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HomeMy WebLinkAboutPermit D17-0300 - STERLING SOUTHCENTER - SENIOR APARTMENT (VOLUME 2 - PLANS ONLY)------------- STERLING SOUTHCENTER, A TUKWILA ACTIVE ADULT RESIDENCE RENDERING FOR ILLUSTRATIVE PURPOSES ONL• PROJECT DIRECTORY OWNERISEVELOPER ALLIANCE RESIDENTIAL COMPANY 1325 4TH AVE., STE 1005 SEATTLE, WA 98101 PHONE: 206.567.7230 CONTACT: EVAN LAWLER E-MAIL: elawler@ailresco.com ARCHITECT URBAL ARCHITECTURE 1938 FAIRVIEW AVE E, SUITE 100 SEATTLE, WA 98102 PHONE: 206.676.5640 CONTACT: AYA ROJNUCKARIN E-MAIL: ayar@urbalarchitecture.com 1 CIVIL ENGINEER DAVIDO CONSULTING GROUP 15029 BOTHELL WAY NE #600 LAKE FOREST PARK, WA 98155 PHONE: 206.523.0024 CONTACT: ERIC SCHOSSOW E-MAIL: erics@degengrcom LANDSCAPE ARCHITECT FAZIO ASSOCIATES 2244 NW MARKET ST, SUITE B SEATTLE, WA 98107 PHONE: 206.774.9490 CONTACT: ROBERT J. FAZIO E-MAIL: rob@fazioassoeiates.com STRUCTURAL ENGINEER DCI ENGINEERS 707 W 2ND AVENUE SPOKANE, WA 99201 PHONE: 509.227.5733 CONTACT: ANTHONY SORENTINO E-MAIL: asorenlino@dci-engineers.com GROUND IMPROVEMENT GEOPIER NORTHWEST 40 LAKE BELLEVUE, SUITE 100 BELLEVUE, WA 98005 PHONE: 425.645.2995 CONTACT: DAVID VAN THIEL E-MAIL: dvanthiel@geopiernonhwest.com MECHNICAL/ PLUMBING OCEAN PARK MECHANICAL INC. 14900 INTERURBAN AVENUE, SUITE 283 SEATTLE, WA 98168 PHONE: 206-674-4553, EXT 103 CONTACT: DARREN LOWE E-MAIL: darren@oceanpm.com ELECTRICAL STATESIDE POWER 10636 NE 123RD ST KIRKLAND, WA 98034 PHONE: 425-466-4162 CONTACT: PATRICK WILKIE E-MAIL: pat@sspwa.com ADDRESS 415 BAKER BOULEVARD TUKWILA, WA 98188 ASSESSORS PARCEL NUMBER 022310-0080 CITY OF TUKWILA BUILDING PERMIT # D17-0300 LEGAL DESCRIPTION ANDOVER INDUSTRIAL PARK #2 POR NLY & ELY OF LN RNG S 01-34-33 W 235 FT FR PT ON N LN TR 8 DIST 354.10 FT ELY FR NW OR . TR THS88-25-27 E 224.9 FT TO E LN ROJECT INFORMATION C-"tvltsio 1 4-1 DESCRIPTION: SUIO66E kkeck V- 1\-17 CONSTRUCTION OF A SEVEN (7) STORY, 166 UNIT, AGE RESTRICTED APARTMENT COMMUNITY. BUILDING DESIGN TO INCLUDE FIVE (5) LEVELS OF WOOD -FRAMED, RESIDENTIAL UNITS OVER TWO (2) LEVELS OF STRUCTURED PARKING AND COMMON AMENITY SPACE. EXISTING BUILDING AND IMPROVEMENTS TO BE DEMOLISHED. THE ENTIRETY OF THE BUILDING SUPERSTRUCTURE, INCLUDING FIRE, SMOKE AND LIFE SAFETY SYSTEMS WILL BE COMPLETED PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. INTERIOR FINISHES, CASEWORK, AND PAINT SHALL BE COMPLETED FOR LEVELS 1 THROUGH 3. THE BUILDING FINISHES FOR LEVELS 4AND ABOVE WILL BE COMPLETED AS A TENANT IMPROVEMENT (I.E. PAINT, CASEWORK, FLOOR FINISHES AND PLUMBING FIXTURES). CONSTRUCTION TYPE: FIVE (5) LEVELS OF TYPE VA OVER TWO (2) LEVELS OF TYPE IA EA 3 628 OCCUPANCY: LEVEL 1: S-2 PARKING GARAGE A-27A-3 COMMON AMENITY AREAS B MANAGEMENT OFFICES LEVEL 2: S-2 PARKING GARAGE A-3 COMMON AMENITY AREAS R-2 RESIDENTIAL UNITS LEVEL 3 A-3 COMMON AMENITY AREAS R-2 RESIDENTIAL UNITS LEVELS 4-7 R-2 RESIDENTIAL UNITS CONSTRUCTION TYPE: LEVELS 1-2: TYPE IA LEVELS 3-7: TYPE VA TOTAL. OCCUPANT LOAD: LEVEL 1: LEVEL 2: LEVEL3: LEVEL4: LEVEL5: LEVEL6: LEVEL 7: 501 259 518 167 167 167 167 SEE OCCUPANCY LOAD/EXITING DIAGRAMS ON SHEETS A0.06-A0.09 ZONING INFORMATION PROJECT ZONE: TUC TUKWILA URBAN CENTER & TOD TRANSIT ORIENTED DEVELOPEMENT SEE FULL ZONING ANALYSIS ON SHEET A0.02 APPLICABLE CODES 2015 TUKWILA MUNICIPAL CODES (TMC) - INCLUDING ORDINANCES #2330, #2437, #2327 2015 INTERNATIONAL BUILDING CODES (IBC) 2015 UNIFORM PLUMBING CODES (UPC) 2015 INTERNATIONAL MECHANICAL CODES (IMC) 2017 NATIONAL ELECTRICAL CODES (NEC) 2015 WASHINGTON STATE ENERGY CODES (WSEC) 2014 LIQUEFIED PETROLEUM GAS CODE (NFPA 58) 2015 NATIONAL FUEL GAS CODE (NFPA 54) (FOR LP GAS INSTALLATION ONLY) 2015 INTERNATIONAL SIMMMING POOL AND SPA CODE 2009 ICC/ANSI A117.1 (BARRIER FREE CODES) SEE BUILDING CODE ANALYSIS ON SHEET A0.04 DEFERRED SUBMITTALS - MECHANICAL - ELECTRICAL -PLUMBING -SMOKE CONTROL -SPRINKLER - HOT TSB LOCATED AT LEVEL 3 COURTYARD) Theme plans have been rcvic;ved by the Public World Department for conformance with current City stendorde. Acceptance is subject to errors and wL+ioir do not autbomc violations of adoptedstandardsor ordinances. The maponsibility for the adequacy of the design peas totally with the designer. Addition, deletions or 7001F/O11s to those drwingi Mier this date trill void this acceptance and will require a resshmival of revised draeings for subsequent approval. Final acceptance is subject to field inspector the Public Works utilities inspector. Date By: 3/15 1f% ally\ DRAWING INDEX 0-ARCH DATA (CDs) A0.00 A0.01 A0.02 A0.03 A0.04 A0.05a A0.05b A0.05c A0.05d A0.06 A0.07 A0.08 A0.09 A0.10 A0.11 1-SURVEY SURVEY 2-CIVIL CO1 CO2 CO3 05 CO6 07 08 CO9 3 - LANDSCAPE L 1.00 L 1.01 L1.02 L 2.00 L2.01 L2.02 TITLE SHEET GENERAL NOTES AND LEGENDS PROJECT DATA, ZONING ANALYSIS CONDITIONS OF APPROVAL BUILDING CODE ANALYSIS ENERGY ANALYSIS ENERGY ANALYSIS ENERGY ANALYSIS ENERGY ANALYSIS OCCUPANCY/EXITING DIAGRAMS OCCUPANCY/EXITING DIAGRAMS OCCUPANCY/EXITING DIAGRAMS OCCUPANCY/EXITING DIAGRAMS GENERAL ACCESSIBILITY REQUIREMENTS GENERAL ACCESSIBILITY REQUIREMENTS SURVEY TEMPORARY EROSION & SEDIMENT CONTROL PLAN FRONTAGE IMPROVEMENT PLAN GRADING PLAN GRADING PROFILES DRAINAGE PLAN UTILITY PLAN STORMFILTER CATCH BASIN DETAIL DETAILS DETAILS GROUND LEVEL LANDSCAPE PLAN GROUND LEVEL IRRIGATION PLAN LEVEL 3 LANDSCAPE PLAN & IRRIGATION PLAN PLANTING & IRRIGATION SCHEDULES, & PLANTING SPECS PLANTING DETAILS IRRIGATION & SITE DETAILS 4- ARCHITECTURAL (CDs) Acc„---,.ss'Lk ks /A 2-F2 A1.00 SITE PLAN 7j 2.6 i A1.01 A1.01A A1.01B A1.02 A1.02A A1.02B A1.03 A1.03A A1.038 A1.04 A1.04A A1.046 A1.05 A1.05A A1.058 A1.06 A1.06A A1.06B A1.07 A1.07A A1.07B A1.08 A1.08A A1.08B A1.09 A1.09A A1.098 A2.01 A2.02 A2.03 A3.01 A3.02 A3.03 A3.04 A3.05 A4.01 A4.02 A4.03 A5.01 A5.02 A5.03 A5.64 A5.05 A5.06 A5.07 A5.08 A5.09 A5.10 A5.11 A6.01 A6.02 A6.03 A6.04 A7.01 A7.02 A7.03 A7.10 A8.00 A8.01 A8.10 A8.11 A8.20 A8.21 A8.30 A8.40 A8.50 A9.01 A9.02 A9.03 FLOOR PLAN - LEVEL 1 OVERALL FLOOR PLAN - LEVEL 1A FLOOR PLAN - LEVEL 1B FLOOR PLAN - LEVEL 2 OVERALL FLOOR PLAN - LEVEL 2A FLOOR PLAN - LEVEL 2B FLOOR PLAN - LEVEL 3 OVERALL FLOOR PLAN - LEVEL 3A FLOOR PLAN - LEVEL 3B FLOOR PLAN - LEVEL 4 OVERALL FLOOR PLAN - LEVEL 4A FLOOR PLAN - LEVEL 4B FLOOR PLAN - LEVEL 5 OVERALL FLOOR PLAN - LEVEL 5A FLOOR PLAN - LEVEL 58 FLOOR PLAN - LEVEL 6 OVERALL FLOOR PLAN - LEVEL 6A FLOOR PLAN - LEVEL 6B FLOOR PLAN - LEVEL 7 OVERALL FLOOR PLAN - LEVEL 7A FLOOR PLAN - LEVEL 7B ROOF PLAN OVERALL ROOF PLAN A ROOF PLAN B UPPER ROOF PLAN OVERALL UPPER ROOF PLAN A UPPER ROOF PLAN B ENLARGED UNIT PLANS - STUDIOS ENLARGED UNIT PLANS - ONE BEDROOM ENLARGED UNIT PLANS - TWO BEDROOM BUILDING ELEVATIONS NORTH BUILDING ELEVATIONS EAST BUILDING ELEVATIONS SOUTH BUILDING ELEVATIONS WEST BUILDING ELEVATIONS COURTYARD BUILDING SECTIONS BUILDING SECTIONS BUILDING SECTIONS INTERIOR ELEVATIONS- KITCHENS (L-SHAPED) INTERIOR ELEVATIONS - KITCHENS (ADA) INTERIOR ELEVATIONS -KITCHENS (GALLEY) INTERIOR Elrevs,TIONS- BATHROOMS INTERIOR ELEVATIONS- BATHROOMS INTERIOR ELEVATIONS- BATHROOMS INTERIOR ELEVATIONS- BATHROOMS INTERIOR ELEVATIONS- BATHROOMS INTERIOR ELEVATIONS- BATHROOMS INTERIOR ELEVATIONS- COMMON AREAS INTERIOR ELEVATIONS- COMMON AREAS WINDOW TYPES STOREFRONT WINDOWS WINDOW TYPES & SCHEDULE DOOR SCHEDULE & TYPES STAIR A - PLANS & SECTIONS STAIR B - PLANS & SECTIONS STAIR C - PLANS & SECTIONS ELEVATOR PLANS & SECTIONS CONCRETE/ FOUNDATION DETAILS CONCRETE' FOUNDATION DETAILS EXTERIOR DETAILS ROOF DETAILS INTERIOR DETAILS INTERIOR DETAILS DOOR DETAILS STAIR DETAILS ELEVATOR DETAILS WALL TYPES WALL TYPES FLOOR/CEILING TYPES 4-ARCHITECTURAL (DESIGN REVIEW) D17-0300 BUILDING PERMIT CORR. 2 SUBMITTAL 03.02.2018 DRAWING INDEX ADR 1.10 EXTERIOR LIGHTING PLAN ADR 1.40 WEATHER PROTECTION DIAGRAM 5 - BUILDING ENVELOPE 6E0.00 INDEX GENERAL BE NOTES & SCHEDULES BE3.00 TYPICAL BELOW -GRADE DETAILS 6E3.01 TYPICAL AT -GRADE DETAILS AND PODIUM DETAILS BE3.02 TYPICAL PODIUM DETAILS BE3.03 TYPICAL PODIUM DETAILS 8E4.00 WINDOW FLASHINGSEQUENCE- METAL SILL BE4.01 STOREFRONT WINDOW FLASHING SEQUENCE CONCRETE CURB BE4.02 FLANGED DOOR FLASHING SEQUENCE BE4.03 SWING DOOR FLASHING SEQUENCE BE4.04 KNIFE PLATE WRAP SEQUENCE BE4.05 PENETRATION FLASHING SEQUENCE/COLLAR DETAILS BE4.06 TYPICAL PENETRATION DETAILS BE4.07 PENETRATION DETAILS BE5.00 WALL AND SOFFIT DETAILS BE9.00 TYPICAL ROOF DETAILS BE9.01 TYPICAL ROOF DETAILS BE9.02 TYPICAL ROOF DETAILS 6 - STRUCTURAL S0.01 S0.02 S0.03 S0.04 51.01A S1.01B S1.02AM S1.02AP S1.02BM S1.02BP S1.03AM S1.03AP S1.03AW S1.03BM S1.03BP S1.03BW S1.04AF S1.04AW S1.04BF S1.04BW 51.05AF S1.O5AW S1.05BF S1.B5BW S1.06AF S1.o6AW S1.O6BF S1.o68W 51.07AF S1.07AW S1.07BF S1.07BW S1.08A S1.08B S3.01 S3.02 S4.01 S4.02 S4.03 S4.04 S5.01 S5.02 S5.03 S6.01 9-MECHANICAL M0.0 M0.1 MO.2 MO.3 M1.1 M1.2 M1.3 M1.4 M1.5 M1.6 M1.7 M1.8 M2.1 M2.2 M2.3 M2.4 M2.5 M3.1 11- PLUMBING PO P1.0 P1.1 P1.2 P1.3 P1.4 P1.5 P1.6 P1.7 P1.8 P1.9 P1.10 P1.14 P1.15 GENERAL NOTES GENERAL NOTES GENERAL NOTES SPECIAL INSPECTIONS LEVEL 1 FOUNDATION PLAN - NORTH LEVEL 1 FOUNDATION PLAN - SOUTH LEVEL 2 MILD REINFORCING PLAN- NORTH LEVEL 2 POST TENTION PLAN - NORTH LEVEL 2 MILD REINFORCING PLAN -SOUTH LEVEL 2 POST -TENSION PLAN - SOUTH LEVEL 3 MILD REINFORCING PLAN -NORTH LEVEL 3 POST -TENSION PLAN - NORTH LEVEL 3 STUD AND SHEAR WALL PLAN - NORTH LEVEL 3 MILD REINFORCING PLAN -SOUTH LEVEL 3 POST -TENSION PLAN - SOUTH LEVEL 3 STUD AND SHEAR WALL PLAN - SOUTH LEVEL 4 FRAMING PLAN NORTH LEVEL 4 STUD AND SHEAR WALL PLAN - NORTH LEVEL 4 FRAMING PLAN - SOUTH LEVEL 4 STUD AND SHEAR WALL PLAN - SOUTH LEVEL 5 FRAMING PLAN - NORTH LEVEL 5 STUD AND SHEAR WALL PLAN - NORTH LEVEL 5 FRAMING PLAN - SOUTH LEVEL 5 STUD AND SHEAR WALL PLAN - SOUTH LEVEL 6 FRAMING PLAN - NORTH LEVEL 6 STUD AND SHEAR WALL PLAN - NORTH LEVEL 6 FRAMING PLAN - SOUTH LEVEL 6 STUD AND SHEAR WALL PLAN - SOUTH LEVEL7 FRAMING PLAN - NORTH L `.'FI. 7 STUD AND SHEAR WALL PLAN - NORTH LEVEL7 FRAMING PLAN - SOUTH LEVEL 7 STUD AND SHEAR WALL PLAN - SOUTH ROOF FRAMING PLAN - NORTH ROOF FRAMING PLAN - SOUTH FOUNDATION DETAILS FOUNDATION DETAILS POST -TENSION CONCRETE DETAILS POST -TENSION CONCRETE DETAILS POST -TENSION CONCRETE DETAILS POST -TENSION CONCRETE DETAILS FRAMING DETAILS FRAMING DETAILS FRAMING DETAILS ROOF FRAMING DETAILS MECHANICAL COVER PAGE MECHANICAL EQUIPMENT SCHEDULES MECHANICAL EQUIPMENT SCHEDULES SMOKE CONTROL MATRICES LEVEL 1 MECHANICAL LEVEL 2 MECHANICAL LEVEL 3 MECHANICAL LEVEL 4 MECHANICAL LEVEL 5 MECHANICAL LEVEL 6 MECHANICAL LEVEL 7 MECHANICAL ROOF PLAN MECHANICAL NORTH ELEVATION EAST ELEVATION SOUTH ELEVATION WEST ELEVATION COURTYARD ELEVATIONS MECHANICAL DETAILS COVER SHEET PLUMBING FOUNDATION PLUMBING LEVEL 1 PLUMBING LEVEL 2 PLUMBING LEVEL 3 PLUMBING LEVEL 4 PLUMBING LEVEL 5 PLUMBING LEVEL 6 PLUMBING LEVEL 7 PLUMBING ROOF PLAN PLUMBING DOMESTIC WATER SCHEMATIC & RISER 01#'TRAM DOMESTIC WATER AND SANITARY RISER DIAGRAMS DETAILS PLUMBING DETAILS PLUMBING CREVIEODE-cWED FOR oMPtMneE APPROVED I APR 0 3 2018 4-T Elfy Of Tukwila i ©UILOINP A 11I31Qrt SEP -.^,TEPERMIT :MIMED FOR: IM.:3chanIcal ctncai rE�ilAtlutnb,ng -Y,e1"a Piping City of Tukwila CtAI-P't! V DIVISION BEVIS!ONS mido to the sc000 oeprovai of ^;+'rinsg Grv`s,on_ cm Mil rouge a new plan submittal w.d may Lcluda addbond plan ro9i0W facts. dA APPROVED crimps can be made to these r,t plans without approval from the Planning Division of DCD Ovd By: . 0 PILE COPY . Permit No..)l%- ()300 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By: (inA4t4-(,6Jr+oo.J¢L lSw: ;7rg City of Tukwila BUILDING DIVISION t:0f4REC T (QN LTF(# URBA1I' ARCHITECTURE URBAN1RUISAi. 1938 Fairview Avenue East so,.o,00 Seattle, WA 98102 info@urbalarchitecture.com www.urba)architecture.com T 206-257-0972 license 977G (EGISTERED 'ARCHITECT CHADA ENfZI STAB. OF 1NGT0. DATE 03.02.2018 consultant logo pro,eot name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 I. Dian subm,ttalc/rovosons 100% SD PROGRESS PR!N1 09.07.2017 BUILDING PERMIT SET 10,31.2017 FOUNDATION ONLY PERMIT 12.06.2017 �j BP CORR. 1160%CD CHECK SET 01.10.201 4-t? BID SET REVISIONS y,02.09.2010 SMOKE CONTROL SUBMITTAL 02.28.201 BP CORK 21100%CD SET /2\ 03A00 drawing title TITLE SHEET drawing mformtIon DATE 03.02.2018 SCALE 12" =1'-0" DRAWN AJR/AJD JOB # 17-004 -_--, copyright "norsnoe "rd. snem number A0e00 URBAL GENERAL ABBREVIATIONS AB ANCHOR BOLT ---- ABV-- ABOVE -- ACOUS ACOUSTICAL ACT ACOUSTICAL CEILING TILE AD AREA DRAIN ADDL ADDITIONAL ADJ ADJUSTABLE AFF ABOVE FINISH FLOOR AG ALUMINUM & GLASS ALC ALUMINUM CLAD ALT ALTERNATE ALUM ALUMINUM ALV ALUMINUM CLAD VINYL ALW ALUMINUM CLAD WOOD AN ANODIZED APPROX APPROXIMATE APT APARTMENT ARCH ARCHITECTURAL -- .. _...------.__...------ AS ALUMINUM STOREFRONT AVG AVERAGE AWN AWNING B.O. BOTTOM OF BA BATH BC BOTTOM OF CURB BD BOARD BLW BELOW BITUM BITUMINOUS BLDG BUILDING BLKG BLOCKING BLW BELOW BM BEAM BSMT BASEMENT Btf BETWEEN BUR BUILT-UP ROOFING BYE BEYOND C CASEMENT C&G CURB AND GUTTER CAB CABINET CB CATCH BASIN CC CENTER TO CENTER CIP CAST IN PLACE CIRC CIRCULATION CL CENTERLINE CLG CEILING CLR CLEAR CLR FIN CLEAR FINISH CMU MU CONCRETE MASONRY UNIT CO CLEAN OUT COL COLUMN CONC CONCRETE CONT CONTINUOUS CORR CORRIDOR CPT CARPET CT CERAMIC TILE CTB CERAMIC TILE BASE CTR CENTER CW COLD WATER CWG CLEAR WIRED GLASS CVG CLEAR VERTICAL GRAIN D DRYER DBL DOUBLE DE ' DELAYED EGRESS DEMO DEMOLITION DH DOUBLE HUNG DIA DIAMETER DR DOOR(S) DS DOWNSPOUT DW DISHWASHER DWG DRAWING EA EACH EB EXPANSION BOLT EF EACH FACE EL ELEVATION ELEC ELECTRIC(AL) ELEV ELEVATOR EMER EMERGENCY ENCL ENCLOSURE EP ELECTRICAL PANEL EQ EQUAL EQUIP EQUIPMENT ESCAL ESCALATOR ESMT EASEMENT EXH EXHAUST EXST EXISTING EXT EXTERIOR F FIXED FA FIRE ALARM FAF FACTORY APPLIED FINISH FAP FIRE ALARM CONTROL PANEL FAPB FIRE ALARM PULL BOX FB FLAT BAR FBG FIBERGLASS FD FLOOR DRAIN FDC FIRE DEPARTMENT CONNECTION FDN FOUNDATION FDR FRENCH DOORS FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISHED FLOOR FIN FINISH FL FLUSH FLR FLOOR F.Q.C. FACE OF CONCRETE F.O.F. FACE OF FINISH F.O.M. FACE OF MASONRY F.O.S. FACE OF STUDS FPL FIREPLACE FR FRAMING FRP FIBER REINFORCED PLASTIC FRT FIRE RETARDANT FRTW FIRE RETARDANT TREATED WOOD FT FOOT (OR FEET) FTG FOOTING FURR FURRING FUT FUTURE GA GAUGE GALV GALVANIZED GAR GARAGE GB GRAB BAR GC GENERAL CONTRACTOR GFRC GLASS FIBER REINFORCED CONCRETE GL GLASS GLB IGLU -LAMINATED BEAM GLZ [GLAZING GND [GROUND GS GARAGE SECTIONAL DOOR GSF GROSS SQUARE FEET GW8 GYPSUM WALL BOARD HE HOSE BIB HC HOLLOW CORE HCW HOLLOW CORE WOOD HD HEAD HDO HIGH DENSITY OVERLAY HDWD HARDWOOD HM HOLLOW METAL HORIZ HORIZONTAL HVAC HEATING VENTILATION AIR CONDITIONING HW HOT WATER HYDR HYDRAULIC IBC INTERNATIONAL BUILDING CODE ID INTERIOR DESIGN IIC IMPACT ISOLATION CLASS IN INCH(ES) INCL INCLUDING INS INSULATION INT I INTERIOR JAN JANITOR KB [KEY BOX /KNOX BOX KD KNOCKDOWN KIT KITCHEN KO KNOCKOUT__ KW KILOWATTS LAM LAMINATE LAV LAVATORY LB POUND LF LINEAR FEET LOC LOCATION LTG LIGHTING LOW-E I LOW GLAZING LVR LOUVER MAINT MAINTENANCE MAS MASONRY MATL MATERIAL MAX MAXIMUM MB MACHINE BOLT MED MEDICINE MDF MEDIUM DENSITY FIBERBOARD MDO MEDIUM DENSITY OVERLAY MECH MECHANICAL MED MEDIUM MEMB MEMBRANE MEZZ MEZZANINE MR MANUFACTURER MGR MANAGER MH MANHOLE MIN MINIMUM MIRR MIRROR MISC MISCELLANEOUS MK MARK MP METAL, PAINTED MTD MOUNTED MTL METAL MULL I MULLION NIC NOT IN CONTRACT NOM NOMINAL NSF I NET SQUARE FEET NTS ' NOT TO SCALE 0/ OVER OA OVERALL OC ON CENTER OD OVERFLOW ROOF DRAIN OFCI OWNER FURNISHED / CONTRACTOR INSTALLED OFF OFFICE OFOI OWNER FURNISHED / OWNER INSTALLED OPP OPPOSITE OVHD OVERHEAD OZ OUNCE PB PARTICLE BOARD PC PRECAST CONCRETE PCF POUNDS PER CUBIC FOOT PEO PEDESTAL PERF PERFORATED PERP PERPENDICULAR PIC PICTURE (WINDOW) _..__.._—. PIV POST T INDICATOR VALVE PL PROPERTY LINE PLAM PLASTIC LAMINATE PLAS PLASTER PLYWD PLYWOOD POLY POLYETHYLENE PREFAB PREFABRICATED PREFIN I PREFINISHED PRKG j PARKING PROP PROPERTY PRV PRESSURE REDUCING VALVE PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PNT POINT PT PRESSURE TREATED PTD PAINTED PVC I POLYVINYL CHLORIDE PVMT TEAVEMENT QTY QUANTITY R RISER RA RETURN AIR RAD RADIUS RC RESILIENT CHANNEL RCP REFLECTED CEILING PLAN RD ROOF DRAIN REFR REFRIGERATOR REIN F REINFORCE READ REQUIRE RESIL RESILIENT RL j (INTERIOR) RELITE RSTRM I RESTROOM RET I RETAINING RO I ROUGH OPENING ROW I RIGHT OF WAY RWL I RAIN WATER LEADER SA ' SUPPLY AIR SAF SAFETY LAMINATED SC SOLID CORE SCW ( SOLID CORE WOOD SECT I SECTION SH I SINGLE HUNG SHT I SHEET SHTHG [SHEATHING SIM SIMILAR SL SLIDING SLD SLIDING DOOR SOG SLAB ON GRADE SP STANDPIPE SPG SPANDREL GLAZING SPEC SPECIFICATON SSTL STAINLESS STEEL ST STAINED STA STATION STAG STAGGERED STC SOUND TRANSMISSION CLASS STD STANDARD STL STEEL —_.— STM __ ._—._._..................._ STEEL CHANNEL MEMBER STOR STORAGE STRUCT STRUCTURE (STRUCTURAL) SUSP SUSPENDED SV SHEET VINYL SYST SYSTEM T TEMPERED TUG TONGUE AND GROOVE T.O.B. TOP OF BEAM T.O.C. TOP OF CURB TD TRENCH DRAIN TEMP TEMPORARY T.O.F. TOP OF FOOTING T,O.F.F. TOP OF FINISH FLOOR THK THICK(NESS) T.O.J. TOP OF JOIST T.O. TOP OF T.O.C. TOP OF CONCRETE T.O.P. TOP OF PARAPET T.O.W. TOP OF WALL TOPO TOPOGRAPHIC TP TOP OF PAVEMENT TR TREAD TRANS TRANSLUCENT GLAZING TRTD TREATED TSTAT THERMOSTAT TV TELEVISION TYP TYPICAL UNEX UNEXCAVATED UNFIN UNFINISHED UNO UNLESS NOTED OTHERWISE UTIL UTILITIY (OR UTILITIES) VB VINYLBASE VCT VINYL COMPOSITION TILE VEH VEHICLE VENT VENTILATION VERT I VERTICAL VEST I VESTIBULE VG [VERTICAL GRAIN V [VINYL VIF ' VERIFY IN FIELD VNF VINYL NAIL -FLANGE VP VENEER PLASTER VTR VENT THROUGH ROOF WASHING MACHINE WC WD W/D WG WGL WATER CLOSET IWOOD !WASHER/DRYER W000 & GLASS WIRE GLASS WH WATER HEATER W/0 WITHOUT W.P. WP WORKING POINT WATER PROOF WRB WATER -RESISTIVE BARRIER WDW WINDOW(S) SYMBOLS LEGEND GENERAL NOTES VIEW REFERENCES OBJECT REFERENCES BUILDING SECTION DETAIL, ON SHEET SIM ROOM TAG ROOMNAME� 101 150 SF� ROOM NAME I ROOM ROOM (NET) SHEETS SQUARE FOOTAGE DETAIL CUT DOOR TAG DETAILS ON SHEET I IM - DOOR#; REFER TO DOOR SCHEDULE 10 /� SHEET # ENLARGED PLAN OR DETAIL WINDOW TAG DETAIL* ON SHEET siaSIM vo L_.____) Rev WINDOW#; REFERTO WINDOW SCHEDULE SHEET# BUILDING ELEVATION 1 Ref u% DETAIL#, IYP MATERIAL Pi-X \ TAG MT L -MATERIAL PER LEGEND SHEET Ref PAINT COLOR PER LEGEND INTERIOR ELEVATION 1 Ref .� DETAIL#, TYP tt 1 1 WALL TAG a -- WALL TYPE 'REFER T05HEET A9,01 FOR WALLASSEMBUES SHEET# 1 Ref HIDDEN ELEVATION DETAIL, ON SHEET M .1..T ROOF/FLOOR/CEILING TAG ROAN FLOORICEILING PE SHEET# 1 REVISION TAG ,,// REVISION# 1. THE DRAWINGS ARE INTENDED TO DESCRIBE THE OVERALL SCOPE OF WORK. IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT ALL WORK COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS OF THE JURISDICTIONS HAVING AUTHORITY. NOTHING IN THE DRAWINGS SHALL BE CONSTRUED TO PERMIT AN INSTALLATION IN VIOLATION OF APPLICABLE CODES AND/OR RESTRICTIONS. SHOULD ANY CHANGE IN THE DRAWINGS BE NECESSARY IN ORDER TO COMPLY WITH THE APPLICABLE CODES AND/OR REQUIREMENTS, THE CONTRACTOR SHALL NOTIFY THE OWNERS REPRESENTATIVE AT ONCE AND CEASE WORK ON ALL PARTS OF THE CONTRACT WHICH ARE AFFECTED. THE WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES, REGULATIONS, RESTRICTIONS, REQUIREMENTS AND CODES. WORK PERFORMED IN VIOLATION OF SUCH SHALL BE CORRECTED AT NO EXPENSE TO THE OWNER. 2. PRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES NOTED AMONG OR BETWEEN THE CONTRACT DOCUMENTS, OWNER - PROVIDED INFORMATION, SITE CONDITIONS, MANUFACTURER RECOMMENDATIONS, CODES OR REGULATIONS OF AUTHORITIES HAVING JURISDICTION. 3. PRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK, THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE CONTRACT DOCUMENTS OWNER -PROVIDED INFORMATION AND SITE CONDITIONS, INCLUDING TAKING FIELD MEASUREMENTS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF EXISTING UTILITIES. EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL UTILITY LOCATIONS NOT SHOWN. 5, DIMENSIONS OF SITE CONDITIONS ARE FROM SURVEY BY OTHERS. ARCHITECT BEARS NO RESPONSIBILITY FOR ACCURACY OF THE SAME. DIMENSIONS ARE TO FACE OF EXTERIOR FRAMING, FACE OF CONCRETE, OR CENTER OF INTERIOR WALL STUD, UNLESS OTHERWISE NOTED. NOTIFY ARCHITECT OF ANY DISCREPANCIES FOUND. DO NOT SCALE DRAWINGS. 6. ALL DOORS LOCATED ADJACENT TO A PERPENDICULAR PARTITION AND NOT LOCATED BY DIMENSION ON PLANS, INTERIOR ELEVATIONS, OR DETAILS SHALL BE 5" FROM FACE OF STUD TO EDGE OF DOOR OPENINGS. 7. REPETITIVE ELEMENTS: TYPICAL WALL SECTIONS, FINISHES AND DETAILS ARE NOT INDICATED EVERYWHERE THEY OCCUR ON PLANS, ELEVATIONS AND SECTIONS. REFER TO DETAILED DRAWINGS. CONTRACTOR TO PROVIDE AS IF DRAWN IN FULL EVERYWHERE. 8. THE CONTRACTOR SHALL CONSULT THE PLANS OF ALL TRADES FOR OPENINGS THROUGH SLABS, WALLS, CEILINGS AND ROOFS FOR DUCTS, PIPES, CONDUIT, CABINETS AND EQUIPMENT, AND SHALL VERIFY THE SIZES AND LOCATIONS WITH SUBCONTRACTORS. 9. ABBREVIATIONS: THROUGHOUT THE PLANS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE ARCHITECT WILL DEFINE THE INTENT OF ANY ABBREVIATION IN QUESTION. SEE SHEET A0.01 FOR GENERAL ABBREVIATIONS. ABBREVIATIONS OR PARTIAL CODE SECTIONS NOTED ON THIS PLAN AND PLAN REVIEW LIST ARE INTENDED TO INDICATE THE NATURE OF THE PLANS OR GIVE ADDITIONAL INFORMATION. THE FULL TEXT OF THE CODE ALWAYS APPLIES. 10. REFER TO STRUCTURAL GENERAL NOTES ON SHEETS S0.01-S0.04 FOR SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS REQUIREMENTS. 11. VERIFY ALL ROUGH -IN DIMENSIONS (HORIZONTAL AND VERTICAL) FOR ALL EQUIPMENT PROVIDED IN THE CONTRACT DOCUMENTS. VERIFY WITH THE OWNER'S REPRESENTATIVE THE SIZE, SHAPE AND UTILITY REQUIREMENTS OF EQUIPMENT PROVIDED BY OTHERS. 12. CONTRACTOR/ SUB -CONTRACTOR TO PROVIDE SOLID BACKING FOR ALL ATTACHED HARDWARE RODS, HANDRAILS AND GRAB BARS. 13. MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS SHALL BE DESIGNED TO ACCOMODATE } ANTICIPATED SHRINKAGE WITHIN WOOD MEMBERS, WALLS, AND BEARING PARTITIONS PER STRUCTURAL. REVIEWED FOR .'� CODE -COMPLIANLE APPROVED APR 0 3 2018 )t of TNpWII8 81,4I1-If�D fIII EN:C,RT CENTER U18AL ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East score 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license "76 'REGISTERED '_CHAJD AENTZI TEOF A$HINGTZ DATE 01.10.2018 consultant logo project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 41S BAKER BOULEVARD, TUKWILA, WA 98188 key plan submittals/revisions 100%SD PROGRESS PRiNT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY IT Ak 12.06.2017 BP CORR. 1 / 60%CD CHECK SET 1 01.10.2018 drawing title GENERAL NOTES AND LEGENDS drawing information DATE 01.10.2018 SCALE As indicated DRAWN Author JOB # 17-004 copyright hal sheet number r � ®s ZONING ANALYSIS IZOAMANALYSIS,,, :, a,. APN: 022310-0080 Site Address: 415 Baker Boulevard, Tukwila, WA 98188 Project Zone: TUC Tukwila Urban Center- TOD Transit Oriented Development Lot Area:1.20 acres or 52,095 sf Zoning Overlays: code Standard Code Dpt '. `: Proposed /Cprance: Design Review 18280300.1.c Must bd by the Board of Architectural R (BAR) as a Type 4 decision (see TMC Chapter 1860) BAR approved. District Land Uses 18.28.050, Table 18-2 Dwelling: Mutt fain iy, To houses, MuedU , Senor Citzen Housng Multrfamly Structure Height 18.28.070, Table 18-3 Minimum Height= 25 ft fronting Baker Bl. Maximum Height without Incentives 45ft Frontal Improvement Height Incentive 9 70ft,115' If combined with MO, LEED or Affordable Housng Incentive Multi -Family Height Incentive 9 70ft,115 if combined with MF,LEED or Affordable Housing Incentive A Baker Boulevard structures oriented to Baker Boulevard shall have an average he ght at least as high as the minimum listed in Table 18 3, "District Standards." C. Public Frontage Improvement Height Incentive: allowable structure heights may be Increased to the limits as specified for each District as shown In Table 18-3, "District Standards," when.,. D. Multi Family Height Incentive: As an incentive to construct residential dwelling units, allowable structure heights may be increased to the limits specified in Table 18-3, "D sMct Standards." E. In the TUC TOD District, allowable structure heights may be increased to 115 feel for developments that meet both the frontal improvement and molt fain ly height incentive requirements. Multi -Family Height Incentive Compliant. Building height is 7000". Side and Rear Setback 18.28.100 Side and Rear Yards 5 ft A. The width of side and rear setbacks shall be as spe0 fled by Table 18 3, "District Standards" 8. Front yard setbacks are specified by the Corridor Standards (Figures 18-20 through 18-27). Compliant Building side setback is 13'-0 minimum. Building rear setbacks 21' 0" Side end Rear Yard Landscape Requirements 18.28.110 Side and Rear Yards =5ft A.The width of side and rear yard landscaping shall be as specified by Table 3, "District Standards" B. Side and rear yard landscaping shall be designed, planted and maintained as specified in TMC Section 18.28.230.8, "Side and Rear Yard Landscape Types," and TMC Section 18.28.240, "General Landscaping." Requirement has beenwamed as part of the Board of Architectural Review Corridor Type 18 28.090, Figure 18 19 Walkable Corridor= Baker Boulevard Neighborhood Corridor = Andover Park E Pobiic Frontage Standards 18.28.150 Welkabie Corridor Walkable Cornder -Total required width 415 ft -Sidewalk width ni n'mum =15 ft -Tree spacing=20-30 ft, depending on species Neighborhood Corridor Complant.3S' sidewalk provided Neighborhood Corridor: -Total required width minimum=15 ft -Landscaping= street trees -Tree spacing - 20-30 ft, depending on species Pending administrational approval per the City Board of Architectural Review Conditions of Approval Walkable Corridor. Building Orientation /Placement & landscaping 18.28.160 Walkable Corridor - Building must be oriented to street - Frontage building coverage minimum = 55% - Front yard setback maximum =10 ft - Front yard landsraping-15 ft min of streetscape )waived if Public Frontage improvements are built to standards) Neighborhood Corridor Compliant. Neighborhood Corridor: - Building must be oriented to streets /open spaces - Front yard setback minimum =15 ft - Front yard landscaping minimum =15 ft of streetscape (waived if Public Frontage improvements are built to standards) Pending administrational approval per the City Board of Architectural Review Conditions of Approval Architectural Design Standards 18.28.200 Walkable Corridor LFaoadearticulation increment) - Residential maximum = 30 ft - Major vertical modulation maximum =120 ft (Ground level transparency) -Commercial-use minimum =75% Neighborhood Corridor Walkable Corridor. Compliant. Modulation requirements are met. No Commercial use -Transparency requirements not applicable Neighborhood Corridor: (Facade articulation increment) - Residential maximum = 30 ft - Major vertical modulation maximum =120ft (Ground level transparency) -Commercial-use minimum =SO% Compliant. Modulation requirements are met. No Commercial use -Transparency requirements not applicable Recycling Storage Space for Residential Uses 18.52.070 Recycling storage -Apartment developments over units shall provide 1-1/2 suave feet of recycling storage space per dwelling unit 160 units(1-1/2 s.f,)= 2405s.f. Compliant. 86s,f. provided at each residential floor )x5 floors)= 430 s.f. total provided Open Space Table 18-4 Required Type/Amount of Open Space (minimums): 10%of residential unit floor area, may be any combination of common area or private open space. 10%of139,905 GSF= 13,991sf Compliant. 8,705 st provided as exterior open space and an additional 12,120 sf provided as amenity space = 20,825 sf of open space provided Parking Table 18-5 18.56.090- Compact car allowance Required Minimum Vehicular Parking: Studio or1/bed=1space /unit 2/bed=1,5 plus 5 space for each additional bedroom over 2 18.56.090.A. A maximum of 30%of the total off-street parking stalls maybe permitted and deignated for compact cars. Figure 18-6 defines compact spaces as 8' x 16' two-way drive aisle is 25' for parking at 90" Parking requirements have been decreased as part of the Board of Architectural Review 167 parking stalls provided Bicycle Parking 18.55.050 18.56.130 Figure 18-7 )space per 10 parking stalls Compliant, 19 stallspravided.15 stalls within the building and 4 on the sidewalk at the building entrance. 167 parking stalls / 10 =17 stalls. n w w w w PROJECT DATA 5Ba1Ec'rti Building Name Client Address/Locatlom Site Area: zone: Balding Code: Proposed User A:fbSq rear) STERLING SCRITECUITER Alliance Residential dential Company I Pacific Northwest Tukwila, WA 11.2 ACRES !approx. Tukwila Urban Center, Transit Oriented Development 20151BC Multi -family 30011ev3T -'Park) B Residenel money:. amuannn BOH/Mean/ Bea TOTAL 25,662 ],612 H65 2,070 36,209 LZ 27,892 2,039 1,918 2,412 266 34,527 4,14S 3,945 3. 32,285 L4 28,3. 3,679 518 32,560 L5 28,363 3,679 518 32,560 L6 28363 3679 518 32,560 L7 26363 3,679 518 32,560 ROOF 194 386 030031 53564 139,296 13,675 22,132 5,184 : 233,261 UN1f UipiIRMATtoli..^. , Unit DHWbuaon 63141e 1hr/1 ha 1br/2ba. TOTAL':- 1 1 2 L3 6 28 8 18 8 34 8 8 0 34 L6 18 34 L] 9 TOTAL 38 Unit Mk U0RTYPe 3 of Units % Avg Un1t Sine Studio 98 22,99.e: 694 169/16a 87 SY4°G 794 1 b[/26a 41 24,79u 122T Totals 166 100% Average Unit Size Res k of Units 139,296 166 tal p. mREQUIRED asldential Parkin, Unit TypequanfRles BEMIMENEM 065068TAE Ott. Au&•SF TOTAi Sr)trer A1-STUDIO 30 508 5,077 A 2-URBANI 20 574 AROUS NI 738 21,471 ,953 AS URBAN I(TYPE AS 6 767 3,069 826 826 82.18R t8 765 59556 8405 C1_2/2OWE A) 1213 1,213 C2-2/2 20 1209 24,187 C3- 2/2 1277 6,383 4-2/2 1327 6,637 CS- 2/2 C6-20 5 1186 5,928 166 139.296 paces for e slden ial parking =149. P0Hes ded spacfor..ant employee parking =18 Per TunTablel8-5 se to proposed project m(aaMing: m.4. main famay apanmeme), a departure from the mcoMdpam ..hot is ested,l.l parking ratio Is prefer. this would equal 166 parking stalls. This is an ll% red...which has BAR approval, EIVED Ct P T'UKWILA PERMIT CENTER APPROVED APR 0 a 2018 CItV ©tTilliutil0o�1I LIKDINO €Ills! UR AEO ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East su,TE too Seattle, WA 98102 info@urbalarchitecture.Com w.urbalarchitecture.com r 206-257-0972 license RARCHITECTEGISTERE'D ENTZ OFA ASf{NGTO, DATE 01.10.2018 consultant logo prolecf name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan Is/revue, 100% SD PROGRESS PRINT BUILDING PERMITSET FOUNDATION ONLY PERMIT BP CORR. t 160%CD CHECK S drawing title PROJECT DATA, ZONING ANALYSIS drawing information DATE 01.10.2018 SCALE As indicated DRAWN Author JOB # 17-004 copyright heel numbe P L17-0041 DESIGN REVIEW CONDITIONS OF APPROVAL City of Tukwila Deportment of Community Development -Jock Pace, Director NOTICE OF DECISION TO: Jeremiah Jolic➢eur, Alliance Realty Partners, Applicant Baker Boulevard Associates, Owner King County Assessor, Accounting Division Washington State Department of Ecology Kenneth Metcalf, BP Pipelines (North America) Inc. Allan Ekberg, Mayo October4,2017 This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. 1. PROJECT INFORMATION Protect File Number, 1.17.0041 Applicant: Jeremiahlolicoeur, Alliance Realty Partners Type of Permit Applied for Public Hearing Design Review Project Description: Redevelopment of a 4..z-acre lot with a seven -story z35,000 square foot residential building located at 415 Baker Blvd. (SW corner of Baker Blvd. and Andover Park East). The project includes 166 dwelling units,167 parking stalls, indoor and outdoor recreation space, landscaping, and frontage improvements along Baker Blvd. and Andover Park East. The existing two-story building located on the site will be demolished. Location: 415 Baker Blvd., Tukwila WA (parcel P 0223100080) Associated Files: 117-0042 (Special Permission Parking Reduction Request); P1.17-0037 (Land Use Project File) Comprehensive Plan Designation/Zoning District: Tukwila Urban Center -Transit Oriented Development (TUC -TOO) 6300 Sonrheenrer Boulevard, Suite#100 • Tukwila Washington 98188• Phone206-43i-3670 • Fax, 206-431-3665 L17.0042 PARKING REDUCTION CONDITIONS OF APPROVAL City of Tukwila DepartmentalCammuniry Development -Jock Pore, Director NOTICE OF DECISION TO: Jeremiah lolicoeur, Alliance Beatty Partners, Applicant Baker Boulevard Associate; Owner King County Assessor, Accounting Division Washington State Department of Ecology Kenneth Metcalf, 8P Pipelines (North America) Inc Allan Ekberg, Mayor October4,2017 This letter serves as notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. I. PROJECT INFORMATION Protect File Number, L17-0042 Applicant: Jeremiahlolkoeur,Allance Realty Partners Type of Permit Applied for, Special Permission (11% requested reduction to the amount of required parking) Pmiect Description: The applicant is requesting a reduction in the required number of parking stalls fora new, sevenatory apartment building with 166 dwelling units for residents ages 55 and older. The proposed reduction to the required number of parking stalls is 11%; a total of 186.5 stalls are required per code and 167 are proposed. Location: 415 Baker Blvd-, Tukwila WA (parcel a 0223100080) Associated Files: L17-0041(Public Hearing Design Review); PL17.0037 (Land Use Project File) Cemorehensive Flan 0eslgnation{Zaning BiEllist: Tukwila Urban Center-Transit0riented Development(TUC-TOD) 6300 Southcenter Boulevard, Suite N100 • Tukwila Washington 98188• Phone 206.431-3570 • Fos- 206-031.3665 L II. DECISION SEPA Determination: The City of Tukwila prepared a Supplemental Environmental Impact Statement (SEIS) for the Southcenter Subarea under the State Environmental Policy Act (SEPA) as set forth in RCW 43.21C.420. Project -specific development proposals within the Southcenter Subarea are not subject to individual SEPA review provided they are consistent with the subarea plan, development regulations, and the SEIS. This project has been determined to be consistent with the subarea plan and is therefore exempt from SEPA review. Decision on Substantive Permit: The City Board of Architectural Review has determined that the application for a Public Hearing Design Review does comply with applicable City and state code requirements and has approved that application based on the findings and conclusions contained in the staff report, subject to the following conditions: 1. Alternative options to meet the intent of the Neighborhood Corridor public frontage standard along Andover Park East shall be explored and a final design consistent with the intent of the Neighborhood Corridor public frontage standard shall be determined administratively as part of the construction permit. 2. Provision of weather protection along 75%of the face of the building along Andover Park East shall be reviewed during the construction permit, as part of the review of the public frontage configuration along Andover Park East, in order to coordinate the location of weather protection where it will provide coverage over sidewalk areas but not over landscape areas or areas where the sidewalk is not adjacent to the building. 3. Spacing of the Parrotia perisca street trees along Baker Blvd. shall be decreased to 20-feet on - center unless a larger -stature tree is used. 4. The design of the bicycle parking area shall be expanded to show bicycle racks and other needed infmstmcture to demonstrate the space proposed will be able to accommodate the number of required bicycle parking spaces. 5. Prior to building permit approval, plans shall demonstrate conformance with TMC 18.28.260.C.1.c, which requires the curb cut design for driveways to match the height of the sidewalk to ensure that the sidewalk stays at a consistent grade for pedestrians. 6. If the emergency exit to be added to the east building elevation will be located adjacent to a landscape area, a pedestrian path shall be provided across the landscape area to allow convenient pedestrian circulation and to prevent plants from being trampled and their roots compacted, per TMC 18.28.280. 7. The location of all new utilities and mechanical equipment, including those not known at this time, shall be shown on plans along with screening measures to ensure that if such elements must be mounted in a location visible from a street, pedestrian pathway, or common open space that they will be screened with vegetation or architectural features. 8. Additional lighting shall be provided for securitywithin the landscape area at the base of the building on the northeastern corner as part of the construction permit. This area currently is designed to have no lighting (0.0lighting level as shown on Sheet ADR 1,11 of Attachment D), and will have an emergency exit which will benefit from illumination. T0Pmdt JR Pagc2or4 W:alalainicymd Use Pc*- Undo Revict.tcriog SmaticmwWOI TIT.9001NicHrminglksigateview.doc R. DECISION 1031201712>00PM SEPA Determination: The City of Tukwila prepared a Supplemental Environmental impact Statement (SEIS) for the Southcenter Subarea under the State Environmental Poky Act (SEPA) as set forth in RCW 43.21C420. Project -specific development proposals within the Southcenter Subarea are not subject to individual SEPA review provided they are consistent with the subarea plan, development regulations, and the 5EI5. This project has been determined to be consistent with the subarea plan and is therefore exempt from SEPA review. Decision onyubstantive Permit: The City Board of Architectural Review has determined that the application for a Special Permission Parking Reduction does comply with applicable City and state code requirements and has approved that application based on the findings and conclusions contained in the staff report, subject to the following condition: Applicant shall ensure that decreased parking will not have a negative impact on surrounding properties by implementing an effective parking management plan and participation in the City's Commute Trip Reduction (CTR) program. The site's required participation in the City's CTR Program shall include both the employees and the residents of Sterling Southcenter. The Transportation Management Plan (TMP)for Sterling Southcenter shall be required to be submitted and finalized priorto final inspection of the building permit. Additionally, the applicant will be required to submit an annual report that includes a traffic management plan showing compliance with the City's Transportation Demand Management program. III. YOUR APPEAL RIGHTS The Decision on this Permit Application is a Type 4 decision pursuant to Tukwila Municipal Code 18.104.010. Other land use applications related to this project may still be pending. One administrative appeal to the Hearing Examiner of the Board of Architectural Review Decision is permitted. No administrative appeal of DNS or an EIS is permitted. Ran MONS was issued, any person wishing to challenge either the conditions which were imposed by the MDNS decision or the failure of the Department to Impose additional conditions in the MDNS must raise such issues as part of the appeal. IV. PROCEDURES AND TIME FORAPPEALING To appeal the Board of Architectural Review decision on the Permit Application, a written notice of appeal must be filed with the Department of Community Development within 14 days of the issuance of this Decision, that is by October 18, 2017. The requirements for such appeals are set forth in Tukwila Municipal Code18.116. All appeal materials shall be submitted to the Department of Community Development. Appeal materials MUSTindude: 1. The name of the appealing parry. 2. The address and phone number of the appealing party; and if the appealing party Is a corporation, association or other group, the address and phone number of contact person authorized to receive notices on the appealing parry's behalf. 3. Astatement identifying the derision being appealed and the alleged errors in the decision. Type4Pamt WSUsanUeimie3and Use PM• Under1.048ktauWa,ng Soo9000 r.ITUW;,S0Wg8ukWgVa,mcedecl>3:29ADPM 9. The design details of the common open spaces shall be included in plans submitted for the construction permit and reviewed adminiistmtivery. 10. Substantial articulation of the uppermost floor on the north, east, and south elevations shall be accomplished by extending the white color ("Distant Gray') along areas of the uppermost floor located underneath the long horizontal cornice. This treatment was proposed and agreed to at the Board of Architectural Review meeting after applicant, BAR, and staff review of the design on the applicant's 3-0 model, as shown on Exhibit A and incorporated by reference. 11. Treatment of the blank wall area at the southeastern comer of the building facing Andover Park East shall be added to pions if the landscaping design currently proposed needs to be changed in order for the project to meet the intent of the Neighborhood CorridorStandard for public frontage or to meet the weather protection requirements. III. YOUR APPEAL RIGHTS The Decision on this Permit Application is a Type 4 decision pursuant to Tukwila Municipal Code 18.104.010. Other land use applications related to this project may still be pending. One administrative appeal to the Hearing Examiner of the Board of Architectural Review Decision is permitted. No administrative appeal ofa DNS or an EIS is permitted. If an MEWS was issued, any person wishing to challenge either the conditions which were imposed by the MEWS decisionorthe failure of the Department to impose additional conditions in the MONS must raise such issues as part of the appeal. IV. PROCEDURES AND TIME FOR APPEALING To appeal the Board of Architectural Review decision on the Permit Application, a written notice of appeal must be filed with the Department of Community Development within 14 days of the issuance of this Decision, that is by October 18, 2017, The requirements for such appeals are set forth in Tukwila Municipal Code18.116. All appeal materials shall be submitted to the Department of Community Development. Appeal materials MUST include: 1. The name of the appealing parry. 2. The address and phone number of the appealing party; and if the appealing parry is a corporation, association or other group, the address and phone number of contact person authorized to receive notices on the appealing parry's behalf. 3. Astatement identifying the decision being appealed and the alleged errors in the decision. 4. The Notice of Appeal shall identify(a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. Appeal fee per the current fee schedule, additional hourly charges may apply. In addition, all hearing examiner costs will be passed through to the appellant. Type4Pamit 1R Pagc3of4 n03201>a17U0 PM W:AII.Alaimiemd Uu Pnm16- Untie RcvieWSmting Soctlafe tJODj.1>-0001_Stertinrpubtleaee,wpjexignne,iew.doe 4. The Notice of Appeal shall Identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b( the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised In the Notice of Appeal. 5. Appeal fee per the current fee schedule, additional hourly charges may apply. In addition, a0 hearing examiner cons will be passed through to the appellant. V. APPEALHEARINGSPROCESS The Hearing Examiner appeal shall be conducted as a dosed record hearing based on the testimony and documentary evidence presented at the open record hearing conducted by the Board of Architectural Review. The Hearing Examiner decision on the appeal is the City's final decision. Any parry wishing to challenge the Hearing Examiner decision on this application must file an appeal pursuant to the procedures and time limitations set forth in RCW 36.70E An appeal challenging a DNS, an MDNSor an EIS may be included in such an appeal. If no appeal of the Hearing Examiner decision is property filed in Superior Court within such time limit, the Decision on this permit will be final. VI, INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter BN4., Suite L00, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Jaimie Reads, who maybe contacted at 206-31.3659 for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further Information regarding property tax valuation changes De City of Tukwila mmunityDevelopment T 4Rnna JR Pep 3of3 1003201731.00 PM W1UmAlehoiolL dUse Pemds-OaderReviewlStaling 0000maraWOOj-i>.00448.$100008.0ngvanance-doc V. APPEAL HEARINGS PROCESS The Hearing Examiner appeal shall be conducted as a closed record hearing based on the testimony and documentary evidence presented at the open record hearing conducted by the Board of Architectural Review, The Hearing Examiner decision on the appeal is the City's final decision. Any party wishing to challenge the Hearing Examiner decision on this application must file an appeal pursuant to the procedures and time limitations set forth in RCW 36.70C. An appeal challenging a DNS, an MONS or an E15 may be included in such an appeal. If no appeal of the Hearing Examiner decision Is properly filed in Superior Court within such time limit, the Decision on this permit will be final. VI- INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m- and 5:00 p.m. The project planner is laimie Reavis, who maybe contacted at 206.431-3659 for further information. Property owners affected by this dedsion may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. u44144 ommuniry Deveb D GtyofTukwila Attachment: ExhibitA CONDITIONS OF APPROVAL COMPLIANCE DESCRIPTION THE DESIGN TEAM HAS EXPLORED ALTERNATE OPTIONS; GIVEN THE RESTRICTIONS OF THE SITE, THE INTENT OF THE TUKWILA DESIGN STANDARDS HAVE BEEN MET TO THE BEST OF OUR ABILITY. AN EXISTING PUGET SOUND ENERGY DUCT BANK LOCATED ADJACENT TO ANDOVER, WEST OF THE CURB, RESTRICTS THE LOCATION OF THE PEDESTRIAN LIGHT POLES, STREETLIGHT POLES AND STREET TREES. SEE SHEETSc02a L1.00 FOR LOCATION OF SIDEWALK AND PLANTING STRIP. C•, HT10 .1 PLA S THE ' MIN "EA • • ACE r TO TH ;OILDI, AND WEATHER PROTECTION IS NOT OV a • OV1' -HES• x-NOS 0" D TREET TREES ARE SPACED AT 20' ON -CENTER. SEE SHEET CO2 S. P",G EE AN , A Fa•r BI S1- PROVIDED. SEE SHEETA1.OIB DUE TO THE LOCATION OF THE SIDEWALK, IT IS NOT POSSIBLE TO MATCH THE DRIVEWAY WITH THE HEIGH! OF THE SIDEWALK. 6. A PAVED AREA HAS BEEN PROVIDED FOR THE PEDESTRIAN EXIT FROM THE BUILDING. SEE SHEET L1.00. ALL NEW UTILITIES AND MECHANICAL EQUIPMENT HAS BEEN LOCATED BELOW GRADE OR WITHIN THE BUILDING. 8, ADDITIONAL EXTERIOR LIGHTING HAS BEEN PROVIDED AT THIS LOCATION. SEE SHEET ADRL10. 9. DESIGN DETAILS FOR THE COMMON OPEN SPACES CAN BE FOUND ON SHEET 1.1.02 10. SUBSTANTIAL ARTICULATION OF THE UPPERMOST LEVEL HAS BEEN ACCOMPLISHED BY EXTENDING THE WHITE COLOR (DISTANT GRAY) (PT9) ALONG AREAS OF THE UPPERMOST FLOOR SEE SHEETS A3A1-A3.07 THE LANDSCAPING PLAN DOESN'T NEED TO BE CHANGED AND SO THE WALL AREA AT THE SOUTHEASTERN CORNER OF THE BUILDING DOESNT NEED TO BE REVISED. Type 9Pewdt W9UwsU4o,4Und Uo Penn. -0nd¢ecvieWStatin SouWmoma2noj37- gso;g e,4n4,M B DWI_SmrgngPublicaeata gO32017 :27:0oe RECEIVED CITY OF TUKWILA MAR 022010 PERMIT CENTER URAaf ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East scan coo Seattle, WA98102 info@urbalarchitecture.com www.urba)architecture.com T 206-257-0972 D776 \REGISTERED 'ARCHITECT CHADA ENGTO TATE OF ItiGTO DATE 03,02.2018 cortultart logo .,0,„ name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 t<ey Plan submittals/revsions 100% SD PROGRESS PRIM 09.01.2017 BUILDING PERMIT SET 10.Si.2017 FOUSAATION ONLY PERMIT i 1306.2017 BP CORR 1/60%CD CHECK SEET/i 01.10.2018 BIT SET REVISIONS B' 02A92018 SMOKE CONTROL SUBL 02.28.2018 BP CORR2/100%CD SET A 03.02,2018 drawing title CONDITIONS OF APPROVAL drawing information DATE 03.02.2018 SCALE DRAWN Author JOB D 17-004 opyright me u akn"„moa„cr u, heerrl.lmber STERLING SC BUILDING CODE ANALYSIS ��rBroR.nPE A I h11C��l 11 11 1--0,--> >1 mm-��I r IrT -1r 3wsro .II., BUILDING Nnsro °a° PE°^II NCI I l II II I U ll III 1 _I I :_III-IIII 3 HR HORIZONTAL SEPARATION BCA - BUILDING SEPARATION DIAGRAM AO 04 BAKER BLVD. Gado Reform.: Porrndtact Level 2:.5.-,2Zeklrtget Rosidonlail Levels 6==als Levels 3-7, Type V.9 max. xergm,Typs gar unnmrad Highest Roof: 8.9.72,how Grade Kona WC 16:05.i/70 Aoa rMew. dAreas Inereme ee)seedm3mrommneerx 7.7 n,(3ec7705)-02slsaz0-0.z4 aor. s3): w of R-2A oaa.iiz,0: 0.20,30..mosi ihe sum of lholotios of". actual noor woe per near, edleweale aroa par ,00r for each story shall not exoaed 3. Proposed Roar ke. to IV2-. e q or. sr z9,aoa4ewol.,rzyvase s0.,mb gssa4As,g . 4 ,m r. a4. lova. ftx-a.m7 sr 0,8,027,,,,, ,s,m>r4p,roor,81.1274e,s00r. (&027,4e, Ocurpanoas IBC SOO er Soparotod occupancies SO 508.4 Soo pIans tor location of incitlen. uses. !for rooms:1 -WC 1605.020.o Q 1 A \ BUILDING SEPARATION DIAGRAM - PLAN A0.04) 1"=gO.Orr .rmhwsrm MAIM.Ns VOtn.ns.oE evn, raerrsa]r nr eTa 3r, nrtlevpsa7) ea(TamaE92F,nr inrti)e"t 3r +n"ie'ra<-n elan to,Lesers 42) nr horn./T-7:= ire ' n c15 intent any par Table 001 air sot, s p"'sarrea,a eearse AR o.nor walls aro, , rated and nave a lire ary.ation distance at 10. or more. rac'xemia es nod parsmry(°nroot°nag, pew"denial: m SEE OPENING DIAGRAMS: 3/A0.04, 4/A0.04, 5/A0.04 recurs all ation Fire (Type � m005 broo 2 fi 11lri000n evna3]waova3mnoraoma srparasnim mero] 110nae'aaaae'nree rag. Errammaasnanoa exam, ve.z-Lnoradzo Frye tion s Pon Ilaa:nanidor..�. be 1,our shall conswcaa eeraa pan more. o terminate at rated fireWt.! re varrmteatng see dotolpM.m al a opening 2 Ma,,or mvd prov io�naeop reen ortal(c. of firo arc.. atrer,o0vel separated wmen comma perhec,om.,. zcwaor pen rIr'" mt0+6.05u20r Fire snanenncosdaashall. ...aaredasfire Imola, 0pernrresand vane..n.necessary for the pmposeameshaft are prohibited see uewila 0n, wan p.rinklmSystems WC 10.05.050J<1606039 amn13 minder system ropaedrnawcroup ft",xmancies NFPA,3smnklersystem provided uxoumroe,autruud'nps rCtr cams Class GtarnPireashall nelocated lnevrryaennrep. Mg.,. to Ole standpipe on every other /evel shrlIng at level 3_ pass lsbnnppesprwwe0in each smuveu. Fuetuse razes 0. amine s msnu onleve53.3 a], See,anatarlorstl«u e nap...,11401646.0 saz«nso°s v re rater Emergencypower generator regured per WC le....080. Emergency generator prowled oo Level 1 . See pens. =74.7.;" u lop room, and ...Wed s.e.p. ea, OnOlans ans.. A2.01,2.03 for smoke alarm locations . E nz ndi atoolor shaft, . Oxit stairway mtlosuros Mall be. poem.. IBC CO alano than bo local. outOide Ot OlOepin0 arc. in Pooh dv.c.ing el units. BAKER BLVD. 60' RO.W 16T-11 TOTAL BUILDING PERMETEO 795 FRONTAGE ON PUBLIC WAY OR OPEN SPACE>20: 386. Commercial Kitthen:200 pros, mss Aosessory am doss Em C130,3 ..pane a«.,ntroadax„n,a�apramaonmensao.°tl«°.00 At least 2 adrs reanirea nom eam amn. ore ex.i.topranaedRom each stay. rse,00r°p"idion r„.deat oaaw«,tmaw I aaaemmsdnsru,snd.«.A0.0 Be t009.e o"n" bno.ma,avnmexnsaagr" eamaremor sarmabove opmnsr«moxt,onros roc Tatse,arr.z enco aaaoaelsnnad«adr a«rrpantwamaxuma .0roma anmaatsA, Ossv.en in Corticloro shall be coolinuoos to at teast one exit. iyo. Corn. oachar" IBC t02 ails shall discharge to Me exterior. mu� enm. saw n mscharpes mrougA Po in,,ampa PM,. Lever,. Egresseoudss4NrpmmedrnemceaerosaponipYv Walls rounp egress cowls o10.inwidth shell be', hr rated Pmvased ogres mono ere ngmwam rq IBC 1106.2 ft-2.Alleast 2%otNovi/fed d shall beaaesvnle. GuestEmphoyee Parking: for 1,5 space, 1 Space [AO cea:omi Al least 1 of speoa everyea«esamra spaoeastwrneawo-ameas,bm spacesIQ, Accessible provided. 3(ncNamg 1 mnauessiPM uftmproyeepark":,s 7rsceasmewaoesvro.re e�(ron.a"esaibrar ,A.o.oe,s,s,.r.tellIngasieepngu u be proportionate,rdis.. among unit types VI Totmu %166 Type a Unita:15] bon Type VA mrewc.0ass B crass a roan, provided Glca.In haaarIousmallans wallto sateW,iaon,. see mow d door smmuas an streets Asot A6.M forrocauo d 5metsa,.° 0 At least one elevator stall beprovIded (afire ` shall accommodate a z4 x04 ambmmcoswatmer. « peat«trace Alo 7a10 5modmeambmarwaswetarer. see s,eyat« BUILDING FRONTAGE DIAGRAM A0.04 AVERAGE GRADE PLANE CALCULATION (AVERAGE OF BUILDING CORNERS), ACP a(27.78+2697>30.20+28.17)/4=20.20' AVERAGE GRADE PLANE »\V emlSele. I.N.'II... m'. _ L�ilxn _m n 1 1=11 111 1-111 I I.=i 1=1 I I=1 i r I 1 I 1 11 10515' FIRE SEPARATION DISTANCE 45% ALLOWABLE UNPROTECTED OPENINGS iUNPROTECTED OPENINGS BETWEENIO'51S > 20' FIRE SEPARTION DISTANCE UNLIMITED ALLOWABLE UNPROTECTED OPENINGS e8,i16 SF e 45 = 3,652 SF ALLOWABLE =2,S40 SF <3,6525F; COMPLIANT 11 11 L Ili 111=11 15520' FIRE SEPARATION DISTANCE 75% ALLOWABLE UNPROTECTED OPENINGS =7,3175E x.75 = 5,488 SF ALLOWABLE UNPROTECTED OPENINGS BETWEEN 15'520' = 2243 SF, 5,4885E COMPLIANT > 20' FIRE SEPARTION DISTANCE UNLIMITED ALLOWABLE UNPROTECTED OPENINGS BCA UNPROTECTED OPENINGS ELEV - WEST 4 BCA UNPROTECTED OPENINGS ELEV - SOUTH DOTTED LINE INDICATES EXTERIOR WALL WITH FIRE SEPARATION DISTANCE BETWEEN 10-15 FEET; SEE 5/A004 I14' DOTTED LINE INDICATES EXTERIOR WALL WITH FIRE SEPARATION DISTANCE BETWEEN 15-20 FEET; SEE 4/A0.04 BAKER BLVD. 60' R O.W. REVIEWED FOR AtICE APPROVED APR 0 S 2010 PERMIT CENTER URBALe ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 hcense DATE 0130.2018 consultant logo ro,ect name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 pia submittals/revision 100% SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.3/.201 OLINOA110N ONLY PER IT Aj 1206.2017 IP CORR.i 160% CD HE MT 01.102018 drawing HHe BUILDING CODE ANALYSIS drawing information DATE 01.10.201E SCALE As indicated DRAWN Author JOB 20 17-004 opyright eel number A0.04 BCA UNPROTECTED OPENINGS PLAN A0,04 PaMck C. Hayes Energy Consultant PO eox 65052 Seam, WA 90155 206.8..7684 palriekchaves....cem I Page 1.1 2015 WSEC Energy Code Energy Code Compliance Cover sheet Project: Sterling South Center Whole Building Fnereyc4de 2015 WSEC Energy Code 0A6210, Component perromvrrw bulldaa envelope Compliance 16.0a aPBnn 011W09151*r161W62 aA<x 1.61 Reduced arlmiaatan, CO. Sect. C40604tlens..T etme3v4gw nem92 nenurodughnng Power Pick On We Renew.: energy Per ,t � A � J\ l� ,.nJ.�ma1f n � /�cwss I&II-IIII- k i �/ �f V i81,1,6-Contt116 V v Description Page 022.18heet 1Sodas UA ...ohs 2amiea Fenlsb090 Schedules 3series Assembly Calcul.. Ow., BP Calculations 5 series Unit by Unit heat Loss Calculations 6.1es Pair. C Hasew Patrick C. Xa. Enarevcensiwent Pavia C. Hayes 206.819.7684 Energy Consultant POIles 65052 pa teek0hdvestemcn.5eatee, WA 98155 Date: Project: 111072018 Sterling South Center IPage3.1 I 2015 WSEC Energy Code Fenestarion Schedule, Metal Framing Fixed, for Energy Code Compliance Wintlow 80amtnga Glaxirlg Famin8 Ref., NPR,,,, TYPe quantity Width HeightDeadpdon Glazing Reg, Spacer Ref. Rweir. SF Each Total. UFa.r UA SHGC 51.16. VT VTA 51 Pawnee...45560 FW-KAW-39113 GA. through 1 64.75 8 90%Argon fin, TGI PPG4718, 5h P....39858 518 518 0.33 170. 0.33 170.94 0.61 31508 59 Wave er451UT3060 Sawn.' TNC-3958 FW-KAW-39113,GA- z9,510 2 12.33 10 %MArgon fin, TGI PPG3718, SA- P161W-39558 123.3 247 0.33 81378 0.33 81,38 0,61 15003 Wave TNC-3958 511 Kawneer 451415860 nV-KAW-39113,GA. through 1 80 8 90%Argon Fin, TGi PPG4718, SA- PKAW-39858 640 640 033 211.2 0.33 21120 0.61 390.40 518 Wave 4NC-3958 Kawneer 451 UT 5860 F W-KAW-39113, GA S19 1 11 8 90%argon Flg, TG1 P 20, SA KP.P w 49858 83 88 0.33 29.04 0,33 29.04 0.61 .a Ss6 Wave TNC-3958 Kawneer.1 UT S860 FW-KAW-39113, GA. 519 1 4 3 9016Argon Fig, TGI PPG-47113 SA- P.KAW-39858 4 4 0.33 132 0.33 1.32 0.61 244 520 Wave Keer451 UT5560 174C-3958 FW-KAW-39113,GA. through 1 12308 8 90%Argon Fill, TGI PPG4713 SA- P-KAW-39858 968.64 969 0.33 319.6512 0,33 319.65 0.61 590.87 531 Wave TNC2958 532, 533, 536,537 1 53.17 8.25 Kawneer 451 UT 5660 96814rgon Fi4,361 FW'KAW-39113, GA. 7934718, SA- P30W-39858 438.6525 439 0,33 144.7553 0.33 144.76 0.61 26758 538 Wave Keer451 UT5860 NC-3958 FW-KAW-39113,GA- through 1 27 6.5 90%Argon fill,TGl PPG4713, SA- PKAW-39858 229.5 230 0.33 75,735 033 75.74 0.61 140.00 MI Wave TNC-3958 Entrance K awwer 451 U56 T60 6W-14.-39113, GA. Dr Deduct 1 90%Argon Fill, TGI Wave PPG4718, 5A. TNG3958 P.KAW-39858 -508 -508 0.33 067.64 0,33 -167.. 0.61 -309,88 Place Kawneer 451 UT 5860 FW-KAW-39113, GA. Holder 90%Argon FM, MI Wave 11PG-4718, SA- TN5-3958 P-KAW-39858 0 0 0.33 0 0.33 0.00 0.61 ORO Summary I Totals 2625 866,38 865.38 1601.49 Total SF of Fenestration 2625 Average4-Fattor 0.330 Average SHGC 0.330 Average VT 0.610 Page3.5 Type Quantity WItlth Height Hesrlppon Glazing Description NPRC CP06 Total SF Each SP U- Factor UA 5190C SHGCA VT VTA Glazed SwlnB 0..1 25 3 Holder Total CK 617 7 Glazed Swing Door VPI 360 VPI Vinyl VPI-A41- 0000400001 Cardinal366,Argon Cardinal 366, Argon Ot66800005 21 525 0 0 0.28 0,29 147.011 QW 0.17 0,22 89,25 000 Q38 0.52 199,50 0,00 I Totals 20458 5511.85 3940.10 9233.60 Summary Total SF of fenestration Average 1.14acter Average SHGC Average VT 20458 0.269 0.19 OAS I Average Window SF 40 Patrick C. Hayes Energy Consultant ptrickchavesl4msn.com 206.819.7684 PO Box 65052 Seattle, WA 98155 2015 WSEC Energy Code Section C402.1.3 UA Compliance Calculations Whole Building Date: 1/10/2018 Project: Sterling South Center Gross Wall 68932 Total SF of Glaring 23591 Glazing % of Gross Wall 34.22 Average SHGC 0,209 Maximum Glazing Vertical & Overhead, 30%of Gross Wall ' Page 2. Building Component Proposed UA Table C402.1.2Code UA VA Net Difference Roofs U-Fatter Area UA U-Factor Area VA UA Diff Insulation Entirely Above Roof Deck 0.024 32692 794.07 0.027 32692 882.68 88.61 Metal Building 0.00 0.031 0 0.00 0.00 Attic or other 0.127 92 11.72 0.021 92 1.93 -9.79 Joist or Rafter 0.000 0 0.00 0.027 0 0.00 0.00 Above& Below Grade Walls Mass, Wall Group R Mass Wall All Other Mass Transfer Deck slab Edge Steel Framed Metal Stud Walls Wood Framed and other U4actor Area UA 0.074 3296 243.11 0.000 0 0,00 0.267 1466 390.91 0.057 3077 175.06 0.054 37460 2022.84 U-Factor Area UA 0.078 3296 257,09 0.104 0 0.00 0.200 1466 293.20 0.055 3077 169.21 0.054 37460 2022.84 UA Diff 13.98 0.00 -97.71 -5.85 0.00 'Page 3.2 I 2012 WSEC Energy Code Fenestarion Schedule, Entrance Doors Code Compliance WIndow Type Chtwtnv Width Heigh owription Glazing Deseription NFRC CP06 5F Each Total5F U-Panes UA 51160 SMOG Vr VTA AW AA425 Pau. 1116 FW-KAW40224,GA. 59,510 1 6 8 5860s2,90...en TGI Wave P 4716, 5. TNC4263 PKAW.38275 48 48 0.46 22.68 0.22 10.56 0,37 17.76 SAW AA423 Pair, r" IG FW.KAW-40224, GA. 519 1 4 8 56.41, 90% Argon TGl P . P.11638773 32 32 0.46 14.72 0.22 7Oa 0.32 11.31 Wave TNC-4263 40224, GA. 556062, 301tArgenMt PPG4718, SA- P8.138775 0 0 0.46 0 0.22 0,00 0.37 0,00 Wave multi Sahing NC4263 NAN-h416 534,526 1 22 8 rsSystem, Nanawall NSW 60 PPG 5660 Argon or;,,,,W01 428 428 031 132.68 0,24 102.72 0.42 179,76 KAW AA425 Pau. 11 IG FW.KAW40224, GA. 556062, n461 P - P.KAwd8775 0 0 0.46 0 0.22 0.00 0.37 0.00 Wave TNC4263 Summary I Totals 508 16900 120.32 20936 Total SF of fenestration 508 Average Udactor 0.3336I2 Average SHGC 0.2368504 Average Vl OA12126 Overall Average SHGC & VT Avg. SHGC Avg.. 5F A5HGC AVT Non Metal All 0.19 0A5 20458 3940.10 9234 Metal Entrance Doors 0.2368504 0.412125984 508 120.32 209 Metal Fixed 0.33 0.61 2625 866.38 1501 Totals 23591 4927 11044 Average SHGC 0.21 Average VT 0.47 T0ta15F of Wore Front 3133 Patrick C, Hayes 206.819.7684 Energy Consukant PO Box 65052 yatrickchayeslOmsn.com Seattle, WA 98155 Date: Project: 1/10/2018 Sterling South Center Punched Opening Window Quantities (Page 3,6 I Window Quantity Schedule for Energy Code Compliance Only. 1 Do Not Use for pricing), ( Not to be Used by Window A3.02 East A3.03 A3.04 A3.06 CT Type A3.01 North El. El. South El West El A11 4/A3.06 Window Type A1, A2 40 60 35 60 64 10 81,82 5 15 8 Cl, C2 20 5 10 18 10 C3 10 D 5 10 10 El, E2 25 25 15 30 F1, F2 G H J K M Steel Doors Glazed Swing Door VPI Totals 2 4 L5 L6 17 100 105 90 65 20 0 269 Al, A2 28 131, 02 63 C1, C2 10 C3 25 D 95 E1, E2 O F1, F2 O G 0 H l O M Steel 2 Doors O 0 Glazed Swing 25 Door VPI O 0 O 0 517 T-Check 380 Total Page 2.2 Building Component Proposed UA Table C402.1.2Code UA UA Net Difference Floors Mass Joist/framing U-Factor Area UA 0.025 25638 640.95 0.000 0 0.00 U-Factor Area UA 0.031 25638 794.78 0.029 0 0 UA Diff 153.83 0.00 Slab on Grade Unheated Heated F-Factor Area UA 0.730 229 167.17 0.00 F-Factor Area UA 0.54 229 123.66 0.55 0 0 UA Diff -43.51 0.00 Opaque Doors Swinging Roll -Up or Sliding U-Factor Area UA 0.160 42 6.72 0.00 U-Factor Area UA 0.37 42 15.54 0.34 0 UA Diff 8.82 0.00 Fenestration 500-Met4l Framing (all) Metal Framing Fixed Metal Framing Operable Entrance Doors Skylights U-Far-tor 0,269 0.330 0.334 Area 20458 2625 508 UA 5511.85 866.38 0.00 169.48 0.00 U-Factor 0.280 0.340 0.400 0.600 0,500 Area 20458 2625 0 508 UA 5728.10 892.63 0.00 304.80 UA Diff 216.25 26.25 0.00 135.32 0.00 Summary Proposed Totals 127583 11000.26 Code Totals 127583 11486.47 486.21 Area Net Difference UA Net Difference %Over or Under the Code Glazing % Average SHGC 0.000 486.21 4.42 34.22 0.209 Section C406.8 Enha ced Envelope Performance Does Not Comply 95.77 This Numb r Can not Exceed 85 Overall Average U-Factor 11.60 Overall Average U-Factor 0.086 C. Hayes 206.819.7684 Consulant PO Box 63052 !e500men,.. m. Seattle. WAW Da' Prof 1/10/2018 Sterling South Center Page 3.4 2015 WSEC Energy Code Fenestarion Schedule, Non Metal, ( All) for Energy Code Compliance nd 4ai U. Ou sty widtn Xeg t De. GI rg uiPUen NFRCCP. zF Sarn TSP Factor UA 269 28 63 10 25 ss 6.5 Cerement VW Vinyl Card11a1366,.. 01160000M VP4A10 9 6.5 Casement VPi Vinyl Carded 366, Argon 0,9000. 3 6.s ...WWI,. Cardinal 366, Arson D Daogo4 Pe 3 6.5 Fixed VPI Vinyl Cardin.. Argon 011 0M VPIW.18. 3 4 Fixed VPI Vinyl Cardinal 366, Argon 0VAOOM PI - a seo VPI vinyl caalna1366, Argon 01 66800005 3 7 Casement VPI Vinyl Ca0lna1366, Are0n 01190-00004 VPI 4.5 ] Casement VPi Ynyl Gaea1366, Argon 0 0-0000004 7 Casement VPiVinyl Grdlnai 366, Argon 0119000004 4.5 J Casement VPi vinyl Cardinal 366, Argon O WI90.W0064 5.5 ] Casement VPI WWI Cardinal 366, Argon 01190.00009 9000004 ] Casement VPl Vinyl CaMNai 366, Argon 0 VPI-t9. CasemensvPi vinyl card. 3., Argon 0119,30004 caremaMVPlvnvl Cardinal 366, Argon O 00.00004 wl0 Fixed VW xnd vviml Cardinal 36s, Argon o1n106900p4 39 10491 0.26 2727.66 59 1638 0,26 425.88 20 1229 0.26 32943 20 195 0,26 50,70 21 0.26 0.00 32 0 0,26 0,00 28 0 0,26 0.00 32 0 0,26 0,00 39 0 0.26 0.00 35 0 0.26 000 O 0 026 0.00 O 0 0,26 0.00 O 0 0.26 0.00 0.38 294.84 0.92 68706 .22 42.30 0.53 103.35 022 66.00 0.53 159.00 1337.60 0,52 3161.60 0,38 0,00 0.42 0.00 0.18 0,00 042 000 0.38 0.00 0.42 0.00 18 0,00 .2 ORO 0.18 0.00 0,42 0.00 0.18 0.00 OW. 0.00 0.18 0.00 0.42 0.00 2z 0..00 0.53 0.60 Patrick C. Hayes Energy Consultant patrickchayesi@msn,com 206.819.7684 PO Box 65052 Seattle, WA 98155 Date: 1/10/2018 Project: Sterling South Center 'Page 3.7 RE1fIE1^ D FOR APPROVED APR 0 0 2018 t n-Rl 2015 WSEC Energy Code Opaque Door Schedule for Energy Code Compliance Door Type quantity Width Height Desription SF Each Total SF UT actor UA Exterior Doors 2 Steel or Fiberglass 7 isolated 21.00 42 0.16 6.72 D61 Skin Steel Emergency Exit Door 1.75" Polyurethane Foam 0.00 0 0.31 0 0 0 0.3 0 U-Factor Source Table 107.1(3) SEC Table 107.1(3) SEC Totals 42 7 Summary Total SF of Opaque Doors Average Door U-Factor 42 0.160 R CEIVED CITY OF TUK W I LA MAR 0 2 2013 PERMIT CENTER URAEI ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East suns too Seattle, WA98102 info@urbalarchitecture.com www-urbalarchitecture.com T 206-257.0972 license 9776 'RERCHITECTO:STERED A CHAD A E'M`fL' STA. OP 13 SHIN.. DATE 03.02.2018 co..sultant logo ',eat nerve STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 Y plan submittals/revisions 100%SO PROGRESS PRIM 0907.2017 BNLDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERM IT Fi 12.06.2017 BP CORK i 160% CD CHECK SET 1 01.10.2018 BID SET REVISIONS 0209.2018 SMOKE CONTROL SUBMITTAL 02.28.2018 BP CORR. 2/100% CO SET ,. 03.02.2011 drawing title ENERGY ANALYSIS drawing inforrnation DATE 03,02,2018 SCALE 124 a T-0" DRAWN Author JOB N 17-004 copyright avaeneaea.etcr s he number Patrick C. Hayes 206.819.7684 Energy Consultant PO Box 65052 patrickchayesl(amsn.com Seattle, WA 98155 Date: 1/10/2018 Project: Sterling South Center 2015 WSEC Energy Code Assembly Calculations Mass Wall Assembly Calculations Description Concrete or CMU Wall Assembly ID C3, C5/A9.01 Page 4.1 Component Net SF of Assembly Component U- Assembly Components Factor Assembly UA Factor U-Factor Source Table. A101.5 Ouside Air Film 0.17 WSEC Table. A101.5 8" concrete or CMU at R.0625(in 0.5 WSEC 1" Semi Rigid Mineral Fiber, R4.2(in. 4.20 Ind. Std. 2.5" Metal Stud, R10 batt corrected at .5 5.00 0.124 Table. A101.5 5/8" Gyp 0.56 WSEC Inside Air Film 0.68 SF Source SF Total R Factor 11.11 Total U Factor 0.09 OA2 473 Total Net SF of Assembly 1015 0A9 542 Assembly UA 91.31 Total Net SF 1015 Description Insulated Slab Edge Assembly ID 5/A800 Page 4.4 Component Net SF of Assembly Component U- Assembly Components Factor Assembly UA Factor U-Factor Source 1.5" Polyiso Rigid,R6.5/in 9.75 Ind. Std. Table. A101.5 Slab Edge 1.23 0.816 SEC SF Source SF Total R Factor 10.98 OA18 800 Total U Factor 0.09 Total Net SF of Assembly 800 Assembly UA 72.89 Total Net SF 800 Wood Stud Wall Assembly Calculations Description Assembly ID Wood Frame Exterior Walls Type 5 1hr building Page 4.7 Assembly Components 2x6 Wd FR, R21, Intermediat Framing, Insulated headers, 2 Stud Corners, Headers in the floor system, R21 at Rim Total R Factor Total U Factor Total Net SF of Assembly Assembly UA Component Net SF of Assembly Factor Assembly UA 18.52 18.519 0.054 37460 2022.84 Component U- Factor U-Factor Source 0.054 A103.3.1(5) WSEC SF Source SF OA15 56018 OA16 1900 Less Vinyl Glazing, L1-L5 -20458 Total Net SF 37460 Total SF of Wood Stud Wall 37460 Total UA 2022.84 Average Wood Stud Wall U-Factor 0.054 Description Concrete Wall Assembly ID C6/A9.01 Page 4.2 Component R Net SF of Assembly Component U- Assembly Components Factor Assembly UA Factor U-Factor Source Table. A101.5 Ouside Air Film 0.17 WSEC Table. A101.5 8" concrete or CMU at R.0625/in 0.5 WSEC 4" Semi Rigid Mineral Fiber, R4.2/in. Total R 16.4 Corrected at.80 13.12 Ind. Std. Table. A101.5 5/8" Gyp 0.56 WSEC Inside Air Film 0.68 SF Source SF Total R Factor 15.03 0A4 1550 Total U Factor 0.07 0A7 732 Total Net SF of Assembly 2282 Assembly UA 151.80 Total Net IF 2282 Total SF of Mass Wall Total UA Average Mass Wall U.Factor 3296 0.074 243.11 Description Insulated Slab Edge Assembly ID 1/A800 Page 4.5 Component Net SF of Assembly Component U- Assembly Components Factor Assembly UA Factor U-Factor Source 2" Semi Rigid,R8.4 9.75 Ind. Std. Table. A101.5 Slab Edge 1.23 0.816 SEC SF Source SF OA14 311 Total R Factor 10.98 Total U Factor 0.09 Total Net SF of Assembly 311 Assembly UA 28.34 Total Net SF 311 Total SF of Mass Wall Total UA Average Mass Transfer Deck SE U-Factor 0.267 1466 390.91 Mass Floor Assembly Calculations Description Assembly ID Page 4.8 Assembly Components Component Net SF of Assembly Factor Assembly UA R38 Batt under PT Deck, or 6" Foil Face Polyiso at 116.5(in. 40.00 Total R Factor Total U Factor Total Net SF of Assembly Assembly UA 40.00 0.025 25638 640.95 Component U- Factor U-Factor Source 0.025 Ind. Std, WSEC SF Source SF 0A19 25638 Total Net SF 25638 Total SF of Floor Total UA Average Mass Floor U-Factor 25638 0.025 640.95 Mass Transfer Deck slab Edge Description Not Insulated Slab Edge Assembly ID See all Sections Sheets Page 4.3 Assembly Components Not insulated Slab Edge Total R Factor Total U Factor Total Net SF of Assembly Assembly UA Component Factor 1.23 1.23 0.816 Net SF of Assembly 355 Assembly UA 289.68 Component U- Factor 0.816 U-Factor Source Table. A101.5 WSEC SF Source SF 0A17 Total Net 5F 355 355 Metal Stud Wall Assembly Calculations Description Assembly ID E3, E4, ES, E6, E6a/A9.02 I Page 4.6 Component Net SF of Assembly Component U- Assembly Components Factor Assembly UA Factor U-Factor Source 6" Metal Stud, 16" oc, R19 16" OC 9.17 0.109 A1033.6.1)1) WSEC 2" Semi Rigid Mineral Fiber, 8.40 SF Source SF 0A13 3800 OA22 2410 Less Store Front Total R Factor 17.57 Glazing -3133 Total U Factor 0.057 Total Net SF of Assembly 3076.61 Assembly UA 175.06 Total SF 3077 Total SF of Metal Stud Wall Total UA Average Metal Stud Wail U-Factor 0.057 3077 175.06 Roof Assembly Insulation Entirerly Above the Deck Description Assembly ID Page 4.9 Assembly Components Outside Air Film Membrane Sheathing 6" of Polyiso Rigid, R6.5/in, R39 1 Extra Layers of 5/8" GWB Inside Air Film Heat Flow up Total R Factor Total U Factor Total Net SF of Assembly Assembly UA Component R Net SF of Assembly Factor Assembly UA 0.17 0.33 0.50 39.00 0.56 0.61 41.170 0.024 32692 794.07 Component U- Factor U-Factor Source 0.027 0.027 WSEC Table. A101.5 WSEC SF Source SF 0A21 32692 Total Net SF 32692 Total SF of Roof Total UA Average Roof Wall U-Factor 32692 0.024 794.07 RECEIVED CITY OF TUKWILA JAN112018 PERMIT CENTER REVIEWED FOR Ii xg-APe0MVEA - APR 0 3 1018 Ye 6 URBALI ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SPITE too Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 icense 9776'RARCHITEEGISTERCT'ED 1.--Nt. Sf TG Oft.1IINGTO DATE 01.10.2018 consultant logo project name STERLING SOUTHCENTER,AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submittals/revisions 100%S.D PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PE IT 1206.2017 BP CORR. 1100% CDNEC KSET 1 01.10.2018 drawing title ENERGY ANALYSIS drawing mtormation DATE 01.10.2018 SCALE 12" = i'-0" DRAWN Author JOB # 17-004 copyright PP Aasheet number Roof Assembly Calculations, Attic or Other Description Assembly ID Roof at Service Hood Page 4.10 Assembly Components Outside Air Film 1" Polyiso R6.5/in 9" Concrete at R6.025/in Component R Net SF of Assembly Factor Assembly UA 0.17 6.50 0.56 Inside Air Film, Heat Flow Up 0.62 Total R Factor Total U Factor Total Net SF of Assembly Assembly UA 7.850 0.127 92 11.72 Component U- Factor U-Factor Source Table. A101.5 WSEC Ind. Std lame. Al01.b WSEC SF Source SF 0A19e 92 Total Net SF 92 Total 5F of Roof Total UA Average Roof Wall U-Factor 92 0.127 11.72 Building Opaque Assembly SF Calculations 04 # Level of OA Description of OA Detail or Assembly Height of 0A LF of OA Total LF of OA Number of Floors Tota15F of OA. Page 5.2 0612 0913 0914 0A15 0A16 0A17 0418 0619 0A20 0421 0422 Gross P-Line Penthouse L2 L2 L3-L7 Roof L3 L3 Floor Roof Roof L1 Wood Wood Insulated TO Frame Frame Not Insulated Insulated SE Walls Walls TD SE TD SE E6A E6A 9.5 9.5 1 48.5 10 1 1 1 1 1 10 63 400 49 355 33 120 800 32368 32692 241 26 91 196 33 120 -263 48 82 208 38 56 -1877 110 63 -56 38 12 -2551 19 26 165 16 30 -2039 46 48 32 17 49 181 91 24 82 12 8 6 8 534 400 311 1155 190 355 800 25638 32692 0 241 1 1 1 1 1 1 1 1 1 1 1 5073 3800 311 56018 1900 355 800 25638 32692 0 2410 0A19 Floor at Service Hood 1 92 92 1 92 Patrick C. Hayes 206.819.7684 Energy Consultant PO Box 65052 patrickchavesl@msn.com Seattle, WA 98155 Date: 1/10/2018 Project: Sterling South Center Page 6.2a 2015 WSEC Residential Energy Code for R Occupancy Unit by Unit Heat Loss Calculations Degree Delta 46 Deg Unit Type Type 5 Type 8 Type 9 Detail 1/A556 1/A559 1/A560 Unit SF 814 333 1400 Slab on Grade LE 0 0 104 0 0 0 AG Slab Edge SF 45 14 0 0 0 0 Floor SF 0 0 0 0 0 0 Roof SF 814 333 0 0 0 0 Volume CF 7326 2997 12600 0 0 0 Gross Wall SF 405 126 936 0 0 0 Windows SF 151 85 382 0 0 0 Opaque Door SF 0 0 0 0 0 0 Net Wall SF 254 41 554 0 0 0 Slab on Grade F 0.73 0.730 0.730 0.730 0.730 0.730 0,730 Slab on Grade Btu/hr 0 0 3492 0 0 0 AG Slab Edge Avg. U 0.267 0.267 0.267 0.267 0.267 0.267 0.267 AG Slab Edge Btu/hr 552 172 0 0 0 0 Floor U 0.025 0.025 0.025 0.025 0.025 0.025 0.025 Floor Btu/hr 0 0 0 0 0 0 RoofL 0.127 0.127 0.127 0.127 0.127 0.127 0.127 Roof Btu/hr 4769.94 1951.34 0.00 0.00 0.00 0.00 Q=1.08 x CFM x Volume Delta 2901 1187 4990 0 0 0 Glazing U 0.269 0.269 0.269 0.272 0.272 0.272 0.272 Window Btu/hr 1871 1053 4775 0 0 0 Opaque Door 0.160 0.160 0.160 0.160 0.160 0.160 0.160 Opaque Dr Btu/hr 0 0 0 0 0 0 Net Wall U 0.054 0.054 0.054 0.054 0.054 0.054 0.054 Net Wall Btu/hr 631 102 1376 0 0 0 Slab On Grade Assembly Calculations Description Assembly ID F1/A9.01 Assembly Components Not Insulated SOG Total F Factor Total Net SF of Assembly Assembly UA Component F Net LF of Assembly Factor Assembly FA 0.73 0.73 229 167.17 Page 4.11 Component F- Factor F-Factor Source 0.73 A106.1 SEC SF Source LF OA3 229 Total Net SF 229 Total IF of Slab on Grade Total FA Average Slab on Grade F-Factor 229 0.73 167.17 I Page 6.2b Unit by Unit Heat Loss Summary, and Room by Room Heater Sizing DHL Min. Btu/hr DHL Max. Btu/hr 13943 20915 5581 18291 8372 27437 0 0 0 0 0 0 Unit Type DHL watts Max DHL Watts DHL Watts/SF Type 5 4085 6128 5.02 Type 8 Type 9 1635 5895 2453 8843 4.91 4.21 0.00 0.aa 0 0 0 0 eorv/ol amv/ol 0.00 0 0 #DIy/el Max DHL Watts /SF 7.53 7.37 6.32 #WV/al uoiv/ol #oiv/m Average OHL, Watts/SF 6.27 6.14 5.26 nmv/0l 408/01 808/m Unit Type 0.00 0.00 0.00 0.00 Page 6.2a Electrical Heat Sizing Bath 1 Bedroom 1 Bedroom 2 Living Room Kitchen Loft Entry Total Installed Watts Watts Heat Lamp 500 750 1000 500 250 0 3000 Watts Watts Heat Lamp 250 1000 3000 1500 1250 250 0 0 1250 6000 Watts Watts Heat Lamp Heat Lamp 0 0 0 0 Watts Heat Lamp 0 King Electric Mfg. Co 9131 10th Ave 5 Seattle, WA 98108 206.762.0400 Heater Source Fan Based Model PAW 1215 PAW 2022 Base Board Model CB CB 350W to 1500W Patrick C. Hayes Energy Consultant patrickchavesl@msn.com 206.819.7684 PO Box 65052 Seattle, WA 98155 Patrick C. Hayes Energy Consultant patrickchayesl(amsn.com 206.819.7684 PO Box 65052 Seattle, WA 98155 Date: 1/10/2018 Project: Sterling South Center Building Opaque Assembly SF Calculations OA# Level of OA Description of OA Detail or Assembly Height of OA LF of OA Total LF of OA Number of Floors Total SF of OA 0A1 L1 Gross P-Line 1 45 64 32 49 54 52 57 118 2 473 1 473 0A2 L1 Concrete Wall C3/49.01 10 20 57 77 1 770 0A3 0A4 OAS 0A6 0A7 OAS L1 L1 L1 L1 L2 L2 Stair LGS + Stair Stair LGS + Brick, 2 50G CMU Wall Concrete Brick, 2 Hour CMU Wall Hour C6/A9.01 E8/A9.02 C6 68/A9.02 1 10 11 9.5 9.5 9.5 52 20 3 19 52 8 57 32 19 10 21 19 118 49 7 43 10 2 54 22 9 229 155 22 36 77 46 1 1 1 1 1 1 229 1550 242 342 732 437 OAS L2 Concrete Wall C3/A9.01 9.5 57 57 1 542 ' Page 5.1 0A10 L2 LGS 9.75" Rigid, Cladding E66/A9.02 9.5 349 349 1 3316 0A11 L2 LGS 5.5" Rigid, Cladding E6a/A9.02 9.5 5 5 1 48 Date: 1/10/2018 Project: Sterling South Center I Page 6.1a 2015 WSEC Residential Energy Code for R Occupancy Unit by Unit Heat Loss Calculations Degree Delta 46 Deg Unit Type Type1 Type 2B Type 3 Type 4A Type 4B Type 5 Detail 1/A551 1/A552 1/A553 1/A554 1/4555 1/A558 Unit SF 322 590 660 779 800 1000 Slab on Grade LF 0 0 0 0 0 0 AG Slab Edge SF 16 15 28 28 28 74 Floor SF 0 0 0 0 0 0 Roof SF 322 590 660 779 800 1000 Volume CF 2898 5310 5940 7011 7200 9000 Grass Wall SF 144 135 252 252 252 666 Windows SF 86 87 126 134 134 214 Opaque Door SF 0 0 0 0 0 0 Net Wall SF 58 48 126 118 118 452 Slab on Grade F 0.73 0.730 0.730 0.730 0.730 0.730 0.730 Slab on Grade Btu/hr 0 0 0 0 0 0 AG Slab Edge Avg. U 0.267 0.267 0.267 0.267 0.267 0.267 0.267 AG Slab Edge Btu/hr 196 184 343 343 343 908 Floor U 0.025 0.025 0.025 0.025 0.025 0.025 0.025 Floor Btu/hr 0 0 0 0 0 0 Roof U 0.127 0.127 0.127 0.127 0.127 0.127 0.127 Roof 010/hr 1886.88 3457.32 3867.52 4564.84 4687.90 5859.87 Q=1.08 x CFM x Volume Delta T 1148 2103 2352 2776 2851 3564 Glazing U 0.269 0.269 0.269 0.272 0.272 0.272 0.272 Window 616/6r 1066 1078 1575 1675 1675 2675 Opaque Door U 0.160 0.160 0.160 0.160 0.160 0.160 0.160 Opaque Dr Btu/hr 0 0 0 0 0 0 Net Wall U 0.054 0.054 0.054 0.054 0.054 0.054 0.054 Net Wall Btu/hr 144 119 313 293 293 1123 Patrick C. Hayes 206.819.7684 Energy Consultant PO Box 65052 patrickchavesl@msn.com Seattle, WA 98155 Date: 1/10/2018 Project: Sterling South Center I Page 6.3a I 2015 WSEC Residential Energy Code for R Occupancy Unit by Unit Heat Loss Calculations Degree Delta 46 Deg Unit Type A3 B3 81 B4 B6 B9 Detail 3/A514 3/A514 2/A515 3/A515 2/4517 1/A517 Unit SF 599 652 751 755 631 771 Slab on Grade LF 0 0 0 0 0 0 AG Slab Edge SF 12 24 27 29 29 17 Floor SF 0 0 0 0 0 0 Roof SF 599 652 751 755 631 771 Volume CF 5391 5868 6759 6795 5679 6939 Gross Wall SF 108 216 243 261 261 153 Windows SF 44 88 91 98 99 73 Opaque Door SF 0 0 0 0 0 0 Net Wall SF 64 128 152 163 162 80 Slab on Grade F 0.73 0.730 0.730 0.730 0.730 0.730 0.730 Slab on Grade Btu/hr 0 0 0 0 0 0 AG Slab Edge Avg. U 0.267 0.267 0.267 0.267 0.267 0.267 0.267 AG Slab Edge Btu/hr 147 294 331 356 356 209 Floor U 0.025 0.025 0.025 0.025 0.025 0.025 0.025 Floor Btu/hr 0 0 0 0 0 0 Roof U 0.127 0.127 0.127 0.127 0.127 0.127 0.127 Roof 00u/hr 3510.06 3820.64 4400.76 4424.20 3697.58 4517.96 Q=1.08 x CFM x Volume DeltaT 2135 2324 2677 2691 2249 2748 Glazing U 0.269 0.269 0.269 0.272 0.272 0.272 0.272 Window Btu/hr 545 1091 1137 1225 1237 912 Opaque Door U 0.160 0.160 0.160 0.160 0.160 0.160 0.160 Opaque Dr Btu/hr 0 0 0 0 0 0 Net Wall U 0.054 0.054 0.054 0.054 0.054 0.054 0.054 Net Wall Btu/11r 159 318 378 405 402 199 I Page 6.1b Unit by Unit Heat Loss Summary, and Room by Room Heater Sizing DHL Min. Btu/hr 4441 6942 8451 9653 9851 14129 DHL Max. 81u/hr 6661 10412 12677 14479 14776 21194 Unit Type Typel Type 26 Type 3 Type 4A Type 4B Type 5 DHL Watts 1301 2034 2724 2828 2886 4140 Max DHL Watts 1952 3051 4086 4242 4329 6210 DHL Watts/SF 4.04 3.45 4.13 3.63 3.61 4.14 Max DHL Watts /SF 6.06 5.17 6.19 5.45 5.41 6.21 Average OHL, Watts/SF 5.05 4.31 5.16 4.54 4.51 5.17 Unit Type 0.00 0.00 0.00 0.00 Page 6.1a Electrical Heat Sizing Watts Watts Watts Watts Watts Watts Bath 1 Heat Lamp Heat Lamp 250 Heat Lamp Heat Lamp Heat Lamp Bath 2 Heat Lamp Bedroom 1 500 750 250 250 750 Bedroom 2 750 750 750 Living Room 1000 1000 1000 1000 1000 1000 Kitchen 500 500 500 Dining 500 Entry Total Installed Watts 1000 1500 2000 2500 2500 3500 Heater Source King Electric Mfg. Co Fan Based Model PAW 1215 PAW 2022 9131 10th Ave 5 Base Board Model CB CB 350W to 1500W Seattle, WA 98108 206.762.0400 I Page 6.36 Unit by Unit Heat Loss Summary, and Room by Room Heater Sizing DHL Min. Btu/hr 8120 9809 11154 11376 10325 10732 DHL Max. 8t0/hr 12181 14714 16732 17064 15487 16098 Unit Type A3 B3 B1 B4 86 B9 DHL Watts 2379 2874 3268 3333 2965 3144 Max DHL Watts 3569 4311 4902 5333 4447 4717 DHL Watts/SF 3.97 4.41 4.35 4.41 4.70 4.08 Max DHL Watts /SF 5.96 6.61 6.53 6.62 7.05 6.12 Average DHL, Watts/SF 4.97 5.51 5.44 5.52 5.87 5.10 Unit Type 0.00 0.00 0.00 0.00 Page 6.3a Electrical Heat Sizing Watts Watts Watts Watts Watts Watts Heat Heat Heat Heat Heat Bath 1 Lamp Lamp Lamp Lamp Heat lamp Lamp Bedroom 1 500 750 750 750 750 750 Living Room 1000 1000 1000 1000 1000 1000 Kitchen 500 500 500 Loft Entry 250 250 250 250 Total Installed Watts 1500 2000 2500 2500 2000 2250 Heater Source 0t' King Electric Mfg. Co Fan Based Model PAW 1215 PAW 2022 9131 loth Ave S Base Board Model CB CB 350W to 1500W PEP Seattle, WA 98108 206.762.0400 REVIE -COOP APR 0 3 2018 giro 01`0 0411d UIL0INA NIVi§I®PI n^EIVED OF I IJKWILA IAN 1 1 2018 MIT CENTER N,BO`at7AL ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE too Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com 7 206-257-0972 license 9776 'REGISTERED ARCHITECT I I� c 1Tr A ENTz STATE OFtVA_HINOTO DATE 01.10.2018 consultant logo project name STERLING SOUTHCENTER,AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submittals/revisions 1005,50 PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10312017 FWNDA0ON ONLY PERMIT 1206.2017 BP C0RR1/00%80 CHECK SET 1 01,182018 drawing title I ENERGY ANALYSIS drawing information DATE 01.10.2018 SCALE 12" = 1,0" DRAWN Author JOB # 17-004 copyright ent sheet number Patrick C. Hayes 206.819.7684 Energy Consultant PO Box 65052 patrickchavesl@msn.com Seattle, WA 98155 Date: 1/10/2018 Project: Sterling South Center I Page 6.4a I 2015 WSEC Residential Energy Code for R Occupancy Unit by Unit Heat Loss Calculations Degree Delta 46 Deg Unit Type 810 C1 C1.1 C2 C4 CS Detail 3/A517 1/4518 3/4518 2/4518 1/A519 2/A519 Unit SF 627 881 840 775 754 862 Slab on Grade LF 0 0 0 0 0 0 AG Slab Edge SF 17 27 27 29 17 17 Floor SF 0 0 0 0 0 0 Roof SF 627 881 840 775 754 862 Volume CF 5643 7929 7560 6975 6786 7758 Gross Wall SF 153 243 243 261 153 153 Windows SF 73 99 99 66 73 73 Opaque Door SF 0 0 0 0 0 0 Net Wall SF 80 144 144 195 80 80 Slab on Grade F 0.73 0.730 0.730 0.730 0.730 0.730 0.730 Slab on Grade Btu/hr 0 0 0 0 0 0 AG Slab Edge Avg. U 0.267 0.267 0.267 0.267 0.267 0.267 0.267 AG Slab Edge Btu/hr 209 331 331 356 209 209 Floor U 0.025 0.025 0.025 0.025 0.025 0.025 0.025 Floor Btu/hr 0 0 0 0 0 0 Roof U 0.127 0.127 0.127 0.127 0.127 0.127 0.127 Roof Btu/hr 3674.14 5162.55 4922.29 4541.40 4418.34 5051.21 Q=1.08 x CFM x Volume DeltaT 2235 3140 2994 2762 2687 3072 Glazing U 0.269 0.269 0.269 0.272 0.272 0.272 0.272 Window Btu/hr 905 1227 1237 825 912 912 Opaque Door U 0.160 0.160 0.160 0.160 0.160 0.160 0.160 Opaque Dr Btu/hr 0 0 0 0 0 0 Net Wall U 0.054 0.054 0.054 0.054 0.054 0.054 0.054 Net Wall Btu/hr 199 358 358 484 199 199 Patrick C. Hayes 206.819.7684 Energy Consultant PO Box 65052 patrickchavesl@msn.com Seattle, WA 98155 Date: 1/10/2018 Project: Sterling South Center I Page 6.6a 1 2015 WSEC Residential Energy Code for R Occupancy Unit by Unit Heat Loss Calculations Degree Delta 46 Deg Unit Type D4M D5 D6 D7 D8 D9 Detail 2/A522 1/A523 2/A523 1/4524 2/A524 3/A525 Unit SF 2178 1036 1075 1186 961 953 Slab on Grade IF 0 0 0 0 0 0 AG Slab Edge SF 136 66 74 70 59 67 Floor SF 0 0 0 0 0 0 Roof SF 0 1036 1075 1186 961 742 Volume CF 19602 9324 9675 10674 8649 8577 Gross Wall SF 1,224 594 666 630 531 603 Windows SF 330 198 198 238 165 205 Opaque Door SF 0 0 0 0 0 0 Net Wall SF 894 396 468 392 366 398 Slab on Grade F 0.73 0.730 0.730 0.730 0.730 0.730 0.730 Slab on Grade Btu/hr 0 0 0 0 0 0 AG Slab Edge Avg. U 0.267 0.267 0.267 0.267 0.267 0.267 0.267 AG Slab Edge Btu/hr 1668 810 908 859 724 822 Floor U 0.025 0.025 0.025 0.025 0.025 0.025 0.025 Flooretu/hr 0 0 0 0 0 0 Roof U 0.127 0.127 0.127 0.127 0.127 0.127 0.127 Roof Btu/hr 0.00 6070.83 6299.36 6949.81 5631.34 4348.03 Q=1.08 x CFM x Volume Delta T 7762 3692 3831 4227 3425 3396 Glazing U 0.269 0.269 0.269 0.272 0.272 0.272 0.272 Window 8tu/hr 4090 2454 2475 2975 2062 2562 Opaque Door U 0.160 0.160 0.160 0.160 0.160 0.160 0.160 Opaque Dr Btu/hr 0 0 0 0 0 0 Net Wall U 0.054 0.054 0.054 0.054 0.054 0.054 0.054 Net Wall Btu/hr 2221 984 1163 974 909 989 Page 6.4b Unit by Unit Heat Loss Summary, and Room by Room Heater Sizing OHL Min. 81u/hr 9026 12773 12303 11211 10532 11804 DHL Max. 81u/hr 13539 19159 18454 16816 15797 17706 Unit Type B10 CI C1.1 C2 C4 C5 DHL Watts 2645 3742 3605 3285 3086 3458 Max DHL Watts 3967 5614 5407 5256 4629 5188 DHL Watts/SF 4.22 4.25 4.29 4.24 4.09 4.01 Max DHL Watts /SF 6.33 6.37 6.44 6.36 6.14 6.02 Average DHL, Watts/SF 5.27 5.31 5.36 5.30 5.12 5.02 Unit Type 0.00 0.00 0.00 0.00 Page 6.4a Electrical Heat Sizing Watts Watts Watts Watts Watts Watts Heat Heat Heat Heat Heat Bath 1 Lamp lamp Lamp Lamp Heat Lamp Lamp Bedroom 1 750 750 750 750 750 750 Living Room 1000 1000 1000 1000 1000 1000 Kitchen 500 500 500 250 250 Loft Entry Den 250 250 250 250 Total Installed Watts 1750 2500 2250 2500 2250 2250 Heater Source King Electric Mfg. Co Fan Based Model PAW 1215 PAW 2022 9131 10th Ave S Base Board Model CB CB 350W to 1500W Seattle, WA 98108 206.762.0400 Page 6.6b Unit by Unit Heat Loss Summary, and Room by Room Heater Sizing DHL Min.Btu/hr DHL Max. 8tu/hr 15741 23612 14010 14676 21015 22014 15984 12752 23976 19127 12117 18176 Unit Type DHL Watts Max DHL Watts DHL Watts/SF D4M 4612 6918 2.12 D5 D6 4105 4730 6157 7095 3.96 4.40 D7 D8 4683 3736 7493 5604 3.95 3.89 D9 3550 5326 3.73 Max DHL Watts/SF 3.18 5.94 6.60 5.92 5.83 5.59 Average DHL, Watts/SF 2.65 4.95 5.50 4.94 4.86 4.66 Unit Type 0.00 0.00 0.00 0.00 Page 6.6a Electrical Heat Sizing Bath 1 Bath 2 Bedroom 1 Bedroom 2 Living Room Kitchen Loft Entry Den Hall Total Installed Watts Watts 250 250 750 750 1000 500 1000 500 250 5250 Watts Watts Heat Heat Lamp Lamp Heat Heat Lamp Lamp 750 750 750 750 500 500 1000 1000 250 250 250 250 3500 3500 Watts Watts Heat Lamp Heat Lamp Heat Lamp Heat Lamp 750 750 750 750 500 1000 1000 250 250 250 3500 2750 Watts Heat Lamp Heat Lamp 750 750 1000 250 2750 King Electric Mfg. Co 9131 10th Ave 5 Seattle, WA 98108 206.762.0400 Heater Source Fan Based Model PAW 1215 PAW 2022 Base Board Model CB CB 350W to 1500W Patrick C. Hayes Energy Consultant patrickchayesl@msn.com 206.819.7684 PO Box 65052 Seattle, WA 98155 Date: 1/10/2018 Project: Sterling South Center I Page 6.5a 2015 WSEC Residential Energy Code for R Occupancy Unit by Unit Heat loss Calculations Degree Delta 46 Deg Unit Type D1 D2 D3 D2M 03M D4 Detail 2/4520 1/4520 1/4520 1&2/A521 1&2/A521 '/A522 Unit SF 1073 1101 1150 1819 1697 1089 Slab on Grade LF 0 0 0 0 0 0 AG Slab Edge SF 68 37 62 61 102 68 Floor SF 0 0 0 0 0 0 Roof SF 1073 1101 1150 1819 1697 1089 Volume CF 9657 9909 10350 16371 15273 9801 Gross Wall SF 612 333 558 549 918 612 Windows SF 198 198 165 198 235 165 Opaque Door SF 0 0 0 0 0 0 Net Wall SF 414 135 393 351 683 447 Slab on Grade F 0.73 0.730 0.730 0.730 0.730 0.730 0.730 Slab on Grade Btu/hr 0 0 0 0 0 0 AG Slab Edge Avg. U 0.267 0.267 0.267 0.267 0.267 0.267 0.267 AG Slab Edge Btu/hr 834 454 760 748 1251 834 Floor U 0.025 0.025 0.025 0.025 0.025 0.025 0.025 Floor Btu/hr 0 0 0 0 0 0 Roof U 0.127 0.127 0.127 0.127 0.127 0.127 0.127 Roof 83u/hr 6287.64 6451.72 6738.85 10659.11 9944.20 6381.40 Q=1.08 x CFM x Volume Delta T 3824 3924 4099 6483 6048 3881 Glazing U 0.269 0.269 0.269 0.272 0.272 0.272 0.272 Window Btu/hr 2454 2454 2062 2475 2937 2062 Opaque Door U 0.160 0.160 0.160 0.160 0.160 0.160 0.160 Opaque Dr Btu/hr 0 0 0 0 0 0 Net Wall U 0.054 0.054 0.054 0.054 0.054 0.054 0.054 Net Wall Btu/hr 1028 335 976 872 1697 1110 Patrick C. Hayes 206.819.7684 Energy Consultant PO Box 65052 patrickchaves1@msn.com Seattle, WA 98155 Date: 1/10/2018 Project: Sterling South Center Page 6.7a I 2015 WSEC Residential Energy Code for R Occupancy Unit by Unit Heat Loss Calculations Degree Delta 46 Deg Unit Type D10 S3A A1A B11A B12A E1A Detail 1/4525 1/A526 3/A526 2/A526 2/A527 1/4527 Unit SF 993 556 657 784 730 1192 Slab on Grade LF 0 0 0 0 0 0 AG Slab Edge SF 66 21 16 34 28 50 Floor SF 0 0 0 0 0 0 Roof SF 993 556 657 784 730 1192 Volume CF 8937 5004 5913 7056 6570 10728 60055 Wall SF 594 189 144 306 252 450 Windows SF 198 56 66 99 66 165 Opaque Door SF 0 0 0 0 0 0 Net Wall SF 396 133 78 207 186 285 Slab on Grade F 0.73 0.730 0.730 0.730 0.730 0.730 0.730 Slab on Grade Btu/hr 0 0 0 0 0 0 AG Slab Edge Avg. U 0.267 0.267 0.267 0.267 0.267 0.267 0.267 AG Slab Edge Btu/hr 810 258 196 417 343 613 Floor U 0.025 0.025 0.025 0.025 0.025 0.025 0.025 Floor Btu/hr 0 0 0 0 0 0 Roof U 0.127 0.127 0.127 0.127 0.127 0.127 0.127 Roof Btu/hr 5818.85 3258.09 3849.94 4594.14 4277.71 6984.97 Q=1.08 x CFM x Volume Delta T 3539 1982 2342 2794 2602 4248 Glazing U 0.269 0.269 0.269 0.272 0.272 0.272 0.272 Window Btu/hr 2454 694 825 1237 825 2062 Opaque Door U 0.160 0.160 0.160 0.160 0.160 0.160 0.160 Opaque Dr Btu/hr 0 0 0 0 0 0 Net Wall U 0.054 0.054 0.054 0.054 0.054 0.054 0.054 Net Wall Btu/hr 984 330 194 514 462 708 Page 6.5b Unit by Unit Heat Loss Summary, and Room by Room Heater Sizing DHL Min.Btu/hr 18757 17704 18296 26546 27347 17837 DHL Max. 61u/hr 28135 26557 27444 39819 41020 26755 Unit Type D1 D2 D3 D2M D3M D4 DHL Watts 5496 5187 5361 7778 8013 5226 Max DHL Watts 8243 7781 8041 12445 12019 7839 DHL Watts/SF 5.12 4.71 4.66 4.28 4.72 4.80 Max DHL Watts /SF 7.68 7.07 6.99 6.41 7.08 7.20 Average DHL, Watts/SF 6.40 5.89 5.83 5.34 5.90 6.00 Unit type 0.00 0.00 0.00 0.00 Page 6.5a Electrical Heat Sizing Watts Watts Watts Watts Watts Watts Bath 1 250 250 250 250 250 250 Heat Heat Bath2 250 Lamp Lamp 250 250 250 Bedroom 1 750 750 750 750 750 750 Bedroom 2 750 750 750 750 750 750 Living Room 1000 1000 1000 1000 1000 1000 Kitchen 500 500 500 500 500 500 Loft 1500 2000 Entry 500 500 500 Den Hall 250 Total Installed Watts 4000 3250 3750 5000 5500 4250 Heater Source King Electric Mfg. Co Fan Based Model PAW 1215 PAW 2022 9131 10th Ave S Base Board Model CB CB 350W to 1500W Seattle, WA 98108 206.762.0400 I Page 6.7b I Unit by Unit Heat Loss Summary, and Room by Room Heater Sizing DHL Min. Btu/hr DHL Max. 81u/hr 13605 6522 7406 20408 9783 11110 9557 8510 14335 12765 14617 21925 Unit Type DHL Watts Max DHL Watts DHL Watts/SF 1310 53A A1A 3986 1911 2170 5979 2866 3255 4.01 3.44 3.30 B11A B12A 2800 2493 4480 3740 3.57 3.42 E1A 4283 6424 3.59 Max DHL Watts /SF 6.02 5.16 4.95 5.36 5.12 5.39 Average DHL, Watts/SF 5.02 4.30 4.13 4.46 4.27 4.49 Unit Type 0.00 0.00 0.00 0.00 Page 6.7a Electrical Heat Sizing Bath 1 Bath 2 Bedroom 1 Bedroom 2 Living Room Kitchen Loft Entry Den Hall Total Installed Watts Watts Watts Watts Heat Heat Heat Lamp Lamp lamp Heat Lamp 750 250 750 1000 1000 1000 250 250 250 250 3000 1250 1500 Watts Watts Heat Lamp Heat Lamp 750 750 1000 1000 250 250 250 2250 2000 Watts Heat Lamp Heat Lamp 750 750 1000 250 250 250 3250 King Electric Mfg. Co 9131 10th Ave S Seattle, WA 98108 206.762.0400 Heater Source Fan Based Model PAW 1215 PAW 2022 Base Board Model CB CB 350W to 1500W i REVIEWED FOR 00. APPR E-eemportm"6- APR 4 2018 RECEIVED CITY OF TUKWILA JAN112010 PERMIT CENTER U R AL' ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East sure loo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license DATE 01.10.2018 consultant logo project nmme STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan ubmtttals/revlslo 00% SD PROGRESS PRINT 099T.2017 BUIIAING PERM ITS ET 10.312017 FOUNDATION ONLY PERMIT Aj 12.06.2017 BP CORR.1 t 60%CO CHECK SETA 01.10.2016 drawing title ENERGY ANALYSIS drawing into en DATE 01.10.20 SCALE 12" =1'-0 DRAWN Author JOB # 17-004 copyright al Ar heel numb - 20 4.14/1,7=4_ , I 2 006 8/ LEVEL 1 - EXITING DIAGRAM 3/924 .= 11-0" EXIT PATH DISTANCE BETWEEN EXITS =155-6 \Ar I H -1 AT TO PUB IC +77 EXIT LOAD KEY 112110F000UPANT LOAD IF 2 EXITS A XX xxx N11-4--- EXIT CAPACITY 0,34 PER OCCUPANT FOR STAIRS 02" PER OCCUPANT FOR ALL OTHER COMPONENTS NOTE: TYP STAIR WIDTH, 54" THEREFORE 54/0,3=160 EXIT CAPACITY TYP DOOR WIDTH, 364 THEREFRORE 36/0,2=180 EXIT CAPACITY LEVEL 1 OCCUPANT LOAD CALCULATIONS 1 ASSEMBLY, UNCONCENTRATED (LOBBY, OFFICE, PARCEL) 4829 NSF OLF .15 NSF OL = 322 PARKING 1S-21 RESIDENTIAL PARKING 21,870 GSF OLF 200 GSF 04 110 KITCHENS, COMMERCIAL WARMING KITCHEN, CATERING) 1084 GU OLE .200 GSF 04=6 BUSINESS AREA, MECH (LEASING OFFICE, CONFERENCE ROOM, STAFF ROOM) 1104 GSF OLF = 130 GSF 01. = 9 ACCESSORY STORAGE (TRASH ROOM) 567 GSF OLF .300 OL 2 ACCESSORY STORAGE (MECHANICAL, TRANSFORMER ROOM, SWITCHING ROOM, GENERATOR ROOM) 1203 GSF OLE = 300 014.4 PARKING (8-2) RESIDENTIAL PARKING 3,367 GSF OLF = 200 GSF CI, 17 OTAL OCCUPANT LOAD = 470 REVIEWFOR COM-COMPLIANCE APPROVED APR 03 2018 n 1414-141444M, RE CE/ VED CITY OF TUKWILA MAR 0 2 2010 PERMIT CENTER URBALO ARCHITECTURE URBA1,111112URAL 1938 Fairview Avenue East worloo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com y 206-257-0972 hcerse 5776 RAERGARR 0 i TCAPOJIRGTO DATE 03.02.2018 consultant logo o-0,ect ,ame STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key clan suormttels/re,s.ons 100% SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.201 FOUNDATION ONLY PE IT 1206.2017 BP CORR 1160%CD CHECK SET 0110 2018 BID SET REVISIONS 0209.2018 SMOKE CONTROL SUBMITTAL 8028.2018 BP CORR 2 / 100% CD SET 03.02.2018 --- --- - — - ------ — - ---- drawing 4,4 e OCCUPANCY/EXITING DIAGRAMS drawmg IrforrnaVon DATE 03.02.2018 SCALE 3/32" = V-01' DRAWN Author JOB 8 17-004 copyright 13 2018 tl,,, sneet r44.mber A 1ji. DISTANCE BETWEEN EXITS= DISTANCE BETWEEN EXITS= EVEL 2 - EXITING DIAGRAM LEVEL 2 OCCUPANT LOAD CALCULATIONS ASSEMBLY, UNCONCENTRATED (TV ROOM) 630 NSF OLF=I5 NSF OL=42 PARKING (S-2) RESIDENTIAL PARKING 27,916 GSF OLF= 200 GSF 0L=140 LIBRARY, READING ROOM 780 NSF OLE=50 NSF OL=16 RESIDENTIAL(R-2) 2902GSF OLF=200 GSF OL=15 ACCESSORY STORAGE (RESIDENTIAL STORAGE) 286 GSF 0LF=300 0L=1 ASSEMBLY, UNCONCENTRATED (LOUNGE) 554 NSF OLF =15 NSF OL=37 TOTAL OCCUPANT LOAD =251 EXIT LOAD KEY EXIT LOAD (1l2 OF OCCUPANT LOAD IF 2 EXITS EXIT CAPACITY 03" PER OCCUPANT FOR STAIRS 0.2" PER OCCUPANT FOR ALL OTHER COMPONENTS NOTE TYP STAIR WIDTH: 54° THEREFORE 54)0.3=180 EXIT CAPACITY TYP DOOR WIDTH: 36" THEREFRORE 36N.2=180 EXIT CAPACITY REVIEWED FC 6pD8t3MPCit APPROVER APR 032010 RECEIVED CITY OF TUKWILA JAN112018 PERMIT CENTER 1 RBAL" ARCHITECTURE UREARIIRURAL 1938 Fairview Avenue East SUITE too Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license 97,6 REGISTERED RCHITECT .. A CHH D (EN\? STAID OF e\SHING'1'0. DATE 01.10.2018 consultant logo project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submittals/revisions 100% SO PROGRESS PRINT 89.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT 12A6.2017 BP CORR.1 I60%CDCHECKSET 1 01.10.2018 drawing tele OCCUPANCY/EXITING DIAGRAMS drawing information DATE 01.10.2018 SCALE 3/32" =1'-O" DRAWN Author JOB # 17-004 copyright amVnIDe«,avaalsheet number -'1 tootasUkeso ' J 04.0 coo 4140 - Arise ttel 40104:141:'; 914 SIT PEEN A 1 DISTANCB BETW'EXITS=295 &TV tea fe Gln r _l -- _ DISTANCE BETWEEN EXITS=131' EVEL 3 - EXITING DIAGRAM bL d r MAX TRAVEL DISTEND!= 194' LEVEL 3 OCCUPANT LOAD CALCULATIONS ASSEMBLY, UNCONCENTRATED (LOUNGE, AMENITY KITCHEN) 1,405 NSF OLF=I5 NSF OL=94 EXERCISE ROOM, LOCKER ROOM (FITNESS CENTER) 2,358 GSF OLF=50 GSF OL=48 3. RESIDENTIAL(R22) 28,942 GSF OLP=200 G5F 0L=145 ASSEMBLY, (COURTYARD) 2,958 NSF 0LF=15 OL=197 SWIMMING POOL (HOT TUB) 194 GSF OLF=50GSF OL=3 SWIMMING DECK 348 GSF OLF=I5GSF OL=24 BUSINESS AREA (SALON) 325 G5F OLF=100 GSF 0L=4 TOTAL OCCUPANT LOAD= 515 2. =1._D,. EXIT LOAD KEY EXIT LOAD (V20F OCCUPANTLOAD 1F2 EXITS X XXX EXIT CAPACITY 0.3" PER OCCUPANT FOR STAIRS 0.2" PER OCCUPANT FOR ALL OTHER COMPONENTS NOTE: TYP STAIR WIDTH: 54. THEREFORE 54183=180 EXIT CAPACITY TYP DOOR WIDTH: 36" THEREFRORE 36N.2=180 EXIT CAPACITY REVIEWED FOR CO ECQ VEDN0 APPRAPR 002010 RECEIVED CITY OF TUKWILA JAN 1 1 2018 PERMIT CENTER ,REAL ARCHITECTURE URRAMIRURAL 1938 Fairview Avenue East sure,00 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 IIeense 6'REGISTEREU EC ARCHITCTT1 TE (STAN/ l fr GrTO�;l DATE 01.10.2018 consultant logo project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submittals/revisions 1000 SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT A 12.062017 BP CORR. 1160%CD CHECK SET Qj 01.102018 drawing title OCCUPANCY/EXITING DIAGRAMS drawing information DATE 01.10.2018 SCALE 3/32" =1'-0" DRAWN Author JOB # 17-004 copyright a,n.auo"o. `e=sheet number LEVEL 5 - EXITING DIAGRAM A0.09 LEVEL 7 - EXITING DIAGRAM AX TRAVEL DISTENCE= 194' OCCUPANT LOAD CALCULA710 RESIDENTIAL(R-2) 33,249 GSF OLE= 200 GSF OL=167 10977 794OOPANT I DAD CALCULATIONS RESIDENTIAL (R-2) 33,249 GSF 0LE=200 GEE OL=767 EVEL 4 - EXITING DIAGRAM EVEL 6 - EXITING DIAGRAM AO. EXIT LOAD KEY /' EX / (t/20ITF LOAD 0CCUPANT LOAD IF2 EXITS - EXIT CAPACITY 0.3" PER OCCUPANT FOR STAIRS 02 PER OCCUPANT FOR ALL OTHER COMPONENTS NOTE TYP STAIR WIDTH: 54" THEREE0RE54/0.3=180 EXIT CAPACITY TYF 000R WIDTH: 36" THEREFRORE 3610.2-180 EXIT CAPACITY LEVEL 4OCCUPANT LOAD CALCULATIONS RESIDENTIAL(R-2) 33,249 GSF OLF=200 GSF 0L=187 LEVEL 6 OCCUPANT LOAD CALCULATIONS 1. RESIDENTIAL(R-2) 33,249 GSF OLF=200 GSF 0L=167 7 REVIEWED FOR COlaklouMPuaNL,E APPROVED APR ®Aano CICV,B£TklkWlla RECEIVED CITY OF TU K W (LA JAN 1 1 2018 PERMIT CENTER URA, ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE too Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 IRense RARCHITECTEGISTERED I C14AO0F ENTZ f 1'AI'E ' ASI IINC.TO DATE 01.10.201E consultant logo crcdect name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 ey Plan submittals/revisions 100%8D PROGRESSPRINT 09A7.2017 BUILDINGPFRMIT SET 10.31.2017 FOUNDATION ONLY PERMIT A 1E06.2017 BP CORR, 1(60%CD CHECK SET /\ 01.102018 drawing title OCCUPANCY/EXITING DIAGRAMS drawing information DATE 01,10.2018 SCALE 1" = 20'-0" DRAWN Author JOB B 17-004 o00090t bit PI, or�sheet number AO.9 S BACKGROUND COLOR: BLUE NO.15090 PER FEDERAL STANDARD 595E FIGURE COLOR: WHITE BORDER COLOR: WHITE 5/8" MINIMUM TEXT SIZE FORALL TEXT SEE 1601110 & ICC/ANSI 11T.1-2009 CHAPTER 7 FOR ADDITIONAL INFORMATION -2' LETTERING, SANS -SERIF, RED i/32, TEXT PER PLANS EXIT ROUTE IT0" 1/20" rf- o I\ --00 00 0 0 0 0 00 00 TYP. BRAILLEINTSI SEE IIC 117.1703.3 FOR ADDITIONAL INFORMATION GRADE 2 BRAILLE — DOMED OR ROUNDED DOTS, RAISED 21 TACTILE EXIT SIGN A0.10 WHEELCHAIR SIDE VIEW I [STANDING SIDE VIEW) A0.10 DOOR WIDTH 12" REO'D IF DOOR HAS 1 LATCH AND CLOSER I FRONT APPROACHES X=36"MIN. IF Y=60" X=42"MIN. IF Y=54. REOD IF DOOR HAS LATCH AND CLOSER I HINGE APPROACHES 4 DOOR CLR AT PUBLIC/COMMON AREAS Et` IF DOOR HAS A CLOSER 48" IF DOOR HAS A CLOSER I LAI CH APPROACHES I 32" MIN.0 DOORWIDTH T000R NOTE: ACCESSIBLE DOOR SURFACE TO MAINTAIN SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR AS PER ANSI A117.14042. AO. BACKGROUND COLOR: BLUE N0,15090 PER FEDERAL STANDARD 5958 FIGURE COLOR WHITE BORDER COLOR: WHITE SEE IBC 1110 FOR ADDITIONAL INFORMATION INT'L SYMBOL OF ACCESSIBILITY CLEAR FLOOR SPACE, FORWARD APPROACH IPLAN VIEW I SEE 8IA0,10 FOR WC. ELEVATIONS FLUSH CONTROLS ON WIDE SIDE OF W.C. WALL.MOUNTED SINK, INSULATE OR COVER LAVATORY TAILPIPE AND HOT WATER LINES CLEAR FLOOR SPACE, FORWARD APPROACH 0 AO COMMON USE SINGLE BATHROOM ELECTRICAL/ DATA OUTLET OVER BASE CABINET ELECTRICAL/ DATA OUTLET ,B TYP. MOUNTING HEIGHTS 22 OTHER FIXTURES NOTALLOWED IN THIS AREA INSULATE OR COVER CLEAR FLOOR LAVATORY TAILPIPE PLACE, FORWARD AND HOT WATER LINES APPROACH - TURNING KNEE & CIRCLE TOE SPACE 0 SWITCHES, THERMOSTAT. EMERGENCY CALLS & OTHER CONTROLS INSULATE OR C0VERLIVAT0RY TAILPIPE AND HOT ti WATER LINES 1510E VIEDI I PLAN VIEW I 91 COMMON USE LAVATORY A0,10/ 1/2"= 1'0" TP DISPENSER SEAT COVER PAPERTOWEL SOAP DISPENSER DISPENSER/ DISPENSER TRASH RECEPTACLE CLEAR FLOOR SPACE PARALLEL APPROACH TYP. TYPE B RESIDENTIAL UNIT LAVATORY INSULATE OR COVER LAVATORY TAILPIPE AND HOT WATER UNES KNEE & TOE SPACE SIDE VIEW! CLEAR FLOOR SPACE FORWARD APPROACH PLAN VIEW' 24" MIN. TOWALL 27 ACCESS. TYP. RESIDENTIAL UNIT LAVATORY DIAMETER RETURN ENDS TO WALL 2 TYP. GRAB- BAR SECTION AO.10 GRAB BAR IN. 24" MIN. 12' MIN. 39" 54" MIN. GRAB BAR 12"MAX 42' MIN. 50" TURNING SPACE 48" T-SHAPED TURNING SPACE CLEAR FLOOR SPACE UNLESS OTHERWISE SPECIFIED CLEAR FLOOR SPACES C I FROM ELEVATION VIEW I SIDE ELEVATION VIEW, COMMON USE ACCESSIBLE WC COMPARTMENT TOWEL BAR LAVATORY/ VANITY MIRROR WALL -MOUNTED LAVATORY I SIDE ELEVATION VIEWI TYPE B TYP. RESIDENTIAL UNIT WATER CLOSET I FRONT ELEVATION VIEW] IN. GRAB BAR MAX. \ 42'MIN (SIDE ELEVATION VIEWI 0 / 26 ACCESS TYP RESIDENTIAL UNIT WATER CLOSET A0,10/ in _i-n /A0.10 0 3/8" = 1,0" PLAN VIEW I URINAL PLAN VIEW) I PLAN VIEW 60"MIN. WALL OR CABINETS MAY EXTEND INTO THIS AREA REVIEWED FOR 0 E0- APR022010 EIVED TUKWILA JAW 12018 OERMI CENTER UR ,AL ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East sum loo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 ilcen_e A' TEO/TT (R]C�AH1f1pII STATE OF II'AS -..\- INGTO. DATE 01.10.2018 consultant logo project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 981B8 key plan submittals/revisions 100% SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 1091.2000 � FOUNDATION ONLY PERMIT ,4 \ 12.06.2017 BPC0RR.1160%CD CHECK SET0\ 01.10.2018 drawing title GENERAL ACCESSIBILITY REQUIREMENTS drawing lnformatlon DATE 01.10.2018 SCALE As indicated DRAWN AR JOB # 17-004 copyright clre el "up�2d11�4r sheet number •: El 11: REACH RANGE AT WASHER/DRYER 7 REACH RANGE AT MAILBOXES TYP. AO AO. 12'=1'0" FORWARD REACH OBSTRUCTED REACH TYP. 112" =1,0" AO FORWARDREACH 1 ��e LIMITS OF PROTRUDING OBJECTS REVIEWED FOR COPE-EOMPt1A'NCE APPROVED APR 0 3 2010 RECEIVED CITY OF TUKWILA JAN 1 1 2018 PERMIT CENTER URBAL. ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East score too Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 lEcense 9]]G REGISTERED ARC�H1t/TECT CHAD AlWUE~NTZ STATED WWW7 F ASHlt67OY DATE 01.10.2018 consultant logo project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submittals/revisions 100%SO PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PER IT E 12.06.201] BP CORR. 1100%CD CHECK SET 1 01.10.2018 drawing title GENERAL ACCESSIBILITY REQUIREMENTS drewtng doormat/On DATE 01.10.2018 SCALE 1/2""V-0" DRAWN AR !OB # 17-004 Opyrlght "umonr,uo�a ' e'sbeet number 5/17/2017 U: \C3D\2016\2016103\SURVEYING \ DWG \XS-ALTA-01. DWG ABAN/RET BLRD eC _ ABANDONED/RETIRED ASPHALT (ASPH) BOLLARD BUILDING LINE BUILDING, CORNER CATCH BASIN (CB) CONCRETE SURFACE (C) CALULATED DIMENSION CW/BW CONCRETE/BRICK WALK CRW/WRW CONCRETE/WOOD RETAINING WALL CC/XC CONCRETE/EXTRUDED CURB CP/IP CONCRETE/IRON PIPE - X T(- CHAIN LINK FENCE (CLF) CTV CABLE TV COL COLUMN 5/ICI CENTERLINE/MONUMENT LINE H/C PARKING SPACE CON CONIFEROUS TREE DEC DECIDUOUS TREE CMP CORRUGATED METAL PIPE (0) DEED FSTIMENSION 1.5" DISC W/PUNCH, "1 T N CASE ON 0.44 (06/16) TRACT 7 ECD ED EHH EMH EM EV/ET O OMH FFE GM 10 GV ❑0 ESCAPE/PA @,) DOUBLE YELLO LEGEND ELECTRICAL CONDUIT ELECTRICAL DUCT ELECTRICAL HANDHOLE ELECTRICAL MANHOLE ELECTRICAL METER ELECTRICAL VAULT/TRANSFORMER FOUND SURVEY MONUMENT (AS NOTED) FIBER OPTICS FIBER OPTIC MANHOLE FINISH FLOOR ELEVATION GAS MAIN GAS METER GAS VALVE GAS VAULT INVERT ELEVATION LIGHT POLE (METAL) LIGHT POLE (W000) LIGHT POLE (DECORATIVE) LANDSCAPE/PLANTER MANHOLE PARKING SPACE(S) TBM E CHISELED SQUARE ON TOP BACK OF CURB ELEV=2T.45' IE( E)=18.29(18') IE(W)=16.17(18") r/T50 A ' �26"PVC(iYP,) '-y VEHICLE AC ES POINT OF BEGINNING ry vB NORTHWEST CORNER - - - - . TRACT 6 ASPH COR 0 0.10' E. OF 3-4"OECC 3-4"DEC 03-4"DECC 58825'22"E 575.24'. FENCE C0R 0.7' E. OF 4 1-10"DEC 1- "DE TRUE POINT 0 BEGINNING A (P) PS/PSS PSD RE SD CO TC/SL TCD TD TV MH IS TROD U 0 OUP WV PILING PROPERTY LINE (PL) PAINTED UTILITY LOCATION COMBINED/SANITARY SEWER STORM DRAIN RECORD DATA ROOF ELEVATION SERVICE DRAIN (STORM) CLEANOUT SIGN/STREET NAME SIGN TRAFFIC CONTROL/STREET LIGHT HANDHOLE TEMPORARY BENCHMARK (IBM) TELEPHONE CONDUIT (BURIED) TELEPHONE DUCT TELEPHONE VAULT TELEPHONE MANHOLE TELEPHONE SENTRY TRAFFIC FLOW DIRECTION TRAFFIC SIGNAL TRAFFIC SIGNAL CONDUIT (BURIED) UTILITY POLE (WOOD) WATER VAULT o"v55.* BAKER BLVD (DEDICATED PUBLIC RIGHT OF WAY) N88'25'27"W 1087,00' (PLAT) sJ N8825'22"W 1086.95' I SON:"LEFT LANE MUST TURN LEFTIs NE 1/4, SEC 26, T23N, RO4E, W.M. SITE NOTES SITE ADDRESS 415 BAKER BLVD, TUKWILA, WA 98188 TAX ACCOUNT NO.: 022310-0080-02 ZONING: RIC-TOD (TUKWILA URBAN CENTER -TRANSIT ORIENTED DEVELOPMENT) ZONING AGENCY: CITY OF TUKWTLA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTH CENTER BOULEVARD TUKWILA, WA 98188 (206) 431-3670 SETBACKS CURRENT SETBACK REQUIREMENTS SUBJECT TO SITE PLAN RENEW. CURRENT SETBACKS MAY DIFFER FROM THOSE IN EFFECT DURING DESIGN/CONSTRUCTION OF EXISTING IMPROVEMENTS. THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE GOVERNING JURISDICTION INDICATES THAT STRUCTURES ON 7,15 PROPERTY COMPLIED WITH MINIMUM SETBACK AND HEIGHT REQUIREMENTS FOLLOWING CONSTRUCTION. FLOOD ZONE: THIS SITE APPEARS ON NATIONAL FLOOD INSURANCE RATE MAP, DATED MAY, 16 1995, COMMUNITY PANEL N0. 53033C0959F, AND IS SITUATED IN ZONE "X", AREA DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN. N8825'22"W 1.73 15' UTILITY EASEMENT PER REC. NO. 9611300548 +2865 +2897 ASPH EC d 2a 4" DEC 1-6"DEC -4"DEC 2-6"DEC 2-4-"DEC FENCE END ON R. 30 08 ONO; DOOR DOOR DOOR 45.0' +2z.20 a. • 1 >< o EC TCHH { D-•jo 6" DE( 4" DEC ,�--T-F-H., , 5 D` `!.,gt ® ■ F I I II I I 1 'A� P�4Xr_N. n'ECD P h _ Ica � 1 Ea 11 30 SIDEWALK EASEMENT 95113005460 ASPH +282n 2-STORY MASONRY BUILDING FOOTPRINT AREA: 6.534 SQ. FT. 4 ) 5 BAKER BLVD PARCEL# 0223I00080 OWNER: BAKER BOULEVARD ASSOCIATES, LLC 52,056 SO. FT. OR *1.1957 AC. FFE=29.5 10' ELECTRICAL DISTRIBUTIO EASEMENT PER REC. N0. 20030922001980 BASED UPON AS -BUILT LOCA*N OF ELECTRICA FEATURES OBSERVED ON SITE. J.5'CLF'- FENCE 0.2' ry` S. OF R. 588251220E 224.89' (C) 58825127"E 224.93 (11) WASHINGTON TOWERS LP 223 ANDOVER PARK E PARCEL/ 0223100090 RIM=2 OJ (SW)=245 (e ) \ L -( E)=24.22( 2 ELE TR C EA,MEN 880211106 SIDEWA o ECD(P)-4 B" DEC DE 44 412'P5o RIM=2.7 41 IE(E)=25.01(B") 10' UTILITY EASEMENT nag T 15' . NO. 11300548 PER REC. N0. 9511300548 6"PVC(TYP) TEMPORARY FABRIC CONSTRUCTION FENCE ALONG PROPERTY LINE AREA UNDER CONSTRUCTION (4/2017) H( -/."' 15.0E-1E24 12'05D� I I I I 121 s4 sped -I RIM TZ>.9 OULO NO OPE� I I I _J L_ SOM V RIM-213.05 SW) 18J_ F) 18.]5 ASPH PATCH ASPH PATCH 22 ASPH 28.41 30' ASPH R=50.00 A=89130133° (C) A=89130123" D) L=78.111 (C& ) HORIZONTAL DATUM: NAD 83/11 VERTICAL DATUM: NA. 88 AREA: SITE AS SHOWN CONTAINS 52.086 SQUARE FEET OR 1.1957 ACRES, MORE OR LESS. PARKING SPACE COME PARKING SPACES TOTAL 80 INCLUDING 2 HANDICAP ACCESSIBLE SPACES. SUBSTRUCTURES: BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORDS MAPS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE FIELD. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS. FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN CONTACT THE UTILITY OWNER/AGENCY. TELECOMMUNICAOONS/FIBER OPTIC DISCLAIMER: RECORDS OF UNDERGROUND TELECOMMUNICATIONS AND/OR FIBER OPTIC LINES ARE NOT ALWAYS AVAILABLE TO THE PUBLIC. SRN HAS NOT CONTACTED EACH OF THE MANY COMPANIES, IN THE COURSE OF THIS SURVEY, WHICH COULD HAVE UNDERGROUND LINES WITHIN ADJACENT RIGHTS-0E-WAY. THEREFORE, BRH DOES NOT ACCEPT RESPONSIBILITY FOR THE EXISTENCE OF UNDERGROUND TELECOMMUNICATIONS/FIBER OPTIC LINES WHICH ARE NOT MADE PUBLIC RECORD WITH THE LOCAL JURISDICTION. AS ALWAYS, CALL 1-800-424-5555 BEFORE CONSTRUCTION. II SSMH R2_ 4 IE(E)=1)E(=I 4 22(8") IE(N.S,W0-14.2200") a' Nssz 1.5" DISC W/PUNCH, A2 ( CASE DN 0.50 ((O6/t 8) EDGE DIM-2 2e.E(S)- 08 TOP OF NE BOLT SIGNAL POLE ELEV=27.60' 30' 54 2 .84(2") (0,902") I.04(12") RIM=27.9 E(N).=.21. 9(12") IE(W)-21. 9(12") IE(5)=21. 902") 28474 30' SSW RIM=28.45 IE(WE)=16.20(6°) �., IE(N,S)-16.20(10") UTILITY PROVIDERS SANITARY, STORM SEWERS & WATER: CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 SOUTH CENTER BOULEVARD TUKWILA, WA 98188 (206) 433-0179 GAS AND POWER: PUGET SOUND ENERGY 355 1101H AVENUE NE BELLEVUE, WA 98004 (206) 425-2000 (888) 225-5773 TELEPHONE: CENTURY LINK 1600 211-1 AVENUE SEATTLE, WA 98191 (800) 244-1111 20 0 0 2 PSE: appro. 40" TO pipe ( IN FEET ) 1 inch = 20 f1. REVIEWED FOR CO APPROVED APR 022010 mllo DESCRIPTION: THAT PORTION OF TRACTS 8 AND 9 OF ANDOVER INDUSTRIAL PARK N0. 2, AS PER PLAT RECORDED IN VOLUME 71 OF PLATS, PAGES 68 AND 69. RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID TRACT 8: THENCE SOUTH 88'25'22" EAST ALONG THE NORTH LINE OF SAID TRACT 8, A DISTANCE OF 354.10 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 01'34'33" WEST AT A DISTANCE OF 235.00 FEET; THENCE SOUTH 88125'27" EAST A DISTANCE OF 224.93 FEET TO THE EAST LINE OF TRACT 9; THENCE NORTH 01105'06" EAST ALONG SAID EAST UNE. A DISTANCE OF 185.43 FEET; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 50.00 FEET, AN ARC DISTANCE OF 78.11 FEET, THROUGH A CENTRAL ANGLE OF 89'30'23"; THENCE NORTH 88'25'27 WEST ALONG THE NORTH LINE OF SAID TRACT 8, A DISTANCE OF 173.34 FEET TO THE TRUE POINT OF BEGINNING. TITLE REPORT REFERENCE: THIS SURVEY WAS CONDUCTED ACCORDING TO THE DESCRIPTION SHOWN, FURNISHED BY FIRST AMERICAN TITLE INSURANCE COMPANY NATIONAL COMMERCIAL SERVICES, FILE NO. NCS-839248-PHX1, AMENDMENT NO. 3, DATED MARCH 1. 2017. THE EASEMENTS SHOWN OR NOTED HEREON RELATE TO THIS COMMITMENT. NOTE: EASEMENTS CREATED OR RESCINDED AFTER THIS DATE ARE NOT SHOWN OR NOTED HEREON. TITLE REPORT SCHEDULE 8 EXCEPTIONS ITEMS CIRCLED ARE SHOWN ON MAP. O EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN RECORDING INFORMATION- JULY 11, moo u9DER RECORDING NO. 88071119. IN FAVOR OF: PUGET SOUND POWER & LIGHT COMPANY, A WASHINGTON CORPORATION FOR: AN UNDERGROUND ELECTRIC DISTRIBUTION SYSTEM AFFECTS: AS SHOWN ON SURVEY PREPARED BY BUSH, ROED & HITCHINGS INC. DATED DESIGNATED JOB NO. 2016103 01 O EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: NOVEMBER 30, 1995 UNDER RECORDING N0. 9511300548 IN FAVOR OF: GTY OF TUKWILA, A WASHINGTON MUNIGPAL CORPORATION FOR: UTILITIES AFFECTS: AS SHOWN ON SURVEY PREPARED BY BUSH, ROED & HITCHINGS, INC., DATED DESIGNATED JOB N0. 2016103.01 EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: SEPTEMBER 22, 2003 UNDER RECORDING NO. 20030922001980 IN FAVOR OF: PUGET SOUND ENERGY, INC., A WASHINGTON CORPORATION FOR: TRANSMISSION, DISTRIBUTION AND SALE OF GAS AND ELECTRICITY AFFECTS: AS DESCRIBED THEREIN 18. DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS EXECUTED ON BEHALF OF [ALLIANCE REALTY PARTNERS, LLC], DATED _ _ RECORDED IN RECORDING N0. BUT DELETING ANY COVENANT, CONDITION OR RESTRICTION INDICATING A PREFERENCE, LIMITATION OR DISCRIMINATION BASED ON RACE, COLOR. RELIGION, SEX, HANDICAP, FAMILIAL STATUS OR NATIONAL ORIGIN TO THE EXTENT SUCH COVENANTS, CONDITIONS OR RESTRICTIONS VIOLATE 42 USC 3604(C). CERTIFICATION: SURVEY IDENTIFICATION NO.: REGISTERED LAND SURVEYOR NO.: SURVEYOR'S ADDRESS & COMPANY: TELEPHONE: 2016103.01 37546 BUSH, ROED & HITCHINGS, INC. 2009 MINOR AVENUE EAST SEATTLE, WA 98102-3513 (206) 323-4144 TO ALLIANCE REALTY PARTNERS, LLC, A DELAWARE LIMITED LIABILITY COMPANY, AND ITS SUCCESSORS AND/OR ASSIGNS AND FIRST AMERICAN TITLE INSURANCE COMPANY: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WWM THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6A, TA, 7B1, 7C, 8, 9, 10A, 11. 13, 14, 16, 17, 18 ANp 20 OF TABLE A THEREOF. ME FIELD WORK WAS COMPLETED ON APRIL T, 2017. DATE T R MAP: MAY 17. 2017. DAWN A. BELL, P.L.S. N0. 37546 THE ABOVE CERTIFICATE IS BASED UPON WORK PREPARED IN ACCORDANCE WIM GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICE. WE MAKE NO OTHER WARRANTY, EITHER EXPRESSED OR IMPLIED. ALTA CERTIFICATION NOTES: 16. AT ME THE OF THIS SURVEY, THERE WAS NO EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS OBSERVED IN ME PROCESS OF CONDUCTING THE FIELDWORK. 17. AT THE TIME OF THIS SURVEY, MERE WERE NO KNOWN PROPOSED CHANGES IN STREET RIGHT-OF-WAY LINES ADJACENT TO THIS PROPERTY MADE AVAILAB R1'FIVeD THE CONTROLLING JURISDICTION OR OBSERVED EVIDENCE OF RECENT S»,�{EEEE,y, SIDEWALK CONSTRUCTION OR REPAIRS IN THE PROCESS OF CONDUCTINV'THE TUKWILA FIELDWORK. 18. AT THE TIME OF THIS SURVEY NO WETLANDS WERE OBSERVED ON THE TAN 1 1 2018 PROPERTY. PERMIT CENTER SURVEYOR'S NOTES: NO OBSERVED CEMETERIES. BURIAL GROUNDS OR WETLANDS WERE PRESENT AT TIME OF THIS SURVEY. SITE HAS DIRECT ACCESS FROM ADJACENT RIGHT OF WAYS BAKER BLVD. AND ANDOVER PARK E (SEE VEHICLE ACCESS NOTE SHOWN ON SURVEY). ALTA / NSPS LAND TITLE SURVEY ALLIANCE RESIDENTIAL COMPANY 415 BAKER BLVD. WASHINGTON Z Y >>5 JNM/HDC chocked by DAB 1" = 20' 05/17/17 p6 2016103.01 1 01 ABBREVIATIONS: CITY OF TUKWILA GENERAL NOTES: 20 10 0 20 40 SCALE IN FEET KEY NOTES: KEY NOTE: DETAIL/ SHEET INSTALL TEMPORARY INLET PROTECTION ON EX SD INLET OR CLOSEST SD INLET ®D DOWNSTREAM OF SITE & SHALL BE CLEANED OF ANY CONSTRUCTION DEBRIS AS REQ CONTRACTOR TO REUSE EX DWY AS CONSTRUCTION cE ENTRANCE OR INSTALL TEMPORARY STABILIZED CONSTRUCTION ENTRANCE CONTRACTOR TO SWEEP 0 STREET DAILY OR MORE OFTEN IF NECESSARY TO REMOVE TRACKED SEDIMENT ® TREE PROTECTION FENCING ALL EX ONSITE HARD O SURFACES TO BE REMOVED UNLESS OTHERWISE NOTED INSTALL HIGH VISIBILITY ® FENCE ALONG BACK OF EXISTING CONCRETE WALK EX STREET TREE TO BE (TYP). SEE SHEET OREMOVED CO2 FOR NEW STREET TREE LOCATIONS 108 LF LINED OINSTALL INTERCEPTOR SWALE 145 LF LINED OINSTALL INTERCEPTOR SWALE INSTALL MIN 1,337 SF SURFACE AREA (AT PONDING DEPTH) LINE SEDIMENT POND WITH FLOATABLE PUMP. ROUTE OVERFLOW TO EX STORM CB IN THE SW OF THE OCORNER INTERSECTION BTW BAKER BLVD AND ANDOVER PKWY E. ADJUST POND LOCATION AS REQ TO MAINTAIN MIN CLEARANCE FROM EX UTILITIES & TO ACCOUNT FOR CHANGING SITE CONDITIONS EX GAS SERVICE TO BE CUT O AND CAPPED PER PSE REQUIREMENTS SD TO BE CUT AND OEX PLUGGED AT EX CATCH BASIN EX UNDERGROUND UTILITIES BE CUT AND CAPPED PER OTO PSE/SERVICE PROVIDER EX WATER SERVICE TO BE O RETIRED AT MAIN. SEE SHEET COO FOR FOR DETAILS O66I-Tc�R�'�'Jl.ivv PROTECTION to STOCKPILE LOCATION CONSTRUCTION STAGING n ZONE. STABILIZE WITH HOG FUEL OR EQUIVALENT INSTALL PERIMETER PROTECTION SUCH AS SILT FENCING, COMPOST SOCKS, OR STRAW WATTLES IN ACCORDANCE WITH APPENDIX D OF THE 2016 KING COUNTY SURFACE WATER DESIGN MANUAL GENERAL NOTES: 1. CONTRACTOR TO KEEP STRAW WATTLES ONSITE AND USE AS NEEDED. DATUM: HORIZ: NAD 83/11 VERT: NAVD 88 LEGEND: X TREE REMOVAL CONSTRUCTION ENTRANCE I TREE PROTECTION FENCING 1 IFg I�¢ Iw - STOCKPILE 1„' ) LOCATION I, w `r...i I�w - Ig IaM Iw' Iwo n a o BASE MAPROPOGRAPHY PROVIDED BY I o OTHERS. OCG CANNOT BE HELD LIABLE 15 y `; FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES, AND I a ¢ D ALL OTHER EXISTING FEATURES AND (w 0 g CONDITIONS. IF CONDITIONS ARE NOT 1,S AS SHOWN AND/OR PLANS CANNOT BE 1>u, CONSTRUCTED AS SHOWN, CONTACT (�OQ DCG PRIOR TO CONSTRUCTION. (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) BM =BENCHMARK BOTS = BOTTOM OF STAIR CB = CATCH BASIN CL = CENTER LINE CONC =CONCRETE CW = CONCRETE WALK GR = GRADE EL = ELEVATION EOP = EDGE OF PAVEMENT EX = EXISTING EG = EXISTING GRADE FF = FINISHED FLOOR FG = FINISHED GRADE FL = FLOWLINE IE = INVERT ELEVATION LSCAPE = LANDSCAPING LT = LEFT M.I.C. = MONUMENT IN CASE NO. =NUMBER PC = POINT OF CURVE PT = POINT OF TANGENT RT = RIGHT STA = STATION STD =STANDARD TOC = TOP OF CURB TOP = TOP OF PAVEMENT TOPS = TOP OF STAIR TYP =TYPICAL +SSMH RIM=28.52 166 W)=12,42(PlS') PSS so nII SB SDMH I�i � RIM=2S 57 1E(ELY18.2711818 1E1,81 HVF HIGH VISIBILITY FENCE PERIMETER PROTECTION CALL 811 2 BUSINESS DAYS BEFORE YOU DIG 'Into TBM"E"-.1_ CHISELED SQUARE ON TOP BACK OF CURB ELEV=2745' PBS PSS PSS PBS ASPH PSS BAKER BLVD PSS PSS t0'sg N88an125'1067.960 (PLAT) "'W 25'22"W 103895' SIGN "LEFT LANE MUST TURN LEFT- . O O 27 • 9511300548 DE3 ALK EASE 5 0 549 mum 8 Wii Yv ���. .Li'tlb!32 ® CII6� .l�aoc�i�``waww .�sLr�, �r_ .P �_ ��ff 0Y PSS PSS FENCE COR 07'E. OFR. FENCE END ON e OF 1 1 1 1 1 1 I I S I I 1 16P-' I 1 1 1 1 1 1 1 1 1 GSTORY FOOTPRINT AREARY 34 MUD T 415 BAKER BLVD PARCEL# 0223100080 OWNER BAKER BOULEVAR ASSOCIATES, LLC $2,056 SO. FT. OR x1.1957 AC. BLRO BLRO WASHINGTON TOWERS LP 223 ANDO VER PARK E 23100090 ASPH FFE=29.56 ASPH � SETBACK*. PER PLAT -41 V \�-TEMPORARY FABRIC COONSTRUCT1C FENCE ALONG PROPE�ITY LINE AREA UNDER CONSTRUCTION (4/2017) SOCB M=27.93 COULD NO T OPEN PSS PSS 10 -8P36 30 67 1E(0;(=187: SSMH RIM=2Z IE(E)=14.2.22(eh IE(N,S,W)=14.22(191) PSS aV Tr IN CASE 1 /�� 1.5) GISC�i���WNVVVPUNCH, (BW( 0.50 �V1�, (06/16) RIM- 683)5 > A( Ss NO TS WAS ORAWNI BASED ONREWORD DRAWINGS AND OT SUR, EYED IN FIELD TBM"C" TOP ENE BOLT SIGNALPOLE a EL'V=2760' SDCB R1,527.54 IE(W)=24.84(e") / IE(W)=20,79(121) IE(S) Wi WW2.) G(R)S 10' UTILITY EASEMENT PER PLAT ROW 0' ROW TEMPORARY EROSION & SEDIMENT CONTROL PLAN NOTE. THIS PLAN IDENTIFIES THE MINIMUM MEASURES REQUIRED: ADDITIONAL MEASURES MAYBE REQUIRED BASED ON CONSTRUCTION METHODS AND ACTUAL AREA OF DISNRBANCE. CURB/GUTTER SHOWN APPROXIMATELY BASED ON GIS DATA. NOT PART DORIGINAL SURVEY 1. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. 2. AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THE UTILITIES INSPECTOR AT 206-433-0179. 3. REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CALLING 206-433-0179, 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE -APPROVAL FROM THE OWNER, THE ENGINEER, AND THE CITY OF TUKWILA. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. 10. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. HORIZONTAL DATUM SHALL BE WASHINGTON STATE (GRID) COORDINATES, NORTH ZONE, USING NAD 83/91 SURVEY CONTROL AND TIED TO ANY TWO CITY OF TUKWILA HORIZONTAL CONTROL MONUMENTS. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 13. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS -OF -WAY, EASEMENTS, AND ACCESS TRACTS. CITY OF TUKWILA GRADING AND EROSION CONTROL NOTES: 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS, INSTALL CONSTRUCTION ENTRANCE, AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE. 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR SHALL: a. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. b. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. c. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. 7. FAILURE TO MAINTAIN ESC MEASURES IN ACCORDANCE WITH THE APPROVED MAINTENANCE SCHEDULE MAY RESULT IN THE WORK BEING PERFORMED AT THE DIRECTION OF THE DIRECTOR AND ASSESSED AS A LIEN AGAINST THE PROPERTY WHERE SUCH FACILITIES ARE LOCATED. 8. DURING THE LIFE OF THE PROJECT, THE PERMITTEE SHALL MAINTAIN IN GOOD CONDITION AND PROMPTLY REPAIR, RESTORE, OR REPLACE ALL GRADE SURFACES; WALLS, DRAINS, DAMS, STRUCTURES, VEGETATION, EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH APPROVED PLANS. 9. THE PERMITTEE SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES, AND SHALL, WITH THE DIRECTOR'S APPROVAL, REMOVE ALL SEDIMENT DEPOSITION RESULTING FROM PROJECT -RELATED WORK. 10. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. 11. AS THE FIRST ORDER OF BUSINESS, THE PERMITTEE SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES PER THE ESC AND SHALL INSTALL THE DOWNSTREAM TEMPORARY ESC MEASURES BEFORE ANY SITE DISTURBANCE BEFORE THE TEMPORARY MEASURES ARE REMOVED, INSTALL AND ESTABLISH THE UPSTREAM PERMANENT ESC MEASURES. 12. THE PERMITTEE SHALL AT ALL TIMES PROTECT SENSITIVE AREAS, THEIR BUFFERS, AND ADJACENT PRIVATE PROPERTIES AND PUBLIC RIGHTS -OF -WAY OR EASEMENTS FROM DAMAGE DURING GRADING OPERATIONS. THE PERMITTEE SHALL RESTORE, TO THE STANDARDS IN EFFECT AT THE TIME OF THE ISSUANCE OF THE PERMIT, SENSITIVE AREAS, THEIR BUFFERS, AND PUBLIC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY THE PERMITTEE'S OPERATIONS. 13. PERMITTEE SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING: a. NOTIFY THE PUBLIC WORKS DEPARTMENT WITHIN 48 HOURS FOLLOWING INSTALLATION OF ESC MEASURES. b. OBTAIN PERMISSION IN WRITING FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO MODIFYING THE ESC PLAN. c, MAINTAIN ALL ROAD DRAINAGE SYSTEMS, STORM WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER FACILITIES AS IDENTIFIED IN THE ESC PLAN. d. REPAIR ANY SILTATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE FACILITIES. e. INSPECT ACCORDING TO THE APPROVED ESC INSPECTION SCHEDULE AND MAKE NEEDED REPAIRS IMMEDIATELY. REVIEWED FOR APPROVED APR 0 3 201E Dlq®tTAMP D1,114�lhf� �llElfilDN APPROVED MAR 15 2018 City of Tukwila PUBLIC Works 0/.1771 RECEIVED CITY OF TUKWILA MAR 022013 PERMIT CENTER URBALO ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 31620 23rd Ave S Suite 307 02d202i Way, WA 98003 P: 206,523,0024 F: 206.523,1012 www.acgengr.com STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAILER BOULEVARD IUKWOLA, WA 98188 RECORD DRAWING THIS RECORD PRAMS HAS BEEN PREPARED EASEH ON INFORMATION COMPILED FROM THE CONTRACTOR AND OTHERS HT DATE DAME) CONSULTING GROUP. INC LAKE Fo56(500A 98155 6.602 submittals/revisions 100% SD PROGRESS PRINT 097.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATIONONLY PERMIT R,\ 120E2017 BP C0R12.1160%CD CHECK SETA 01.10.2018 BID SET REVISIONS A 02.09.2018 BID SET REVISIONS 02282018 BP CORR2/100% CD SET %2\ 03992018 TEMPORARY EROSION & SEDIMENT CONTROL PLAN drawing Information DAIS 03.09.2018 SCALE AS SHOWN DRAWN BY KR,ES DESIGNED 8Y ES CHECKED BY TOES JOB 0 17-004 sheet number C01 PAGE 1 of 9 20 10 0 I 20 40 KEY NOTES: KEY NOTE: DETAIL/ SHEET O NEW STREET TREE W/TREE PITS PER LSCAPE PLANS TREE PIT DIMENSIONS: BAKER BLVD - 8' W X 6' D ANDOVER PARK E - 8' W X 5' D - O4' MIN PLANTING STRIP PER LSCAPE PLANS O15' MIN PEDESTRIAN PATH. SEE LSCAPE PLANS OSTD INSTALL NEW DRIVEWAY PER COT SHEET RS-08B STA 8+45.33 (CL OF DWY) WIDTH = 20' E/C08 OSIDEWALK SCORING PER LSCAPE PLANS (TYP) OASPHALT TRANSITION TO EXISTING CONCRETE WALK OCONTRACTOR POINT OF COMPLIANCE WITH WASHINGTON PLACE DEVELOPMENT SIDEWALK. TO ALIGN PROPOSED SIDEWALK FROM NEW DRIVEWAY TO EX ALIGNMENT. NOTIFY ENGINEER OF DISCREPANCIES AS REQUIRED OEX CURB CUT TO BE REM & REPL IN -KIND W/ NEW 6" CURB OSHEET REPL EX PAVEMENT PER COT STD RS-03. REPL ANY DISTURBED LANE MARKINGS PER COT STD SHEET RS-13 (TYP) F&G/C08 is NEW PEDESTRIAN STREET LIGHT R/C09 ii RELOCATE EX R3-7L TO PROPOSED PEDESTRIAN LIGHT 12 BENCH PER LSCAPE PLANS (TYP) 13 BIKE RACK PER LSCAPE PLANS to NEW ADA RAMPS TO BE INSTALLED BY OTHERS UNDER CITY OF TUKWILA PERMIT #17-079 15 EX UIC TO BE PROTECTED IN PLACE THROUGHOUT CONSTRUCTION. COORDINATE PROTECTION MEASURES WITH PSE FOR INSTALLATION OF NEW UTILITIES, STREET TREES, AND STREET LIGHTS (TYP) - Oi6 INSTALL NEW DRIVEWAY PER COT STD SHEET RS-08B STA 52+53.77 (CL OF DWY) WIDTH = 20' E/C08 n INSTALL 11' SIDEWALK ADJACENT TO BACK OF CURB 18 PEDESTRIAN ACCESS RAMP/ENTRY STEPS. SEE ARCH PLANS FOR DETAILS - 19 SAWCUT & MATCH EX GR. - 7; BEGIN SAWCUT STA 8+32.84, 20.61' RT 7 END SAWCUT STA 8+87.50, 20.61' RT OBEGIN SAWCUT STA 52+20.67, 29.20' RT 23 END SAWCUT STA 52+69.76, 29.26' RT 0 NEW ROADWAY STREET LIGHT POLE (BAKER BLVD) PER COT STD SHEET RS-20 & RS-24 L/C08 m 6 N BASE MAP/TOPOGRAPHY PROVIDED BY o OTHERS. DCG CANNOT BE HELD LIABLE 1w, FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES, AND I n w . ALL OTHER EXISTING FEATURES AND 1 w a9 CONDITIONS. IF CONDITIONS ARE NOT w rc AS SHOWN AND/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT 1 u 1 1 DCG PRIOR TO CONSTRUCTION, PROPOSED FACE OF BUILDING VARIES -- 8.00 15.00 LSCAPE OR CW TO 8' CW PER BUILDING (SEE PLAN VIEW) LSCAPE PLANS 6' TREE PIT PER LSCAPE PLANS STREET TREE (TYP) SEE LSCAPE PLANS FOR SIZE AND SPECIES 30.00 1.61 REPL EX CURB ANDWHERE PAVEMENT PATCHING IS GUTTER IN -KIND WHERE REQUIRED, REPL EX PAVEMENT SHOWN IN PLANS TO 1.5x ORIGINAL DEPTH AND REPL EX LANE MARKINGS IN KIND (SEE PLAN VIEW) TYPICAL ROAD CROSS SECTION - BAKER BLVD NTS 0 PROPOSED FACE OF BUILDING 4' MIN LSCAPE STRIP PER LSCAPE PLANS --- 6.00 VARIES 6' CW PER SCAPE PLANS 5' TREE PIT/PEDESTRIAN BUFFER PER LSCAPE PLANS STREET TREE (TYP) SEE LSCAPE PLANS FOR SIZE AND SPECIES 12.50 1.65 30.00 REPL EX CURB AND GUTTER IN -KIND WHERE SHOWN IN PLANS WHERE PAVEMENT PATCHING IS REQUIRED, REPL EX PAVEMENT TO 1.5x ORIGINAL DEPTH AND REPL EX LANE MARKINGS IN KIND (SEE PLAN VIEW) TYPICAL ROAD CROSS SECTION - ANDOVER PKVVY E NTS 0 CITY OF TUKWILA CONSTRUCTION NOTES: 1. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS, SPECIFICATIONS, AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. PERMITTEE SHALL APPLY FOR A REVISION FOR ANY WORK NOT ACCORDING TO THE APPROVED PLANS. 2. PERMITTEE/CONTRACTOR SHALL ARRANGE A PRECONSTRUCTION CONFERENCE WITH THE CITY'S INSPECTOR(S) PRIOR TO BEGINNING ANY WORK. 3. WORK IN ROADWAYS a. ALL WORK IN ROADWAYS SHALL MEET TMC 11 AND THE FOLLOWING: b. PRIOR TO ANY ACTIVITY IN CITY RIGHT-OF-WAY, THE PERMITTEE SHALL PROVIDE THE CITY A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL. THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING THE WORK AND SHALL MEET MUTCD REQUIREMENTS. c. ALL WORK REQUIRING LANE CLOSURES MUST BE BY PERMIT ONLY. FROM THE THIRD THURSDAY IN NOVEMBER TO THE FOLLOWING JANUARY 2ND, THE DIRECTOR DOES NOT ALLOW LANE CLOSURES IN THE TUKWILA URBAN CENTER. d. FIRE, PEDESTRIAN, AND VEHICULAR ACCESS TO BUILDINGS SHALL BE MAINTAINED AT ALL TIMES, EXCEPT WHEN PERMITTEE HAS PERMISSION FROM THE BUILDING OWNER AND THE DIRECTOR TO CLOSE AN ACCESS. e. ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING STREET SWEEPERS. USE OF WATER TRUCKS FOR CLEANING ROADWAYS REQUIRES PREAPPROVAL FROM THE DIRECTOR. f. INSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TIME WORK IS STOPPED AND THE TRENCH IS LEFT OPEN. LEGEND: �LIMITS� CONCRETE ASPHALT LANDSCAPE RETAINING WALL TREE PIT GRATES CLEARING AND CONSTRUCTION LIMITS STREET TREE TABLE SYM NOTE STA 52+16,81, 32,30' RT /Q / _ \ STA 51+96.81, 32.30' RT STA 51+76.81, 32.30' RT /A /, \ STA 51+56.81, 32.30' RT ASTA 51+36.81, 32.30' RT STA 51+16.81, 32.30' RT /A STA 50+96.81, 32.30' RT ASTA 9+76,34, 29,66' RT STA 9+56,34, 29.66' RT 10 STA 9+36.34, 29.66' RT ii STA 9+16.34,2966'RT 12 STA 8+96.34, 29.68' RT 13 STA 8+76.34, 29.66' RT CALL 811 2 BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) PEDESTRIAN LIGHT TABLE SYM NOTE OSTA 8+66.34, 33.24' RT OSTA 9+86.34, 33.06' RT OSTA 51+06.81, 32.30' RT OSTA 51+66.81, 32,30' RT OSTA 52+26.81, 32.30' RT STREET LIGHT TABLE SYM NOTE OSTA 9+26.34, 33.16' RT SUCH RIM-2852 IE(N,S)=1242(6') Ipg,Wp12.4 (g2 PSS O ;TT 88812,22. FENCE COR 'E. OF 0C 'DECE CH ALES pU -E ON TOP BACK OF CURB ELEV=27.45' PSS Pss Pss A CO2""Ps 4 ro f FENCE END FRONTAGE IMPROVEMENT PLAN tFENCE02 BAKER BLVD Pss PSS10"�SPs� Pss N88125'2712 �l7.00' (PLAT) 1 I — I 1 N6s°2fi2_ �_- I SIGN: -LEFT LANE MUST TURN LEFT' PROPOSED BUILDING FF ELEV 28.00 TS WASHINGTON TOWERS 223 ANDOVER LP PARK E PARCEL. 0223100090 AREA UNDER CONSTRUCTION (4/2017) RIM=2742 S" DISC CASE /PUNCH, N 050 M4 M=�6.0 51) OTH 15" PSS WAS DRAWN IN BASED ON CORD DRAWINGS AND NOT SUR EYED IN FIELD PSS TOP OE BOLT G AL POLE EL =]60' co REIM=27.54 O(W)=24.84(12 i " M03079(12')3 T 8(P) 0 G 0I1)D SDMH R:M=2> 91R — IE(N=31. g(,2") ASPH IE( 213(12' ) IE(6=21.1 DAD CURB/GUTTER SHOWN APPROXIMATELY BASED ON GIS DATA. NOT PART OROF IGINAL SURVEY REVIEWED FOR APPROVED APR p 2018 RECEIVED CITY OF TUKWILA (AAR322013 PERMIT CENTER APPROVED MAR 15 251B City of Tukwile PUBLIC Works O{� URBALfy ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East sw,e wo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 31820 23rd Ave S Suite 307 Federal Way, WA 98003 P: 206.523.0024 F: 206.523.1012 wvnv.dcgengr.com STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD 1UKWILA, WA 98188 RECORD DRAWING Vroc===e=re BY CATE MVO° CONSULTING GROUP. INC. `AK FOREST P-.0044A08166 D08)623 submittals/revisions 100%SD PROGRESS PRINT 0307,2017 BUILDING PERMIT SET 10.31.2017 FOUNDATIONONLYPERMIT ,(1\ 1206.2017 BPCORR.1/60%CDCNECKSET/,\ 01.1O.2018 BID SET REVISIONS A 02.09.2018 BID SET REVISIONS 02.28.2018 EP00RR.2/100% CD SET /2\ 03.09.2018 FRONTAGE IMPROVEMENT PLAN drawing Information DATE 03.09.2018 SCALE AS SHOWN DRAWN BY KR,ES DESIGNED BY ES CHECKED BY TG,ES JOB / 17-004 sheet number CO2 PAGE 2 of 9 20 10 0 20 40 SCALE IN FEET KEY NOTES: KEY NOTE: DETAIL/ SHEET EXISTING GRADE OMATCH ALONG SAWCUT (TYP) CORNER IMPROVEMENTS O AND ADA RAMPS UNDER CITY OF TUKWILA PROJECT #17-079 O DRIVEWAY FLOVVLINE (TYP) INSTALL RETAINING WALL ALONG SITE PERIMETER. 18" MINIMUM WALL HEIGHT FROM FINISHED GRADE OF DRIVE 0 AISLE. CONTRACTOR TO STEP TOP OF WALLAS REQUIRED (WALL HEIGHT NOT TO EXCEED 36" FROM TOP OF FOOTING/TOP OF WALL) LEGEND: -LIMITs - TOC 27.361 �\ CW 27.92 CONCRETE ASPHALT LANDSCAPE RETAINING WALL TREE PIT GRATES PROPOSED CONTOUR (MAJOR/MINOR) EX CONTOUR (MAJOR/MINOR) CLEARING AND CONSTRUCTION LIMIT w. SSMH RIM 28.52 IE(Ns) 1042I0 as(s� u. NPSS) 9s �a6 / .444.1 / "-EX FL 27,34 -EX TOC 27.75 \ It -EX FL 27.30 l`EX FL 27.25 TOC 27.31 EX FL 27.16 TOC 27.22 EX FL 27.16 EX TOC 27.45 -CW 27.87 LCW 27.78 BAKER BLVD - DRIVEWAY GRADING DETAIL SCALE: 1"=5' GRADING NOTE: 1. GRADES AT BUILDING ENTRY LOCATIONS TO BE 2% MAXIMUM FROM TOP OF CURB 2. CONTRACTOR TO FIELD VERIFY ALL EX GRADES PRIOR TO BEGINNING CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES GRADING QUANTITIES: TOTAL CUT: 2,807* CY TOTAL FILL: 21* CY NET CUT: 2,786* CY * GRADING CALCULATED TO 1' BELOW SURROUNDING FG AND DOES NOT ACCOUNT FOR UTILITY EXCAVATION OR FOUNDATION FOOTINGS IzF 12 i o BASE MAP/TOPOGRAPHY PROVIDED BY I 3 o OTHERS. DCG CANNOT BE HELD LIABLE 1_mL FOR ACCURACY. CONTRACTOR SHALL CALL 811 " 2 FIELD VERIFY GRADES, UTILITIES, AND 1a5' ALL OTHER EXISTING FEATURES AND 2 BUSINESS DAYS 15 5 o CONDITIONS. IF CONDITIONS ARE NOT 5� AS SHOWN AND/OR PLANS CANNOT BE BEFORE YOU DIG I; a 8 CONSTRUCTED A.S. SHOWN, CONTACT IIE 8 DCG PRIOR TONSTRUCTION. (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) I°ga BACK rvll QUA E" CH FCURE ON TOP BACKRB ELEV CURE sot MH RIM. 7.57 IE(N) 1 (12) IE(C) 18.27(18") 1E(w)-18.17(18').„ cc--= EX FL CW 27.88 -CW 27 92 ▪ -▪ -(bESH .4.4, �., CW 28.01 CW 28.08 MATCH EG ASFFG 28.40 -fG 28.00 IjPss sC04-Pss II A 4 + I 1 I 1 l EX FL 27,16 As RIM 27.41 / g // so 7 PSR Pa / 0 N0 zls w y.95 ...1..-,-- I I / / • O \�>> '- SIGN ST LEFT LANE 1C MU5I TUR'V LEFT' EX TOC2o7.51 _ //�__ EX TOC 26.67. m 3 t am si 27 80 2 EX TOC 27.19 F TOC 2 ����.fIrlq_�.•FG27,50`-E10C 26892ry imi s ..,:' int BAKER BLVD Pss R55 PRs N 5 (PLAT)m I706 (PLAT) . MATCH EG --FG 28.) MATCH EG FG 28.36 MATCH EG / / / / / / / / / / / / / / V FG 29.01 MATCH EG FG 28.80 FG 29.50 FO 29.5 MATCH EG' FG 29. 981520"E ns_FG 30.31 FENCE COR 0.7' E. cMATCH EG FG30.45 )1' MATCH EG CW 27.94 FG 28.40 FL 28.20 FG 28.00 RIM 27.75 GARAGE ENTRY FF 28.00 FG 28.00 FG 28.15 FG 28.38 FG 29.03 FG 29.07 FL 30.11 FG 30.20 FG 27.19 FG 27.92 PROPOSED BUILDING FF ELEV 28.00 FLOW LINE D CO4 (TYP) FG 28.00 -- FL28.86- .orne n-r oNNOEFG 30.34 L1 MATCH EG FG 29.07r2 MATCH EG S FG 28.00 D MATCH EG FG 28.50 ASw5cr0N so*ERMATCH EG 2.23 ANDOVER K E PARCELuoz23000090 FG 28.50 GRADING PLAN ENTRY FF 28.00FG 26.97 FG 27.50 FG 27.65 FG 27.75 FG 27.70 FG 27.39 FG 27.25 FG 27.39 FG 27.94 FG 28.00 FG 27.44 FG 27.82 FG 28.22 GARAGE ENTRY FF 28.00 CW 28.53 FG 28.00 FG 28.00 FG 28.00 FG 28.00 MATCH EG I MATCH EG AU CW 28.71 (0201z) / / / / / / / / / / / / / TOC Id AI MATCH EG IE,N:)=18>6(!2• EX TOC 26.52 nra) Nurc�[� X TOC 26.82 30 ROW+ - I xH RIM 21442 IE(E).,1622(8 PSS DISC IN CASE 50+00 16) /PUNCH, N 0.50 RIM- 6.83 E-(N) 15 7 (12 E(5) 15.42t105 NOT is PSSV • EX TOC 2675 �4 8j I1' 1 EX TOC 2865 a - zs -b s9Nsii� serlr��1 BOTS 27.00 - I • ON R CORD DR. ,...ice UR EYED IN F ,..�� TOM BOLT SIG AL POLE ELEV=2166' 51+00 W Y IX a 0-Lo LU 0 JC TOG 27.32- a Q - 51+50m Z N EX TOC 27.49 /' ��� nsrdi w N 7'- PAly24 ir 4// ROcs R M=2154 IE(V4)-07H(1)) 2+0Q1.04(1r> EX TOC 27 88 J1�P 0 EX FL 28.03 sDMrl IE(N)=21.1 (121 AspH IEWV))=21. (12') IE(S)21.1 (121 01 TOPS 27.75 4 BOTS27.05 . TOPS 27.75 FG 27.80 4 FG 27.85 \, 'TOPS 27.85 BOTS 27.05 ENTRY GRADING DETAIL -- - SCALE: 1".5' / / / / / I -EX FL 27.84 TOC 28.29- I EX FL 27.86 i I TOC 27.92*\ CW 28.47 I CW 28. CW 28.50T CW 28.71 CW 28.46 W 28.53 EX FL 28.06-1'. EX FL 28.03 EX TOC 28.48 ANDOVER PARK E - DRIVEWAY GRADING DETAIL SCALE: 1"=5' REVIEWED FOR J C APPROVED CEI APR 0RaQI8 RECEIVED CITY OF TUKWILA MAR 0 2 2018 PERMIT CENTER APPROVED MAR 15 2018 CiryEI Tukwila PUBLIC Works0141.4. URBALO ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East *014* too Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 Y nc°4 hos.. to ,Po .18 es,v1 D'C G civil structural 31620 23rd Ave S Suate 307 Federal Way WA 98003 P. 206 523 0024 F. : 2206 523.1012 2Ucgengr.com STERLING SOUTHCENTER,AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD TUKWILA, WA 98188 RECORD DRAWINGECORD DRAWING HAS BEEN PREPARED BA ON INFORMATION COMPILED FROM r CONTRACTOR AND OTHERS BY DATE DAVIDO CONSULTING GROUP INC LAKE F *02)52300i:"aelss eubmittale/reNalone 100%SD FROG SS PRIM 09.07.2017 BUILDING PERMIT SEr 10.3L2011 FOUNDATION ONLY PERM IT 12.08.2017 BP CORR. 1160%CO CHECK SET 1 01.10.2018 BID SET REVISIONS 02.09.2010 BIO SET REVISIONS 02. 28.2018 � BP CORR.2/100%CD SET 03.09.2018 /2\ GRADING PLAN erewing Information DATE 03.09.2018 SCALE AS SHOWN DRAWN 8Y KR,ES DESIGNED BY ES CHECKED BY TOES 008 # 17-004 sheet number 3 PAGE ,2 of 9 0+00 0+10 0+ 0 0+30 0+40 0+50 0+60 -0 10 0+00 0+10 0+20 2+50 2+40 2+30 2+,20 2+10 2+00 1+90 1+70 00 1+10 1+ 0 i+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+ 0 2+30 2+40 2+50 2+60 0+ 0 0+80 0+90 1+r0 1+10 i+ 0 1+ 0 1+40 PRIVATE ACCESS DR. (VIA BAKER BLVD) - PROFILE SCALE 1" = 10' 1+170 1+50 1+$0 1+40 1+p0 1+y0 50 1+60 1+ 0 1+80 i+•0 2+00 2+10 2+20 2+30 10 SCALE IN FEET 1+10 1+00 0+90 0+180 0+70 0+60 0+50 0+40 0+30 0++0 0+10 0+00 -0+10 50 0> rNi3m as wm o_ 3 0 0 -0.01 FT/FT 9 FT/FT-7 09 —4o RI 0— o- 03 0.03 FT/FT 0.04•FT/F 0.02 F /FT 7 0.02,FT/F 0,01 FT/FT 0.02. FT/ 02 FT/FT 02 FT/FT -0.02 FT/F 0.00 FT/FT- —30 0 —20 0 2 0 2+40 2+20 2 BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL CALL 811 FIELD VERIFY GRADES, UTILITIES, AND ALL OTHER EXISTING FEATURES AND 2 BUSINESS DAYS CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN AND/OR PLANS CANNOT BE BEFORE YOU DIG CONSTRUCTED AS SHOWN, CONTACT OCG PRIOR TO CONSTRUCTION. (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) 2+10 2+00 1+6 1+50 1+70 1+60 1+50 1+40 RETAINING WALL. HEIGHT VARIES (NOT TO EXCEED 1.00 36" HEIGHT FROM TOP OF FOOTING/TOP WALL) 10.44 0 z 0 1+20 1+10 1+00 0+90 PRIVATE ACCESS DR. ( VIA ANDOVER PARK E) - PROFILE VARIES SCALE: 1" = 10' RETAINING WALL. HEIGHT z VARIES (NOT TO EXCEED 1.00 -- CI 36" HEIGHTFROM TOP OF FOOTING/TOP NGG/TTOP WALL) 5 2" HMA (CL 1/2) / 2" HMA (CL 1/2") COMPACTED 6" MNRL AGG TYPE 2 —/ SUBGRADE TYPICAL DRIVEWAY CROSS SECTION - WEST DRIVEWAY NTS 0+80 0+70 0+60 0+50 0f40 0+30 0+20 0+10 10 5 0 10.54 VARIES 6"MNRL AGG TYPE COMPACTED SUBGRADE C9 z 0 TYPICAL DRIVEWAY CROSS SECTION - SOUTH DRIVEWAY GRADING PROFILES NTS 10 0 0+00 -0+10 10 20 SCALE IN FEET REVIEWED FOR CODE-COMPtIATsCE APPROVED APR 03 201E 1144 PATA1 RECEIVED CITY OF TUKWILA Via 022010 PERMIT CENTER 4PPROVED MAR 15 2018 Coy of Tukwila PUBLIC Works URBAL P ARCHITECTURE URBANIP.URAL 1938 Fairview Avenue East SUITEioo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 0, 5o919r IIy „ Itcq os REcrsT� a% ' SS/ON DCG ctv.I structural 31620 23rd Ave S Suite 307 Federal Way, WA 98003 P. 206 523 0024 F: 206.523. 1012 wwwA+engr.com STERLING SOUTHCENTER,AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD 1UKPWLA, WA 08188 RECORD DRAWING THIS RECORD DRAWING HAS BEETI PREPARED RASED ON INFORMATION COMPILED FROM THE CONTRACTOR AND OTHERS BY DATE Aaeise LAKE FOREST 52s00iWA submittals/revisions 100% SD PROGRESS PRINT 06.01.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT 1 12.06.2017 BP CORR 1 / 60% CD CHECK SET J\ 01.10.2018 DID SET REVISIONS 0209.2018 BID SET REVISIONS 02.26.2018 � BP CORR.2 / 100%CD SET ,/ \ 03.09.2016 GRADING PROFILES drawklg Information DAZE 03.09.2018 SCALE AS SHOWN DRAWN BY KR,ES DESIGNED BY ES CHECKED BY TG,ES JOB / 17-004 Meet number PAGE of 9 UR ALeg ARCHITECTURE URBAN1RURAL 20 10 0 20 SCALE IN FEET 40 KEY NOTES: KEY NOTE: DETAIL/ T OWITH STORMWATER POINT OF COMPLIANCE PLUMBING DESIGN. SEE MEP PLANS FOR CONTINUATION 8" IE 23.94 OWITH STORMWATER POINT OF COMPLIANCE PLUMBING DESIGN. SEE MEP PLANS FOR CONTINUATION 8" IE 24.52 0 CB #1, STORMFILTER CB (SINGLE CARTRIDGE FOR WQ TREATMENT) SFCB#1/ C07 0 CB #3, STORMFILTER CB (SINGLE CARTRIDGE FOR WQ TREATMENT) SFCB#2/ C07 OTIGHTLINE 8" SD AT 0.02 FT/FT MIN SLOPE AND 2' MIN COVER 60 ROOF OVERHANG (TYP) OCONTRACTOR EX DRY UTILITY DUCT BANK. TO FIELD LOCATE & VERIFY & NOTIFY ENGINEER IF CONFLICTS ARISE W/ SD PIPE OB ROOF DOWNSPOUTS (TYP) O 4" SDCO RIM 27.00 4"IE24.50 - 10 97 LF 4" SD AT 0.02 FT/FT MIN & 2' MIN COVER n 4" SDCO RIM 27.50 4"IE22.50 - 0 68 LF 4" SD AT 0.02 FT/FT MIN & 2' MIN COVER 13 44 LF 4" SD AT 0.02 FT/FT MIN & 2' MIN COVER fa 4" X 4" WYE CONNECTION - 15 8"X4"SD TEE - N 5 N BASE MAP/TOPOGRAPHY PROVIDED BY I E o OTHERS. DCG CANNOT 8E HELD LIABLE I0m FOR ACCURACY. CONTRACTOR SHALL CALL 811 FIELD VERIFY GRADES, UTILITIES, AND Iaw° ALL OTHER EXISTING FEATURES AND 2 BUSINESS DAYS 1 w 5 P. CONDITIONS. IF CONDITIONS ARE NOT I W AS CONSTR CTED/ASSHOWN, CONTACT OR PLANS CANNOT SE BEFORE YOU DIG 1 B ° DCG PRIOR TO CONSTRUCTION. (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) EXISTING SITE AREAS DEVELOPED SITE AREAS DESCRIPTION AREA (SF) DESCRIPTION AREA (SF) BUILDING 6,533 BUILDING 40,444 DRIVEWAY 35,431 DRIVEWAY 7,778 CONC WALK 3,561 CONC WALK 2,786 LANDSCAPING 6,561 LANDSCAPING 1,078 TOTAL 52,086 TOTAL 52,086 GENERAL NOTES: 1. ALL STORM DRAIN PIPE MATERIAL SHALL BE HDPE OR CITY APPROVED EQUIVALENT 2. NEAREST 100-YEAR FLOOD PLAIN IS NOT IN VIEW BASED ON FEMA MAPPING. CITY OF TUKWILA STORM DRAINAGE NOTES: 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, AND THE ADOPTED KING COUNTY SURFACE WATER DESIGN MANUAL, UNLESS OTHERWISE APPROVED. 2. MARK ALL STORM DRAIN INLETS WITH "DUMP NO WASTE" AND EITHER "DRAINS TO STREAMS", "DRAINS TO WETLANDS", OR "DRAINS TO GROUNDWATER", AS APPLICABLE. 3. DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. 4. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE SIDE SLOPE. LEGEND: CONCRETE ASPHALT LANDSCAPE RETAINING WALL TREE PIT GRATES rt MH#1, TYPE 2 I 1 CONTRACTOR TO FIELD LOCATE EX DRY UTILITIES & CB #1 STORMFILTER CB NOTIFY IF CONFLICTS ARISE ENGINEER W/ SD PIPE STA RIM 8" IE 0+72.64, 0.00 27.75 (N) 23.50 T �`-STA . m . 0+20 8" EX 18" IE 63, 0.85' RT RIM 27.41- IE (S) 19.32 (E,W) 18.32 EG _- . FG @ PRIVATE, ROAD CL ,EXISTI 18" PI G ^'"�� E 49 8" X 8" SD LF 8" HDPE TEE, STA 0+48.00, SD @ 0.08 CL FT/FT 0 0+00 10 5 0 1 SCALE IN FEET STORM DRAIN (WEST) - PROFILE VIEW SCALE: 1" = 10' SWAN ROARED .52 IE(N,S01242(6'1 'IEss.w)=1242(PE voi P55-455 10' -9 RING Or HII CRT P BACK OEVOB II ro 'Il IE(E)=1827(18") " IE9N9=181770''3 _-' - MH#1, TYPE-2 STA 0+20.63, 0.85' RT CBH 0 RIM 27.41' 8" IE (S)19.32 C08 EX 18" IE (E,W) 18.32 49 LF 8" HDPE SD @ 0.08 FT/FT ASC 0,0PH E.oF°OR G CB #1 STORMFILTER CB STA 0+72.64, 0.00' T ____ RIM 27.75 8" IE (N) 23.50 co e PENCE COR DP E.O 9 6 DEC DOEC 0+00 - I•-+-- + 2+50 2+53 FON 9 EENp PSS PISS PPS BAKER BLVD Pss PSS 10'P"s0 N802520W °+'37 00' (PLAT) ( Nee^215I22^W mra.95' + 1 MUTU• LE PROPOSED BUILDING FF ELEV 28.00 CB #2, TYPE 1 STA 1+48.57, 0.03' RT RIM 27.75 8" IE (E) 24.84 SUMP 22.84 o aS...............2�uoi� .rye N � 67 LF 8" HOPE SD @ 0.02 FT/FT 50 LF 8" HDPE SD @ 0.04 FT/FT MIN owRRS LP O ER PARK PSS so MH #2, TYPE 2 STA 0+26.46, 0.02' RT RIM 28.00 8" IE (UV) 21.21 EX 12" IE(N,S) 21.11 CB #3 STORMFILTER CB STA 0+79.11, 0.06' RT RIM 27.75 8" IE (W) 23.50 8"IE(E)23.50 POS Pss ASS 10n'IMSS I III SDCE RIM=27.93 COULD ONNON 1 30 @1 =18_Z (N 8.15(12 Ps 50+00 50+50T- COPpET. 51+00 T IN CA (0sne SCION IE(S) 15642,(15 NO i PSG V ON CORD DR, SUR EYED IN FI TBM" OP O E BOLT SIO AL POLE EL EL V=27.60' 15' Row W A LLI >0 „O 51+50 Q R19022.59 IE(Wj=24.84(8") T 5zF o0 ° 4;;z1' 52+50� SDMH -RIM=27.9C" IE(N021.I Row t 53+00 0' ROW ,v v i+au I+nu +au 1+Pu i+iu +uu u+nu u+au u+1u u+0 u u+1ue u+qu u+.su u+<u u., IU u vu v u CB #2, TYPE 1 EG STORMFILTER CB #3 CB I 1 EX DRY UTILITY DUCT BANK. CONTRACTOR TO 2 K . . - MH #2, TYPE 2 0+26.46, 0.02' 0 w - Y RT 5D -40 _ STA 1+48.57, 0.03' RT RIM 27.75- 8" IE (E) 24.84 SUMP 22.84 FG.@ PRIVATE ROAD CL STA 0+79.11, 0.06' RIM 8" IE (W) 8" IE (E) RT 27.75 23.50 23.50 NOTIFY FIELD LOCATE ENGINEER IF CONFLICTS ARISE W/ SD & PIPE RIM • 8" IE 28.00 (W) 2121 12" IE (N,S) 2111 Z : w • O Q 30 . . . - � %• 8 87 LF 8""HDPE SD @ 0.02 FT/FT , , /""`"�� - _ 8"x8" SD TEE, STA 0+5825 50LF8'HDPE CL SD@0.04 � FT FT MIN Z 20 7n t+Rn 1+sn 1+411 1+3n ,+en 1+1n 1+hn n+an noon n+ n n+an n+5n n +4n n+an noon n+1n n+nn -n+1n0 DRAINAGE PLAN STORM DRAIN (SOUTH) - PROFILE VIEW SCALE: 1" = 10' APPROVED MAR 15 2010 Gilt' 01 Tukwila PUBLIC Works 0101)1., ROVED 0 3 20111 EIVED F TUKWILA 022010 T CENTER SCALE IN FEET 1938 Fairview Avenue East wire,°+ Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 31620 23rd Ave S Suite 307 Federal Way, WA 98003 Pi 206.523.0024 R 206.523.1012 www.dcgengr.com STERLING SOUTHCENTER,AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD TUKwiLA, WA 98188 RECORD DRAWING CONTRACTOR AND OTHERS DATE LANE FOREST PAPE, WA 98155 DOM aubmlttale/revis(one 100% SO PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATIONONLY PERMIT f1\ 12.062017 BP SORR.1/60%CD CHECK SET/i\ 01.101018 BID SET REVISIONS /08. 02.09.2018 BID SET REVISIONS 02.28.2018 BP CORR. 2l 100%CD SET /2 \ 83.09.2018 DRAINAGE PLAN drawing Information DATE 03.09.2018 SCALE A8 SHOWN DRAWN BY KR,ES DESIGNED BY ES CHECKED 8Y TG,ES JOB # 17-004 sheet number C05 PAGE of tEa 20 10 0 20 SCALE IN FEET KEY NOTES: KEY NOTE: DETAIL/ SHEET Oi SEWER POINT OF COMPLIANCE WITH PLUMBING DESIGN STA 52+24.23, 46.35' RT OSTA CLEANOUT #1, 8" SSSCO 52+24.26, 43.05' RT RIM 28.15 8" IE 20.96 O27 LF 8" PVC SDR-35 SSS @ 0.10 FT/FT OSTA MH #1 TYPE 2 SADDLE MH W/ DROP CONNECTION 52+24.73, OFFSET 17.00' RT RIM 28.00 EX 15" IE FL (N,S) 15.00+/- 15" BOT OUTSIDE DROP IE (W) 15.22 8" TOP OUTSIDE DROP IE (W) 18.22 OBE EX 2" WATER SERVICE/METER TO RETIRED AT OWNERS EXPENSE. REM CORP STOP & INSTALL REPAIR BAND ON 16" DIP WM O DOMESTIC WATER SERVICE 63 LF 6" DI PIPE (CL 52) 4" METER RPPA TO BE LOCATED WITHIN MECH ROOM. COORDINATE W/ MEP K/C08 Q/C09 O FIRE SERVICE 71 LF 8" DI PIPE (CL 52) DETECTOR DOUBLE CHECK VALVE & VAULT TO BE LOCATED WITHIN BUILDING MECH ROOM Q/C09 O EX GAS SERVICE TO BE REUSED IF PROPERLY SIZED FOR NEW DEVELOPMENT (TBD BY MEP) O EX FIRE HYDRANT (LOCATION APPROXIMATED BASED ON STREET VIEW AND AERIALS) to FIRE DEPARTMENT CONNECTION it EX UIC TO BE REROUTED AS NECESSARY BASED ON CONFLICTS WITH PROPOSED UTILITIES, STREET TREES, AND PEDESTRIAN LIGHTING (TYP). RELOCATION (IF FEASIBLE) TO BE COORDINATED WITH PSE 12 EX POWER TO BE REUSED IF FEASIBLE (TO BE COORDINATED IMTH PSE) 13 SINGLE VAULT WITH DOUBLE BAFFLE GREASE INTERCEPTOR TO BE LOCATED WITHIN FIRST FLOOR PARKING LEVEL. SEE GENERAL NOTES THIS SHEET & SITE MEP PLANS FOR FACILITY SIZING CALCULATIONS P/C09 14 EX SIGNAL AND STREET LIGHT TO BE PROTECTED AND RETAINED THROUGHOUT CONSTRUCTION is EX SANITARY SIDE SEWER (LOCATION TO BE VERIFIED IN FIELD BY CONTRACTOR) TO BE CUT, CAPPED, & ABANDONED. ABANDONED PIPE SHALL BE PUMPED W/ CDF PER COT REQUIREMENTS 61.1BLOCKING. CONTRACTOR TO INSTALL VERTICAL BENDS WITH CONCRETE LOCATION OF VERTICAL BENDS AND BLOCKING TO BE ADJUSTED AS REQUIRED IN THE FIELD. O/C09 -J POST INDICATOR VALVE ASSEMBLY 0 FIRE HYDRANT ASSEMBLY M,Q/C09 BASE MAP/TOPOGRAPHY PROVIDED BY o OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL CALL 811 FIELD VERIFY GRADES, UTILITIES, AND 0 ALL OTHER EXISTING FEATURES AND 2 BUSINESS DAYS 5 CONDITIONS. IF CONDITIONS ARE NOT 0 AS SHOWN AND/OR PLANS CANNOT BE BEFORE YOU DIG 0 CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) LEGEND: CITY OF TUKWILA UTILITY NOTES: 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE 2. SHORING LAWS FOR TRENCHES OVER 4-FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 3. POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 4. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS AFTER ASPHALT PAVING. 5 4 2 -0+50 -0 0 -0130 -0I20 CONCRETE ASPHALT LANDSCAPE RETAINING WALL TREE PIT GRATES GENERAL NOTES: 1. CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITY CROSSINGS PRIOR TO CONSTRUCTION. VERTICAL BENDS/BLOCKING MAY BE REQUIRED FOR WATER/FIRE SERVICE CONNECTIONS BENEATH EX UTILITY DUCT BANKS. NOTIFY ENGINEER IF CONFLICTS ARISE 2. GREASE INTERCEPTORS SHALL COMPLY WITH APPENDIX H OF THE UNIFORM PLUMBING CODE AND SECTION 8.4 OF THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS 3. DUE TO SPACE CONSTRAINTS AND LOCATION OF GREASE INTERCEPTOR TO APPLICABLE FACILITIES, IT HAS BEEN LOCATED WITHIN THE PARKING GARAGE (AND NOT EXTERIOR TO THE BUILDING FOOTPRINT) EX DRY UTILITY DUCT BANK. CONTRACTOR TO FIELD LOCATE & NOTIFY ENGINEER IF CONFLICTS ARISE W/ SSS PIPE 27 LF 8" PVC SDR-35 SSS @ 0.10 FT/FT 12" SD 6 -0+10 8" SSSCO RIM 2815 • co 8" IE20.96 MH #1 TYPE 2 SADDLE MH W/ DROP CONNECTION STA 52+24.73, 17.00' RT RIM 28.00 . EX 15" IE FL (N,S) 15.00+/- 15" BOT IE (W) 15.22 8" TOP IE (W) 18.22 --20 0 4 -0+50 -0+40 -0+30 -0+20 -0+10 0 --30 0 EX10"PSS__;_jo 0 TOP PIPE 16.23 0+00 0+10 0 10 0 0+20 20 SCALE IN FEET SIDE SEWER CONNECTION - SECTION VIEW SCALE 1" = 10' -0+50 .0+40 -0+30 -0+20 0+50 RPPA LOC IN MECH ROOM. SEE MEP PLANS z_ 53 -0+40 4" DOM METER -0+10 0+00 0+10 EX DRY UTILITY DUCT BANK. CONTRACTOR TO FIELD LOCATE NERIFY w Er D 0 Q N 0+20 0+30 6" DOM SERVICE 16"X6"TEE (1 EA) 6" GV (1 EA) CONC BLKG STA 52+35.86, 25' LT EX 16"WM 63 LF 6" DI PIPE (CL 52) 11111',..,_EX12' NJ EX10"PSS TOP PIP='22.08 ; TOP PIPE 16.28 0+30 -0+20 EX 15" PS5 TOP PIPE 6.23 -0+10 0+00 0+10 10 5 0 4 3 o 0 20 0 0 F. 0+20 0+30 10 20 SCALE IN FEET WATER SERVICE CONNECTION - SECTION VIEW SCALE 1" = 10' u=.6 *r00 -v'ry -v=iv v �" „_I,� ., <0 0 ., SOu-au -" K POST INDICATORVALVE EX DRY UTILITY DUCT - 8" FIRE SERVICE 16" X 8" TEE (1 EA) 50 40 q . BANK. CONTRACTOR FIELD LOCATENERIFY TO . ¢. COSERVICE STA 52+38.86, NC BLKG 25' LT 71 LLB 91 PIPE (CL 52) zz �EX 20 10 20 12'SJ TOP PIP_ 22.09 TOP EX 15" PS TOP PIPE EX 10" PSS PIPE 16.30---,...0 6.22 EX 16"VV , ion . +an -n+4n -n+sn -n+9n -n+m n+nn n+l1n n+(in n+an 00 10 5 0 10 20 SCALE IN FEET FIRE SERVICE CONNECTION - SECTION VIEW SCALE: 1" = 10' L. 19 EN PGS r--i �I SDMH RIM=27.57 1E(N).8.47(12') IE1E1.827(18D SCALE IN FEET S88.25'22"E =_- CHISELED SQUARE ON TOP BACK OF CURB ELEV.." PSS PSS P. ass 109.63- ASPH BAKER BLVD PSS PSG PSStDs3G16 7180"2527"W m,7.00'(PLAT) • • VIDIPSIdirtIONIUMINERIMINIVINIMENV .1111111111210111=6111•101nIMMIK AWE AVOW,. B PSS PH coR 0.10'E. OTf 4i' FENCE COR 0 7' E. OFY FENCE END ON Y SIGNE.. LANE MUST TURN LE." FENCE 0.K S.0. PROPOSED BUILDING FF ELEV 28.00 WASHINGTON TOWERS LP 23A DOVER PARKS ELp 022 .090 *040 -*=e* -u-r* v w ++II0 "I''*00+ 50 506+66 -+- 3603* K F FIRE U 6" FH SERVICE 16" X 6" TEE (1 EA) 6" GV (1 EA) 10 40 EX DRY UTILITY DUCT U1 ¢ TO a I 5> CONC STA 52+29.38, BLKG 25' LT • 30 ao 67 LF 6" DI O / re4 O\ 20 o 2 `,...___EX 12" S� TOP PIPE �� _EX 22.07 5 TOP 15" PE 1 TOP PIPE EX 10" PSS PIPE 16.26 6.24 EX 16 WM ' on . +5n .n+dn n-3n -0+. -0+10 0+00 0+10 0,0 0+30 UTILITY PLAN 10 5 0 10 20 SCALE IN FEET FIRE HYDRANT CONNECTION - SECTION VIEW SCALE: 1" = 10' AREA UNDER CONSTRUCTION (L2017) PSS PSS PSS P. t0 S-)PSG v3i 0 12.50 SD. M-2793 COULD NOT N 1.1,(57129-00 30 22(a') PDS 1.5"DISC /PUNCH, IN CASE N 0,50 50+00�r'"°,2 52+50g1 113 SDMH RIM= Em772�1,11.1 (,z') ASPN I IE(s()=za0.1l 1 I+z (1rj ROW f 53+00 WATER & FIRE SERVICE CUT -IN CONNECTION SMW RIM 683+/ E(N) 15.(12 ) IE(S) t154242P6 NOT S WAS ON CORD DRAWIN SU. EYED INFIELD T."0" OP Oy EBOO SIG A IE EL .27 60 0' ROW PSS VVN IN BASED AND NOT Ac06 DC06 B CO6 C CO6 CURL/GUTTER SHOWN APPROXIMATELY BASED ON CIS DATA, NOT PART OF ORIGINAL SURVEY J REVIEWED FOR I CODE COMPLIANCE I APPROVED I APR 032010 Itr,0gLT8kw110 P(VI@Iftl'I APPROVED MAR 15 2010 Cittyy of TOI05IIa PUBLIC Warks o[ KEYNOTES: KEY NOTE: O 16"X 16"X8"TEE, FL O 16"X 16"X6"TEE, FL OC 1- 16" BUTTERFLY VALVE, MJ x FL O THRUST BLOCK O 3+/- LF 16" DIP WM O 16" LONG BODY SLEEVE O 8" GATE VALVE, MJ x FL O 6" GATE VALVE, MJ x FL O 71+/- LF 8" DIP FIRE (TO BUILDING) O 63+/_ LF 6" DIP DOMESTIC (TO METER) O 67+/- LF 6" DIP FIt gI501FEWRANT) rLrV OF TIIKWILA SCALE: 1" = 5' WAR 0 2 25/3 PERMIT CENTER URBAL ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SATE 190 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 hos.• 9 r o e Lab 01 D clv'i,I" C structural 31620 23rd Ave S Saite 307 Federal Way, WA 98003 P: 206 523.0024 F. 206.523.1012 www.degengr.com STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD TUKWILA, WA 98188 RECORD DRAWING THIS RECORD ORMVING.S 99EN PREPARED BASED ON INFORMATION COVPILEOFIXONITE CONTRACTOR AND OTHERS BY DATE DAVIDO CONSULTING GROUP INC LAKE FQ00/ 1254K.WA 991. au024 bmlttale/ravialoeo 100%SOFROORESS PRINT 09.07.2017 ONLDINO PERMIT SET 10.311017 � FWNDATIONO NLYPERMIT F1i 12.06.2017 BP CORR. 1160%C0 CHECK SET 01.10.2018 BID SET RE VISIONS j 02.09.2018 BIDS ET REVISIONS 02.28.2010 � CD 5ET 03.09.2018 BP CORR. 271005 /2\ UTILITY PLAN drawing Information DATE 03.09.2018 SCALE AS SHOWN DRANK BY KR,ES DESIGNED BY ES CHECKED BY TOES JOB # 17-004 sheet number PAGE _IL ofJr_ BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DOG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES, AND ALL OTHER EXISTING FEATURES AND CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN AND/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DOG PRIOR TO CONSTRUCTION. ACCESS COVER COLLAR STORMFILTER CARTRIDGE PERMANENT POOL ELEVATION CARTRIDGE SUPPORT 2•-4" 2,-4" ~INSIDE RIMINSIDE RIM OUTSIDE RIM PLAN VIEW CATCHBASIN FOOT B (TYP. OF 4) SECTION A -A CALL 811 2 BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) CLEANOUT ACCESS PLUG ON WEIR WALL CONCRETE COLLAR AND REBAR TO MEET CIF APPLICABLE BY CONTRACTOR VANED INLET GRATE (SOLID COVER OPTIONAL) OPTIONAL SLOPED LID STORMFILTER CATCHBASIN DESIGN NOTES STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 1 CARTRIDGE CATCHBASIN HAS A MAXIMUM OF ONE CARTRIDGE. SYSTEM IS SHOWN WITH A 27" CARTRIDGE, AND IS ALSO AVAILABLE VMTH AN 18" CARTRIDGE. STORMFILTER CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR CONTROL PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION CARTRIDGE HEIGHT 27" 18" DEEP MINIMUM HYDRAULIC DROP (H) 3.05' 2.3' 3.3' SPECIFIC FLOW RATE (gpm/sf) 2 gpmlfP 1 gpm/ft' 2 gpmlfP 1 gpm/IP 2 gpm/ft' 1 gpm/ft' CARTRIDGE FLOW RATE (gpm) PEAK HYDRAULIC CAPACITY 22.5 11.25 1.0 15 1.0 15 7.5 1.8 INLET PERMANENT POOL LEVEL (A) OVERALL STRUCTURE HEIGHT (B) GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com 3. STORMFILTER CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 4. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED 8Y CONTRACTOR. 5. STORMFILTER CATCHBASIN EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING. STANDARD OUTLET STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE USING FLEXIBLE COUPLING BY CONTRACTOR. 6. STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO M306 LOAD RATING. TO MEET HS20 LOAD RATING ON STRUCTURE, A CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED, CONCRETE COLLAR WITH QUANTITY (2) #4 REINFORCING BARS TO BE PROVIDED BY CONTRACTOR. 7. FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS. 8. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft). INSTALLATION NOTES A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN (LIFTING CLUTCHES PROVIDED). C. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. FLOATABLES BAFFLE PERMANENT POOL ELEVATION FINISHED GRADE FILTRATION BAY INLET INLET STUB (OPTIONAL) 2-0" INSIDE 2-0)4" E - OUTSID SECTION B-B LIFTING EYE (TYP. OF 4) IR WALL OUTLET STUB OUTLET PIPE FROM FLOWKIT CATCHBASIN FOOT (TYP. OF 4) 1-CARTRIDGE CATCHBASIN STORMFILTER DATA STRUCTURE ID SFCB#1 WATER QUALITY FLOW RATE (cfs) 0.0152 PEAK FLOW RATE (<1 cfs) 0.0726 RETURN PERIOD OF PEAK FLOW (yrs) 100 CARTRIDGE FLOW RATE (gpm) 7.50 MEDIA TYPE (CSF, PERLITE, ZPG, CAC, PHS) ZPG RIM ELEVATION 27.75 PIPE DATA: I.E. DIAMETER INLET STUB - OUTLET STUB 23.50 8" CONFIGURATION I lol OUTLET SLOPED LID 8 E, NO SOLID COVER YE NOTES/SPECIAL REQUIREMENTS: 1-CARTRIDGE CATCHBASIN STORMFILTER DATA STRUCTURE ID SFCB#3 WATER QUALITY FLOW RATE (cfs) 0.0161 PEAK FLOW RATE (<1 cfs) 0.0770 RETURN PERIOD OF PEAK FLOW (yrs) 100 CARTRIDGE FLOW RATE (gpm) 7.50 MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS) ZPG RIM ELEVATION 27.75 PIPE DATA: I.E. DIAMETER INLET STUB 23.50 8" OUTLET STUB 23.50 8" CONFIGURATION IIO OUTLET SLOPED LID 8 E , NO SOLID COVER YE*NI0 NOTES/SPECIAL REQUIREMENTS: STORMFILTER CATCH BASIN DETAIL NTS STORMFILTER CATCH BASIN DETAIL APPROVED MAR 15 2018 City Tukwila of PUBLIC Works O RECEIVED CITY OF TUKWILA MA2022013 PERMIT CENTER REVIEWED FOR CODE-COMpLEANCE APPROVED APR 0 3 2316 eltyDrTu j riui1,1MR 9 URBAL'• ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East:v.,00 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 O D SC �ti Dgi 1.��•e E te sso 03 p k 25: DCG CIVPI sCrlctura1 31620 23rd Ave S Suite 307 Federal Way, WA 98003 P: 206 523.0024 F:206.523.1012 www.dcgengr.com STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD TUKWILA, WA 98188 RECORD DRAWING LONTRACIOR AND OTHERS BY DATE DAVID° CONSULTING GROUP, INC LAKE FOREST PARK, WA MISS (260,523-0-026 submittals/revisions 100% SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 PWNDATION ONLY PERMIT Aj 1206.2017 BP CORR.1f60%CD CHECK SET J\ 01.10.2018 BID SET REVISIONS 02.09.2018 BID SET REVISIONS 02.28.2018 � BP CORR.21100% CD SET 0309.2018 / \ STORMFILTER CATCH BASIN DETAIL drawing Information DATE 03.09.2018 SCALE AS SHOWN DRAWN BY KR,ES DESIGNED BY ES CHECKED BY TG,ES JOB # 17-004 sheet number PAGE Z of 9 ( CURB DETAIL CONCRETE DRIVEWAY COT STD SHEET RS-08B NTS NOTES: 1. MAX. PIPE DIAMETER MAY BE LIMITED BY PIPE CONFIGURATION OR AS DETERMINED BY ENGINEER. 2. RUBBER GASKET AND GROUT AT ALL JOINTS. 3. GROUT ALL LIFTING EYE HOLES. 4. SEE SS-08 FOR ACCESS AND CHANNELIZATION. 5. SEE SS-13 FOR STEP DETAIL. 6. INSTALL PER CHAPTER 8 OF THESE STANDARDS. APPLIES TO 24" OR SMALLER DIAMETER PIPES. 48" & 54" MANHOLE DETAIL COT STD SHEET SS-04 a NTS BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL CALL 811 FIELD VERIFY GRADES, UTILITIES, AND 9 ALL OTHER EXISTING FEATURES AND 2 BUSINESS DAYS CONDITASSHOIONANFORPLAN NSARE NOT BE BEFORE YOU DIG 9 C8NHBRU S. IF CR DITION CANNOT TACT CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) NOTES: 1. DROP PIPING TO BE SAME SIZE AS INTERCEPTED SEWER. 2. BACKFILL WITH COMPACTED MATERIAL. TYPICAL PATCH FOR RIGID PAVEMENT TYPICAL PATCH FOR FLEXIBLE PAVEMENT PAVEMENT RESTORATION COT STD SHEET RS-03 NTS IACCESS /14 ;� 1 Thril 3. CLASS 50 DUCTILE IRON PIPE ONLY. 4. CONCRETE CLASS 5 (1-1/2). CEMENT 5 SACK MIX WITH 1-1/2" AGGREGATE. 5. SEE SS-08 FOR ACCESS AND CHANNELIZATION. 6. SEE SS-13 FOR STEP DETAIL. MIN DROP PIPE SIZE 8" 10" 12" DROP 1.45' 1.70' 2.08' SOLID ARING MATERIAL WHEN ONE IS MORE OMAN a. CONCRETE OR Ur BLIND FLANGE WITH STAINLESS STEEL BOLTS. -CHANNEL.ATION MANHOLE DROP CONNECTION COT STD SHEET SS-10 NTS MATERIAL UST -COPPER BYPASS 0 2- ELM CPLG. TO FIT, EQUAL TO cKWE L .1 (REDUCE AT TAM. OSINGLE STRAP SERVICE CLAMPS UAL TO ROMAC 101 MTH IPS TAP. ROCKWEL313. O3- STRAIGHT L LEROO8SE PD EQUAtoMUELER H-i10 COMP. ENDCPLG.COPPERT000PPER, EQUAL TO MUELLLER H-155526. C) 1-1(.1. BEND CPLG. COPPER TO OUTSIDE 'THREAD EQUAL TO MUELLER H-15530. 02- BALL VALVES VIATH PALOCKIMOS ORTLOC PS(MUMtER), ,8 V 2-GFL. EQUAL TO MUELLER A-230T-e. % 11 12. ., FL. ECEO4IO ITT. ROCKWELL MATERIAL LIST - 0.I. BYPASS SSY" DSY 221 _ 0 0 0 ❑ SSW • • • • LEGEND DSY- DOUBLE SOLID YELLOW SSY - SINGLE SOLID YELLOW SSW - SINGLE SOLID WHITE SEW - SINGLE BROKEN WHITE SBY - SINGLE BROKEN YELLOW ® TYPE 2VY REFLECTOR • TYPE #1 YELLOW TRAFFIC BUTTON o TYPE #1 WHITE TRAFFIC BUTTON ❑ TYPE 2W W REFLECTOR DIRECTION OF TRAVEL • THIS SPACING SHALL BE USED ONLY WHEN THE (SSY) IS USED IN CONJUNCTION WITH THE (SHY) -•❑ oI6•- o ❑ 30- NOTES: SEW ❑ o 0 0 0 ❑ 1. ALL PAVEMENT MARKINGS TYPE 1 AND TYPE 2 SHALL MEET THE REQUIREMENTS OF THE APWAIWSDOT STANDARD SPECIFICATIONS AND DETAILS. RAISED PAVEMENT MARKER COT STD SHEET RS-13 NTS © e D 9 I0.���� 0 311I11IeMIN 011111111C) o,n�r�lr. GENERAL NOTES; 1. METERS 3,6" SUPPLIED BY CITY. 2. VAULT SHALL BE PRECAST E VAULT. 3. ALL PIPE. 9. PIPING FROM 4NANUT9auL9CESTALOMITTo VAULT "ON MMEETa LINED, TEE WITH 0 2- FLEX CPLG. TO F". 5 REFERTVALVE ON EXISTING MAN REQUIRED. ©2 DIFL X PE.. LENGTH AS REQUIRED. TO SECTION ]3.2. O AL i O+ADM.., FL. EQUAL TO ROCKWELL. Oz L (QGv. SATISFACTORYLOCKNG °EWE MUST BE QgM2 BENEL DS. EACH E 000S LENGTH TO FIT. -BO° ENDS.FLANGE rOvrnxslcee0x 60121INSPECT101210 GENIE °VIDE CONCRETE WITH DUCTILE IRON BY-PASS METER - 3" TO 6" COT STD SHEET WS-04 NTS DETAILS 6" RISER SECTION 12" RISER SECTION H WAY OAn EncPRECAST BASE SECTION (MEASUREMENT AT TOP OF THE BASE) NOTES) 1. MAXIMUM DEPTH FROM FINISHED GRADE TO PIPE INVERT SHALL BE 5'-0". 2. CATCH BASINS TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C 478 (AASHTO M 1991) 8 ASTM C 890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS. 3. REBAR WELDED WIRE FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A 497 (AASHTO M 221). DO NOT PLACE WIRE FABRIC IN THE KNOCKOUTS. 4. THE BOTTOM OF THE PRECAST BASE SECTION MAY BE ROUNDED. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM. 5. KNOCKOUTS MAY BE ON ALL 4 SIDES WITH MAXIMUM DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR ID' SHAPE. PIPE TO BE INSTALLED IN FACTORY SUPPLIED KNOCKOUTS. 6. KNOCKOUT OF CUTOUT HOLE SIZE SHALL BE EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. 7. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2" PER FOOT. 8. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT. 9. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 10. VANED GRATE, REFER TO DS-06. 11. REFER TO DS-06 FOR CATCH BASIN MARKINGS. CATCH BASIN TYPE 1 COT STD SHEET DS-01 NTS ANCHOR BOLT LAYOUT LUMINAIRE DETAIL POLE WALL 3152 opwxows= G(�� TYPICAL LUMINAIRE POLE DETAIL SECTION THRU HANDHOLE NOTES, 1. BRACKETS SUPPLIED WITH 2" N.P.S. SLIPFITTER. SPECIFY MOD. 140 FOR 1.25" N.P.S. SLIPFITTER. 2. TWIN BRACKETS ARE LOCATED 180 0.C. 3. 10" BASE DIA. POLES REQUIRE i"-8 UNC • 36" LONG ANCHOR BOLTS WITH A 3-1/4" PROJECTION. 4. INSTALL STREET LIGHTS BEHIND SIDEWALK. 5. INSTALL JUNCTION BOX 6" INTO SIDEWALK. 6. SECURE ANCHOR BOLTS IN PLACE BEFORE POURING CONCRETE 7. INSTALL BOLTS WITH A MINIMUM OF TWO (2) THREADS EXPOSED. 8. SEE RS 22 AND RS-26. 9. INSTALL POLE SAFE MODEL #4100 BREAKAWAY SUPPORTS ON TOP OF ANCHOR BOLTS. 19)05110 STEELANCHOR BOLTSASTm_MIp_ 13953 010 OUT OF ND TOLERANCE 502212, aSzL1nieAE°OP THREADS vLOCK WASHERS e.o) i' GN.v. Stt. FIAT wA5xEp5, Lv. STL. CONDUIT( PER DUNI r500Rx20PmI SPACED 's( oocorlVr FOUNDATION DETAIL NOT TO SCALE City of Tukwila STREET LIGHT POLE 30' 8 40' MOUNTING HEIGHT RS-20 REVISION al: 08.03 I LA 04.08 APPROVAL. BOB GIBERSON, CITY ENGINEER NOTES, • 4 • • ` SCILLE, / SHALL BE HIGH PROVIDES LIGHTING FOR CITY APPROVAL. SHALL BE PROVIDED OF STREET PRESSURE SODIUM VAPOR G.E. DESIGN FOR SUBDIVISION, INDUSTRIAL OR COMMERCIAL BY THE DEVELOPER AND APPROVED BY THE CITY• LIGHTS SHALL CONFORM TO WSDOT/APWA STANDARDS. 1. 2. DEVELOPMENT 3. ENGINEER. 4. LUMINAIRES DEVELOPER LAYOUT PLAN INSTALLATION TYPE OF ROADWAY STREET WIDTH LAMP WATTAGE AVERAGE MAINTAINED FOOTCANDLE REQUIRED UNIFORMITY RATIO LUMINAIRE MOUNTING HEIGHT LIGHT DISTRIBUTION PATTERN MAJOR IAL COMMERCIAVINOUS ART RESIDENTIAL RESIDENTIAL LOCAL 00 DA 6TO1 MCHx NOT TO 4. City of 0y Tukwila STREET LIGHT DESIGN GUIDELINES < SHEET: RS•24 08.03 ( < APPROVAL: B. SHELTON STREET LIGHT POLE & DESIGN GUIDELINES COT STD SHEET RS-20, RS-24 NTS I REVIEWED FOR I RECEIVED crrY OF TUKWILA 61AR 0 2 2010 PERMIT CENTER APPROVED APR 002010 OW of 1k0.WYIB I I0I110 IV APPROVED MAR 15 2018 PUBLIC Wo IrIC: ORM URSAL' ARCHITECTURE URBAN1RURAL 1938 Fairview Avenue East 511I1E100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 .`P5.4 ily ho ate -3 , 01 01 S/ONA02 D` C G c I v I, I-- structural 31620 23rd Ave S Suite 307 Federal Way, WA 96003 P: 206 523 0024 P . 2206.523.1012 2.dcgangr.com STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD TUKWILA, WA 98188 RECORD DRAWING THIS PREPARED RECORD DRAWING HAS BEEN THISBASE BY DATE DAVID° CONSULTING GROUP. INC 1LAKE FOTRESi PARK wA 901550 000525D026 submittals/revisions 100% SD PROGRESS PRINT 09.07.2017 BUILDING FERMI/SET 10.31.2017 FOUNDATION ONLY PERMIT] 12.002017 HP CORR.1/80%CD CHECK SET 01.10.2018 HID SET REVISIONS A 02.09.2018 BID SET REVISIONS 02.282010 BP CORR.2/100%CD SET A 03.092018 DETAILS drawing Information DATE 03.09.2018 SCALE AS SHOWN DRAWN BY KR,ES DESIGNED 8Y ES CHECKED 8Y TG,ES JOB if 17-004 sheet number CO8 PAGE _L of e NOTES: 1. REFER TO CHAPTER? OF THESE STANDARDS. 2, HYDRANTS EQUAL TO MUELLER5,423 OR CLOW MEDALLION #F-2545, M & H 929. 3. HYDRANTS SHALL SE EQUIPPED WITH TWO 2-1/2' N.S.T. HOSE PORTS AND ONE 5" STORTZ PUMPER DISCHARGE PORT AND SHALL HAVE A 1-1/4" PENTAGON OPEN LIFT OPERATING NUT, HYDRANTS SHALL HAVE A 6" M.J. BOTTOM CONNECTION AND 5-1/4" MAIN VALVE OPENING, AND SHALL HAVE 18" ABOVE GRADE LEVEL TO THE CENTER OF THE PUMPER DISCHARGE PORT, 4. HYDRANTS SHALL CONFORM TOA.W.WA, SPECIFICATIONS 502-54; SHALL DE COMPRESSION TYPE AND SHALL HAVE A TWO PIECE BREAKING FLANGE WITH BREAKING THIMBLE AT THE GROUND LINE OR STEM: SHALL HAVE A SELF -OILING DRY BONNET WITH FACTORY FILLED RESERVOIR HOLDING. APPROXIMATELY 80UNCES OF OIL. OIL RESERVOIR SHALL BE SO DESIGNED AS TO GIVE A COMPLETE LUBRICATION OF STEMS EACH TIME THE HYDRANT IS OPERATED. THE UPPER STEM SHALL HAVE A BRASS SLEEVE, 5. SHACKLE RODS SHALL BE ASPHALT -COATED STEEL OR CORTEN STEEL. 6. CITY HYDRANTS BONNET AND PORT CAPS SHALL BE FARWEST DELPHINIUM BLUE SAFETY 25]. BARREL SHALL BE FARWEST CASE YELLOW SAFETYXa472. 7. PRIVATE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF FARWEST CASE YELLOW (#X-3472). 8. WHERE NO CURB AND GUTTER IS INSTALLED, FIRE HYDRANT SHALL BE LOCATED CLOSE TO THE PROPERTY LINE AND INSIDE THE RIGHT OF WAY OR EASEMENT. INSTALL BOLLARD GUARD POST PER WS-14, 9, HYDRANTS INSTALLED, RELOCATED OR OTHERWISE WORKED UPON AS A RESULT OF A PROJECT SHALL BE FRESHLY PAINTED. t0. HYDRANT SHALL NOT BE CLOSER THAN 4' TO ANY FIXED OBJECT, WITH THE EXCEPTION OF HYDRANT GUARD POSTS, PER TING 1424.03. FIRE HYDRANT ASSEMBLY AND SETTING ATk gir COT STD SHEET WS-13 NTS I I I I I Ig log Tam to Ira Izk y N BASE MAP/TOPOGRAPHY PROVIDED BY I m o OTHERS. DCG CANNOT BE HELD LIABLE P. 2 FOR ACCURACY. CONTRACTOR SHALL _5 FIELD VERIFY GRADES, UTILITIES, AND I IT,: ALL OTHER EXISTING FEATURES AND w/3(E22, CONDITIONS. IF CONDITIONS ARE NOT ASSHOWNAND/OR PLANS CANNOTBE I CONSTRUCTED AS IWo¢ DCG PRIOROR TO TO CONSTRUCTION. 2' VENT LINE. CONNECT TO BUILDING VENT B2'IOR LARGER INLET MIN CAPPED CROSS 90° BEND THRUST BLOCKING SIZE PIPE SIZE DIA A (B') CDE (ft') (ft) (ft) 4" 4 2 1 1 6" 10 5 3 1 8" 18 10 5 2 10" 28 15 8 4 12" 40 22 11 6 14" 55 30 15 8 16" 71 39 20 10 18" 90 49 25 13 20" 111 60 31 15 22" 135 73 37 19 24" 160 87 44 22 28" 218 118 60 30 30" 251 136 69 35 36" 361 195 100 50 42" 491 266 135 68 48" 641 347 177 89 RE NOTES: 1. BEARING AREA OF CONCRETE THRUST -BLOCK BASED ON 250 PSI PRESSURE AND SAFE SOIL BEARING LOAD OF 1000 POUNDS PER SQUARE FOOT. 2. ADJUST BEARING AREA FOR OTHER PIPE SIZES, PRESSURES, AND SOIL CONDITIONS. 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE A MINIMUM AREA OF 1/4 SQUARE FOOT BEARING AGAINST THE FITTING. 4. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATION PRESSURE UNDER ALL CONDITIONS OF SERVICE. 5. HEIGHT OF THRUST BLOCK MUST BE EQUAL TOOT LESS THAN 1/2 THE DEPTH FROM THE GROUND SURFACE TO THE BLOCK'S BASE. 8. USE GALVANIZED OR ASPHALT -COATED SHEEL, THREADED RODS AND PIPE CLAMPS. ]. REFER TO CHAPTER] OF THESE STANDARDS. PLAN VIEW ADJUST TO GRADE 24. A. LOCKING FRAME A. COVER AIR 8, GAS TIGHT 3 PLCS (2 PLCS ON 577-ON i wa T GROUT LAROUNO OTH SIDES 2/3 LENGTH SLOT 1l3 LENGTH OUTLET NOTES: SECTION A -A 1. REFER TO CHAPTER 8 OF THESE STANDARDS. 2. CONCRETE: 28 DAY COMPRESSIVE STRENGTH fc = 4500 PSI 3. REBAR: ASTM A-615 GRADE 60. 4. MESH: ASTM A-785 GRADE 65. 4. DESIGN: ACI-318-83 BUIILDING CODE ASTM C-857 "MINIMUM STRUCTURAL DESIGN LOADING FOR MONOLITHIC OR SECTIONAL PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES". 5. LOADS: H-20 TRUCK WHEEL WITH 30% IMPACT PER AASHTO. 6. FILL WITH CLEAN WATER PRIOR TO START UP OF SYSTEM. 7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES. 8. ONLY GRAY WATER, EXCEPT DISHWASHERS. BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER. SIZING CHART DESIGN Number Of Meals x Waste Flow x Retention x Sto age = Capac'ty FORMULA: Per Peak Hours Rate Time Factor In Gallons GALLON CAPACITY 1000 125D 1500 1750 2000 2500 2750 3000 4000 5000 6000 UV CO MODEL# 44844A 4489GA 51084A 51064A 0124A 'l0 6124A 612GA 712GA 712GA 18GA 17•ti" e A f9'.11^ DIM"A" 9'-D" 5-0" t4.2" --§" 22'-8" i&'-8" S3'1" i�.•1•' wnrER DEvrx mM E 3-m a-m a-0 a-r 3•.m^ a.9' 6a 4•.r 6•a^ a-s ss" GREASE INTERCEPTOR - SINGLE VAULT WITH DOUBLE BAFFLE CALL 811 2 BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) COT STD SHEET SS-14 NTS A TEE W/ PLUG 45° BEND 11-1/4° BEND A TEE W/O PLUG 22.1/2° BEND P m co .- N M h o, ,- .- . m m s m m r a Q m w m N m E o2 aQ o n g H w g N .V 3 m e S w co li a k w E E 5 5 1 ti w ,- 2 n m 0$ am0 e :0 N yr :o n n n vi ,° :° /3 a g 0 2. ' N 0)o e m m- - B 2 ry N 2 2 2 a a BLOCKING (HORIZONTAL) - CONCRETE COT STD SHEET WS-12A NTS PAVEMENT PATCHING (SEE RS-03) BACKFILL BEDDING NOTE: 011 TOP OF TRENCH .3 X DEPTH' (MAX. WIDTH) ER DIA. +24" (MAX. WID BOTTOM OF TRENCH H) 2" MIN. PIPE DUER DIA, IN. MIN. 3' & MAX, 8' 1. ALL BACKFILL SHALL BE 5/8" CRUSHED ROCK COMPACTED TO 90 % MODIFIED PROCTOR OPTIMUM DENSITY. 2. REFER TO RS-03 FOR PAVEMENT PATCHING. 3. PAVED AREAS: BACKFILL WITH CRUSHED ROCK. 4. UNPAVED AREAS: BACKFILL WITH NATIVE MATERIAL OR CRUSHED ROCK. TRENCH - BEDDING AND BACKFILL COT STD SHEET WS-18 NTS JOINT RESTRAINT N, 1 YARD CONCRETE CONCRETE TO TOP OF PIPE W.12 X 581 BEAM (TYPICAL) PIPE OR OTHER OBSTRUCTION ELBOW YARD CONCRETE ELEVATION VIEW 318' (ELD SIZE TYPICAL) END VIEW 14"SHACKLE ROD THROUGHOUT /, SHACKLE %C, TAR GGE NUT MrtVg= PLAN VIEW NOTE: 1. SHACKLE RODS SHALL BE ASPHALT -COATED STEEL OR CORTEN STEEL. BLOCKING - DEADMAN W/ 45° BENDS COT STD SHEET WS-11A NTS re not provided to hom REV. ALTERATION DATE BY LUMINAIRE SPFI-IFICATION6 CATALOG NO.: K204-P2GS-III-40(55L) -7042 -1 20(MT)-KPL1 0 QUANTITY: OPTICAL SYSTEM: FLAT ARRAY, GLASS SHALLOW IES CLASS.: TYPE 111 WATTAGE: 40W (SOLID STATE LIGHTING) SERIES: 7042 LINE VOLTAGE: 120V (MULTI -TAP) PAINT: BLACK OPTIONS: KPL-10 LEVELING DEVICE ARM SPECIFICATIONS CATALOG NO.: (MOO) KA40-T-1 QUANTITY: MATERIAL: ALUMINUM PAINT: BLACK POLE SPECIFICATIONS CATALOG NO.: KM90RE-16 QUANTITY: POLE HEIGHT: 16' 0" SHAFT DIA.: 5 9/1 6" 0 POLE WEIGHT T.B.A. BOLT CIRCLE: 11 1/2" 0 ANCHOR BOLTS: (4) 3/4" x 27"L (BY OTHERS) BOLT PROJECTION: 3" HIGH PAINT: BLACK OPITONS: ANTI -LIFTING RING CUSTOMER APPROVAL Z.c DATE: E T E an'49ton, a: oago.r-Sr.,. I-8 p,4 6o-2ee-2eav Northport Alabama r-8P1-4J5-658- PROJECVGUSTOMER: TUKWILA URBAN IMPROVEMENTS DRAWN BY. SHAUN C SC3 CHECKED BY DATE: REVISION: 6-4-1S DG.VANO T PE: CONCEPT DWG, DRAM. NURSER: TUKWILA STANDARDS-4 PEDESTRIAN STREET LIGHT DETAIL COT STANDARDS-4 NTS REVIEWED FOR C RECEIVED CITY OF TUKWILA MAR 0 2 2010 PERMIT CENTER APR 03 2010 15411 '141 MtHFI I APPROVED MAR 15 2018 PUCiBty t Tukwila LIC Worts URBAL' ARCHITECTURE URBANIP.URAL 1938 Fairview Avenue East SUnE,00 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 0' 9CHQS SQL`o' Fle1 etl byE• s q uu 8.03. u2f',^5:4o a von AfG »e6n0 S`S/ONAL E� DCG CIV I- Structural 31620 23m Ave S Suite 307 Federal Way, WA 98003 P; 208 523 0024 F: 206.523.1012 www.a59engrcom STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD TUKWILA, WA 98188 RECORD DRAWING MISRECORD FORMATION oEEN ROM THE CTOR AND BY DATE PARK s-0024A 98155 LAKE FORESTsx submittals/reNetono I00% SD PROGRESS PRIM 09.07.2017 BUILDING PERMIT SET 10,31.2017 FOUNDATIONONLY PERMIT Aj 1206.2017 BP CORR. 1/60%0D CHECK SETA 01.10.2018 BID SET REVISIONS A 02.092018 BID SET REVISIONS 0228.2018 � BP CORR 21100%00 SET 03.09.2018 /Z \ DETAILS drawing Information DATE 03.09.2018 SCALE AS SHOWN DRAWN BY KR,ES DESIGNED BY ES CHECKED BY TG,ES JOB if 17-004 sheet number PAGE of 9 L2.01 ROOT BARRIERS, TYE'. 5`-WIDE SIDEWALK W/ 2' X 2' SCORING H rimwamR 0 _,mwrjb.P ' 7► -""qlg9hitllf0 �d.'s" i a IES I ��072F ,/2 11■�WEIEEW�i/�'�P2P/ i, L�HY7.VS7r1 STRUCTURAL SOIL EXTENTS PEDESTRIAN LIGHT FIXTURES PER CITY OF TUKWILA STANDARDS NEW 18"-HIGH KEYSTONE RETAINING WALL, SEE DETAIL SHEET L2.02 AND CIVIL PLANS EDGE OF BUILDING ABOVE, TYP., 11 U PROTECT EXISTING TREES ON ADJACENT PROPERTY, TYP. L-1 STRUCTURAL SOIL EXTENT5 G' X 8' TREE PITS W/ NEW STREET TREES, SHRUBS 4 GROUNDCOVER AT 20' O.C., IN THE EVENT OF CONFLICT WITH UTILITIES BELOW, PLACE STREET TREES IN RAISED PLANTERS E I 1 NEW 18"-HIGH KEYSTONE RETAINING WALL, SEE DETAIL SHEET L2.02 AND CIVIL PLANS OGROUND LEVEL LANDSCAPE PLAN BIKE RACKS, PER CITY OF TUKWILA L2.02 STANDARDS BAKER BLVD. 6'-SITE BENC L2.02 STRUCTURAL SOIL EXTENTS �U II0 STEPS UP; SEE ARCHITECTURAL -411111111n.6`P��6D'�"8����'���G�e3 �'C3'>�6'41}�■:�m���� ./HE�� ■■■■��140RLy �lir�i;G.B$QKi�X�!t��t4fvf�%■ ri■ .■1■1a3d'� rro,■�"'v�0�Fa�� ice`%at�y:�r�ayiRa�,vi�.�a�./G�7/.��Ja�lLvru■■A.: �'��'-• i d�$ w�.'s�iY/s P �%�ira � wa,��nra �Y ��■� iO �/iffir■% X■■ /!is ■■��i .fir GO i e��■IC` tij •o' 5�a� i■■■■,, Isu■®■■ter — T� «1 �y 1� 74 ,e.� ■�01t�■■��■■■■fir■■�■■■■� t r�3�a�����® ® V ECD P z.gl.i. F 0 C t� iNI ilari:IIWI �S-�- "1 NORTH EXISTING TELE/DATA PEDESTAL TO REMAIN (STING UTILITIES TO REMAIN STRUCTURAL SOIL EXTENTS L2.01 EDGE OF BUILDING ABOVE, PI'. PLANTING BED W/ SHRUBS 4 GROUNDCOVER I I' -WIDE SIDEWALK W/ 2' X 2' SCORING 5' X 8' TREE GRATES 4 NEW STREET TREES @ 20' O.C. PEDESTRIAN LIGHT FIXTURES PER CITY OF TUKWILA STANDARDS STRUCTURAL SOIL EXTENTS ROOT BARRIERS, L2.01 2.01 REVIEWED FOR APPROVED � APR Oa 2010 STRUCTURAL SOIL EXTENTS GENERAL NOTES 1. 2. 3. L2.01 SEE L100 SHEET SERIES FOR ADDITIONAL PLANS AND INFORMATION. SEE L200 SHEET SERIES FOR PLANTING & IRRIGATION SCHEDULES, NOTES AND DETAIL��SSLECEIVEC ALL PLANTING IN PUBLIC R.O.W. SHALL BENOF TUKV CITY OF TUKWILA STANDARD PLANS AND MAR 0 2 201 SPECIFICATIONS. URBALEc4 ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East Sv,rE1oo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com 7 206-257-0972 consultant k O UN 3F L_D <4 Q 17❑O 1 j(j LL prefect name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD TUKWILA, WA 98188 key plan eubmlttma/re 47I0ne 100%S0 PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.312917 FOUNDATION ONLY PERNR .f:\ 12.082017 BPCORR.1180%CD CHECK 01.102018 BID SET REVISIONS 02.09.2018 100% CO BET( BPCORK2 /2\ 03,01.2018 drawing tale GROUND LEVEL LANDSCAPE PLAN drawing information DATE 03.01.18 4CALE SEE PLANS DRAWN VW 4. NO STAKING NEEDED FOR NEW TREES. PERMIT CENT- 5. ALL BURLAP, STRING AND BASKETS MUST BE REMOVED FROM THE TREES UPON PLANTING. 6. ALL PLANTING AREAS TO RECEIVE IRRIGATION SYSTEM THAT INCLUDES TRADITIONAL IRRIGATION HEADS AND/OR DRIP IRRIGATION, SLEEVING, LATERALS, CONTROL VALVES, GATE VALVES AND QUICK COUPLERS. TRADITIONAL IRRIGATION SYSTEM TO BE FURTHER DESIGNED DURING BUILDING PERMIT PHASE. 7. MASTER CONTROLLER TO 8E LOCATED IN BUILDING DURING CONSTRUCTION DOCUMENT PHASE, JOB# 17-006 A abed number 0 J < CO J LLI N > 0 W m O J00N <000 0¢d J W 0 z0 -I0 a 0 1 —6"DEC 1-9-"DEC 0 0 0 0 0 J CC rrllMa _rpGr� �' eznairSl �i��i�Ibeiiwi� -s O1 GROUND LEVEL IRRIGATION PLAN 3/32'=1-0" V D POINT OF CONNECTION, DCVA TO BE LOCATED IN SPRINKLER ROOM OFF OF 4" DOMESTIC LINE; COORDINATE WITH PLUMBING RAIN SENSOR MOUNTED TO SIDE OF BUILDING AT LEVEL 2, CLEAR OF ANY OVERHANGS OR OVERHEAD OBSTRUCTIONS NORTH C) h HH( )D SLHH FF0(I TMH CD P GENERAL NOTES 1. SEE L100 SHEET SERIES F AND INFORMATION. 2. SEE L200 SHEET SERIES F IRRIGATION SCHEDULES, N 3. ALL PLANTING IN PUBLIC R. CITY OF TUKWILA STANDAF SPECIFICATIONS. 4. NO STAKING NEEDED FOR 5. ALL BURLAP, STRING AND REMOVED FROM THE TREE 6. ALL PLANTING AREAS TO RI SYSTEM THAT INCLUDES T IRRIGATION HEADS AND/OR SLEEVING, LATERALS, CON' VALVES AND QUICK COUPL'. IRRIGATION SYSTEM TO BE DURING BUILDING PERMIT F 7. MASTER CONTROLLER TO BUILDING DURING CONSTR PHASE. URGAL. ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East ruin goo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 !keno FAZ I ® ASSOCIATES INC t LANDSCAPE ARCHITECTS g 102NW Canal Street Seattle, WA 98107 T 206-774-9490 www.fazioassoclate5.com project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD TUKWILA, WA 98188 key won eubmlttale/roN9lone 100%UD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT 12.08.2017 BP CORR 1 / 80%CD CHECK SET 1 01.10.2018 REVIEWED FOR BID SET REVISIONS 0289.2018 CODE-COMPGANCC1 100%CD SET( BP CORR.2 2 03.01.2018 APPROVED A{{P��R+pQO 0 2010 DUI P.14y a,P[3 Ei81( FI drawing Me RECEIVED CITY OF TUKWILA GROUND LEVEL 14A0 o 2 26i0 IRRIGATION PLAN PERMIT CENTER ,R ADDITIONAL PLANS drawing Information ,R PLANTING & DTES AND DETAILS. DATE 03.01.18 0.W. SHALL BE PER SCALE SEE PLANS PLANS AND DRAWN VW .D JOB# 17-006 ,IEW TREES. IASKETS MUST BE S UPON PLANTING. ECEIVE IRRIGATION RADITIONAL n#eet number DRIP IRRIGATION, fROL VALVES, GATE ERS. TRADITIONAL FURTHER DESIGNED 1HASE. IE LOCATED IN JCTION DOCUMENT PRIVACY SCREEN AND GATE FIREPIT AND OUTDOOR LOUNGE FURNITURE PRIVATE PATIO, TYF. 2O"-HIGH BLACKENED STEEL PLANTER I4'x 14' ARCA FORHOT TUB DECORATIVE PERGOLA STRUCTURE FENCE 4 GATES; SEE ARCHITECTURAL OUTDOOR SHOWER 1 G' L2A2 BENCH PLANTING BEDS WITI1 TREES, SHRUBS 4 GROUNDCOVER, TYP. 24"-1-1IG1-1 RAISED INTEGRATED CONCRETE PLANTER WALLS, P. 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IM N E •l E lN = E NA i -- ■: NI■ ■IB■■■ '11 11: :■1.9.11'1_M. ■ .II:-'..11 11111"11 11 ■■■■■■■■m■■■■■■■■ ■1■•■a■■••■■■■aa E= • E I I min♦�♦o ■■��■ I f r / OLEVEL 3 IRRIGATION PLAN 2 118'=1-0' 4 4 2' X 2' PEDESTAL PAVERS, TYP. NORTH A NORTH UP GENERAL NOTES 1. SEE L100 SHEET SERIES AND INFORMATION. 2. SEE L200 SHEET SERIES IRRIGATION SCHEDULES 3. ALL PLANTING IN PUBLIC CITY OF TUKWILA STAND SPECIFICATIONS. 4. NO STAKING NEEDED FO 5. ALL BURLAP, STRING ANI REMOVED FROM THE TRI 6. ALL PLANTING AREAS T SYSTEM THAT INCLUDES IRRIGATION HEADS AND/ SLEEVING, LATERALS,C VALVES AND QUICK COU IRRIGATION SYSTEM TO DURING BUILDING PERMI 7. MASTER CONTROLLER T BUILDING DURING CONS PHASE. O UR13AL ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license FAZ1/p A Dg�� DATES NC LANDSCAPE ARCHITECTS 102 NW Canal Street Seattle, WA 98107 T: 206-774-9490 www fazioassociates. com project nine STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD TUKWILA, WA 98188 key plan subm8tads/reNsiona 100% SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT A 12062017 BP CORR. 1/60%CD CHECK SETA 01.10.2018 REVIEWED FOR I drawing title CODE Weer,L APPROVED APR 03 2018 LEVEL 3 PltvofTMhrrlla LANDSCAPE PLAN & DuIL41r9AluIIN IRRIGATION PLAN FOR ADDITIONAL PLANS drawing information FOR PLANTING & NOTES AND DETAILS. DATE 01.10.18 R.O.W. SHALL BERG SCALE SEE PLANS UKr/D ARD PLANSCA1I OF ILA DRAWN vw JAN 1 1 2018 JOB# 17-006 R NEW TREES ERMIT CENTER 3 BASKETS MUST BE =ES UPON PLANTING. RECEIVE IRRIGATION TRADITIONAL sheet number DR DRIP IRRIGATION, ONTROL VALVES, GATE PLERS. TRADITIONAL 3E FURTHER DESIGNED T PHASE. 1 D BE LOCATED IN in (RUCTION DOCUMENT Schematic Planting Schedule Symbol Qty Type 1.0z. STREET TREES 13 Parrotia perisca / Persian Parrotia Size/Comments Existing trees Protect existing trees per detail 2 Y2" cal. 20' O.C., B&B DECIDUOUS TREES Acer palmatum'Osakazuki' / Japanese Maple 1" cal., B&B 2 Nyssa sinensis / Chinese Tupelo 1" cal., B&B Styrax japonicus / Japanese Snowbell 1" cal., B&B CONIFEROUS TREES Thuja occidentalis'Emerald Green' / Arborvitae 5' min. ht., B&B LARGE/MEDIUM/SMALL SHRUBS 112 Blechnum spicant/ Deer Fem 18" min. ht., see plans 60 Hydrangea macrophylla / Bigleaf Hydrangea 24" min. ht., see plans 12 cW.-1 99 Ilex crenate Sky Pencil' / Japanese Holly Oed 144 Lavandula angustifolia / English Lavender 148 Spiraea japonica'Goldflame' / Goldflame Spires 45 Viburnum davidii / David's Viburnum 4' min. ht., see plans 12" min. ht., see plans 18" min. ht., see plans 18" min. ht., see plans GROUNDCOVER Ajuga reptans / Bugleweed 4" pot, 12" O.C. Vinca minor / Dwarf Periwinkle 4" pot, 12" O.C. PLANTING NOTES: 1. ALL PLANTING AREAS ON THE GROUND -PLANE (ALL R.O.W., PLANTERS, ETC.) SHALL HAVE A TRADITIONAL IRRIGATION SYSTEM TO BE INTEGRATED WITH A CONTROLLER. RAIN SENSORS AND OTHER EQUIPMENT WILL BE INCOPRORATED INTO DESIGN TO MAXIMIZE EFFICIENCY AND LOWER OVERALL MAINTENANCE. 2. ALL INDEPENDENT RAISED PLANTERS SHALL HAVE DRIP IRRIGATION AND INTEGRATED WITH RESPECTIVE CONTROLLER. 3. NO PLANTS TO BE INSTALLED WITHIN 2' DIA. OF PROPOSED STREET TREES. 4. ALL SHRUBS AND GROUNDCOVERS TO BE LAYED OUT IN FIELD AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 5. PLANT TREES IN R.O.W. PER CITY OF TUKWILA STANDARD PLANS. 6. ALL PROPOSED LANDSCAPING TO MEET STANDARDS IN TMC 18.52 AND/OR TMC 18.28. 7. SEE CIVIL SHEETS FOR PROPOSED GRADING, STREET PROFILES AND UTILITY LOCATIONS. Irrigation Schedule Item Symbol PSI Rad. (Ft.) GPM Rainbird 1806 SAM PRS m B 5-series Rainbird 1806 SAM PRS 8-series ars ta Rainbird 1806 SAM PRS 10-series Rainbird 15EST strip -series Rainbird 15CST strip -series Rainbird Landscape Drip Rainbird Rain Sensor Controller Point of Connection (P.O.C) Automatic Valve Gate Valve Quick Coupler Lateral Lines Main -Line Sleeving 30 30 30 30 30 30 30 30 30 A 30 a 30 5 5 5 8 8 8 8 10 10 10 10 0.41 0.20 0.10 1.05 0.52 0.35 0.26 1.58 0.79 0.53 0.39 430 4x15 0.61 30 4 x 30 1.21 See Specifications See Specifications; located indoors, wall mounted See Specifications See Specifications See Specifications See Specifications See Specifications See Specifications See Specifications IRRIGATION NOTES: 1. POINT OF CONNECTION, MAIN LINES, VALVES, LATERALS AND SLEEVING ARE SHOWN SCHEMATICALLY FOR PURPOSES OF GRAPHIC CLARITY. IRRIGATION EQUIPMENT SHALL REMAIN CLEAR OF ALL PAVEMENT, WALLS, TREES AND OTHER EXISTING AND PROPOSED SITE ELEMENTS UNLESS SPECIFICALLY NOTED ON PLANS OR DIRECTED BY LANDSCAPE ARCHITECT. 2. SLEEVING IS REQUIRED FOR ALL IRRIGATION LINES AND CONTROL VALVE WIRES UNDER ALL NEW AND EXISTING PAVEMENT. ALL SLEEVING SHALL EXTEND A MIN. OF 1'-0" BEYOND PAVING EDGE, 3. MAIN LINE PIPING LAYOUT, SLEEVES AND VALVE LOCATIONS SHALL BE STAKED IN THE FIELD BY THE CONTRACTOR AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 4. SEE L2.02 SHEET FOR IRRIGATION DETAILS. 5. VALVE LOCATIONS SHALL BE CLUSTERED AND CONSOLIDATED IN AN EFFICIENT MANNER. 6. RAIN SENSOR SHOWN ON PLAN ARE CONCEPTUAL LOCATIONS AND SHALL BE FURTHER COORDINATED WITH PLUMBING CONDUIT SLEEVE AND ARCHITECT FOR EXACT LOCATION IN FIELD. Site Elements/Furniture 6' Site Bench; Scarborough model by Landscape Forms ® Bike rack; HS 2-F-SS model by Creative Pipe F1BBQ grill; model 24NB Built In Grill Head by American Outdoor Grill with stainless steel doors below, model 1639SSD by Graysen Woods 1c.:.:.....11 STERLING SOUTH CENTER 32 9000 415 BAKER BOULEVARD PLANTING TUKWILA, WASHINGTON STERLING SOUTH CENTER 32 9000 415 BAKER BOULEVARD PLANTING TUKWILA, WASHINGTON STERLING SOUTH CENTER 329000 415 BAKER BOULEVARD PLANTING TUKWILA, WASHINGTON PART I - GENERAL g. Shall be produced at a permitted solid waste organic materialiog facility (Health debris, woody material, roots, concrete, and stones larger than one and one-half (1-D) inch permit, DOE storm water permit, PSAPCA facility and equipment registration diameter within four (4) inches of the surface. Excavate and remove from site any excess 1.1 SUMMARY 2. Acceptable products are Steerco, GroCo, Cedar Grove "Pure Organic material" or approved substitute. existing soil which is in addition to the soil necessary to meet the grades noted on the plan. A. Section Includes: C. Shrub and Ground Cover Areas over existing soil Three 3 inches of Planting Soil shall areasr 8 I. The work includes lawn and planting area preparation and the famishing and B. Planting Soil: be thoroughly mixed into the top six (6) inches of the pre -tilled base of existing soil. Remove from site, all general debris, woody material, roots, concrete, and stones larger than one and installation of soil mixes. 1. Shall be a three-way mixture of40% Sandy Loam Topsoil, 30"/o Organic material and one-half (IPA) inch diameter within four(4) inches of the since. Place and additional four(4) 30% Builders Sand by volume. inches of Planting Soil over the mixed soil and rake smooth. Compact to 85 %compaction and B. Related Sections - Coordinate related work specified in other pans of the Project Specifications, including but not limited to the following: 2. Topsoil chemical/physical characteristics shall have: a. Particle distribution to comply with the US Agricultural Soil Conservation fill any depressions to achieve continuous gradients as shown on plans. Set grade 2-D" below top of adjacent curb or pavement to allow for 2" of mulch and D" clear. Service Soil Survey for sandy loam or silty sand. I. Section 311100 - Clearing and Grubbing b. Screen size (approx. particle size) 7/16"maximum D. Shrub and Ground Cover Areas and Lawn Areas over areas ofimport backfill: Place eighteen 2. Section 310000 - Earthwork c. Total nitrogen 0.25% minimum (18) inches of Planting Soil in planting areas and Lawn Soil in lawn areas in compacted lifts of 3. Section 329300 - Plants d. Organic matter 5 to 10% 6' or less over import baekfill. Compact to 85%compaction and fill any depressions to achieve e. pH range 5.5-7.5 continuous gradients as shown on plans. 1.2 SUBMITTALS f. Conductivity 5mmhos/cm maximum g. No weed seed. E. Trees A. Submit the following samples to the Landscape Architect for approval: 3. Builder's Sand shall be washed and free from silt panicles, submit sample for approval. 1. New trees in planting and lawn areas: 1. Manufacturer's or vendor's certified analysis, sieve test, product sample (2 lbs.), and G Filter Fabric: Amend planting pit soil around trees to match amended soil in planting areas. Remove certificate of location for all specified organic material, topsoil, planting soil, sand, other project soil mixes, existing site soils, and fertilizer materials. Submit analysis by I. Mirafi 140N nonwoven geotoxtile from TenCate Oeosynthetics or approved substitute. from site, all general debris, woody material, roots, concrete, and stones larger than one and one-half(1-DD) inch diameter with within four (4) inches of the surface which is recognized testing laboratory made in accordance with methods established by the generated from the tree planting process. Associates of Official Agricultural Chemists for all products. If the testing laboratory D. Compost Mulch: recommends soil amendments and conditioners, these elements are to be included in F. Drainage Requirements for all Tree Plantings: Insure all tree planting pits are free draining prior products prior to delivery to the site. I. Product shall meet all specifications for organic material but shall be screened to to planting. Fill all tree pits with water to test for drainage. If pit drains clear of water within include panicles between FP and /a". hours it is acceptable to follow the tree planting detail on the plans. If the pit does not drain PART 2 - PRODUCTS 2. Acceptable products are Steerco, GroCo, Cedar Grove "Pure Organic material" or clear, Contractor is required to provide one of the following elements: .,provedsubstitute. 2.1 MATERIALS ♦1 1. Locate drain sump [two (2) feet in diameter and three (3) feet in depth min. (or as E. Structural Soil: Product shall meet Cornell University specifioatiooa sufficient to provide 750 required to free drain planting pit)) eight (8) feet from the tree planting pit and route an A. Organic material: cubic feet of planting area per tree. appropriate length of four (4) inches perforated pipe from the base of the tree to the amp. Sump shall be filled with Drain Rook for up to one (I) foot from finish grade. 1. Organic material shall be a well -decomposed, humus -like material derived from the PA - ' CU e Sump to be covered with filter fabric and designated soil and mulch. Two or three trees decomposition of organic matter. The organic material shall have an earthy odor, shall can be connected to one sump. be free of viable weed seeds and other plant propagules (weed seed test sample to be 3.1 PREPARATION AND PLACEMENT OF SOIL 2. Bottom of the tree pit can be augured with a large bore auger, or other suitable taken from 2" to 8" below the surface of the pile), shall have a moisture content such mechanical equipment large enough to break through the impenetrable soil layers to that there is no visible free water or dust produced when handling the material, and shall A. Preparation of soil in the root zone of existing trees to remain: The root zone is defined as l' of provide free draining capabilities. be free of manufactured inerts. radius for every 1" of tree caliper. Within the root zone, do not use mechanical equipment to In addition, organic material shall have the following physical characteristics: prepare existing soil or to amend soil. New lawn or planting areas within the root zone of Once one of these measures is taken the Contractor will be responsible to retest all affected tree a. Shall be screened using a sieve no finer than 7/16" and no greater than 3/4". existing trees to remain shall be loosened with hand tools to 4" to 6" depth without breaking tree pits to insure free drainage is occurring. Landscape Architect shall be present at all tree pit b. Shall have a pH from 5.5 to 7.5. roots. Top dress with I" of lawn soil for lawn areas or 1" of planting soil for shrub areas or drainage tests and tests shall be coordinated to occur on one or two site visits. c. Shall contain at least 25 % organic matter by dry weight. additional soil as needed to achieve finish grades specified in the Drawings. Rake smooth and d. Shall have a maximum electrical conductivity of5.0 mmhos/om. e. Shall have a maximum carbon to nitrogen ratio of 40:1. f. Shall be certified by the Process to Further Reduce Pathogens (PFRP) gmdeline lightly compact to 80% prior to planting. B. Prepare existing soil: Rip, disc, scarify, or till lawn and shrub and ground cover areas to a depth END OF SECTION 329000 for hot organic materialing as established by the United States Environmental of six (6) inches. Use heavy mechanical equipment if required to attain full six (6) inch depth. Protection Agency). Heavy equipment use to be approved by Landscape Architect. Remove from site, all general 3/1/2018 - 100% CD SPECIFICATIONS SECTION 32 9000- PAGE I 3/1/2018 - 100% CD SPECIFICATIONS SECTION 32 9000 - PAGE 2 3/1/2018 - 100% CD SPECIFICATIONS SECTION 32 9000 - PAGE 3 Stainless steel sink and faucet; 17" x 20" x 10" by Texas Pit Crafters with stainless steel doors below, 17" X 24" model by Texas Pit Crafters Firepit; custom concrete 24"W x 96"L x 18"H; with glass surround; concrete color and glass media color TBD by owner RE Cat) S I I C P URiALt ARCHITECTURE URBANIRURAL 7938 Fairview Avenue East amreroo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license 1. ON FAZ I ®{� ASSOCIATES INC a LANDSCAPE ARCHITECTS g 102 NW Canal Street Q Seattle, WA 98107 .J T: 206-774.9490 vnvvwfazioassociates.com project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD TUKWILA, WA 98168 key plan submittals/reoelmre 100%S0 PROGRESS PRIM 09.07.2017 BUILDING FMB SET 10,311017 FWNDA7NIN ONLY PERMIT 12.082017 BP GORKI/60%CD CHECK SET 1 01,10.2018 BID SET REVISIONS 02.09.2018 100%00 SET I BP CORR2 2 03.01.2018 drawing title /IEwEDFOR PLANTING & MPROVBD IRRIGATION pR 03 2019i SCHEDULES, & PLANTING SPECS .tf' 11 .L=A•'1•---_ ----' Hawing information DATE 03.01.18 SCALE SEE PLANS RECEIVED DRAWN VW fY OF TUKWILA d08n 17-006 MAR 022010 (RMIT CENTER sheet number DRIPLINE ZONE- NO STORAGE, HEAVY EQUIPMENT USE, STOCK PILING, OR GROUND DISTURBANCE ALLOWED. 2. LIMITED TRENCHING ALLOWED. EXCAVATION BY HAND OR WITH HAND -DRIVEN TRENCHER MUST BE APPROVED BY ARBORIST. 3. SEVERING OF ROOTS LARGER THAN 2" DIA. REQUIRES ARBORISTS APPROVAL. FENCING/ROOT PROTECTION -CHAIN LI NK FENCING TO BE PROVIDED AND MAINTAINED AT DRIPLINE AT ALL TIMES. SURFACE PROTECTION WITHIN DRIPLINE SHALL REQUIRE; G"-DEPTH MULCH LAYER, 3/4" PLYWOOD AND STEEL PLATES. 2x ROOT ZONE ROOT ZONE - I. OPERATION OF HEAVY EQUIPMENT AND PILING OF HEAVY MATERIALS REQUIRES ARBORIST'S APPROVAL. 2. TRENCHING WITH HEAVY EQUIPMENT ALLOWED UNDER ARBORISTS SUPERVISION AND IF 2/3 OR MORE OF THE ROOT ZONE 15 UNDISTURBED. ADDITIONAL NOTES- . 6' HIGH CHAINLINK FENCE SHALL COMPLETELY ENCIRCLE TREE(5). INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS. 2. TREATMENT OF ROOTS EXPOSED/DAMAGED DURING CONSTRUCTION: R00T5 OVER I" DIAM., MAKE A CLEAN STRAIGHT CUT TO REMOVED DAMAGED PORTIONOF ROOT. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP AND COVERED WITH SOIL AS SOON AS POSSIBLE. OTREE PROTECTION NOT TO SCALE 1 2" DEEP ROOT BARRIER LOCATION AT SIDEWALK SIDE OF PLANTING BED PAVEMENT - SEE PLANS =1 1 11=1-111-111=I I I 4' CRUSHED ROCK 4" SLOTTED DRAIN PIPE COMPACT UNDER ROOT BALL TO 95% DENSITY SECTION A TREE_PROT 4" SOLID PIPE WITH BLACK FLUSH CAP WITH SLOTTED HOLES (RAINDIRD 4" DG4RFG) PLANTING SOIL PER SPECIFICATIONS 1 2" MIN. DEPTH IN PLANTER AREAS PLANTER WIDTH VARIES 18" DEEP ROOT BARRIER LOCATION AT CURD SIDE OF PLANTING BED 4" SLOTTED DRAIN PIPE SPECIALTY STRUCTURAL SOIL PER SPECIFICATIONS O7 TREE PLANTING WITH STRUCTURAL SOIL NOT TO SCALE 3-0" CONCRETE COUNTERTOP BRICK FINISH .; TOP OF PAVERS TEXAS PIT CRAFTERS 17"X 20"X 10" SINK FAUCET SIDE 0 OUTDOOR KITCHEN ELEVATION TEXAS PIT CRAFTERS 17" X 24" ACCESS DOOR I �1T111111t iT TREE ROOTBALL. SET ROOT CROWN I" ABOVE FINISH GRADE. MULCH: 2" DEPTH ALLOW 2" CLEAR FROM TRUNK. FINISH GRADE 3" HEIGHT SOIL SAUCER. INSTALL AT EDGE OF PLANTING PIT. AMENDED SOIL SCARIFY SUBGRADE ALL BURLAP, STRINGS AND BASKETS MUST BE REMOVED FROM TREE UPON PLANTING DECIDUOUS TREE PLANTING NOT TO SCALE AMENDED SOIL SCARIFIED SUBGRADE LL— SECTION TYP. GROUNDCOVER PLANTED AT NURSERY LEVEL (POTTED PLANTS OR ROOTED CUTTINGS) MIN. 2" MULCH KEEP MULCH CLEAR FROM STEM —FINISH GRADE I I-11-1E-ll-I I I 111-=M=FI=i I Iall-1I I;-1 I I=1 I I-1 I I —II I-111 TYP. SPACING PER LANDSCAPE PLAN OGROUND COVER PLANTING NOT TO SCALE 4" SLOTTED DRAIN PIPE COMPACT UNDER ROOT BALL TO 95% DENSITY SECTION B 2'-0" I I'-IO" FRONT TREE ROOTBALL. SET ROOT CROWN 2" ABOVE SIDEWALK GRADE. 4" SOLID PIPE WITH BLACK FLUSH CAP WITH SLOTTED HOLES (RAINDIRD 4" DG4RFG) PLANTING SOIL PER SPECIFICATIONS 1 2" MIN. DEPTH IN PLANTER AREAS PLANTER WIDTH VARIES SPECIALTY STRUCTURAL SOIL PER SPECIFICATIONS P_dectree P_grdevr IN 'I IMAX. 'l '11 !r� 15—III—ITi. MIN 2x WIDTH OF ROOTBALL TREE ROOTBALL. SET ROOT CROWN I" ABOVE FINISH GRADE. MULCH: 2" DEPTH ALLOW 2" CLEAR FROM TRUNK. FINISH GRADE 3° HEIGHT SOIL SAUCER. INSTALL AT EDGE OF PLANTING PIT. 117 AMENDED SOIL SCARIFY SUBGRADE ALL BURLAP, STRINGS AND BASKETS MUST BE REMOVED FROM TREE UPON PLANTING O3 CONIFER TREE PLANTING NOT TO SCALE SPECIFIED SPACING, TYP. PLANTING BED O N PLAN EDGE OF PLANTING BED OR PAVING OSHRUB & GROUND COVER SPACING NOT TO SCALE PAVEMENT - 5EE PLANS AERATION PIPING WITH VENTS I . TREE PLANTING PER COT STD PLANS EXCEPT MULCH, ROOT BARRIER AND COMPACTION UNDER ROOT BALL PER PLANS AND DETAILS. 2. EXTENTS OF STRUCTURAL SOIL PER FLAN. 3. EXTENTS OF ROOT BARRIER PER PLAN. 4. EXTENTS OF MULCH PER PLAN (6" MIN. WIDTH) 3'-8"" v DEO GRILL; MODEL 24 NB BUILT IN GRILL HEAD BY AMERICAN OUTDOOR GRILL STAINLESS STEEL ACCESS DOORS; MODEL I G3955D BY GREYSEN WOODS ; TOP OF PAVERS NOTES: I . MIRROR LAYOUT FOR KITCHEN #2 - SEE PLANS. 2. GREY5EN WOODS TO PROVIDE SHOP DRAWINGS TO BE REVIEWED AND APPROVED BY LANDSCAPE ARCHITECT AND/OR CLIENT REP. ISOMETRIC atructurai_Ss0_ROW P_conife P_spacing 1_ -'TT—d11—Tn�i WIDTH OF PLANTING PIT= 2X WIDTH OF ROOTBALL MINIMUM O4 SHRUB PLANTING NOT TO SCALE PLANT SHRUBS AT I " ABOVE LEVEL GROWN IN NURSERY, PLANT GROUNDCOVERS AT LEVEL GROWN IN NURSERY MULCH LAYER: 2" DEPTH. ALLOW 2" CLEAR FROM TRUNK/ STEM FINISH GRADE AMENDED SOIL SCARIFY SUBGRADE REMOVE BINDING FROM TRUNK, PULL BURLAP BACK TO SIDES OF ROOTBALL. EXPOSE NO BURLAP TO SURFACE AFTER BACKFILLING P shrub c REVIEWED FOR CtANt APPROVED 1 APR 002010 RECEIVED CITY OF TUKWILA MMAS 0 2 2(0 PERMIT CENTER URDALr/ ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUM 100 Seattle, WA 98102 info@urbalarchitecture.com www,urbaiarchitecture.com T 206-257-0972 Marne consultant logo ON rrlI=lU uJI- WI F-D <4 ❑Ua ©a A3 Qti U]oqli— E project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD TUKWILA, WA 98188 key plan submittals/redeimle 100%SD PROGRESS PRINT 09.072017 BUILDING PERMIT SET 10212017 FOUNDATION ONLY PERMIT 12082017 BP CORR. 1160%CD CHECK 01,102018 BID SET REVISIONS 02.092018 100%CD SET BP CORR.2 2\ 03.01.201B drawing title PLANTING DETAILS drow4,g Infonnatton DATE 03.01.1E SCALE SEE PLANS DRAWN VW 2013# 17.006 sheet number DOUBLE CHECK VALVE BRASS UNION, TYP. BRASS NIPPLE, TYP. ROUND VALVE Box FINISH GRADE METERED STUB PIPE SLEEVE SHUT OFF VALVE OPOINT OF CONNECTION NOT TO SCALE OQUICK COUPLER NOT TO SCALE NOTE: THIS DETAIL REPRESENTS AN APPROXIMATE CONDITION FOR MOUNTING CONTROLLER ON INTERIOR WALL. VERIFY EXACT LOCATION FOR CONTROLLER WITH ELECTRICAL AND ADJUST INSTALLATION ACCORDINGLY. r AA N MASTER CONTROL VALVE 6" MINIMUM DEPTH QUICK COUPLER FINISH GRADE 6" CONCRETE PIPE FILLED WITH DRAIN ROCK 7/8"MINUS THREADED PVC NIPPLE TRIPLE SWING JOINT 71r,bk_REV INDOOR WALL MOUNT ELECTRIC CONTROLLER; SEE IRRIGATION PLAN AND ELECTRICAL FOR LOCATIONS PROVIDE ELECTRICAL CONDUIT PER CODE AND MAW. KEGS. PROVIDE CLEAN ACCESS HOLES FOR REQ. CONDUIT FINISH GRADE I 1=III=1 ! LOW VOLTAGE WIRING PER CONTROLLER RMS. 2-0" OINDOOR CONTROLLER — INDOOR INSTALLATION NOT TO SCALE AUTOCON_REV MAIN LINE TO IRRIGATION SYSTEM QUICK COUPLING VALVE (SEE DETAIL) MANUAL DRAIN VALVE (SEE DETAIL) PRESSURE REDUCING VALVE W/ STRAINER, (PROVIDE IF REQUIRED) FITTINGS: SCHEDULE 80 PVC, SIZES AS NOTED OR REQUIRED. RECTOR SEAL (T+2) ALL THREADED CONNECTIONS. FI1,Isr1 GRADE 4lrrpoc .REV i'-12" POP-UP BODY 3/4" IPT SPRINKLER HEAD IPT X LENGTH AS REQ'D OSTANDARD POP—UP HEAD NOT TO SCALE trip O8 2" LOOP BIKE RACK NOT TO SCALE NOTE: ALL THREADED CONECTIONS TO HAVE RECTOR SEAL T+2. ALL NIPPLES TO BE PVC 5CH 80 IPT SIZE OF THE SPRINKLER POLYETHELENE"FUNNY PIPE" (30" MAX. LENGTH) PVC REDUCING BUSHING PVC "T"OR 90° ELBOW PVC LATERAL PIPE 61papuphd_REV 2" 55 BIKE LOOP by CREATIVE PIPE; H5 2-F-55 1 /4" X I -3/4" (DRILL DIA. X LENGTH) SLEEVE ANCHOR # I 0-24 THREAD, HEX WITH WASHER LAYOUT IN FIELD FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. bike rack_creatiro pipe OAUTOMATIC CONTROL VALVE NOT TO SCALE III -III- COMPACTED BACKFILL MATERIAL DETECTION TAPE (GREEN) 6" ABOVE PIPE COMPACTED BACKFILL MATERIAL SECTION OPOWER SUPPLY TRENCH NOT TO SCALE BRASS STOP VALVE FOR ISOLATION PVC ADAPTER CONTROL WIRES (BUNDLED UNDER MAINLINE) 6" WIDE TRENCH DUG WITH TRENCHING MACHINE FINISH GRADE PVC ELEC. CONDUIT (GRAY) (SIZE AS SPECIFIED ON PLANS) 2lpirenchJIEV BENCH LEG SUPPORT; SCARBOROUGH BENCH, BY LANDSCAPE FORMS REMOVE GLIDE AT BOTTOM OF LEG PRIOR TO SURFACE MOUNTING. 3/" DIA. (DRILL DIA. X 2) " MIN. DEPTH) SLEEVE ANCHOR # 10-24 THREAD, HEX WITH WASHER LAYOUT IN FIELD FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. CONFIRM MOUNTING WITH MANU. DETAILS AND RECOMMENDATIONS SAWCUT EXIST. PAVEMENT IF NECESSARY FINISH GRADE JUMBO VALVE BOX W/ LOCKING LID EXTENSION (AS REQ.) WATER TIGHT WIRE SPLICES (TYP.) SPARE 5CH. 40 PVC LATERAL PVC ADAPTER CUT NOTCHES IN BOX FOR PIPE AS REQ. @ EACH END UNION (2 PLACES) AUTOMATIC CONTROL VALVE 3" GRAVEL W/ GEOTEXTILE UNDERNEATH SECTION OSLEEVE TRENCH NOT TO SCALE INSTALL LANDSCAPE BLOCK WALL PER MANUFACTURER'S RECOMMENDATIONS ADJACENT DRIVEWAY O9 SCARBOROUGH BENCH MOUNTING DETAIL O LANDSCAPE BLOCK WALL NOT TO SCALE bench_eca boroug NOT TO SCALE SlacvalveJ2EV EXISTING OR NEW ASPHALT, CONCRETE OR MASONRY PAVED SURFACE TACK SEAL JOINT COMPACTED BACKFILL MATERIAL DETECTION TAPE (BLUE) 6" ABOVE PIPE COMPACTED BACKFILL MATERIAL PVC SLEEVE WITH MAIN OR LATERAL LINES OR CONTROLLER WIRES NOTES: SLEEVE SIZE AS SHOWN ON PLANS OR: I.U. OF SLEEVE TO BE I " GREATER THAN O.D. OF PIPE. 2. SLEEVES REQUIRED UNDER ALL PAVED AREAS. 3. ENDS OF SLEEVES EXTEND A MIN. OF I'-O" BEYOND CONCRETE EDGE. 21sirenchJ:EV PROPERTY LINE STACKWALL BLOCK BY -ABBOTSFORD IN 'NATURAL' COLOR FILTER FABRIC AROUND DRAINAGE COURSE GRAVEL DRAINAGE COURSE 4" COMPACTED GRAVEL COMPACTED SUBGRADE PER SPECS block wall REVIEWED FOR CODE'C E APPROVED APR 0 8 2Q10 �1+��11a°�T�IIl71�q�jge+ RECEIVED CEP/ OF TUKWILA JAN 1 1 2018 PERMIT CENTER URBALO ARCHITECTURE URBANIRUINAL 1938 Fairview Avenue East SUITE IGO Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license *1.."! '!"-< OF RE FAZI®{p AS OCIA®g E INC ', LANDSCAPE ARCHITECTS g 102 NW Canal Street Seattle, WA 98107 T: 206-774-9490 www.fazioassociates.com project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD TUKWILA, WA 98188 key plan subm1ttals/revtslons 100%SO PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT AN 12.06.2017 BP CORR.1160%CD CHECK SETA 01.10.2018 drashg title IRRIGATION & SITE DETAILS dron8g 'demotion DATE 01.10.18 SCALE SEE PLANS DRAWN VW JOB # 17-006 sheet number al SITE PLAN BAKER BLVD —R.O.W. CENTERLINE ASPHALT PAVING SECONDARY VEHICULAR ACCESS: PRIMARY GARAGE EGRESS 3" SECONDARY GARAGE INGRESS/EGRESS LINE OF LEVEL 3 OVERHANG A8V CENT 1 STORY AUTO t`4$407 BAKER BLVD' ,APN UF23 100087 YSTONE RETAINING WALK zREFER TO CIVIL CO3 AND; NDSCAPE DETAIL 10/L2.02' FOR MORE INFORMATION, KEYSTONE RETAINING WALL REFER TO CIVIL CO3 AND LANDSCAPE DETAIL 10,1202 FOR MORE INFORMATION 2-1" FF ELEV.28'0' FF ELEV2_ S'-0"e FF ELEV.29'6'� LIGHT POLTYP; REFERTO CE, IVIL C09 FOR DETAIL LINE OF LEVEL 3 OVERHANG ABV N90°00'00"E 173.30'_ DEWA 74'' Air -PROPERTY UNE-- al. PROPOSED STREET TREES, REFER TO LANDSCAPE PLANS Li 00, TYP BIKE RACK PER LANDSCAPE L100,TYP 15' SETBACK FROM BACK OF CURB, PER TUC CORRIDOR STANDARDS ACCESSIBLE ENTRY SIGN Wt INTERNATIONAL SYMBOL OF ACCESSIBILITY PER 11/A0.10 ADDRESS: 415 BAKER BLVD ZONE: TUC-TOD, 70' PROJECT DESCRIPTION: 233,628 SF ACTIVE ADULT RESIDENTIAL APARTMENTS. 166 RESIDENTIAL UNITS PARKING FOR 167 VEHICLES LEGAL DESCRIPTION: ANDOVER INDUSTRIAL PARK #2 POR NLV 8 ELY OF LN RNG 501-3433W 235 FT FR PT ON N LN TR 8 DIST 354.10 FT ELY FR NW COR SD TR TH S 88-25-27 E 22493 FT TO E LN TR9 APN: 022310,0080 SITE AREA = 1.2 ACRES APPROX. EXISTING TWO STORY MASONRY BUILDING TO BE DEMOLISHED FF ELEV.28',04, FF ELEV ONE WAY DRIVE AISLE N90°00' 00"E 224.89' 224'-11" PROPERTY LINE LINE OF CURB STREET FURNITURE PER LANDSCAPE L1.00, TYP LINE OF CANOPYABV STEPS AND RAMP ELEVATIONS PER CIVIL FF EL 1YV0 WAY DRIVE r�. 8" = 1"0" ADA IMPROVEMENTS PER PROJECT#17-079 EXST TELEPHONE X TO REMAIN LINE OF LEVEL 3 OVERHANG ABV EXST ELECTRICAL VAULTS 10 REMAIN; REF ALTA SURVEY EXST TRANSFORMER TO REMAIN: REF ALTA SURVEY LINE OF EXST UTILITY EASEMENT LIGHT POLE, TYP; REFER TO CIVIL C09 FOR DETAIL 15' SETBACK FROM BACK OF CURB: PER TUC CORRIDOR STANDARDS PROPOSED STREET TREES, REFER TO LANDSCAPE PLANS L100, TYP LINE OF LEVEL 3 OVERHANG ABV PRIMARY VEHICULAR ACCESS: PRIMARY GARAG INGRESSIEGRESSB BACK OF HOUSE ACCESS LINE OF NEW CURB "GREEN SCREEN" PLANTING FENCE ALONG SOUTH PROPERTY LINE; PART OF NEW CONSTRUCTION FOR ADJACENT PROPERTY (APN:022310-0090) MIN. REAR SETBACK Dr/ REVIEWED FOR CODECOMPLIA'NDE APPROVED APR 0 3 21118 RECEIVED CITY OF TUKWILA 4AR 0 2 2015 PERMIT CENTER NORT URB.AL ARCHITECTURE URSANIEOUFAL 1938 Fairview Avenue East MITI. Seattle, WA 98102 info@urbaIarchitecture.com www.urbalarchitecture.corn T 206-257-0972 lIcense 9776 'R682EGIST7-RED 000TGCT Q I .-• HADA Ea STAT60h' WASHINGTO DATE 03.02.2018 „oruuttant logo plo;ect name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 9818E ay olan submittals/revs s.on., 100%$0 PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT A- 12.06.2017 BP CORK 1 I60%CD CHECK SET, 01.10.2018 BID SETREVI510N5 02.09.2018 SMOKE CONTROL SUBMITTAL 02.2112018 � BP CORR 21100%CD SET / 21 03.02.2018 dewing 10 SITE PLAN nramng nfo,mat,on DATE 03.02.2018 SCALE 1/16"=1'-O" DRAWN Author JOB 00 17-004 copyrighgi 11 sneetoumber A1.00 r 1 L 1/A MATCHLINE 1 / A a.t DOWNSPOUT EST PARKING-4 STD, STALL • 1 ADA I7= Be _ DOWNSPOUT MEM o 1o� GUEST PARKING-5 STALLS-4 STD COM. LEVEL 1 OVERALL 3/32" =1'-0" DRIVE AISLE EMPLOYEE PARKING 3 STD STALLS BAKER BLVD 1 I 9-0 I b� I51'83/4° vu+ 1 3 D. sraas+z aoa STALLs t 15'-0° 79 STALLS TOTAL (54 MEDIUM +22 COMPACT+3 ADA) 2220,62 DRIVEAISLE 75'5° 16' 62',10" 5 STD STALLS+1 C4M STALL MIIMILICOMEER 8'-10° 14',2" 23-0" 195',10° 91'-91R" Mak 28.0 ! I na sF I yn 1 0 12'-4 7 /A1.01A 1 / A1.01B 81 a 00 a erb-K-1 5-,1l3 65 (3) , gin,/� REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 ZO10 G of Tukwil2 V!'f NFi t'ifNl 96FlF RECEIVED CITY OF TUKWILA MAR 0 2 22(3 PERMIT CENTER a1� URBAL' ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE rw Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 I, ense 9T76 'REGISTTECTERED ARCAII Q1 TATCHAV ENT, SE OF wASH: DATE 03,02.201E consonant logo pr ojec. name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 oy plan .7/7 07/ subnittals/rey,sions 100%SOPROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT 12.08.2017 BP CORR1t60% COCHECKSE7L 01.10.2018 BIO SET REVISIONS _02.09.2018 SMOKE CONTROL SUBMITTAL 02.28.2018 � BP CORR 21100 % CD SEi / 2l 03.02.2018 drawing title FLOOR PLAN - LEVEL 1 OVERALL dra Inglnornratlo,. DATE 03.02.2018 SCALE As indicated DRAWN Author JOB 3F 17-004 copyright e,:Tber l P 1 /A1.01B MATCHLINE- • — • — • • — • • — \J ' 0 0-- 0- 0-- 0014SPOUT - STAIRA SI00A 104 SF EVEL DOWNSPOD 36' SECONDARY PARKING P1ao0 3300 SF STALLS-4 STD C0M 0 2 202 566" T-6' BOLLARDS DRIVE AISLE Lo t63SE, WORKRO• -F 1 122 II 189 SF--- 157SF / SEE 9/A0.10 FOR] —f-- .._ -_-1AVA30RY RED, HVAC L@_ , STAFF BOON 1431112" 1 123 I 6 STD. STALLS ELECTRIC VEHICLE CHARGING INFRASTRUCTURE TO BE PROVIDED FOR 5% OF PARKING STALLS PER IBC SECTION 427= 8 STALLS * 1 ADA STALL = 9 STALLS 0 195'310° T.O. WALL 32'-0" RESIDENTIAL PARKING GARAGE I P100A 22380 SF E AISLE THRU SIAB FANS ABV 14,6 VT 6'651/2 2536° — - - 3 STD. STALLS- ' LOBBY 192 1 2600 SF MAIL ROOM [107-1 199 St_-__J 0 0 REFER TO CATERING KITCHEN DRAWINGS FOR MORE INFORMATION' 1 . CATERING I-1 KITCHEN 1 120 1 355 SF HK CLOSET 6'3212' LINE OF FLOOR AB DVE FAUX COLUMN PER ID LOW WALL PER ID AISLE 8 0 GREAT ROOM LIEU 1514 SF 2 /8" =1'-0" LAN NOTES: SEE SHEET A9.01 -A9.02 FOR WALL TYPE DETAILS. SEE SHEETS A6.01 -A604 FOR DOOR AND WINDOW SCHEDULES. SEE SHEETS A0.10-A0.11 FOR GENERAL ACCESSIBILITY 8. SHAFT ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY REQUIREMENTS. DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH APPROVED FIRE AND SMOKE DAMPERS SEE SHEET A0.06-Al09 FOR OCCUPANCY AND EXITING DIAGRAMS. 9. DUCT PENETRATIONS IN FIRE PARTITIONS SHALL BE PROTECTED WITH REFER TO CIVIL AND LANDSCAPE PLANS FOR SITE INFORMATION, APPROVED FIRE DAMPERS. OCCUPANT LOAD OF ASSEMBLY OCCUPANCIES OR SPACES SHALL BE POSTED INA CONSPICUOUS PLACE, NEAR THE MAIN EXIT FROM SPACE. L ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY DUCTS 11. AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH APPROVED FIRE AND SMOKE DAMPERS 10, LISTED SMOKE DAMPER SHALL BE PROVIDED AT EACH POINT A DUCT OR AIR TRANSFER OPENING PENETRATES A CORRIDOR ENCLOSURE REQUIRED TO HAVE SMOKE AND DRAFT CONTROL DOORS. ELEVATORS PER OUTLINE SPECIFICATION 12. REFER TO UNIT PLANS, SHEETS A2.01-A2.04 FOR DIMENSIONS AND LAYOUT OF UNITS. 13. UNIT AND ROOM NUMBERING IS PRELIMINARY: FINAL UNIT AND ROOM NUMBERING TO BE DETERMINED BY TUKLMLA FIRE MARSFIAL 14. INTERIOR DOORS SHALL BE 4" MIN FROM ADJACENT WALLS UNLESS NOTED OTHERWISE. 15, RES. STORAGE ROOMS IN CORRIDORS TO HAVE SHEET METAL STORAGE PARTITION SYSTEMS. VERIFY SIZE AND QUANTITYw/ OWNER. ALUHATCH LEGEND: FRAMED WALL CONCRETE WALL 1 HR SMOKE BARRIER (OCCUPANCY SEPARATION) ---------- 2 HR SEPARATION (SHAFT WALLS, FIRE WALL) �•..�•••� 3HR SEPARATION CMU WALL DROPPED SOFFIT(RESIDENTIAUSLEEPING UNITS) -, DIAGRAMMATIC VENTING NAGE LEGEND EXIT SIGNW/ EMERGENCY LIGHTING EMERGENCY LIGHTING CD FIRE EXTINGUISHER CABINET 1 /A1.01B REVIEWED FOR C@DE COMPttANCE- APPR©VED APR 0 3 2018 BIfP7 tAIR RECEIVED CITY OF TUKWILA PAR 0 2 2043 PERMIT CENTER URBAL 69 ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East surc,0o Seattle, WA98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 (�9T1RE 0010 00 CHAD H rz STATE OF WASHINGTO DATE 03.02.2018 consultant logo pre,eat name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 <ey plan eubnittals/revisions 100%5D PRO ORESSPRINT 09.07.2017 BUILDING PESET 10.31.2017 FOUNDATION ONLY PERMIT 12.06.2017 BP CORR 1/60%CD CHECK SET 1 01.10.2018 BID SET REVISIONS 02.09.2018 SMOKE CONTROL SUBMITTAL 02.28.2078 BP CORR. 21100%CD SET A 03.02.2018 drawing 11.t:e FLOOR PLAN - LEVEL 1A drawing Inrorrnatlon DATE 03.02.2018 SCALE Aa indicated DRAWN Author JOB # 17-004 copyagnt ,wsneet n umber P 4.] 1 /A1.01A PAATCHLINE— • — • — • — • STAIRC S100C 276 SF LEVEL 1B 25'-0" E AISLE (2) PENETRATIONS FOR CABLE DUCTS. LOCATION PER ELECTRICAL 23'10" 23' 14' RESIDENTIAL PARKING GARAGE P18 22380 SF DRIVE AISL 95',10" THRU SLAB — FANS ASV. 42-0" CO STD STALL TRA414i RECYCLE 1 BIKE STORAGE (RACKS FOR 18 BIKES, :. ..' I1 PROVIDED) / . j .. 13,71/2. 91412" STAIRS I 17�' 2-61/2" DRIVE AISLE SPRINKLER CONT. 122 SF FIRE CONT. RM. ----1 113 I- 210SF r 0' 12',7 3/4° /8" =1'-0" PLAN NOTES: i. SEE SHEET A9.01- A9.02 FOR WALL TYPE DETAILS. 2. SEE SHEETS A6,01- A604 FOR DOOR AND WINDOW SCHEDULES. ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH APPROVED FIRE AND SMOKE DAMPERS SEE SHEETS A0.10-A0.11 FOR GENERAL ACCESSIBILITY 8. SHAFT ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY REQUIREMENTS. DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTEDWITH APPROVED FIRE AND SMOKE DAMPERS SEE SHEET A0.06-A0.09 FOR OCCUPANCY AND EXITING DIAGRAMS. 9 DUCT PENETRATIONS IN FIRE PARTITIONS SHALL BE PROTECTED WITH REFER TO CIVIL AND LANDSCAPE PLANS FOR SITE INFORMATION, APPROVED FIRE DAMPERS. OCCUPANT LOAD OF ASSEMBLY OCCUPANCIES OR SPACES SHALL BE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT FROM SPACE L 10. LISTED SMOKE DAMPER SHALL BE PROVIDED AT EACH POINT A DUCT OR AIR TRANSFER OPENING PENETRATES A CORRIDOR ENCLOSURE REQUIRED TO HAVE SMOKE AND DRAFT CONTROL DOORS. 11. ELEVATORS PER OUTLINE SPECIFICATION 12. REFER TO UNIT PLANS, SHEETS A2.01-A2.04 FOR DIMENSIONS AND LAYOUT OF UNITS. 13. UNIT AND ROOM NUMBERING IS PRELIMINARY, FINAL UNIT AND ROOM NUMBERING TO BE DETERMINED BY TUKWILA FIRE MARSHAL 14. INTERIOR DOORS SHALL BE 4" MIN FROM ADJACENT WALLS UNLESS NOTED OTHERWISE. 15. RES. STORAGE ROOMS IN CORRIDORS TO HAVE SHEET METAL STORAGE PARTITION SYSTEMS. VERIFY SIZE AND QUANTITY w/OWNER ALLNIATCH LEGEND: FRAMED WALL CONCRETE WALL 1 HR SMOKE BARRIER (OCCUPANCY SEPARATION) 2 FAH SEPARATION (SHAFT WALLS, FIRE WALL) 3 HR SEPARATION CMU WALL DROPPED SOFFIT (RESIDENTIAUSLEEPING UNITS) DIAGRAMMATIC VENTING GE LEGEND: EXIT SIGN W/ EMERGENCY LIGHTING EMERGENCY LIGHTING ® FIRE EXTINGUISHER CABINET 0 1 /A1.01A 11 REVIEWED FOR co W-OOMfs WNt APPROVE^ APR 0 3 2015 RECEIVED CTV OF TUKWILA MAR 022110 PERMIT CENTER URBAL ARCHITECTURE URHANIRURAL 1938 Fairview Avenue East rent we Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 9]76 'RAGCSTTC 1 SD E,Na, DATE 03.02.2018 oonsul tent ogo project reme STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 kay plan ) f� /:„.y% submltlais/revislons 100% SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT b 12.06.2017 BP CORK1/SO%C13 CHECK SET /\ 01.10.2018 BID SET REVISIONS 4a 02.09.2018 SMOKE CONTROL SUBMITTAL 02.28.2018 BP CORK 2 t100%CD SET 2 03,02.2018 drawing tale FLOOR PLAN — LEVEL 1B drawing Information DATE 03.02.2018 SCALE As indicated DRAWN Author JOB tt 17-004 copy::Ont so,.m,on & Ursheet'�.1 m er, r L U 4.t 4.7 1 /A1.02A MATCHLINE 1 / A1.02B L DOWNSPOUT DOWNSPOUT 1'-111/7-;-\ 6'-012" LEVEL 2 OVERALL 25' 0" DRIVEAISLE lip ilinwelawirgt 16'-11° 14'-612" 12 STD. STALL — — —88 STALLS TOTALI — — (59 MEDIUM+28 COMPACT+1 ADA) DRIVEAISLE 195'-10 13'712° E3 O 3'3'6'-412" 91'-912° 25'-0" DRIVEAISLE 6',21/2 903 SF (5), REa? 1 /A1.02A 1 /A1.02B REVIEWED FOR COD 4OMYLIANUE APPROVED APR 03 201B 741,30 RECEIVED CITY OF TUKWILA (/[A0 0 2 2313 PERMIT CENTER URA Lr ARCHITECTURE URBAPJIRURAL 1938 Fairview Avenue East SUM too Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com r 206-257-0972 hcense 9776 'RARCHI£GISTER/TED .E,CT-� HAD AW SHINGTO,N Z STATE OF DATE 03.02.2018 consultant logo project nam.. STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 ; 1 y , submittals/revision 100% SD PROGRESS PRINT 09.07.2017 'BUILDING P—ERMIT—SET 1031.2017 FOUNDATION ONLY PERM IT Ft 12.06.2017 BP CORR1/60%CD CHECK GET 1 01.10.2018 BID SET REVISIONS 02.09.2018 SMOKE CONTROL SUBMITTAL 0228.2018 BP CORR 21100%CO SET 03.02.2018 drawing title FLOOR PLAN - LEVEL 2 OVERALL drawln9 mtormaeon DATE 03.02.2018 _—_-__._— SCALE As indicated DRAWN Author J08 # 17-004 copyhg, ht amrvonz..wa,of sheet number V - _ 4.7 1 /A1.026 MATCHLINE- • - • - • - - CANOPY BELOW DOWNSPOUT LEVEL 2A 6' 1-0 ff STAIRA LS UNIT C.1(TYPEA) 21SF 1212 SF POOL EQUIP. RM LEIZJ 59 SF, CLOSET 218 I 42 SF TRASH RM UNIT 8.1 12091 620 SF THEATER I 210 I 6',51/4° 24'-13/4. 1 STD. STALLS + 1 CO 195-10" 87 STALLS TOTAI ) _ (59 MEDIUM + 28 COMPACT+1 ADA) 145-0 1/4 RESIDENTIAL PARKING 2826.4 SF 25-0" DRIVE AISLE 14'-41Q" • GAME ROOM 468 SF 1/2 CANOPY BELOW T DOWNSPOUTS - (RCULATION 983 SF i is VESTIBUL I 215 O 16'-2' 11'33/4" READING ROOM/ LOUNGE I 214 405 SF 411.10-i - .-r•••vrr4111.r. 1113 THRU SLAB FAN WITH MTL GRATE COVERING 5',07/16° 6',21/2" 0 0 0 PLAN NOTES 1. SEE SHEET A9.01- A9.02 FOR WALL TYPE DETAILS. 2. SEE SHEETS A6.01- A504 FOR DOOR AND WINDOW SCHEDULES. 3. SEE SHEETS A0.10- A0.11 FOR GENERALACCESSIBILITY REQUIREMENTS. 4. SEE SHEET A006A0.09 FOR OCCUPANCY AND EXITING DIAGRAMS. 5. REFER TO CIVIL AND LANDSCAPE PLANS FOR SITE INFORMATION. 6. OCCUPANT LOAD OF ASSEMBLY OCCUPANCIES OR SPACES SHALL BE POSTED INA CONSPICUOUS PLACE, NEAR THE MAIN EXIT FROM SPACE. 7. ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH APPROVED FIRE AND SMOKE DAMPERS SHAFT ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH APPROVED FIRE AND SMOKE DAMPERS DUCT PENETRATIONS IN FIRE PARTITIONS SHALL BE PROTECTED WITH APPROVED FIRE DAMPERS. 10. LISTED SMOKE DAMPER SHALL BE PROVIDED AT EACH POINT A DUCT OR AIR TRANSFER OPENING PENETRATES A CORRIDOR ENCLOSURE REQUIRED TO HAVE SMOKE AND DRAFT CONTROL DOORS. 11. ELEVATORS PER OUTLINE SPECIFICATION 12. REFER TO UNIT PLANS, SHEETS A2.01-A2.04 FOR DIMENSIONS AND LAYOUT OF UNITS. 13. UNIT AND ROOM NUMBERING IS PRELIMINARY; FINAL UNIT AND ROOM NUMBERING TO BE DETERMINED BY TUKWILA FIRE MARSHAL 14. INTERIOR DOORS SHALL BE 4° MIN FROM ADJACENT WALLS UNLESS NOTED OTHERWISE. 15. RES. STORAGE ROOMS IN CORRIDORS TO HAVE SHEET METAL STORAGE PARTITION SYSTEMS. VERIFY SIZE AND QUANTITY w/OWNER. WAMMAr0H 16068D FRAMED WALL .. CONCRETE WALL -__ - 1 HR SMOKE BARRIER(OCCUPANCY SEPARATION) -----•---- 2 HR SEPARATION (SHAFT WALLS, FIRE WALL) -... �...- 3HR SEPARATION CMU WALL DROPPED SOFFIT (RESIDENTIMJSLEEPING UNITS) DIAGRAMMATIC VENTING SIGNAGE LEGEND: ."' EXIT SIGNW/ EMERGENCY LIGHTING gj EMERGENCY LIGHTING ED FIRE EXTINGUISHER CABINET 2.4 4.3 1 / A1.026 REVIEWED FOR CODOOMPLTANM APPROVED APR 03 2018 RECEIVED CITY OF TUKWILA MAR 8228I3 PERMIT CENTER UREAI_: ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 hcense 9176 'REGISTERED ARCHITECT CHAD A ENTZ STATE OF WASHIN= DATE 03.02.2018 consultant logo project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 MAKER BOULEVARD, TUKWILA, WA 98188 Hey Dian submittals/revisons 100% SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT F1 1206.2017 BP CORR 1/60%CD CHECK SET 1 01.10.1018 BID SET REVISIONS A 0209.2018 SMOKE CONTROL SUBMITTAL 0220.21118 BP CORR2/100% CD SET 1 03.022018 drawled tide FLOOR PLAN - LEVEL 2A drawing information DATE 03.02.2018 SCALE As indicated DRAWN Author JOB # 17-004 copyright wnmvno"o. sheet number 1 ® 1 / A1.02A MATCHLINE— • — • — • — - U LEVEL 2B L Pcx STAIRC CI Ecc 25-0" DRIVE AISLE 15'-0" 39',0" u 23-0 RESIDENTIAL PARKING 2284SF 28284 SF namEnEr,=Z+2, DRIVE AISLE THRU SLAB FAN WITH MTL GRATE COVERING 507/16" 6',2'I } 1/8"= 1'-0" PLAN NOTES: 1. SEE SHEET A9.01 -A9.02 FOR WALL TYPE DETAILS. 2. SEE SHEETS A6.01- A6.04 FOR DOOR AND WINDOW SCHEDULES. 3. SEE SHEETS A0.10- A0.11 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 4. SEE SHEET A0.06-A0.09 FOR OCCUPANCY AND EXITING DIAGRAMS. 5. REFER TO CIVIL AND LANDSCAPE PLANS FOR SITE INFORMATION. 6. OCCUPANT LOAD OF ASSEMBLY OCCUPANCIES OR SPACES SHALL BE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT FROM SPACE. 7. ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH APPROVED FIRE AND SMOKE DAMPERS SHAFT ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH APPROVED FIRE AND SMOKE DAMPERS DUCT PENETRATIONS IN FIRE PARTITIONS SHALL BE PROTECTED WITH APPROVED FIRE DAMPERS. 10. LISTED SMOKE DAMPER SHALL BE PROVIDED AT EACH POINT A DUCT OR AIR TRANSFER OPENING PENETRATES CORRIDOR ENCLOSURE REQUIRED TO HAVE SMOKE AND DRAFT CONTROL DOORS. 11. ELEVATORS PER OUTLINE SPECIFICATION /2. REFER TO UNIT PLANS, SHEETS A2,01-A2.04 FOR DIMENSIONS AND LAYOUT OF UNITS. 13. UNIT AND ROOM NUMBERING IS PRELIMINARY; FINAL UNIT AND ROOM NUMBERING TO BE DETERMINED BY TUKWILA FIRE MARSHAL 14. INTERIOR DOORS SHALL BE 4" MIN FROM ADJACENT WALLS UNLESS NOTED OTHERWISE. 15. RES. STORAGE ROOMS IN CORRIDORS TO HAVE SHEET METAL STORAGE PARTITION SYSTEMS. VERIFY SIZE AND QUANTITY w/ OWNER. WALUHATCH LEGEND: FRAMED WALL CONCRETEWALL 1 HR SMOKE BARRIER (OCCUPANCY SEPARATION) 2 HR SEPARATION (SHAFT WALLS, FIRE WALL) 3HR SEPARATION CMU WALL DROPPED SOFFIT(RESIDENTIAUSLEEPING UNITS) DIAGRAMMATIC VENTING SIGNAGE LEGEND: EXIT SIGNW/ EMERGENCY LIGHTING EMERGENCY LIGHTING O FIRE EXTINGUISHER CABINET 1 / A1.02A REVIEWED FOR CODE-COMP[fANCET APPROVED III, APR OO2018 IFFig AIMPP1 RECEIVED CITY OF TUKWILA MAR 022010 PERMIT CENTER URBAL ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East sm,cloo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 REGISTERED "76 ANg' "IL CIIADAE�NTZ STATEOi WA6fiINGTO DATE 03.02.2018 consultant logo r,miact nan,a STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 plan submittals/revisions 100%S0 PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLYPERM1T Fi 12.06.2017 BPCORR1/60% CD CHECK SET /\ 01.10.2018 BIO SET REVISIONS 02.00.2018 SMOKE CONTROL SUBMITTAL 02.28.2018 OP CORR27100%CO SET 03.02.2018 drawng tide FLOOR PLAN - LEVEL 2B drawing Intorrnatlon DATE 03.02.2018 SCALE As Indicated DRAWN Author JOB # 17-004 copyright .=,rrvAnr=uo�of u, neat ci .L. L L 1 / A1.03A MATCHLINE — — 1 / A1.03B C-- A4.02 0- 0-- 1. 5,0" 4- 0 1410 1/2" 0 23,0" 12-3" CD 12,3" 23,0" 10,9" L L. I ' 1 1 ' 12'--L.....14 -11 ' .-1.'• 1 1-4.14-4 DI 119 6 iri`,;,-,-.Y.),....- __ 10' 9"___ - AZPP710..., 0 10,9" IM • 23,0" 195,10" 12,3" 011 144112" 12-3" 8,5 1/2" 12-0" 9,5 1/2" 6,2 1121 18,2 V? 19,7" 19 152 5,6" :.-,:46sTaz-s.:*,,aasaaaaa -1 135,10' CD CD LEVEL 3 OVERALL 3/32" 1 12-0" A1.03A 1 / A1.03B REVIEWED FOR -COFeeeMPttAlleE7 APPROVED APR a RECEIVED' CITY OF TUKWILA 01,C 0 2 Ma PERMIT CENTER - URBAL ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com i 206-257-0972 kense "" VON CHAD 41.,Trz STATE OF ASHIESTO DATE 03.02.2018 conskIltant logo pro,ect name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan. submIttals/rev.ons 100%SOPR0898SSPRNI 09 07 2017 ........._ BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT 12.06.2017 BP CORR. 1 160% co CHECK SET & 01.10.2018 BIB SET 11E2.09.2018 SMOKE CONTROL. SUBMITTAL 02.28.2018 BP CORR 2 / 100% CD SET 03.02.2018 drawmg htle FLOOR PLAN - LEVEL 3 OVERALL drawing information DATE 03.02.2018 SCALE As Indicated DRAWN Author JOB # 17-004 cop,9,, Lc, gr 7,n: lArlr"n shee, nurnber Al .03 P 1 / A1.03B MATCHLINE•—•—•-- 5'60 LEVEL 3A 4 3-10" E UNIT C.7 272 1127 SF STAIRA 5300A 198 SF g 4'�111276312" TRANSFER .—WALL PER SPA —. — CONSULTANT HAIR RHi 9 I 66 SF 119' 91 UMT B.2 306 I 764 SF %. p\ REFER TO LANDSCAPE PLANS FOR MORE INFORMATION 24' CONCRETE PLANTERS PER LANDSCAPE, TYP 195'-10" UNIT B.2 7 764 SF MIN I UNIT B.2 I�3_J 764 SF BEG PER LANDSCAPE 23'-0' 2 12610" P-9' 14'-812" UNIT B.2 r306-1 762 SF BREAKOUT SPACE 1 346 390 SF 2 HR FIRE WALL 14'' 8'512" 3'-212" 8 CLOSET 350 28 SF 761 2 UNIT A2 I 311 1 577 SF r--, ELEC.0 OSET 126 SF 9'-73/4' 6-3)24 FITNESS I 345 972 SF NE OF CANOPY ABV YOGA 344 I 553 SF — CHEFS KITCHEN I 343 1 492 SF 1Vt FLEX AREA 13411 598 SF UNIT C.4 I 312 I 1326 SF UNIT C.5 I 313 I 1190 SF UNIT 82 1 31J 764 SF UNIT B.2 764 SF UNIT B.2 319 764 8F 34'611" 3'-91/2 O 0 L•�•�•�•_• 1/A1A31 PLAN NOTES: 1. SEE SHEET A9.01-A902 FOR WALL TYPE DETAILS. SEE SHEETS 80,01-A604 FOR DOOR AND WINDOW SCHEDULES. ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH APPROVED FIRE AND SMOKE DAMPERS 3 SEE SHEETS A0,10- A0,11 FOR GENERAL ACCESSIBILITY S SHAFT ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY REQUIREMENTS. DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH APPROVED FIRE AND SMOKE DAMPERS 4 SEE SHEET A0.26H0.09 FOR OCCUPANCY AND EXITING DIAGRAMS. 5 REFER TO CIVIL AND LANDSCAPE PLANS FOR SITE INFORMATION. OCCUPANT LOAD OF ASSEMBLY OCCUPANCIES OR SPACES SHALL BE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT FROM SPACE. 9. DUCT PENETRATIONS IN FIRE PARTITIONS SHALL BE PROTECTED WITH APPROVED FIRE DAMPERS. 10. LISTED SMOKE DAMPER SHALL BE PROVIDED AT EACH POINT A DUCT OR AIR TRANSFER OPENING PENETRATES A CORRIDOR ENCLOSURE REQUIRED TO HAVE SMOKE AND DRAFT CONTROL DOORS. 11. ELEVATORS PER OUTLINE SPECIFICATION 12. REFER TO UNIT PLANS, SHEETS A251-A2,04 FOR DIMENSIONS AND LAYOUT OF UNITS. 13. UNIT AND ROOM NUMBERING IS PRELIMINARY, FINAL UNIT AND ROOM NUMBERING TO BE DETERMINED BY TUKWILA FIRE MARSHAL 14. INTERIOR DOORS SHALL 8E 4" MIN FROM ADJACENT WALLS UNLESS NOTED OTHERWISE. 15. RES. STORAGE ROOMS IN CORRIDORS TO HAVE SHEET METAL STORAGE PARTITION SYSTEMS. VERIFY SIZE AND QUANTITY w/OWNER. WALUHATCH LE FRAMED WALL CONCRETE WALL 1 HR SMOKE BARRIER (OCCUPANCY SEPARATION) 2 HR SEPARATION (SHAFT WALLS, FIRE WALL) 3 HR SEPARATION CMU WALL DROPPED SOFFIT (RESIDENTIAL/SLEEPING UNITS) DIAGRAMMATIC VENTING GEND EXIT SIGN W7 EMERGENCY LIGHTING EMERGENCY LIGHTING FIRE EXTINGUISHER CABINET REVIEWED FOR com wMPLIANI,h I APPROVED APR 0 3 2010 RECEIVSU CITY OF TUK`,`vILA {,111):3 02 2013 PERMIT CENTER URAL ARCHITECTURE URBAIVIRURAL 1938 Fairview Avenue East SUITE., Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 Pcense 9776 'RARCHITECEGIS7555T5 S IA"I OF 11NGT0. DATE 03.02.2018 consultant logo project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98180 key plan ,,,,, ,,A mza!s/revls:on s 100% D PROGRE55 PRINr 09.07.2017 BUILDING PERMIT SET 10d1.2017 FOUNDATION ONLY PERMIT Lf 12.06.2017 %HEC BP CORRtf60%c0 CO CHECK SET 01.10.2010 810 SET REVISIONS 02.09.2018 SMOKE CONTROL SUBMITTAL 02.28.2018 BE CORK 2 f1020 CD SET A 03.02.2018 drawing Lille FLOOR PLAN - LEVEL 3A drawing Information DATE 03.02.2018 SCALE As Indicated DRAWN Author JOB 8 17-004 opyright 'meet rwir*mber 4.] 1 / A1.03A MATCHLINE—- -- — - —- L_ LEVEL LEVEL 3B 3'8° AFF O 0 14',0112" 1207 SF 36'-3" OD 23'-0" e 4 23',0° /j now REFER TO LANDSCAPE PLANS /FOR MORE INFORMATION 12'L 1f2° 123" 10-9'\ 12'-3° 10'9' 24" CONCRETE PLANTERS / PER LANDSCAPE, TYP 12'd 12" `"' UNIT Al 1500- UNITA `- 609 SF LJ 15'-0' UNTA2 L 29J 57 SF 16',11" 02 UNIT 8.2 I 325 I 762 SF UNIT 8.2 12' 23'-0" 14' / 14,61n" 2 HR FIRE WALL 3',1112"1 49112° 6',912" 195'-10" 0 SALON 204SP 2965E 1o'81/2' 2'-11" UNIT 8.2 12,3314° 13-71n' 9-41n° 13441 U CHEF'S KITCHEN 43 492 SF TV/ FLEX AREA 341 f 598 SF F.2 12'33/4" O6'-212" L_- 1 STAIRB 5'-51/2" S.i - 2E 1/2 4'-0' 3'-1012' 108 in° 6'-21n' UNIT8.2 764 SF UNIT8.2 319 764 SF UNIT C.6 r-32+ ) 1185 SF UNIT C.3 1275 SF 12'-01/2" 21',41n" 10'-0° j L J A4.01 4.6 1 /A7.03A _f-_-- /8" =1'-0" PLAN NOTES: 1. SEE SHEET A9.01-A9.02 FOR WALL TYPE DETAILS. 7. ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY DUCTS 11. AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH APPROVED 2 SEE SHEETS A6.01-A6.04 FOR DOOR AND WINDOW SCHEDULES. FIRE AND SMOKE DAMPERS SEE SHEETS A0.10- A0.11 FOR GENERAL ACCESSIBILITY S SHAFT ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY REQUIREMENTS. DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH APPROVED FIRE AND SMOKE DAMPERS 4. SEE SHEET A0.06-A0.09 FOR OCCUPANCY AND EXITING DIAGRAMS. 5 REFER TO CIVIL AND LANDSCAPE PLANS FOR SITE INFORMATION. 6. OCCUPANT LOAD OF ASSEMBLY OCCUPANCIES OR SPACES SHALL BE POSTED INA CONSPICUOUS PLACE, NEAR THE MAIN EXIT FROM SPACE. 9 ELEVATORS PER OUTLINE SPECIFICATION 12. REFER TO UNIT PLANS, SHEETS A2.01-A2.04 FOR DIMENSIONS AND LAYOUT OF UNITS, 13. UNIT AND ROOM NUMBERING IS PRELIMINARY; FINAL UNIT AND ROOM NUMBERING TO BE DETERMINED BY TUKWILA FIRE MARSHAL DUCT PENETRATIONS IN FIRE PARTITIONS SHALL BE PROTECTED WITH 14. APPROVED FIRE DAMPERS. 10. LISTED SMOKE DAMPER SHALL BE PROVIDED AT EACH POINT A DUCT OR AIRTRANSFER OPENING PENETRATES A CORRIDOR ENCLOSURE REQUIRED TO HAVE SMOKE AND DRAFT CONTROL DOORS. INTERIOR DOORS SHALL BE 4° MIN FROM ADJACENT WALLS UNLESS NOTED OTHERWISE. 15. RES. STORAGE ROOMS IN CORRIDORS TO HAVE SHEET METAL STORAGE PARTITION SYSTEMS. VERIFY SIZE AND QUANTITYw/ OWNER. WALUHATCH LEGEND: FRAMED WALL CONCRETE WALL 1 HR SMOKE BARRIER (OCCUPANCY SEPARATION) 2 FIR SEPARATION (SHAFT WALLS, FIRE WALL) 3 HR SEPARATION CMU WALL DROPPED SOFFIT (RESIDENTIAUSLEEPING UNITS) DIAGRAMMATIC VENTING SIGNAGE LEGEND: EXIT SIGN W/ EMERGENCY LIGHTING EMERGENCY LIGHTING I= FIRE EXTINGUISHER CABINET REVIEWED FOR CODE-COM0'LIAR?E j APPROVED APR 0S2018 wow RECEIVED CITY OF TUK WILA M2022010 PERMIT CENTER URBAL' ARCHITECTURE URBANIRURAL 1938 Fairview Avenue Eastw,m,00 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 lIcense ll 8776 STAR CHITECT CHAD A( F2EN` ATE OF ASIIINGTOi DATE 03.02.2018 consultant logo protect ne,e STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKW ILA, WA 98188 keY plan N subm Itta!s/revisions 100% SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERi 12.06.2017 BP CORR1/60% CD CHECK SET 01.10.2018 BID SET REVISIONS j 02.09.2018 SMOKE CONTROL SUBMITTAL 0228.2018 � BP CORR21100%CD SET /\ 03.02.2018 ora 'ta Ude FLOOR PLAN - LEVEL 3B drawing I,0forrnatl0n DATE 03.02.2018 SCALE As indicated DRAWN Author JOB 8 17-004 copy,gh5 UrbalArch xircn�aau�. o. sheet number �t -x II r- L 0-- 0-- 0 MATCHLINE — — — 1 / A1.046 0-- 0-- r- 14,0 1/2" 9071/21 12,71 (MIMS ,zoL 14,01/21 8' 1246 1/2" 14,0 142". " 9,8" 12,61/2= ========F== 12,3" 10191 11101111111 119 91/2" Istellut 06574096 2340" 195410" 0 0 C) 0 4-61/2' 8151/2" 171-01 9,61/2" 642 1/2" 101-211/2" 1019" 14461/2" .1111.1112.031111111 1791. 1.0.,91.14,61721 RES STORAGE 14,01/21 LEVEL 4 OVERALL 1246 1/2" [ 15'40' ! 15.01 164111 23 1 1111111! HUM FAIN 195,101 1 12,3" 191/2 546" 1 • • 13,71/2" 9,4 1/2" 23' 0 0 2,6 I/O G 2 1 12,71/21 21,41G" 3/321=1,01 -4 / A1.04A / A1.04B 0 REVIEWED FOR 1 cem-eeteletrameE-1 APPROVED !, APR 0 3 2013 5 pft I 6,4.,1-155m.No Di: J. 10,, RECEIVED CITY OF TUKWILA VAR 0 2 203 PERMIT CENTER URBALO ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com i 206-257-0972 license 9 RANT-FR --\. JArrpoN.ro. DATE 03.02.2018 consugant logo pociect name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan 7/, 1 submittals/revotons 100%SO PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT ifik 12.06.2917 BP CORR. 1 /60% CD CHECK SET A 0110.2018 BID SET REVISIONS &. 02.09.2018 SMOKE CONTROL SUENUTAL 02.28.2018 BP CORR. 21100% CD SET A 03.02.2918 dtawtng tgic FLOOR PLAN - LEVEL 4 OVERALL drawing informatton DATE 03.02.2018 SCALE As indicated DRAWN Author JOB # 17-004 copyright t3VA= b.1 ,toig: sneet number A1.04 J G 4.7 1 /A1_04B MATCHLINE- • - • - • - - L_ 14',0 UNIT C.2 1209 SF UNIT O2 I 402 1209 SF STAIR 5400A _; 198 SF 4'-1112" 7',31/2" UNIT B.2 764 SF ]64 SF 23'-0° UNIT8.2 405 764 SF CORRIDOR 1400A ( 2462SF 119'-9 12 UNIT B.2 4os 1 O 9 UNIT8.2 1 4oe 1 23'-0' 195'-10" UNIT B.2 r 407 1 764 SF 2HR FIR 14'61/T Ira" UNIT B.2 469 I 764 SF 785 SF1._,'.)i 9'-i61/2' 14',612" 1'-2' 1'-9" 10.4' 17'-0" UNIT A2 411 576 SF ORES. STORAGE `., 249F UNITA5(TYPE A) I 414 767 SF UNIT A2 416 I 571 SF 9's 12" 1 6'-21n" 16-21/T ELEC. CLOSET 451 J 77 SF CILIM UNIT A4 I 420 I 739SF 6,12" 6-212" 1.17117 C.4 I 412 1328 SF UNITC.5 413 1191 SF UNIT B2 1 415 J 764 SF UNIT B.2 �-] 764 SF UNIT 8.2 11-7 764 SF 9 B 0 EVEL 4A O O i- 4.6 1 / A1.04B 8"=1,0" PLAN NOTES: 1. SEE SHEET A9.01- A9.02 FOR WALL TYPE DETAILS. 2. SEE SHEETS A6.01- A604 FOR DOOR ANDWINDOW SCHEDULES. 3. SEE SHEETS A0.10 -A0.11 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 4. SEE SHEET 62 66-50.09 FOR OCCUPANCY AND EXITING DIAGRAMS. 5. REFER TO CIVIL AND LANDSCAPE PLANS FOR SITE INFORMATION. 6. OCCUPANT LOAD OF ASSEMBLY OCCUPANCIES OR SPACES SHALL BE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT FROM SPACE ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH APPROVED FIRE AND SMOKE DAMPERS SHAFT ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH APPROVED FIRE AND SMOKE DAMPERS 9. DUCT PENETRATIONS IN FIRE PARTITIONS SHALL BE PROTECTED WITH APPROVED FIRE DAMPERS. 10. LISTED SMOKE DAMPER SHALL BE PROVIDED AT EACH POINT A DUCT OR AIR TRANSFER OPENING PENETRATES A CORRIDOR ENCLOSURE REQUIRED TO HAVE SMOKE AND DRAFT CONTROL DOORS. 11. ELEVATORS PER OUTLINE SPECIFICATION 12. REFER TO UNIT PLANS, SHEETS A2.01.A2.04 FOR DIMENSIONS AND tAYQUT OF UNITS. 13. UNIT AND ROOM NUMBERING IS PRELIMINARY; FINAL UNIT AND ROOM NUMBERING TO BE DETERMINED BY TUKWILA FIRE MARSHAL 14. INTERIOR DOORS SHALL BE4' MIN FROM ADJACENT WALLS UNLESS NOTED OTHERWISE, 15 RES. STORAGE ROOMS IN CORRIDORS TO HAVE SHEET METAL STORAGE PARTITION SYSTEMS. VERIFY SIZE AND QUANTITY w/OWNER WALUHATCH LEGEND - FRAMED WALL CONCRETE WALL 1 HR SMOKE BARRIER (OCCUPANCY SEPARATION) 2 HR SEPARATION (SHAFT WALLS, FIRE WALL) 3 HR SEPARATION CMU WALL DROPPED SOFFIT (RESIDENTIAL/SLEEPING UNITS) DIAGRAMMATIC VENTING SIGNAGE LEGEND: EXIT SIGNW7 EMERGENCY LIGHTING cg EMERGENCY LIGHTING p FIRE EXTINGUISHER CABINET REVIEWED FOR CD EDbIPCIRMCE- �,, APPROVED APR 9 3 2018 RECEIVED CITY OF TUKWILA 1408022010 PERMIT CENTER U6AL' ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East all 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 lIcense 9776 'WEEP SHR,,,AvA' DATE 03.02.2018 mnsWtant logo protect name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key Plan submittals/revisions 100%SDPROGRESS PRIM 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT F7 12.06.2017 BP CORK 1 / 60 % CO CHECK SET 1 01.10.2018 BID SET REVISIONS /el[� 0209.2018 SMOKE CONTROL SUBMITTAL 0228.2018 � BP CORR. 2/100%CO SET n 03.02.2018 draw,ng 1.Ue FLOOR PLAN - LEVEL 4A awing mformabcn DATE 03.02.2018 SCALE As indicated DRAWN Author J08 # 17-004 eepyr:gbt ttrrq�non "e u, sneer number A1.04A 4.] 1 / A7.04A MATCHLINE— • — • — - — • --J--�-�- UNIT C2 432. f 1209 SF IW I1 UNIT C.2 I 434 NSF LEVEL 4B 4',111 12,612" 12'-310' 2'-612" UNIT B.2 430 1 764 SF 15-0" UNIT B.2 [ 428 784 SF UNIT AI 431 1 424 509 SF 575 SF 15'-0' uurr 13.2 428 I 762 SF 23-0" 2 HR FIRE WALL 14',612' urvovrntirnv UNIT10.4(TYPE A) I 424 f 694 SF UNIT 0.2 (- 425 I 762 SF ,17.174 UNIT A2 418 571 SF 1_ /a\ c L _u_ UNIT A4 UNIT 8.2 UNIT B2 14191 764 SF UNIT C.6 I 421 j 86SF UNIT C.3 21'412" 0 PLAN NOTES: 1, SEE SHEET A9.01-A9.02 FOR WALL TYPE DETAILS. 2. SEE SHEETS A6,01- A604 FOR DOOR AND WINDOW SCHEDULES. ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH APPROVED FIRE AND SMOKE DAMPERS SEE SHEETS A0.10- A0.11 FOR GENERAL ACCESSIBILITY B. SHAFT ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY REQUIREMENTS. DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED 081H APPROVED FIRE AND SMOKE DAMPERS SEE SHEET A0.06-A009 FOR OCCUPANCY AND EXITING DIAGRAMS. 9. DUCT PENETRATIONS IN FIRE PARTITIONS SHALL BE PROTECTED WITH REFER TOCML AND LANDSCAPE PLANS FOR SITE INFORMATION. APPROVED FIRE DAMPERS. OCCUPANT LOAD OF ASSEMBLY OCCUPANCIES OR SPACES SHALL BE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT FROM SPACE. 10. LISTED SMOKE DAMPER SHALL BE PROVIDED AT EACH POINT A DUCT OR AIR TRANSFER OPENING PENETRATES A CORRIDOR ENCLOSURE REQUIRED TO HAVE SMOKE AND DRAFT CONTROL DOORS, 11, ELEVATORS PER OUTLINE SPECIFICATION 12, REFER TO UNIT PLANS, SHEETS A2.01-A2.04 FOR DIMENSIONS AND LAYOUT OF UNITS. 13. UNIT AND ROOM NUMBERING IS PRELIMINARY; FINAL UNIT AND ROOM NUMBERING TO BE DETERMINED BY TUKWILA FIRE MARSHAL 14, INTERIOR DOORS SHALL BE 4' MIN FROM ADJACENT WALLS UNLESS NOTED OTHERWISE. 15. RES. STORAGE ROOMS IN CORRIDORS TO HAVE SHEET METAL STORAGE PARTITION SYSTEMS, VERIFY SIZE AND QUANTITY w7OWNER WALUHATCH LEGEND: FRAMED WALL CONCRETE WALL 1 HR SMOKE BARRIER (OCCUPANCY SEPARATION) 2 HR SEPARATION (SHAFT WALLS, FIRE WALL) 3 HR SEPARATION CMU WALL __ DROPPED SOFFIT(RESIDENTIAUSLEEPING UNITS) .• DIAGRAMMATIC VENTING SIGN4GE LEGEND' EXIT SIGN WI EMERGENCY LIGHTING EMERGENCY LIGHTING 0 FIRE EXTINGUISHER CABINET 4.3 ].2 1 / A1.04A REVIEWED FOR I CQOkLUMVLIANL.L1 APPROVED APR 032010 Ittyy ^I IJU1GEN..4 IVIPIoN j RECEIVED CITY OF TUKWILA i§AR 0 2 2010 PERMIT CENTER URBAL= ARCHITECTURE URBAN1RURAL 1938 Fairview Avenue East SVITE100 Seattle, WA98102 info@urbalarchitecture.com wwwurbalarchitecture.com 7 206-257-0972 license 7]6 'RE%50GISTERED A))TECT 1 --,. saw WASHE TGTG O DATE 03.02,2018 consultant logo pro,ect name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 Ley p,an su6m tt0,/evisrons 100%SO PROGRESS PRINT 09.07.2117 BUILDING PERMIT SET 10.31.2017 FOUNOATNIN ONLY PERMIT— 12.06.2017 BP CORR 1160% CD CHECK SET / 01.10.2018 BID SET REVISIONS �02.09.2018 SMOKE CONTROL SUBMITTAL 02.28.2018 BP CORR21100%CD SET 03.02.2018 -__1 o:a ing tale FLOOR PLAN - LEVEL 4B d.aw:ng mformatlen DATE---03.02.2018 SCALE As indicated DRAWN Author JOB # 17-004 copyright .018 sheet numoe. A1. 0- 4.1 A4,01 1 / A1.05A a.7 MATCHLINE 1 /A1 05B DD 195'-10" `J 0 36,3" 23.0. 14-61/2' 8 1T-0" 9'-51/2" 0'-21/2" 4,0 7 12' 21112" E -9 14,0Ia. 2462 SF 19, 575 SF UNIT At F- 16,11- wfmm Nor 1 /A1.05A A1.05B 10'-9" 1 123' 12'3' 0'-9' ILL I 12'-712 195'-10' LEVEL 5 OVERALL REVIEWED FOR COIJt L.OMPLIANus1 APPROVED I APR 022018 G RECEIVED CITY OF TUKWILA (tiA2 0 2 200 PERMIT CENTER URBAL69 ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE 100 Seattle, WA98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 „canse 9776' REGISTERED RCHITECT CNAD A ET�T? rn'rE or WWnstllncro,t DATE 03.02.2018 consultant logo protect name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 IkeyOanj%�. -- j j subm]i6als/[evlsrons 100% SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT Fl 12.06.2017 BP CORK 1 I S0% CD CHECK SET 0 01.10.2010 BID SETREVISIONS A, 02.09.2018 SMOKE CONTROL SUBMITTAL 02.28.2018 BP CORR 21100% CD SET �03.02.2010 braw,ng tale FLOOR PLAN - LEVEL 5 OVERALL d,4wing mrornnaL,on DATE 03.02.2018 SCALE As indicated DRAWN Author JOB 1t 17-004 coPYr,g' orrn°�sheet numb er A1.05 (Tr) o- 1 / A1.05B MATCHLINE—•—•—•—•—•T•—•-- 3'-10' 4 0— • LEVEL 5A 4'-012' 9'T712' UNIT C.2 I 502 I 1209 SF UNIT 8.2 UMT 8.2 SF505 SF UNIT B2 I 764 SF al I , 11 -912" UNIT B.2 506 J 195'-16' 2 HR FIRE WALL 14'-O 1/2' 12-3' 1446121 10'.4" .RES. STORAGE .I 240 SK UNIT AS(TYPE A) 514 I 767 SF UNITA2 I 516 I 575 SF U i UNIT A2 I 518 1 571SF H ELEC. CLOSET SIMMS B. O O UNIT C.5 ( 13 1 11915F UNIT 112 I 515 I 764 SF UNIT B.2 I 517 I 764 SF UNIT 82 4 SFJ O -0' PLAN NOTES: 1. SEE SHEET A9 01 - A9.02 FOR WALL TYPE DETAILS. 2 SEE SHEETS A6.01- A604 FOR DOOR AND WINDOW SCHEDULES, 3. SEE SHEETS A0.10- A0.11 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 4 SEE SHEET A0.06-A0.09 FOR OCCUPANCY AND EXITING DIAGRAMS. 6 REFER TO CIVIL AND LANDSCAPE PLANS FOR SITE INFORMATION. 6. OCCUPANT LOAD OF ASSEMBLY OCCUPANCIES OR SPACES SHALL BE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT FROM SPACE. 7 ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH APPROVED FIRE AND SMOKE DAMPERS SHAFT ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH APPROVED FIRE AND SMOKE DAMPERS 9. DUCT PENETRATIONS IN FIRE PARTITIONS SHALL BE PROTECTED WITH APPROVED FIRE DAMPERS. 10. LISTED SMOKE DAMPER SHALL BE PROVIDED AT EACH POINT A DUCT ORAIR TRANSFER OPENING PENETRATES A CORRIDOR ENCLOSURE REQUIRED TO HAVE SMOKE AND DRAFT CONTROL DOORS. 11. ELEVATORS PER OUTLINE SPECIFICATION 12. REFER TO UNIT PLANS, SHEETS A2.01-A2.04 FOR DIMENSIONS AND LAYOUT OF UNITS. 13. UNIT AND ROOM NUMBERING IS PRELIMINARY; FINAL UNIT AND ROOM NUMBERING TO BE DETERMINED BY TUKWILA FIRE MARSHAL 14. INTERIOR DOORS SHALL BE 4' MIN FROM ADJACENT WALLS UNLESS NOTED OTHERWISE, 15. RES. STORAGE ROOMS IN CORRIDORS TO HAVE SHEET METAL STORAGE PARTITION SYSTEMS. VERIFY SIZE AND QUANTITY wt OWNER. WALUNATCH LEGEND. FRAMED WALL CONCRETE WALL i HR SMOKE BARRIER (OCCUPANCY SEPARATION) 2 HR SEPARATION (SHAFT WALLS, FIRE WALL) 3 PR SEPARATION CMU WALL DROPPED SOFFIT (RESIDENTIAUSLEEPING UNITS) DIAGRAMMATIC VENTING SIGNAGE LEGEND: EXIT SIGNWI EMERGENCY LIGHTING cg EMERGENCY LIGHTING FIRE EXTINGUISHER CABINET 1 /A1.05B REVIEWED FOR �0 APPROVED E APR OS201B RECEIVED CITY OF TUKWILA 0220€0 PERMIT CENTER URAL'w ARCHITECTURE U RBANEIRURAL 1938 Fairview Avenue East SUITE 100 Seattle, WA98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 hcense 776'REOICH5TERED 9AR ITECT Q. I`-, HADA EN STA60P ASIIINGTO DATE 03.02.2018 consu L.an, logo proiect name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan j submittals/revisions 100% SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT 1 12.06.2017 BP CORK 1t60% CDCNECK SET 01.10.2018 (1� BID SET REVISIONS 02.09.2010 (e�� SMOKE CONTROL SUBMITTAL 02.28.2010 BP GORR 21100% CD SET 03.02.2010 d awing ritre FLOOR PLAN - LEVEL 5A drawing information DATE 03.02.2018 SCALE As indicated DRAWN Author JOB 8 17-004 copyright II z�.no�.z.•o�cr u.oasheet number A1.5A URBAL ARCHITECTURE URBANIIOURAL 4.] 1 I A1.05A MATCHLINE—-- - -- —- LEVEL 5B 14.-0 1/2' .— 15,0' t 119',9 15',0" UNIT B,2 L528 J 764 SF 16'81" (0.2 UNIT 8.2 UNIT 8.2 1 527 1 6%912" I 7'-7' 2 HR FIRE WALL IND 195'-10' 14'312" 13'-71/7 9',412" P.2 UNIT0.2 518 1 571 SF UNIT A4 I 520 J 739 SF CORRIDOR ( 500A J - 2462 SF UNIT 13.2 523 1 76487 123" 2'-6 ILLEJ 3',1012 1W) 0 UNIT0.2 76457 UNIT 8.2 1 519 7645F UNIT C.6 I 521 UNIT C,3 522 21',412" 0 PLAN NOTES: 1. SEE SHEET A9.01- A9,02 FOR WALL TYPE DETAILS. 2. SEE SHEETS A6,01- A5,04 FOR DOOR AND WINDOW SCHEDULES, ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH APPROVED FIRE AND SMOKE DAMPERS SEE SHEETS A0.10 - A0.11 FOR GENERAL ACCESSIBILITY 0. SHAFT ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY REQUIREMENTS, DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH APPROVED FIRE AND SMOKE DAMPERS SEE SHEET A0.06-A0,09 FOR OCCUPANCY AND EXITING DIAGRAMS, 9, DUCT PENETRATIONS IN FIRE PARTITIONS SHALL BE PROTECTED WITH REFER TO CIVIL AND LANDSCAPE PLANS FOR SITE INFORMATION. APPROVED FIRE DAMPERS. OCCUPANT LOAD OF ASSEMBLY OCCUPANCIES OR SPACES SHALL BE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT FROM SPACE. 10. LISTED SMOKE DAMPER SHALL BE PROVIDED AT EACH POINT A DUCT OR AIR TRANSFER OPENING PENETRATES A CORRIDOR ENCLOSURE REQUIRED TO HAVE SMOKE AND DRAFT CONTROL DOORS. 11, ELEVATORS PER OUTLINE SPECIFICATION 12. REFER TO UNIT PLANS, SHEETS A2.01-A2.04 FOR DIMENSIONS AND LAYOUT OF UNITS, 13, UNIT AND ROOM NUMBERING IS PRELIMINARY; FINAL UNIT AND ROOM NUMBERING TO BE DETERMINED BY TUKWILA FIRE MARSHAL 14, INTERIOR DOORS SHALL BE 4" MIN FROM ADJACENT WALLS UNLESS NOTED OTHERWISE. 15, RES, STORAGE ROOMS IN CORRIDORS TO HAVE SHEET METAL STORAGE PARTITION SYSTEMS. VERIFY SIZE AND QUANTITYw1 OWNER. WAL0HATCH LEGEND' FRAMED WALL CONCRETE WALL 1 HR SMOKE BARRIER (OCCUPANCY SEPARATION) --.—..—.�- 2 HR SEPARATION (SHAFT WALLS, FIRE WALL) �...�...� 3HR SEPARATION DROPPED SOFFIT (RESIDENTIAUSLEEPING UNITS) .,, DIAGRAMMATIC VENTING SIGNAGE LEGEND: aX, EXIT SIGN WI EMERGENCY LIGHTING E] EMERGENCY LIGHTING ® FIRE EXTINGUISHER CABINET • 4.3 1 I A1.05A REVIEWED FOR I COARPROOO�VINl APR p0 8a22001116 RECEIVED CITY OF TUKWILA HAAI 0 2 2010 PERMIT CENTER 1938 Fairview Avenue East summo Seattle, WA98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 kense DATE 03.02.2018 consu,tant logo o,oct name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 submittals/revns,o 0014 BUILDING PERMIT SET FOUNDATION ONLY PERMIT BP CORR.1 I60%CD CHECK D PROGRESS P 09.07.2017 10.31.2017 12.06.2017 01.10.2018 BIO SET REVISIONS 0209.2018 SMOKE CONTROL SUBMITTAL 0228 BP CORR. 21100% CD SET 03.02.2018 draw:nc btl FLOOR PLAN - LEVEL 5B draormabo DATE 03.02.2018 SCALE As indicated A1.05B L_ XXS:=X ,MU WALL 1 / A1.06A 4.7 MATCHLINE • — 1 / A1.06B o LEVEL 6 OVERALL 3132" =1'-0" 1 /A1.06A 1 /A1.068 REVIEWED FOR CO APPROVED PPt APR 0 3 2018 I ttyy of � { ry3IN RIi0lthPl_i RECEIVED CITY OF TUKWILA ,IA0 L 2013 PERMIT CENTER URBALY„ ARCHITECTURE; URBANIRUOAL 1938 Fairview Avenue East 88 ss oa Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206.257.0972 hcerse 8776 'REGISTERETD ARCHITEC CHADA EN Z STATE OF ASNINGTOi DATE 03.02.2018 consultant logo prole,[ mama STERLING SOUTHCENTER,AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 keY PiE i sueml¢als/revisons 100'k5D PROGRESS PRJNT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT F 12.06.1017 BPPCORR1180%0%C._.._..__..DCHECK SET 01.10.2018 BID SET REVISIONS 02.09.20t8 SM0HE CON1ROL SUBMIT 81 0228.2018 BP CORK 21100%CD SET 2 03.022018 drav✓ir..g title FLOOR PLAN - LEVEL 6 OVERALL drawing Intormebon DATE 03.02.2018 SCALE As Indicated DRAWN Author JOB tt n-ooa COP,9,t «,u«QAoa,aweasheet number A1.06 r 14'.012" 0- 4'8 CND' C.2 16911 1209 SF 0-- _• UNIT C.2 I 602 1 1209 SF 9,712" 7'-3112" UNITB.2 1 604 l 7645F 23,0' 119'-912" CORRIDOR 24625F UNITB.2 16061 764 SF 0 195',10" UNIT B.3 f si5 785 SFF �- r ELEC. CLOSET I 651 I 77 SF UNIT CS I 613 j 1191 SF UNIT8.2 I 615 1 4.6 1OA1.068 MATCHLINE-------•-• •--- 0-- LEVEL 6A k BIE. iFF�t-�rFff77-- � UNIT B.2 I 619 764 SF 2 HR FIRE WALL S" = 1'-0" PLAN NOTES: 1. SEE SHEET A9.01- A9.02 FOR WALL TYPE DETAILS. 2. SEE SHEETS A6.01- A6.04 FOR DOOR AND WINDOW SCHEDULES. 3 SEE SHEETS A0.10- AO. II FOR GENERAL ACCESSIBILITY REQUIREMENTS. 4. SEE SHEETA0.06-A0.09 FOROCCUPANCYANO EXITING DIAGRAMS. 5. REFER TO CIVIL AND LANDSCAPE PLANS FOR SITE INFORMATION. 6. OCCUPANT LOAD OF ASSEMBLY OCCUPANCIES OR SPACES SHALL BE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT FROM SPACE. L_ ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH APPROVED FIRE AND SMOKE DAMPERS SHAFT ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH APPROVED FIRE AND SMOKE DAMPERS 9. DUCT PENETRATIONS IN FIRE PARTITIONS SHALL BE PROTECTED WITH APPROVED FIRE DAMPERS. 10. USTED SMOKE DAMPER SHALL BE PROVIDED AT EACH POINT A DUCT OR AIR TRANSFER OPENING PENETRATES A CORRIDOR ENCLOSURE REQUIRED TO HAVE SMOKE AND DRAFT CONTROL DOORS. 11. ELEVATORS PER OUTLINE SPECIFICATION 12. REFER TO UNITPLANS, SHEETS A2.01-A2.04 FOR DIMENSIONS AND LAYOUT OF UNITS. 13. UNIT AND ROOM NUMBERING IS PRELIMINARY; FINAL UNIT AND ROOM NUMBERING TO BE DETERMINED BY TUKWILA FIRE MARSHAL 14. INTERIOR DOORS SHALL EEC MIN FROM ADJACENT WAILS UNLESS NOTED OTHERWISE, 15. RES. STORAGE ROOMS IN CORRIDORS TO HAVE SHEET METAL STORAGE PARTITION SYSTEMS. VERIFY SIZE AND QUANTITY w7 OWNER. WAWHATCH LEGEND: FRAMED WALL CONCRETE WALL 1 HR SMOKE BARRIER (OCCUPANCY SEPARATION) 2 HR SEPARATION (SHAFT WALLS, FIRE WALL) 3HR SEPARATION CMU WALL DROPPED SOFFIT (RESIDENTIAL/SLEEPING UNITS) DIAGRAMMATIC VENTING SIGNAGE LEGEND: W. EXIT SIGN VW EMERGENCY LIGHTING EMERGENCYUGHTING FIRE EXTINGUISHER CABINET 1 /A1.06B REVIEWED FOR DOPE-COMPLIATICE APPROVED APR 0 9 2818 GIWATIfIcwIle RECEIVED CITY OF TUKWILA I61A0 0 2 2010 PERMIT CENTER ,F:TL k ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East :une,00 Seattle, WA98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 lIceso {�97Th RAER IS'i'ERED ARC)RTECT ~� ENGTO, TATCOC WW SIIl DATE 03.02.2018 consultant In project f+ame STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 9818a key pla �n L submittals/revisor,, 100% SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT F1 12.06.2017 BP CORK 1/60%CD CHECK SET/ 01.10.2018 BID SET REVISIONS A 02.09.2018 SMOKE CONTROLSUBMITTAL 02.28.2018 BP CORR. 2/100%CD SET /2\ 0002.2018 drawing title FLOOR PLAN - LEVEL 6A crawl:, in`ormaton DATE 03.02.2018 SCALE As Indicated DRAWN Author JOB # 17-004 copyright o•,.n�vo�or u, heet number A1.06A 23'6" 14'612. 12" Y 4.a 4.7 1 / A1.06A MATCHLINE-•-•-•- 14,12 UNIT G2 632 1209 SF 9` 2'.2' I10',9" UNIT8.2 630 764 SF i 119,912" UNIT 8.2 625 J 764 SF _9" 2 HR FIRE WALL UNIT B2 UNIT B.4 (TYPE A) - 624 1 - 694SF : mlUaastalass= UNIT A2 B10 571 SF UNIT A4 1 620 739 SF UP STAIR13 610B 1 94 SF UNIT 8.2 1 617 1 764 SF UNIT B.2 679 1 764 SF 821 62 SF 2 L LEVEL 6B 14'' UNIT c2 12 106 209 SF UNITAI 631 1 509 SF UNIT A2 5/5 SF -0° UNIT B.2 I 627 1 762 SF 195'-10' 6'.912" 6-9 1/2' UNITS 2 1 625 762 SF 1012" 9'.4 12" UNIT B.2 : 623 1 764 SF 7'-3" 5'.3' 2'd 1 .2 O 12-71rz" UNIT C.3 12L 76r SG 21'-41/2" PLAN NOTES' 1. SEE SHEET A9.01- A9.02 FOR WALL TYPE DETAILS. SEE SHEETS A601-A604 FOR 000R AND WINDOW SCHEDULES. SEE SHEETS A0.10 . A0.11 FOR GENERAL ACCESSIBILITY REQUIREMENTS. a SEE SHEET A0.08A0.09 FOR OCCUPANCY AND EXITING DIAGRAMS. E REFER TO CIVIL AND LANDSCAPE PLANS FOR SITE INFORMATION. 6. OCCUPANT LOAD OF ASSEMBLY OCCUPANCIES 0R SPACES SHALL BE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT FROM SPACE. ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH APPROVED FIRE AND SMOKE DAMPERS SHAFT ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH APPROVED FIRE AND SMOKE DAMPERS 9. DUCT PENETRATIONS IN FIRE PARTITIONS SHALL BE PROTECTED WITH APPROVED FIRE DAMPERS. 10, LISTED SMOKE DAMPER SHALL BE PROVIDED AT EACH POINT A DUCT OR AIR TRANSFER OPENING PENETRATES CORRIDOR ENCLOSURE REQUIRED TO HAVE SMOKE AND DRAFT CONTROL DOORS. 11. ELEVATORS PER OUTLINE SPECIFICATION 12. REFER TO UNIT PIANS. SHEETS A2.01-A2.04 FOR DIMENSIONS AND LAYOUT OF UNITS. 13. UNIT AND ROOM NUMBERING IS PRELIMINARY; FINAL UNIT AND ROOM NUMBERING TO BE DETERMINED BY TUKWILA FIRE MARSHAL 14. INTERIOR DOORS SHALL BE4' MIN FROM ADJACENT WALLS UNLESS NOTED OTHERWISE. 15 RES. STORAGE ROOMS IN CORRIDORS TO HAVE SHEET METAL STORAGE PARTITION SYSTEMS. VERIFY SIZE AND QUANTITY w/OWNER NALUHATCH LEGEND: FRAMED WALL CONCRETE Mk 1 HR SMOKE BARRIER (OCCUPANCY SEPARATION) 2 HR SEPARATION (SHAFT WALLS, FIRE WALL) 3 HR SEPARATION CMU WALL DROPPED SOFFIT (RESIDENTIA7SLEEPING UNITS) DIAGRAMMATIC VENTING SIGNAGE LEGEND: 91 EXIT SIGNWI EMERGENCYLIGHTING X EMERGENCY LIGHTING CIS FIRE EXTINGUISHER CABINET 1 / A1.06A REVIEWED FOR CQDE-D MPtIANCE APPROVED APR 0320IB e4444V31�i�r RECEIVED CITY OF TUKWILA MAR o2MG PERMIT CENTER U RN3ALkE ARCHITECTURE URSANIRURAL 1938 Fairview Avenue East.. 00 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 lIcense 9776'REGTSTERED RCHITECT CH DA WWWAEVA Sl'APE OF SHINGTOi' DATE 03.02.2018 consultant rogo project Warne STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 418 BAKER BOULEVARD, TUKWILA, WA 98188 key Oen submPtaks/revisions 100%SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT F 12.06.2017 BP CORK 1160%CD CUM SET/ 01_10.2018 BID SET REVISIONS [S 02.09.2018 SMOKE CONTROL SUBMITTAL 02.28.2018 � BP MR. 2/100%CDSET /2\ 03.001018 d,aw,n9 NUe FLOOR PLAN - LEVEL 6B aramnq ormat,nn DATE 03.02.2018 SCALE As indicated DRAWN Author JOB # 17-004 C0pyn9h1 auuova. a"0111"-'-' hee7 number A1.06B A4,01 1 / A1.07A 1 / A1.07B C-- 0-- 0-- 195,10" 0 0 ® 0 14,0112' 4-71/2" nsa 23,0" 23,0" 14,6 1/2" 14-0" 32-51/2°1 6,21/7' 17-3" 17,0" 1 14-211/2' i 3,6" 0-- 0-- 0 14,0 1/2. 17-61/T 1 9° 14'-61/2' 72811,W59,97 ,,rEE-231811ff[11 ,/ pr 12,6 112. 17-3" 12,3" 14,61/2" 14,01/2. 16,11" 13,71/2" 9,4 1/2" 10,9. 1T-7 i/21 6-21/2" 21,4 1/2" 195,10. 2,6 1/2" 0 LEVEL 7 OVERALL 0 0 0 o / A1.07A 1 / A1.07B RECEIVED CITY OF TUKWILA HAR 02 2013 PERMIT CENTER REVIEWED FOR [ I CODE COMPLTANC-01 APPROVED 1 5,. APR 03 2013 I • City ofTulcwila 1 151.1irjauk,[zaszsunisLi uRBAL0 ARCHITECTURE URBAN1RURAL 1938 Fairview Avenue East SIATE1.0 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 lIcensc "" WEEP DATE 03.02.2018 consultant logo STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 41S BAKER BOULEVARD, TUKWILA, WA 98188 key pan y subrnIttais/rev,slons 1000.A.,-SDP0000ESS P89032 09.07.2017 80110180 P08187957 1031,2017 FOUNDATION ONLY PERMIT A 12.06,2017 BP CORR 1160% CD CHECK SET 01.10,2010 BID SET REVISIONS A 02092618 SMOKE CONTROL SUBMITTAL 02.28.2018 BP CORR 2 1100% CD SET - 03.02.2016 1111000 tr FLOOR PLAN - LEVEL 7 OVERALL dramng mforma,lon DATE 03.02.2018 SCALE As indicated DRAWN Author JOB # 17-004 CCFpyr [Ft 7[1,11:,‘,1.111-11 eet number A1.07 0-- 0 99 1 / A1.07B MATCHLINE— - — - — - — — - • - • - C-- LEVEL 7A 0 14,0 1/2" 3,10" 5,6" 14-0 1/2" 927 1/2" 1227" 4,8 1/2" 4,11" 7)4) 418 1/2" 4,8 112" 4,111/2" 0 VP) UNIT B.2 704 I 764 SF UNIT'112 I 783 7,31/2" WO" 566"I 560" 12,6 1 23,0' 10" 9" 11 23,0" UNIT 8.2 1 705 I 764 SF UNIT B.2 706 I 764 SF 0 195610" 1019" 1069" 12,3" 7,31 5,0" 12,9" 12'63" 10 9" 20-0" . . . Z''RE 14,6 VT UNIT B.2 705 i 764 SF -9 14,6 1/2" 8,5 1/2" 10,41 Ir- s•www. UNIT A5 (TYPE A) L7)1,4_) 767 SF UNIT A2 716 575 SF UNIT/12 718 J 571 SF UNIT A.4 34,11" 9,51/2" 9/2 1/2" 18,2 1/2" ELEC. CLOS UNIT 0.4 6,2 VIZ 319 VT 5,6" 4 - -0 1 / A1 07B . . . UNIT C.5 I 713 1191 SF 3461/) 1/8" 1,0" PLAN NOTES: 1. SEE SHEET A9.01 -A9.02 FOR WALL TYPE DETAILS. 2. SEE SHEETS A6.01- A6.04 FOR DOOR AND WINDOW SCHEDULES. 3. SEE SHEETS A0.10 -A0.11 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 4. SEE SHEET A0.06-A0.09 FOR OCCUPANCY AND EXITING DtAGRAMS, 5. REFER TO CIVIL AND LANDSCAPE PUNS FOR SITE INFORMATION, 6. OCCUPANT LOAD OF ASSEMBLY OCCUPANCIES OR SPACES SHALL BE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT FROM SPACE ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED MATH APPROVED FIRE AND SMOKE DAMPERS 8 SHAFT ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH APPROVED FIRE AND SMOKE DAMPERS 9. DUCT PENETRATIONS IN FIRE PARTITIONS SFIALL BE PROTECTED WITH APPROVED FIRE DAMPERS. 10. LISTED SMOKE DAMPER SHALL BE PROVIDED AT EACH POINT A DUCT OR AIR TRANSFER OPENING PENETRATES A CORRIDOR ENCLOSURE REQUIRED TO HAVE SMOKE AND DRAFT CONTROL DOORS. 11. ELEVATORS PER OUTUNE SPECIFICATION 12. REFER TO UNIT PLANS, SHEETS A2.01-A2.04 FOR DIMENSIONS AND LAYOUT OF UNITS. /3. UNIT AND ROOM NUMBERING IS PRELIMINARY, FINAL UNIT AND ROOM NUMBERING TO BE DETERMINED BY TUKMAIA ARE MARSHAL 14. INTERIOR DOORS SHALL BE 41 MIN FROM ADJACENT WALLS UNLESS NOTED OTHERWISE. 15. RES. STORAGE ROOMS IN CORRIDORS TO HAVE SHEET METAL STORAGE PARTITION SYSTEMS. VERIFY SIZE AND QUANTITY m/ OWNER WALUNATCH LEGEND: FRAMED WALL CONCRETE WALL 1 HR SMOKE BARRIER (OCCUPANCY SEPARATION) 2 HR SEPARATION (SHAFT WALLS. FIRE WALL) 3 HR SEPARATION CMU WALL - - - — DROPPED SOFFIT (RESIDENTIAUSLEEPING UNITS) DIAGRAMMATIC VENTING SIGNAGE LEGEND: PE -it EXIT SIGN W/ EMERGENCY LIGHTING EMERGENCY LIGHTING FIRE EXTINGUISHER CABINET 8786 IREVIEWED FOR CODD COMPLIANCE APPROVED 1 APR 0 3 2010 Plcy arThltwila 1 1 9Y040.114i PiViApr,ii RECEIVED crrY OF TUKWILA Via 0 2 2013 PERMIT CENTER URBAL, ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East2aar0o Seattle, WA 98102 Info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 REGISTERED ARCHITECT CUA081,8.4100980 STATE OF ASHiNGTO DATE 03.02.2018 consul., logo pro,ect name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key 210:: submIttals/revls,ons 100%5D PROGRESS PRINT 09.07.2017 BOIIDINSPERONTSET 10.31.2017 FOUNDATION ONLY PERMIT BP CORR 1/60% CD CHECK SET BID SET REVISIONS SMOKE CONTROL SUBMITTAL BP CORR 2/100% CD SET drawing tale FLOOR PLAN - LEVEL 7A drawing tnformatIon DATE 03.02.2018 SCALE As indicated DR.AWN Author JOB # 17-004 sheet nu,bel A1.07A 1 14'10 1 / A1.07A ATCHLINE-------- CD- O --J------ UNIT C.2 n2 I 1209 SF 14'-012" LEVEL 7B UNIT C.2 1209 SF 12' 7,31/21 23'-0" UNIT B.2 730 1 764 SF 61.7" SS" e'5 UNIT B.2 I 726 I 764 SF 10'' UNIT A2 I 729 1 UNIT B.2 ( J2AF 762 SF UNIT B.2 r 724 762 SF 195'-10" UNIT B.4(TYPE A) 1-7249 694 SF 6',91/2" 6'-91/2" 3',11 1/2" 13'-712" Lam- l iL Z: I UNIT A2 J7ieJ 571 SF UNIT A.4 1 100 1 739 SF llo1 3110 _wing UNIT 13.2 725 1 10112' 9',4112" UNIT B2 1723 1 764 SF UP STAIRS 00B 94 SF JO O UNIT B.2 764 SF I 719 1 UNIT C.6 1,22L i 1166 SF UNIT C.3 O 8" = 1'-0 5LAN NOTES: 1. SEE SHEET A901- A9.02 FOR WALLTYPE DETAILS. 2. SEE SHEETS A6.01- A6.04 FOR DOOR AND WINDOW SCHEDULES. 7. ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH APPROVED FIRE AND SMOKE DAMPERS SEE SHEETS A0.10- A0.11 FOR GENERAL ACCESSIBILITY a SHAFT ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY REQUIREMENTS. DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH APPROVED FIRE AND SMOKE DAMPERS SEE SHEET A0.06.A009 FOR OCCUPANCY AND EXITING DIAGRAMS. REFER TO CIVIL AND LANDSCAPE PLANS FOR SITE INFORMATION, OCCUPANT LOAD OF ASSEMBLY OCCUPANCIES OR SPACES SHALL BE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT FROM SPACE. 9 DUCT PENETRATIONS IN FIRE PARTITIONS SHALL BE PROTECTED WITH APPROVED FIRE DAMPERS. 10. LISTED SMOKE DAMPER SHALL BE PROVIDED AT EACH POINT A DUCT OR AIR TRANSFER OPENING PENETRATES A CORRIDOR ENCLOSURE REQUIRED TO HAVE SMOKE AND DRAFT CONTROL DOORS. M. ELEVATORS PER OUTLINE SPECIFICATION 12, REFER TO UNIT PLANS, SHEETS A2.01.A2.04 FOR DIMENSIONS AND LAYOUT OF UNITS. 13 UNIT AND ROOM NUMBERING IS PRELIMINARY; FINAL UNIT AND ROOM NUMBERING TO BE DETERMINED BY TUKWILA FIRE MARSHAL 14. INTERIOR DOORS SHALL BEM MIN FROM ADJACENT WALLS UNLESS NOTED OTHERWISE. 15. RES. STORAGE ROOMS IN CORRIDORS TO HAVE SHEET METAL STORAGE PARTITION SYSTEMS. VERIFY SIZE AND QUANTITY w/OWNER WALL/HATCH LEGEND: FRAMED WALL CONCRETE WALL 1 HR SMOKE BARRIER (OCCUPANCY SEPARATION) 2 HR SEPARATION (SHAFT WALLS, FIRE WALL) 3 HR SEPARATION CMU WALL DROPPED SOFFIT (RESIDENTIAL/SLEEPING UNITS) , DIAGRAMMATIC VENTING SIGNAGE LEGEND. .. EXIT SIGN Wl EMERGENCY LIGHTING EMERGENCY LIGHTING CD FIRE EXTINGUISHER CABINET 4.6 6.3 0 A1.07A REVIEWED FOR COPE -COMPLIANCE' ))� APPROVED APR 0 3 2010 Olty Nk1?T>ikwl14 ILP1. @IVI_t�w RECEIVED CITY OF TUKWILA 211 0 2 22)3 PERMIT CENTER URBALF ARCHITECTURE UE2BANIRUR A L 1938 Fairview Avenue East score coo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 U776 'REGISTERED ARCHITECT CHADA ENTZ TALL OP ASIIIh'GTO, DATE 03.02.201E consultant logo project rime STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 Ley plan \1 1 submittals/ons 100YSD PRO ORESSPRINT 09.07,2417 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT Fi 12.06.2417 BP CORK I I SOY CD CHECK SET 1 01.10.2018 BID SET REVISIONS 0249.2018 SMOKE CONTROL SUBMITTAL 0228.2018 SP CORR2/10014 CO ET © 03.022418 tlrtirring UNe FLOOR PLAN - LEVEL 7B drawing Information DATE 03.02.2018 SCALE As indicated DRAWN Author JOB # 17-004 .co,,yrih meet number A1.07B ROOF PLAN NOTES 1. ALL ROOFING TO BE CLASS B. REFER TO MECHANICAL DRAWINGS FOR ROOFTOP EQUIPMENT LOCATIONS INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. L 4.7 MATCHLINE 1 � A1.08A 1 /A1.08B 0-- 0-- F { ST AIRA OVERRUN i— STAIR C OVERRUN L ROOF PLAN OVERALL 3132"= 1'-0" 23-0" 150° f 15'A" 23'-0" 0 4' FIRE RETARDANT PLYWOOD SHEATHING FOR ROOF STRUCTURE ON BOTH SIDES OF FIRE WALL 16',11" 195'-10" 23-0" 195'10° 0 E.3 0 14',61Q" B'510" 17-0" 9-5121 INE OF CANOPY ABOVE LINE OF CANOPY ABOVE O O TRASHCHUTE 13-712" 9,1/T E2 E.3 F.2 ELEV, 1 OVERRUN 2,61R'-/ 02 6',21/2" 6',21/2' O LINE OF CANOPY ABOVE -a 1 / A1.08A 1 (A1.0813 0 REVIEWED FOR Z:OflX1aCIAt�C APPROVED APR 03 2016 GIl05fT10m1I9 Iiu16 INI f31VIf i10U I RECEi"ED CTtY OF TUKWiLA MAR 0 2 2013 MIT CENTER URB Lam` ARCH ITECTURE URBA40IRURAL 1938 Fairview Avenue Eastsvnc icy Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.eom T 206-257-0972 itoense 9776 'REGISTERED ARC'H1//TTEE.CCTT CH'---1( 2REN Z 6'I'A'1'E OP W' sHINGFO. DATE 03.02.2018 consul. , logo roject name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan rz ,[!//IL/// r submittals/revi stuns 100% SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT 12.06.2017 BPC0RR1/60%CDCHECK SEr 1 01.10.2010 BID SET REVISIONS 0209.2018 SMOKE CONTROL SUBMITTAL 02.28.2018 BP CORR 2I100%CO SET --2 03.02.2010 drawing title ROOF PLAN OVERALL drawing information DATE 03.02.2018 SCALE As indicated DRAWN Author JOB # 17-004 copyright t. �mna.a.a, or ur osheet number d ti , ?. 0--- 0 0-- Aft 0-- 1 / A1.088 MATCHLINE— - — - — • — • 0-- 0 195L10' o TT as. 23. 14,610 E-5 9,51/2" 6'.2 1/2" TYP. A TYP, 1270' UNE OF EXT WALL BELOW, TYP r — STARA OVERRUN T.O. PARAPET 101,1" T.O. ROOF 0,81, 101,"$, STAIRWAY INTAKE PER MECHANICAL T.O. ROOF O.H. 101,44 TO PARAPET 10V 1" T.0, ROOF 0.H. 99' 9. T.O. PA PET101.-1. T 0 ROOF 0 H 99.-.9"$ EXHAUST SHAFT PER MECHANICAL P. • T-4" ,0" 00.0' TYP, LINE OF EXT WALL BELOW, TYP TYP. TYP. T- -T- 23,0" 23'.0" 230 14,61/7 4 T.O.PARAPET101,1'. 0T.O. /20000.0.101-4 6-2 1/2" 7-111/2" EL ELEV, 1 CONTROL RM 53 Sn LINE OF CANOPY ABOVE T.O. PARAPET 101,1' o T.O. ROOF 0.0. 101,4. e- T.O. ROOF 0.H. 101,44 T.0, PARAPET 101.-V 99.-i 1/2^ SLOPE 2%, TYP SLOPE 2%, TYP SLOPE 2% 1YP 99-5 1/4" WATEF1BZER RM0 Ds ARAPET 10V-1" ROOF PLAN A P. r ROOF PLAN NOTES 1. ALL ROOFING TO BE CLASS B. REFER TO MECHANICAL DRAWINGS FOR ROOFTOP EQUIPMENT LOCATIONS 3. INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. L 31 -o -o -o _ .088 APPROVED AFR 03 2018 'iL6H4144110q0IPPi RECEIVED crr! OF TUKWILA 2 2013 PERMIT CENTER URB;M ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East 90,1100 Seattle, WA 98102 info@urbalarchitecture.com www,urbalarchitecture.com T 206-257-0972 COI,P "6 %IMP s CHAD AJHENTZ DATE 03.02.2018 consultant 'ogo oro ect name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 981E18 Key plan submatals/t ev s,ons 100% SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT A .-1240.2017 BP CORR 1160% CO CHECK SET A 01.10.2010 BID SET REVISIONS A 02.09.2010 900KECONTROLS008IITAL 0228.2018 BP CORR. .2 /100% CD SET 03.02.2010 cirawmq : tle ROOF PLAN A dramng nfor mation DATE 03.02.2018 SCALE As Indicated DRAWN Author J08 # 17-004 copyrIgh: flTiVct, •,'''' c sPeet nombnr P 0 4.7 1 / A1.08A MATCHLINE— • — • — • — - 0- U TY -0" LINE OF EXT WALL BELOW,TTYP T.O. PARAPET 10 T.O. ROOF 0.H.101,4" -9 4' FIRE RETARDANT PLYWOOD SHEATHING FOR ROOF STRUCTURE ON BOTH SIDES OF FIRE WALL 16'-11" 23'-0" 141'-5" 14'b 12" 13.7 t/2" TRASH CHUTE 9' T.O. PARAPET 101'-1" LINE OF CANOPY ABOVE ELEV. CONTROLRM 23 SF 6'-2 V2" T.O. ROOFO.H. 99'-9" rc SLOPE2%,TYP T.O. PARAPET 101'-1" LINE CANOPY ABOVE SLOPE 2%, TAP 6` 2 r 195',10" ROOF PLAN B ROOF PLAN NOTES', ALL ROOFING TO BE CLASS B. REFER TO MECHANICAL DRAWINGS FOR ROOFTOP EQUIPMENT LOCATIONS 3. INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 1`l 1 / A1.08A REVIEWED FOR CODE-EoMMPtIANCE APPROVED APR D 8 2018 - i 14I kiaFlI RECEIVED CITY OF TUKWILA tiAR 0 2 2818 PERMIT CENTER URBALI=0 ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SURE ioo Seattle, WA98102 info@urbalarchitecture.com wwwurbalarchitecture.com T 206-257-0972 koense 776 'REGTSTEREDI ARCAIITECT Q 1 ` CHA EN 51' WA, A'1'EDCF Sae, DATE 03.022018 consultant logo arolect 1-leme STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 e, plan submihats/revisions 100% SD PROGRESSPRINT 09.071017 BUILDING PERMIT SET 10.311017 FOUNDATION ONLY PERMIT F 1206.2017 BP CORK 1160%CD CHECK SET 1 01.10.2010 BID SET REVISIONS 0209.2010 SMOKE CONTROL SUBMITTAL 022E2010 13PCORR21100%CDSET 03.02.2610 drawing tide ROOF PLAN B drawing information DATE 03.022018 SCALE As indicated DRAWN Author JOB tt 17-004 opyrlght 201 a�sheet�0000ber •Y„ T, •� t•t P ROOF PLAN NOTES 1. ALL ROOFING TO BE CLASS B. REFER TO MECHANICAL DRAWINGS FOR ROOFTOP EQUIPMENT LOCATIONS INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. MATCHLINE 1 /A7.09A 1 / A1.095 L_ L'— 0-- 0— 0 0 0-- 0-- 2 SLOPE2%, PIP L 195'-10" 23'-0" 14',612" S'-512" SLOPE UPPER ROOF TO SCUPPER T.O. PARAPET 1 Ol'fi" — SLOPE UPPER ROOF TO SCUPPER T.O. PARAPET 107'-6" UPPER ROOF PLAN OVERALL 3/32" =1'A" \\ T.O. CANOPY 107'40" 1 ,00 SLOPE UPPER ROOF TO SCUPPER T.O. PARAPET 109'-2" O O 0 0 17'-0" 9'-5 6,2112" 7 T.O. CANOPY 107 \ )T.O. PARAPET 100-6' T.O. CANOPY 106'-8' T.O. PARAPET 109'-2" APPROVED APR 0 0 2010 oolgi I Ry�1 ODD G DIV &iPPl 1 RECEIVED CITY OF TUKWILA 11AR022613 PERMIT CENTER UREALI1 ARCHITECTURE URBANiRURAL 1938 Fairview Avenue East SUITE 1o0 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 9775'REGISFERED ARCHITECT I CHADA RENTZ/ STATE OF A91I tiGT0h DATE 03.02.2018 0ons0tant logo project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 av r,an suom I ttals/revisions 10016 S0 PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT 12.062017 BP CORK 1160%CO CHECK SET i 01.10.2018 BID SET REVISIONS 02.09.2018 _..__. SMOKE CONTROL SUBMITTAL 02.20.Z018 BP C0RR2t100%CO SET 2 03.022018 drawing title UPPER ROOF PLAN OVERALL ara Ing in.ormaron ',.... DATE 03.02.2018 '.. SCALE 3/32" =1'-0" '. DRAWN Author JOB # 17-004 copyright t nnmhe, 0-- cp- 0 MATCHLINET ,=/AB 0-- 5 0 195,10" NOW P. 23.0" 14351/2° 8 L 5 1/2" I010" 9,5 1/2" 6-2 1/2" 1,1 1/4", 12' SLOPE UPPER ROOF TO SCUPPER DS T.O. PARAPET 1,74' 0 \ 7 EXHAUST SHAFT PER I MECHANICAL 23LCX 23 L sT.O. PARAPET 109X2" Aft T.O. PARAPET 1081-0" 5.0 CANOPY 1 07.„ —I- 1/4": 04 34 L 11" 0 —0 — —0 :2) 14L6 112" 6,2 12° 0 , UPPER ROOF PLAN A 0 0 8 0 A1.09 ROOF PLAN NOTES: 1. ALL ROOFING TO BE CIASS B. 2. REFER TO MECHANICAL DRAWINGS FOR ROOFTOP EQUIPMENT LOCATIONS 3. INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. REVIE 1 APPROVED APR 0 3 201Q mute crAc,FarwiLA ).1A2 01 2010 PERMIT CENTER URBALLV ARCHITECTURE URBANIRUFEAL 1938 Fairview Avenue Eastrunr no Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com r 206-257-0972 k-ren 9776 RtEuGgag srearoe' ralPo. DATE 03.02.2018 consultant 'ogo oro,ect 1,3", STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 08188 key plan submitta,s/rev elons IRONSD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 1031.2017 FOUNDATION ONLY PERMIT A 12.082017 BP CORR 1160% CD CHECK SET A 01.10.2018 BID SET REVISIONS ,, 02.09.2018 SMOKE CO ROL SUBMITTAL 02.28.2018 BP CORR. 2 1100% CD SET /2\ 03.022018 orawIng tqle UPPER ROOF PLAN A drawing ,,forrnanon DATE 03.02.2018 SCALE 1/8" . 1,0" DRAWN Author JOB # 17-004 copyngh, :no rot e sheet number 0 • . 4.7 1 / A1.09A MATCHLINE—•—•—•—• UPPER ROOF PLAN B 20.3' 15'-0" 15,0" 2 a 1rz^ 6',21R" 34'-11' 195',10" T-61/2 E.3 0 G.2 0 OI ROOF PLAN NOTES ALL ROOFING TO BECLASS B. 2. REFER TO MECHANICAL DRAWINGS FOR ROOFTOP EQUIPMENT LOCATIONS INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. L REVIEWED FOR COUC L•UMYLIANL, APPROVED APR 0 3 201E RECEIVED crfY OF TUKWILA MAR 0 2 2013 PERMIT CENTER UBAI_. ARCHITECTURE URRANIRURAL 1938 Fairview Avenue East wire leo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.00m T 206-257-0972 9T76'REGISTERED \ ARCHITECT HAD po, S'[A'IE OP WWW SHING'TO DATE 03.02.2018 c.,..sulieol logo ,o,ea name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 Ivey plan subm I ttal5/evi sio0s 100% SO PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 1021.2017 � FOUNDATION ONLY PERMIT 1206.2017 /t11 BP CORR 1160% CD CHECKSET i 01.10.2018 BIO SET REVISIONS g� 02.09.2018 SMORE CONTROL SUBMITTAL 02.28.2018 � BP CORK 21100°% CD SET 03.02.2018 drawing title UPPER ROOF PLAN B ,,,wing Inlormabpn DATE 03.02.2078 SCALE 1/8"=7'-0" DRAWN Author JOB # 17-004 copyright •sn et numbe, UNIT A.2 - URBAN 1 (SIM) 1/4" = 1-0• 6 A AC .7 105" LIVING/ DINING UNIT A.2 - URBAN 1 UNIT A.5 (TYPE A) - URBAN 1 p111111111116 MOM — _i Minim: 6.7 UNIT A.1 - STUDIO GRID 3-81/4" m 9 SLEEPING 5-S LIVING DINING CLR L- KITCHEN 1 1(A5.01 r----r�—I---I L UNIT A.4 - URBAN 1 UNIT PLAN NOTES: UNIT ORIENTATION VARIES, REFER TO BUILDING PLANS (A1.01-A1.07) AT EACH UNIT LOCATION. REFER TO BUILDING PLANS (A1.01-A107) AND THE WINDOW SCHEDULE(A6.01-A603) FOR WINDOW TYPES AND LOCATIONS. REFER TO DOOR SCHEDULE (A6,04) FOR DOOR SIZES AND INFORMATION. CLOSET DOOR PLACEMENT SHALL BE CENTERED ON CLOSET INTERIOR CLEAR DIMENSIONS, UNO. 5. ALL DOORS LOCATED ADJACENT TO PERPENDICULAR PARTITION AND NOT LOCATED BY DIMENSION ON PLANS, INTERIOR ELEVATIONS, OR DETAILS SHALL BE 5" FROM FACE OF STUD TO EDGE OF DOOR OPENINGS. ALL VTAC UNITS SHALL BE ACCESSED BY ACCESS PANEL PER MFR. SEE A001 & A002 FOR WALL TYPE DETAILS. NOTE THAT LEVEL 3 STRUCTURAL WALLS SHALL BE TWO HOUR RATED. L4-L7 SHALL BE ONE HOUR RATED PER TMC 1605 SEE A010A0.11 FOR GENERAL ACCESSIBILITY REQUIREMENTS. VENT DUCTS SHOWN FOR REFERENCE ONLY. REFER TO MECHANICAL DRAWINGS FOR DUCT LOCATIONS AND INFORMATION, 10 REFER TO INTERIOR ELEVATIONS (A5.00 SHEETS) FOR PLUMBING, KITCHEN TYPES, AND BATHROOM TYPE DIMENSIONS 11. FORSIDEBY-SIDE WASHER/DRYER, WASHERS WILL ALWAYS BE ON THE VIEWER'S LEFT AND DRYERS WILL BE ON THE VIEWERS RIGHT, UNIT PLAN LEGEND: VENTING ROUTES on UP/DOWN INTO JOIST BAY(ABV) DIAGRAMMATIC VENTING (ABV) DIAGRAMMATIC SOFFIT(ABV) SMOKE DETECTOR (ABV) COMBO SMOKE/CO2 DETECTOR (AK REVIEWED FOR CODE COMYLIANL:E APPROVED APR 03 2018 RECEIVED CETY OF TUKWILA JAN 1 1 2018 95251IT CENTER URBALIO' ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East soIremo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license 7a 99 TE ECT IREOISRED (JCS7ARCHIT EN L CHADAOR G'I'U STATE \ A911N DATE 01.10.2018 consultant logo project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submittals/revisions 100%S0 PROGRESS PRINT 09.07,2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT A 17.06.2017 BP CORR. 1100A CO CHECKSET/\ 01.10.2018 drawing title ENLARGED UNIT PLANS - STUDIOS drawing information DATE 01.10.2018 SCALE As indicated DRAWN Author JOB # 17-004 cooY 9 t ua,M of 'urinal P 5n amnmiazwi o. u, sheet number G 113 GRSD 114' BEDROOM 2-0 BATH 3 ).. 3 /A5.04 0,..:00 411 irriuty CLOSET: 73F LIVING DINING 3-61 L - KITCHEN 2 3 /A5.01 . . Fr:57r Ir" ENT Y, 15-51/41 12-6 3/41 BEDROOM 4,111 5 1 4" 4. 5,5003,"1-"-- 1:0•.-04',-ii°±000. .. T7.:4777.477.77.777 - . - . ---- ...V.V..: .. •.T.V.V.1 -'.''' "4 •...:1: t., t,,___LI,_ LTTRHT I T II FwL I4-- 1— r---31,--!'53R------- - LIVING DINING t 35, I L KITCHEN 2 2 /A5.01 L — 6.9F 176 2761/41 962 3/41 2,5112" 156101 4tt BEDROOM T1 - WRAP CONC. COLUMN GWB o/ 7/8" HAT CHANNEL LIVING WR0500NC. COLUMN W/ GWB of 7/8° HAT CHANNEL L - KITCHEN 2 2 /A5.01 L 1,7 ) -- 09 0 :i',.A.Z.102.11 " - - - 0 GRID 9' SI 11-8. 1/2 10,10" GRID LIVING L - KITCHEN 4 ADA 2 / A5.02 II •r• I OLS 1/21 - tI — — — BEOROOM @ I w 9r-0 1/T 1 ADA BATH 2 Ns . 2 'I' T 11 T _LnuCTET__ 2- 7-21 UNIT PLAN NOTE0 1. UNIT ORIENTATION VARIES, REFER TO BUILDING PLANS (A1.01 -0.1.07)AT EACH UNIT LOCATION. REFER TO BUILDING PLANS (A1,01-A1.01) AND THE WINDOW SCHEDULE (A6.01-A6.03) FOR WINDOW TYPES AND LOCATIONS. 3 REFER TO DOOR SCHEDULE (A6.01) FOR DOOR SIZES AND INFORMATION. 4. CLOSET DOOR PLACEMENT SHALL BE CENTERED ON CLOSET INTERIOR CLEAR DIMENSIONS, ONO. ALL DOORS LOCATED ADJACENT TO A PERPENDICULAR PARTITION AND NOT LOCATED BY DIMENSION ON PLANS, INTERIOR ELEVATIONS, OR DETAILS SHALL BE 51 FROM FACE OF STUD TO EDGE OF 00OR OPENINGS) ALL VTAC UNITS SHALL @ACCESSED BY ACCESS PANEL PER MFR. SEE A9.01 & A9.02 FOR WALL TYPE DETAILS. NOTE THAT LEVEL 3 STRUCTURAL VPALLS SHALL BE TWO HOUR RATED. LI-L7 SHALL BE ONE HOUR RATED PER TMC 16.05 SEE AS1 0- A0.11 FOR GENERAL ACCESSIBILITY REQUIREMENTS) 9. VEIT DUCTS SHOWN FOR REFERENCE ONLY. REFER TO MECHANICAL DRAWINGS FOR DUCT LOCATIONS AND INFORMATION. 10. REFER TO INTERIOR ELEVATIONS (A5.00 SHEETS) FOR PLUMBING, KITCHEN TYPES, AND BATHROOM TYPE DIMENSIONS 11. FOR SIDE -BY -SIDE WASHER/DRYER, WASHERS WILL ALWAYS BE ON TH6/EWERS LEFT AND DRYERS VVILL BE ON THE VIEWER'S RIGHT. UNIT PLAN LEGEND. VENTING ROUTES 0- UP 'ON UP/DOVVN INTO JOIST BAY (ABM) DIAGRAMMATIC VENTING (ABW DIAGRAMMATIC SOFFIT (ABV) SMOKE DETECTOR (ABV) COMBO SMOKE/CO2 DETECTOR (ABW R c APPROVED ° 20IAD 011Y Of TiitiMti ,Juo-PI.Nq Pivipor. RECEIVED CEP/ OF TUKWILA JAN 1 1 2018 PERMIT CENTER UREAL. ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com r 206-257-0972 license 9776 REGISTERED] ARCHITECT I 41-III, STCA4D0(], .191in DATE 01.10.2018 consultant logo Prqect name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submittals/revisions 100% SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT 12.06.2617 BP CORR.1 /60%CD CHECK SET 01.10.2016 dray/mg title ENLARGED UNIT PLANS - ONE BEDROOM drawing mformatIon DATE 01.10.2018 SCALE As indicated DRAWN Author JOB # 17-004 copyrIght rc Arc sheet nomober GRID 8'E1/4" GR10 27'-7314" BEDROOM L- KITCHEN 2 /A5,01 LIVING DINING Lt 3ATH 76E /P5.0 ENTRY VTAC ADD ALTERNATE VTAG MASTER SUITE } 37-0. MASTER SUITE EXTERIOR DECK 1,11,A Er VTAC 0112 40 BEDROOM LIVING 11 DINING ATH13 /A508 ri IT II ENTRY r-- L- KITCHEN 21 —2(A5.01---� 1, 0 0 ".0'4314" 101/4" L BATH IT A5,081. 8'/61/4° GRID J° ENTRY LIVING DINING MASTER SUITE 16-7" L- KITCHEN 2 2/A5,01 fH= 4-10^ ENTRY I A5.0 DEN GRI BEDROOM -33'8" 11 2-8 WB° UTILITY/ STORAGE BATH12 1. /A507 LIVING 137-11" DINING L-KITCHEN 2 2/A5.01 AG MASTER SUITE 71/2" -6 I BATH 2 TA I': I L11 134M 2-25/8. ADA BATH 3 3/A5.09 UNIT C.1 - 2/2 (TYPE A) A2.03 26-204" L- KITCHEN 2 2/A5,01 LEVEL 2ONLY 1T-10" REVIEWED FOR a-6 APPROVED -1 APR 032010 4n UNIT PLAN NOTES: 1. UNIT ORIENTATION VARIES, REFER TO BUILDING PLANS (A1 Al-A1 .07) AT EACH UNIT LOCATION, 2. REFER TO BUILDING PLANS(A1ai-A1.07) AND THE WINDOW SCHEDULE (A6.01-A6.03) FOR WINDOW TYPES AND LOCATIONS, REFER TO DOOR SCHEDULE(A6.01) FOR DOOR SIZES AND INFORMATION. 4, CLOSET DOOR PLACEMENT SHALL BE CENTERED ON CLOSET INTERIOR CLEAR DIMENSIONS, LINO, 5, ALL DOORS LOCATED ADJACENT TO A PERPENDICULAR PARTITION AND NOT LOCATED BY DIMENSION ON PLANS, INTERIOR ELEVATIONS, OR DETAILS SHALL BE 5" FROM FACE OF STUD TO EDGE OF DOOR OPENINGS, 6, ALL VTAC UNITS SHALL BE ACCESSED BY ACCESS PANEL PER MFR. 7, SEE A901 & A9.02 FOR WALL TYPE DETAILS. NOTE THAT LEVEL 3 STRUCTURAL WALLS SHALL BE TWO HOUR RATED. L4-L7 SHALL BE ONE HOUR RATED PER TMC 16.05 8. SEE A0,10- A0,11 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9, VENT DUCTS SHOWN FOR REFERENCE ONLY, REFER TO MECHANICAL DRAWINGS FOR DUCT LOCATIONS AND INFORMATION, 10, REFER TO INTERIOR ELEVATIONS (A5.00 SHEETS) FOR PW MBING, KITCHEN TYPES, AND BATHROOM TYPE DIMENSIONS FOR SIDE -BY -SIDE WASHE4/0800R WASHERS WILL ALWAYS BE ON THE VIEWERS LEFT AND DRYERS WILL BE ON THE VIEWER'S RIGHT, UNIT PLAN LEGEND: UP VENTING ROUTES UP/DOWN INTO JOIST BAY(ABV) DIAGRAMMATIC VENTING(ABV) DIAGRAMMATIC SOFFIT (AK SMOKE DETECTOR (ABV) COMBO SMOKEICO2 DETECTOR(ABV) 2`23/ p4=r, N)=D CITY OF Tl1K MLA JAN 1 1 2018 PERMIT CENTER UR3ALI ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 info@urbalarchitecture.com www-urbalarchitecture.com T 206-257-0972 Ilcense 7Th 'REGISTERED ARC��HppITECT Q 1."0Z CHADAI 'Asia-O. SI'A'IB OI' ASILINOTO: DATE 01.10.2018 consultant logo project name STERLING SOUTHCENTER,AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 ey Man uermttals/revmons 100b SO PROGRESS PRINT 09.07.20IT BUILDING PERMIT SET 10.3/1017 FOUNDATION ONLY PERMIT 12.062017 BP BORR. 1 160% CD CHECK SET 1 01.10.2016 drawing title ENLARGED UNIT PLANS - TWO BEDROOM draw ngmformahon DATE 01.10.2018 SCALE As indicated DRAWN Author JOB # 17-004 copyright U�T=sheet number .� r•r' FC-2 (PT-3 FC-2 (PT-2) FC-, I (PT-4) FC-1 (PT-1) FC-2 I (PT-3) I t BR-1 EXISTING unurlEs I �(� 1—i I-—_L..-1 1 _ 1 r -- --I —i g- ___ _:.III -i =1 I- -I 1 11= ! it P.. ) =_ 11—I 1 111=1 11- -1= 'I!=i1 -'�' L=': II 11- - III 11 -•L__ �, -- 1 - - III _,I- •I_. -- _ -- ' 1= � 1--{ --' _ ' ' I11-,'-_I III-III_==1 I tIII I-1iI 111=' 1=III- I I- • I--1 I I _I i t I I- -III I I -_.I I I I I__i I =1 I =1 I -, 11- I 111-_ . I _:==1. I- 1 I L II I-- :1 I- -III I I I I-1 I -I I I=1 I .- . I_ I I- I I I I==1 11 11 I I I 11- FC-3 (PT-1) ELEVATION AT ANGLE', EFER TO 4/A3.06 FOR ELEVATION M-5 I ELEVATION AT ANGLE REFER TO 2IA3.01 FOR ELEVATION 84 FC-t FO-2 FC-1 (PT-1) FC-2 ST-2 l BUILDING ELEVATION - NORTH FC-3 (PT-2) TAIR OVERRUN T.O. PARAPET FC- (PT- FC-2 (PT-2) FC-1 (PT-i) C-t (PT4) _ T_O. ROOF �.0 307E TYPE VA TYPE IA LEVEL? LEVEL 76'-0" LEVEL 5 LEVEL4 (\ 59' 0" LEVEL 30, �1 60L3 LEVEL2 30-0" BUILDING ELEVATION NOTES - SEE SHEET A6.01-A6.03 FOR WINDOW SCHEDULE 8 TYPES. REFER TO ROOF PLAN (At.08A & At 08B) FOR DETAILED ROOF 8 PARAPET HEIGHT INFORMATION REFER TO CIVIL AND LANDSCAPE PLANS FOR FINISH GRADE ELEVATIONS. 4. VENT SHROUDS AND VTAC GRILLES TO MATCH SIDING PAIN' COLOR 5 FLASHING SHALL BE PAINTED TO MATCH ADJACENT MATERIALS; GC TO PROVIDE SAMPLES MATERIALS LEGEND: BR-1 BRICK; MUTUAL MATERIALS COLOR NORMAN IMPERIAL GRAY, GROUT TO MATCH C-1 CONCRETE FG1 FIBER CEMENT PANEL SIDING, SMOOTH (PTO) FC-2 FIBER CEMENT LAP SIDING, (PTD) FC-3 FIBER CEMENT TRIM (PTD) 5.1 BRE0KMETAL, PREFINISHED BLACK IRON M-2 WELDED WIRE MESH M-3 STEEL PANELING REVAMP'BASKETWEAVE PREFINISHED: SILVER HAMMERSTONE M-4 METAL VTAC GRILL (PTD COLOR MATCH TO ADJACENT FC) M-5 METAL VENT SHROUD (PTD COLOR MATCH TO ADJACENT FC) M-6 METAL AND GLASS RAILING M-7 METAL COPING, PREFINISHED: COLORMATCH TO ADJACENT FIBERCEMENT M-8 STEEL CANOPY ST-) STEEL MEMBER (PTD) ST-2 STEEL CANOPY (PTD) W-1 VINYLWIN00W PER WINDOW SCHEDULE W-2 ALUMINUM STOREFRONT WINDOW PER WINDOW SCHEDULE PAINT COLOR LEGEND: PT) 0C-68 BENJAMIN MOORE; DISTANT GRAY PT2 212040 BENJAMIN MOORE; SMOKE GRAY PT3 2128-50 BENJAMIN MOORE; NOVEMBER SKIES PT4 2125-20 BENJAMIN MOORE; DEEP SPACE _ .- -,•L 4-o-_ r �. 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I = (= : 11 11 III I I , I : I'1 I l 1 I I J I_== I I III : I ^' 1 i "•• ! ••^ M2 C-1 M1 W-2 M2 M3 ® BR-1 EL5VAR ON AT ANGL REFER O i FOR I� PEVA )uc0El3 Ll PE IA 4010 BUILDING ELEVATION NOTES: 1. SEE SHEET A6.01-ADM FOR WINDOW SCHEDULE & TYPES. REFER TO ROOF PLAN (A1.08A & ABBE) FOR DETAILED ROOF & PARAPET HEIGHT INFORMATION, REFER TO CIVIL AND LANDSCAPE PLANS FOR FINISH GRADE ELEVATIONS. VENT SHROUDS AND VTAC GRILLES TO MATCH SIDING PAINT COLOR FLASHING SHALL BE PAINTED TO MATCH ADJACENT MATERIALS; GC TO PROVIDE SAMPLES MATERIALS LEGEND: BR-1 BRICK; MUTUAL MATERIALS COLOR; NORMAN IMPERIAL GRAY, GROUT TO MATCH 0-1 CONCRETE FC-1 FIBER CEMENT PANEL SIDING, SM00TH(PTD) FC-2 FIBER CEMENT LAP SIDING, (PTO) FC-3 FIBER CEMENT TRIM, (PTO) M-1 BREAK METAL, PREFINISHED, BLACK IRON M-2 WELDED WIRE MESH M3 STEEL PANELING REVAMP .BASKETWEAVE PREFINISHED: SILVER HAMMERSTONE METAL VTAC GRILL (PTO COLOR MATCH TO ADJACENT FC) M5 METAL VENT SHROUD (PTD COLOR MATCH TO ADJACENT FC) M-6 METAL AND GLASS RAILING M-0 METAL COPING, PREFINISHED: COLORMATCH TO ADJACENT FIBERCEMENT M-6 STEEL CANOPY ST-1 STEEL MEMBER (PTD) ST-2 STEEL CANOPY (PTO) Wi VINYL WINDOW PER WINDOW SCHEDULE W-2 ALUMINUM STOREFRONT WINDOW PER WINDOW SCHEDULE PAINT COLOR LEGEND: PT1 0068 BENJAMIN M00RE; DISTANT GRAY PT2 2120-40 BENJAMIN M00RE; SMOKE GRAY PT3 2129-50 BENJAMIN M00RE; NOVEMBER SKIES PT4 2125.20 BENJAMIN M00RE; DEEP SPACE BUILDING ELEVATION — EAST REVIEWED FOR COOE-OOMPttKNCE- APPROVED APR 0 3 2010 RECEIVED Ci-t-V' OF TUKWILA JAN 1 1 2018 PERMIT CENTER U R B A L E ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East win,ao Seattle, WA98102 info@urbalarchitecture.com WWW.urbalarchltecture.com T 206-257-0972 license 9l]6 ( REGISTERED1 O'ARC..HITECT 1 1 CNADA{�,ORE T"L BTAIEOF\ ABNINCTO DATE 01.10.2018 con sultantlogo project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 ey plan a // su0mttals revsons 100%S0 PR OGRESS PRINT 09.O72017 BUILDING PERMIT& ET 10.312017 FOUNDATION ONLY PERMIT ,\ 12.062017 ". 8P CORR. 1160% CD CHECKSET/\ 01.f020181 drawing tele BUILDING ELEVATIONS EAST drawing 44041--labor. DATE 01.10.2018 SCALE As indicated DRAWN Author JOB 00 17-004 opyright ,heet number A3M2 MAXHEIGHTEL 9832g T.O. STAIR OVERRUN 10T-6" c I5 In I S, T.O. PARAPET 10 rPFT--i)3 FC-2 (PT-2) FC2 (PT 2) BR1 I Ci AVERAGE GRADE PLANE2832I it 1 1±1 ill =1_ BUILDING ELEVATION - SOUTH B.5 (PT-2) PRELIM GENERATOR ; RADIATOR EXHAUST; SIZE AND LOCATION PENDING FINAL GENERA SA DESIGN .. I 11 E1 �1= III 1 11 I FC-1 (PT-1) MATERIALS LEGEND: PAINT COLOR LEGEND: BUILDING ELEVATION NOTES: 1. SEE SHEET A6.01- A603 FORWINDOW BR-1 BRICK; MUTUAL MATERIALS COLOR: NORMAN IMPERIAL GRAY, GROUT TO MATCH M-t M-2 BRFAK METAL, PREFINISHED:BLACK IRON WELDED WIRE MESH ME M-7 METAL AND GLASS RAILING METAL COPING, PREFINISHED: COLORMATCH TO ADJACENT W-1 W-2 VINYL WINDOW PER WINDOW SCHEDULE ALUMINUM STOREFRONT WINDOW PT 1 PT2 0C-68 BENJAMIN MOORE; DISTANT GRAY 2120-40 2. SCHEDULE &TYPES. REFER TO ROOF PLAN (Al 08A&A108B)FOR DETAILED ROOF 8, PARAPET HEIGHT 0-1 CONCRETE FIBERCEMENT PER WINDOW SCHEDULE BENJAMIN MOORE; SMOKE GRAY INFORMATION. C2 CMU WALL M3 STEEL PANELING REVAMP"BABKETWEAVE" M8 METAL CANOPY PTA 212850 3. REFER TO CIVIL AND LANDSCAPE PLANS FOR PREFINISHED, SILVER HAMMERSTONE BENJAMIN MOORE, NOVEMBER SKIES FINISH GRADE ELEVATIONS. FC-1 FIBER CEMENT PANEL SIDING, SMOOTH (PTO) M-4 METAL VTAC GRILL (PTO COLOR MATCH TO ADJACENT PC) M-9 METAL LOUVER, PER MECHANICAL- PTO TO MATCH ADJACENT FINISH. PT4 212520 BENJAMIN MOORE; DEEP SPACE 4, VENT SHROUDS AND VTAC GRILLES TO MATCH SIDING PAINT COLOR FC-2 FIBER CEMENT LAP SIDING, (PTO) ST-1 STEEL MEMBER(PTO) M-5 METAL VENT SHROUD 5. FLASHING SHALL BE PAINTED TO MATCH FC3 FIBER CEMENT TRIM, (PTO) (PTO COLOR MATCH TO ADJACENT PC) ST-2 STEEL CANOPY (PTO) ADJACENT MATERIALS; GC TO PROVIDE SAMPLES PC-3 (PT-2 M-2 T.O. STAIR OVERRUN 109'-2" 1 mIVE ill FC3 PT -1) FC- (PT- ILLUMINATED SIGNAGE BY OTHERS. ELECTRICAL TO PROVIDE CONDUIT PRIOR TO INSTALLATION 8 TO ROOF T.0 PLATE 96'-10" LEVEL? LEVELS LEI: 5 TYPE VA Leg TYPE IA � REVIEWED FOR DODE-Celcirtrmactj APPROVED APR 0 S 2010 d I R8CEI\'=0 CITY OF TUKWILA VAR 022015 PERMIT CENTER URBALe ARCHITECTURE URBAN RURAL 1938 Fairview Avenue East SUITE too Seattle, WA98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 cense 9776 'REGISTERED ARCHpITECT HADA ENTZ STATE OFW 6HING1'0 DATE 03.02.2018 consudant logo protect name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan 0 sddm:trah,renslnn3 100% SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT A 1206.2017 BP CORK 1160% CD CHECK SET/ 01.10.2018 BID SET REVISIONS A 02.09.2018 SMOKE CONTROL SUBMITTAL 02.28.2018 BP CORK 21100% CD SET 2 03.02.2018 drawing tO BUILDING ELEVATIONS SOUTH drawing information DATE 03.02.2018 SCALE As indicated DRAWN Author JOB # 17-004 copyught 20, Ur a�moaoo�o�u, ,sheep r m.,er A3.03 MAX HEIGHT EL: 9832' AVERAGE GRADE PLANE EL 2832' T.O. PARAPET 101'-07 jI FC-1 (PT-4) BUILDING ELEVATION - WEST I ,GARAGE DOOR I T.O. STAIR OVERRUN I Or, 0, T.0, ELEVATOR OVERRUN 108'-6, A MATERIALS LEGEND: PAINT COLOR LEGEND: BUILDING ELEVATION NOTES: 1. SEE SHEET A6.01- A6.03 FOR WINDOW BR-1 BRICK; MUTUALMATERIALSM-1 BREAKM0707 M6 METAL AND GLASS RAILING W-1 VINYL WINDOW PT1 0068 SCHEDULE B TYPES. COLOR: NORMAN IMPERIAL GRAY, GROUT TO MATCH M-2 PREFlNIBHED: BLACK IRON M-7 WELDEDWRE MESH METAL COPING, PREFINISHED. COLORMATCH TO ADJACENT W-2 PER WINDOW SCHEDULE ALUMINUM STOREFRONTWN00W PT2 BENJAMIN MOORE, DISTANT GRAY 2120-40 2. REFER TO ROOF PLAN (A1,084&A108B) FOR DETAILED ROOF &PARAPET HEIGHT C-1 CONCRETEI, FIBERCEMENT PER WINDOW SCHEDULE BENJAMIN MOORE; SMOKE GRAY INFORMATION. C-2 CMU WALL M3 STEEL PANELING REVAMP"BASKETWEAVE" '', M-8 PREFlNIBHED: SILVER HAMMERST ONE METAL CANOPY PT3 2128.50 BENJAMIN MOORE; NOVEMBER SKIES 3. REFER TO COAL AND LANDSCAPE PLANS FOR FINISH GRADE ELEVATIONS. FC.1 FIBER CEMENT PANEL SIDING, SMOOTH (PTD) M-4 METAL VTAC GRILL M-9 METAL LOUVER, PER MECHANICAL. PTD TO MATCH ADJACENT FINISH. PT4 2125-20 4. VENT SHROUDS AND MC GRILLES TO (PTD COLOR MATCH TO ADJACENT FC) BENJAMIN MOORE; DEEP SPACE MATCH SIDING PAINT COLOR FC-2 FIBER CEMENT LAP SIDING, (PTD) ST-1 STEEL MEMBER (PTD) FC3 FIBER CEMENT TWM, (PTD) M.5 METAL VENT SHROUD (PTD COLOR MATCH TO ADJACENT FC) ST.2 STEEL CANOPY (PTO) 5. FLASHING SHALL BE PAINTED TO MATCH ADJACENT MATERIALS; GC TO PROVIDE SAMPLES d ELEVATION BEYOND I� ---REFER T01/A3.06 FOR ELEVATION"li -_I FC-2 FC-2 (PT-3) M-1 n FC-, (PT-1) O FC-3 FC-i FC-2 FC-3 � M5 )PT-i) ((PT-4) M-7 (PT-3) (PT-1)) t_-� T.O. STAIR OVERRUN 107'5" 10112101 1 I: 11= 1- I FCI 2 (PT-3) (PT-FC-1 1) TYPE VA TYPE IA 'O PARAPET101'-4" 0, M2 1/8" = TO RATE ss'a3^ LEVEL6_® LEVE59'-6'S LEVEL4 LEVEL3 49'6" LEVEL2 LEVEL i� 28 REVIEWED FOR APPROVED APR 032018 II JU LPINA IY03Ia11 "GEIYED CITYOF TUKWILA MAR 0 2 22010 PERMIT CENTER 59�� U R AL ARCHITECTURE U RBANIRU P, AL 1938 Fairview Avenue East 66,, ,00 Seattle, WA 98102 info@urbalarchitecture,com www,urbalarehitecture.com T 206-257-0972 76 \RAERT 170 ED ARCHITECT DI ", CH.40 A EM STATE OF ASHINGTO DATE 03.02.2018 consultant logo project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 x,„ pa,-7— / D r submittals/rave, ions 100Y SDPROGRESSPRINT 0907.2017 BUILDING PERM IT SET 1031.2017 FOUNDATION ONLY PERMIT Q 1206.2017 BP CORK 1164% CD CHECK SET 0 01.10.2018 BID SET REVISIONS 02.09.2010 SMONE CONTROL SUBMITTAL 02.28.2016 BP CORR2/100Y CD SET 0302.2018 drawing title BUILDING ELEVATIONS WEST dl'aw:ng 1nfarmatlpn DATE 03.02.2018 SCALE As indicated DRAWN Author JOB # 17-004 copvnght zoo urea it PLLc she, number A3.04 A C-1 M-5 PT -I) M ] FC- (PT-4) (PT-1) (PT- FC-14) FC-3 1 MA FC-1 PT-1) I M_7 I J_ ® T.O. PARAPET 100'-4" I 1 = FC-i T,O ROOF L 98'-0" \6 ( (PT-0) ( b _ LEVEL] � uitiIuI1Ijri1UIL; —L8S m 1 � �.m 91!:EIE!IIL IGM LEV JLLILE 11111111!;__iiiiiITii LEV496ELS _._-�: . - - C-2 W-i 20 �C� 17 ) M-4 _..18 11 (HT 17 1 �18: ..... 1 W.1 LL8, (PT-1) 17 W 2 RD LOOKING NORTH FC- (PT- FC-1 (PT'1) 11 001 FC-3, FC-2 (PT-2) (PT-1) (PT-3) ELEVATION ATANGLE REFER TO 3/A3.01 FOR ELEVAT T.O. PARAPET 100,4" or T 1 ,114 PIATE .�., ELEVATION AT �ANGLEQ.96'-10" ELEVATION AT ANGLE FER TO 2/A3.01 FOR ELEVATIO 1 1 11— III—i—I—III Ili —I —I F ill-1 _11 (- . '_— i - III�..,..- I i t I__I I I I. I I 1 1 1 -III --III—III III-=! i ::_ ANGLED WALL NORTH EAST ELEVATION FC-2 PT-2) 8 COURTYARD LOOKING SOUTH COURTYARD LOOKING EAST LEVELS BUILDING ELEVATION NOTES: SEE SHEET A601 . A603 FOR WINDOW SCHEDULE &TYRES. REFER TO ROOF PLAN (A1,08A & A1,068) FOR DETAILED ROOF & PARAPET HEIGHT INFORMATION, REFER TO CIVIL AND LANDSCAPE PLANS FOR FINISH GRADE ELEVATIONS, VENT SHROUDS AND VTAC GRILLES TO MATCH SIDING PAINT COLOR FLASHING SHALL BE PAINTED TO MATCH ADJACENT MATERIALS; GC TO PROVIDE SAMPLES MATERIALS LEGEND: BR-1 BRICK; MUTUAL MATERIALS COLOR: NORMAN IMPERIAL GRAY, GROUT TO MATCH C-1 CONCRETE FC-1 FIBERCEMENT PANEL SIDING, SMOOTH (PTO) FC-2 FIBER CEMENT (AP SIDING, (PTO) FC-3 FIBER CEMENT TRIM, (PTO) M-1 BREAK METAL, PREFINISHED: BRCK IRON M.2 WELDED WIRE MESH STEEL PANELING REVAMP"BASKETWEAVE' PREFINISHED SILVER HAMMERSTONE M-0 METAL VTAC GRILL (PTO COLOR MATCH TO ADJACENT FC) METAL VENT SHROUD (PTO COLOR MATCH TO ADJACENT FC) M-6 METAL AND GLASS RAILING M-7 METAL COPING, PREFINISHED COLORMATCH TO ADJACENT FIBERCEMENT M-8 STEEL CANOPY ST-1 STEEL MEMBER(PTD) ST-2 STEEL CANOPY(PTD) W-i VINYL WINDOW PER WINDOW SCHEDULE W-2 ALUMINUM STOREFRONT WINDOW PER WINDOW SCHEDULE PAINT COLOR LEGEND: PT1 0C-68 BENJAMIN M00RE; DISTANT GRAY PT2 2120-40 BENJAMIN MOORE, SMOKE GRAY PT3 2128-50 BENJAMIN MOORE; NOVEMBER SKIES PT4 2125-20 BENJAMIN M00RE; DEEP SPACE T.O. PARAPET 100',4" A LEVEL] 87'.6" LEVEL6 780" LEVEL 5 68'6 LEVEL0"4 59- LEVELS 49' 0" REVIEWED FOR CODC COMPLIANCE APPROVED APR 98 201B II f P Bj RECEIVED CITY OF 10-AlT A JAN112018 PERMIT CENTER U YRS.3ALE ARCHITECTURE URBANIRURAL 1936 Fairview Avenue East swre100 Seattle, WA98102 infoQurbalarchitecture.com www.urbalarchitecture-com T 206-257-0972 Icense 9776 REGISTERED ARCHIwTOCCTT 02 CFIAD A ENT0 S'I"ATE OF A_HI ___ DATE 01.10,2018 consultant logo project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan ebmltteis/revisions 1000 SO PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2010 � FOUNDATION ONLY PERMIT ,,0, 1206.2017 BP CORR. 1160%C0 CHECK ET 01.102018 drawl ng title BUILDING ELEVATIONS COURTYARD drawing 1n7orma0lon DATE 01.10.2018 — — SCALE 1/8" =1'-0" DRAWN Author JOB 8 17-004 opyrlght ri o�mo,mro�m "evsheetnumber A3®5 T T T.O. PARAPET 1001A" 0 CD T.O. STAIR OVERRUN 107'-6" UNIT C.4 UNIT A.2 III UNIT 6.2 BALL UNIT B.2 + UN T8.2+BALC 1 UNIT82+BALC (l I UNIT I -4 UNIT C.4 UNIT A.2 UNIT B.2*BALC F5 UNIT B.2+BALC UNT 8.2+BALC UNIT82+ BALC UNIT C.2 [7 UNIT 8.2+BALC ( UNIT 82+BALC UNIT 82+BALC II - 11 UNIT CA UN R A3 1 UNIT B.2+BALC I! ,FaUNIT 82+ LC UNIT B.2'BALC UNIT 82+IBALC UNIT C2 1 GAME ROOM/ SEATING THEATER 1 UNIT B. UNIT C I(OPEN) JI� I LOBBYp Fti SECONDARY PARKING GARAGE nl P06'-10"0ATE_®l\ ® TYPE VA TYPE IA `-' - - i I E 4 -.-1 I I I h I \ ! I" ➢' — - - LEVEL I III III III III I I I I I I I _III I I I i � I I I I I P I I I I1� I I I. I I I III III I I l i l f l l I, I (I I 111—I I —1 I I=1 I I —III III III f l I —III —III —I (I—1 l l__I I I —I (I-1 11—! 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I- 11 1 T 11= 111=1 1 111111 -111=1 i 1=1 = = IT 11= 1 IT 1 T 1= 1—I =11=1= = ! _ _ _ = - =111=1 = =111= _ =1 = — _ _ _! _ — _ 1 = _ _ — 1 _ _ = 1= _ __ _1 = _ TI TIII.IIII T,IIT—,,,1 T,TI,„III-111�,_„—,�,—�,�, „,,_,,,_,�,_,,,_,,,_,��_„I-- rt —_ _ _ _ _ III —III_III—III II I, fl III III —III II III —I III —I. II III IITIIT,II—IITIII11111,,,III—III,,,III,,,II,,,,IIITI II (II--11 II.,,,IITIII_._„_,,,.�„_ BUILDING SECTION - 1 A4.0 E.3, T.O. ELEVATOR OVERRUN 107'-6" T.O. PARAPET 10014" UNIT A2 UNIT A2 UNIT A2 UNIT A.2 RESIDENTIAL PARKING ORRIDO CORRIDOR RESIDENTIAL PARKING " KITCHEN �28-0 �a GARAGE F1 PRIVATE LING GREAT ROOM _ — 1=I!—I1HI1—IIHi1I- lit. ( 4, C Ai LEVEL TIT1_I11=111,=!1I 11! -1i1.7_ I __I 1-11 IT 11_I —I I 11 HI I— I_I 11-11 I 111 1 ri I T I f l r I I Hi i_ 1 r (1 �I III III III _ III 1 I__I I L_I -I l I__I II 1=1 ITI I_i TI 17 I _ ! _ — — ! —1 — — I— — —1 9 — —1 — _ 1— — _ _ — — _, _ — _ 1= 1= , lI . L ..III 1-I I I_ I 1 71 III III I 11 1 III —I . 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I_ I_I I I_I I=1 !=1 ITI =1 =1 1= 111=I L=1 I__-1 =1 =i IT =1 =1 = = 1= 1 = � i zma _,,,_�„_��,_„�_-_„_���_�„_�„_,,,_,�_���_—,�1—��,_�„—,,,_�„_,1,—,I,_,,,_1„_I„_„I—„�I,�,�� ,�, �„-,„ ,,,- ,, , ,�1 1 � „� ,,, 1„ „1 „1 ,,, ,, �,�, ,�, � ,,, ,�� ,�, �„ , 1,,,,111,� I1,� „III„—III,„III,��III,„ T,�,u „ 'I — - - "f— — — — . — — — — i — __ __ Pr?i:iif CEiVTER UNIT B.2+BALC UNIT82+BALC CONC. W LL VEHICLE BARRI R J PEVA TYPEIA 5 TO.ROOF 98' 0, T.0 PIATE 96-10" LE'11 LEVEL5 o LEVEL4 8 �. LEVEL 3 48-6" EVI WED FOR BUILDING SECTION - 2 1l8" =1'-0" APPROVED LEVEL2 - APR 03 2010 P 3411 IIN @ VENAL. ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East suiE 1eo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license 9776 REGISTERED ARCHITECT DA(.REN'IL ATGOP ASHINGTO DATE 01.10.2018 consultant logo project name STERLING SOUTHCENTER,AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKW ILA, WA 98188 key Plan 1 0___11; submittals/revisions 100% SD PROGRESSPRINT 09.07.2017 BUILDING PERMIT SET 10.21.2017 FOUNDATION ONLY PERMIT 12.06.2017 BP CORR. 1 I60%CD CHECK SETA 01,10.2E18 drawing title BUILDING SECTIONS drawing information DATE 01.10.2018 SCALE As indicated DRAWN Author JOB # 17-004 copyright all :aio reasheet number A4.03 0 T.O. STAJR OVERRUN 107Le" N (Gv21 T.O. ELEVATOR OVERRUN 107-6'. 0, 4' FIRE RETARDENT PLYWOOD SHEATHING ON BOTH SIDES OF FIRE WALL T.O. 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A4,02 8" = 1,0" H+i H-OH0 PARKING RESIDENTIALAR 6' LILT roi 11- 1 -I 11-I 11 III- 11 111-) _1_ —III it 111 -1 ! -1=1 ! 11 FH 11- (I 1 I 11 i-111= =1 I I H I 1=11 IIII I 1 =1 1 III „1) 1=11 1 1 1=1 „1 1 =1 1 111111 2 TRANSFORMER RM LONGITUDINAL SECTION 1I111.1111111111,11111111�11111� -I I 1=I !-1 =1 ' I I III 111 i 1 I --U l-1=1 -III III-1 I I=1 I L B 3 49-6" LEVEL 2 39'-0" LEVE11 28'-0" A4.02 OR co -eefM REVIEWED FLInI1cL APPROVED APR 0 3 2218 6 EV 1UP,I alVl600 REcEivED C:YS 00 'TUKWILA JAN112018 PE$MIT CENTER URBAL ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 iceman 9776 REGISTERED ARCHITECT �p `ll CFIAD A ENTZ STA'CE Of A9IINGTO, DATE 01.10.2016 consultant logo project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 41S BAKER BOULEVARD, TUKWILA, WA 9818E key plan submittals/revisions 100E SD PROGRESS PRINT 09.072017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT 12.062017 BP CORK 1160%CD CHECK SET 01.102018 draw og t'tie BUILDING SECTIONS drawmg 'nformalos DATE 01.10.2018 SCALE As Indicated DRAWN Author J08 # 17-004 copyright awmiiw�or sheet number .2) ) T.O. PARAPET 100'-4" UNIT 82+BALL `FS UNIT 8.2+BALL F51 UNIT B2+BALL UNIT 8.2+BALL OTO. ELEVATOR OVERRUN I07-6" 0RRI00R CORRIDOR T.O. STAIR OVERRUN 107 -6" T0. ELEVATOR OVERRUN 10T-6" R1 6 UNIT 8.2+BALC FS CORRIDOR UNIT A.1 B0 6 . 1 UNIT 8.2+8ALC UNIT B2+BALC UNITA2 CORRIDOR UNIT A.1 UNIT A.1 I-11-1111 I 11-1 I 1 I_ h-1 =1 i KI _111_,11 1 ! 1=1 =1 ,11=1 11 I-111 1_I-11 I-111=1 11=1 11=1 11=1 -- 1=' - =1 �'I=1' _ = I I I _I 11= !-1 ICI I_I =1--=l . I.1 I ill ---1 1=1 l _I I_I 1=1 1-1 I_I 11 =1 =i 1=1 -1 I -1 III-1 I I I l i rl 1 = 1-1-11 I-! 0( BUILDING SECTION - 4 A4.03 list =1'-0" UNIT 82+8ALC UNIT8.2+BALL UNIT8.2+BALC TYPE VA TYPEIA (22 ACCESSALLEY L. RAMP UP TO L2 PARKING GARAGE 2 A4.0 O T.O. ELEVATOR OVERRUN 107KB" T.O. STAIR OVERRUN 10T IDFI ELEC WATER BOILER RM j SAS. TYPEVA TYPE IA 1 III III III III III III . 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PARAPET 90'-0" uNIrC.4 UNIT C.4 UNIT C.4 UNIT C.4 -1110111=1 1=1 IH 11=111- 11=11-_I1I-_I 11-1 - I I='I' 1I- BUILDING SECTION - 5 —1-1 I —III —I !— (I —I 1-1 I-11 I—III—III—III--1 I—III-1 ICI I —III —III— —III—III-11—IIII V—I 1I III —III —III —III— III— I—III—III------i —I 1 1-11 1-11 1-11 I—, 1 1-1 i l —1 I—F-TI—III—I—III-1 I— iI I IE1 Ill l Ill-11—I ,—I ,�1 I — I I —I I-1 I I —I I. —III —I I—III—IIII.11((1 I I —I I Ell I —I 11-1 I I I— I �=1 =I 11=1 11=1 1=1 11=1 11=1 I I—, I I—. (I —II —I 1= 11=1 I I —I 11=1 =1 I 11=1 11= �_i = - RECEIVED _ � -- _ _ _ _ _ _ _ _ _ _ _ _ _ I I, I i-i I -I I _i —i I- I 1-, I 1-1 I=1 ! I1 I I=1 I I-1 I I-i I I- .I I _-I I I__I 11=1 I I1 I I� I _I I I=1 i=1 =1 I=1 I I1 I 1 I I1 I I1 I I1 I II I I_I I I=11=1 I I=1 =1 1 1 = I- - - -� _I = - — -- _ _ = i ---- =1- :_ _1—MY �:-, TUKWILA _ - _ II I_I -_II-1 1- 111 1 _ -1 11 1 1— L I I_I I_I I ---I 1 III 1 111 !- ICI I__! I__I 1 I_ -_III -III III -III -I I_I - =1 =1 =1 11 III III -III -I Ill =1 -1 I h 1-III-(I 1=1 hI 1=1 I_=1 II I 1 1=1 1 1=1 1= 1=1 1= 1=1 I 1=1 1=1 I- ICI 1=1 I 1=1 :J 1.= =1 1=1 1=1 f 1 i 1= 1=1JAN112018 PERMIT CENTER T.0. ROOF 90'0" T,O. PLATE 90'-00" LEVEL] 8T 6" LEVEL6 �-0 LEVEL5 � LEVEL4 55-0" EL3 49'6" LEVEL 2 �-0 LEVELI TO. ROOF \TO_PLATE 936 10" LEVEL] LEV60ELS ®\ 12 LEVELS 40-5" _ LEVEL2 3B-P REVIEWED FOR. _APPCOBE 1 PR032018 LEV20'-U' URSALO ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license 97t6 REGISTERED j ARCHITECT .... AnO!' Dl',a i TATE AYlINGTO DATE 01.10.2018 onsultant logo project name STERLING SOUTHCENTER,AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 y plan 1 a2 1 p 42 submittals/revisions 100660 PROGRESS PRINT 09.07.201T BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT 12.06.201] BPCORR.1160% CDCHECKSET 1 01.70.201E drawing title BUILDING SECTIONS drawing In1ormatton DATE 01.10.2018 SCALE As indicated DRAWN Author I JOB 46 17-004 copyright 20. ro Olt hi. o sheet nonber pity ptTukwll0 >UIL9llND DIVISION t. 'J KITCHEN 1 AXONOMETRIC A5.0 L-KITCHEN 2 AXONOMETRIC INTERIOR ELEVATION NOTES' 1, UNIT ORIENTATION VARIES; REFER TO BUILDING PLANS(A1.02-A1.07)AND UNIT PLANS(A2.01.A2.03) FOR ORIENTATION ANDADDITIONAL DIMENSIONS. 2. REFER TO DOOR SCHEDULE FOR (A6,04) FOR DOOR SIZES AND INFORMTION. 3. REFER TO SHEETS A0,10 AND A0.11 FOR GENERAL ACCESSIBILITY REQUIREMENTS AND DIMENSIONS. 4. INTALL BACKING BEHIND ALL TOWEL BARS, GRAB BARS, AND CLOSET SHELVING 6. DIMENSIONS TO FIXTURES ARE FROM FINISHED FACE 1A L-KITCHEN 1 FINISHED END PANEL OUTLETS PER ELECTRICAL, TYP PROVIDE FINISHED END PANEL Tow° OUTLETS PER ELECTRICAL, TYP PROVIDE FINISHED END PANELS 30240" CLEAR FLOOR SPACE PERANS11004.122 NO UPPER CABINETS AT C.2 AND C.3 UNITS WITH WINDOWS LOCATED ABOVE SINK LINE OF WINDOW AT C.2 AND C.3 UNITS OUTLETS PER ELECTRICAL, TYP PROVIDE FINISHED END PANEL L-KITCHEN 2 — OUTLETS PER ELECTRICAL, TYP PROVIDE FINISHED END PANELS 2Ad A5.01 02C 28 O o 4' 3004T CLEAR FLOOR SPACE PER ANS11004.122 REVIEWED FOR I. 9MPNMtEtE- APPROVED APR 0 3 2018 CO81TUItwlln J . UIL ,INA I0IVlelOFI; RECEIVED CF `! OF TUKWILA JAN 1 1 2018 PERMIT CENTER UR3ALfa ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE wo Seattle, WA 98102 info@u rbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 96 RARCHITEECISTF.RECTU �'/v' ( tt' CHADA EZZ0 TATEOFWWWA_HNGTO: DATE 01.10.2018 consuitant logo project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKW ILA, WA 98188 key plan submittals/ravislons 100% SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT 1 12.06.2017 BP CORR. 1160%CD CHECK SET 1 01.102016 drawing title INTERIOR ELEVATIONS - KITCHENS (L-SHAPED) drawing information DATE 01.10.2018 SCALE 3/8" =1'-0" DRAWN Author JOB # 17-004 copyright na�sheet number �';. EA •' L-KITCHEN 3 ADA AXONOMETRIC 2X L-KITCHEN 4 ADA AXONOMETRIC AS.02 NIERIOR ELEVATION NOTES: I. UNIT ORIENTATION VARIES; REFER TO BUILDING PLANS (Al .62-A1,07) AND UNIT PLANS (A201-2,2,03) FOR ORIENTATION AND ADDITIONAL DIMENSIONS. ?. REFER TO DOOR SCHEDULE FOR (A604( FOR DOOR SIZES AND INFORMTION. 3. REFER TO SHEETS A0.10 AND A011 FOR GENERAL ACCESSIBILITY REQUIREMENTS AND DIMENSIONS, L INTALL BACKING BEHIND ALL TOWEL BARS, GRAB BARS, AND CLOSET SHELVING DIMENSIONS TO FIXTURES ARE FROM FINISHED FACE 3" SPACER Io P t6 { �-3"SPACER -KITCHEN 3 ADA 2 ` L-KITCHEN 4 ADA A5.02 37a" = 1'-0" At SPACER 2-0 OUTLETS PER ELECTRICAL, TYP REMOVABLE CABINET UNDER SINK FOR FORWARD APPROACH, FINISH FLOOR TO EMEND TO WALL, FINISHED END PANEL OUTLETS PER ELECTRICAL TYP REMOVABLE CABINET UNDER SINK FOR FORWARD APPROACH, FINISH FLOOR TO EXTEND TO WALL FINISHED END PANEL t-1"SPACER 2-5' 24" MIR - 0.f N I HOOD REF SPACE �O OUTLETS PER ELECTRICAL, TYP OUTLETS PER ELECTRICAL, TYP REQUIRED TYPE WORK SURFACE FINISHED END PANEL REQUIRED TYPE WORK SURFACE FINISHED END PANEL lid 0 0 O 3318" 2A+ A5.02 P2C i0 0 0 30" X48' CLEAR FLOOR SPACE RECEIVED C(T'1 OF TUKWILA JAN 1 1 2018 PERMIT CENTER URB LO ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East wlrE Ioo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture,com T 206-257-0972 I ice 9�RARCHITECTEGIHIT6CT I CND 1(2EN Z STATE OP ASNINCTOiI DATE 01.10.2018 consultant logo project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submittals/revisions 100%50 PROGRESS PRINT 09.07.2017 BUILDING FERMI -SET 10.312917 FOUNDATION ONLY PERMIT 12.06.2017 BP CORR. 1160%CD CHECK SETT 01.10.2018 drawing title INTERIOR ELEVATIONS - KITCHENS (ADA) drawing 'Information DATE 01.10.2018 SCALE 3/8" =1'-0" DRAWN Author JOB # 17-004 coayrignt au=n.anan oo 'sheet number ,0 GALLEY KITCHEN 1 AXONOMETRIC 8503 0 GALLEY KITCHEN 2 AXONOMETRIC A5 03 INTERIOR ELEVATION NOTES° 1. UNIT ORIENTATION VARIES( REFER TO BUILDING PLANS (A1.02-A1.07) AND UNIT PLANS (A2.01-A2.03) FOR ORIENTATION AND ADDITIONAL DIMENSIONS. 2. REFER TO DOOR SCHEDULE FOR (A6.04) FOR DOOR SIZES AND INFORMTION. 3. REFER TO SHEETS A0.10 AND A0.11 FOR GENERAL ACCESSIBILITY REQUIREMENTS AND DIMENSIONS. 4. BEFALL BACKING BEHIND ALL TOWEL OARS, GRAB BARS, AND CLOSET SHELVING 5, DIMENSIONS TO FIXTURES ARE FROM FINISHED FACE FINISHED END PANEL 1° SPACER 240" 24Ce 2- 2-43 43° 7 0°6' o C,D 53 RANGE REF, SPACE 043 2-01 7 0° 242 1/4" 0 GALLEY KITCHEN 1 1° SPACER 3/4" 449° 44101 0 0 A A5 03 318" = 140" 2-1/2" SPACER 7 SPACER 1431 143" 17 [n_ 242 314° 143" 246° 3/7— 7 SPACER GALLEY KITCHEN 2 2-0' 3/4° FINISHED END PANEL c_ 326° c_ _OW 0 0 REVIEWED FOR APPROVED APR 0 3 201 ,,4141,7L RECEIOED CITY OF TUKWILA JAN 1 2018 PERMIT CENTER URE: LO ARCHITECTURE URNANIRURAL 1938 Fairview Avenue East 5VITE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 Itcense REGISTERED ARCHITECT TAU ASHn, DATE 01.10.2018 consultant logo protect name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key Alan subrotttals/revotons 100%8D PROGRESS PRINT 00.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT A 12.06.2017 BP GORR. 1 / 60% GO CHECK SET 01.10.2018 drawing tole INTERIOR ELEVATIONS -KITCHENS (GALLEY) drawing Information DATE 01.10.2018 SCALE 3/8" 41,0" DRAWN Author 2088 17-004 oopyrtght , u Ila to o ole ar the r tt sheet number 111 ye) OPEN DOOR SWING 4' X 3' TRANSFER SHOWER PER OUTLINE SPEC BATH TYPE 1 LTG FIXTURE TOWEL RING - LIGHT SWITCH GFI OUTLET LTG FIXTURE CENTERED ON VANITY MIRROR CENTERED ON VANITY TOWEL BAR TP DISPENSER - 60- X 60- CLEAR FLOOR SPACE 30 X 48° CLEAR FLOOR SPACE 4' X 3 TRANSFER SHOWER PER OUTLINE SPEC ---- n BATH TYPE 2 LTG FIXTURE TOWEL RING LIGHT SWITCH — GFI OUTLET OREN DOOR SWING 3 BATH TYPE 3 SHELVING LTG FIXTURE TOWEL RING LIGHT SWITCH OW OUTLET LTG FIXTURE CENTERED ON VANITY MIRROR CENTERED ON VANITY 2° SPACER- 4" X3' TRANSFER SHOWER PER OUTIJNE SPEC TOWEL BAR -- IP DISPENSER TX 3" TRANSFER SHOWER PER OlfiLINE SPEC TOWEL BAR TP DISPENSER LTG FIXTURE CENTERED ON VANITY MIRROR CENTERED ON VANITY 2° SPACER CL 3-2" 30. X 48. CLEAR FLOOR SPACE 60° X 60" CLEAR FLOOR SPACE 30° X 411. CLEAR FLOOR SPACE 60° X 60. CLEAR FLOOR SPACE 00,04 3/8°. 1•-0" INTERIOR ELEVARON NOTES: 1. UNIT ORIENTATION VARIES; REFER TO BUILDING PLANS (A1.02-A1.07) AND UNIT PIANS (A2.01-A2.03) FOR ORIENTATION AND ADDITIONAL DIMENSIONS. 2. REFER TO DOOR SCHEDULE FOR (A6.04) FOR DOOR SIZES AND INFORMTION. 3. REFER TO SHEETS A0.10 AND A0.11 FOR GENERAL ACCESSIBILITY REQUIREMENTS AND DIMENSIONS. 4, INTALL BACKING BEHIND Ali TOWEL BARS, GRAB BARS, AND CLOSET SHELVING 5. DIMENSIONS TO FIXTURES ARE FROM FINISHED FACE REVIEWED FOR CODE-DelotPthARDET APPROVED APR 0 3 2018 1 • Olty Towlin DrAPINP PIN/1810Ni 00001000 JAN 1 t 2018 PEP:MIT CENTER Li psr4 A L ARCH ITECTU RE URBAN1RURAL 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 Imense 9 6 \0000ITOCT ----, ica9P ,suRR DATE 01.10.2018 consultant logo protect name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key Plan submitrals/reemons 100%S0PROG SS PRINT 0507.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT 12452017 DP CORR. 1 /60%CD CHECK SET 01.10.2018 drawing tit e INTERIOR ELEVATIONS - BATHROOMS drawing Information DATE 01.10.2018 SCALE 3/8" =10" DRAWN Author JOB # 17-004 coma -mid .201.rhal Archt.., ,LC Urbal Arch tecture PLLC ard other p ht to sheet number al ------ ---------- LTG FIXTURE TOWEL RING LIGHT SWITCH GFI OUTLET TP DISPENSER BATH TYPE 4 18 CURTAIN ROD LIGHT SWITCHES TOWEL BAR BATHTUB INSERT W/ SURROUND PER OUTLINE SPEC CURTAIN ROD SHOWER HEAD -- BATHTUB INSERT W/ SURROUND PER OUTLINE SPEC BATH FAUCET — LTG FIXTURE CENTERED ON VANITY MIRROR CENTERED ON VANITY 'SPACER C 30' X 48" CLEAR FLOOR SPACE FLPACER FLOOR SPACE 48" X 60" CLEAR FLOOft SPACE TP DISPENSER O 2\ BATH TYPE 5 4'X 3' TRANSFERSHOWER PER OUTLINE SPEC TOWEL BAR LIGHT SWITCHES LTG FIXTURE LTG FIXTURE CENTERED ON - VANITY TOWEL RING MIRROR CENTERED ON VANITY GFI OUTLET 8 4' X 3' TRANSFER SHOWER PER OUTLINE SPEC 30' X 48" CLEAR FLOOR SPACE 48" X 60" CLEAR FLOOR SPACE A5.05/ 3/8" =1'-0 LTG FIXTURE CENTERED ON VANITY MIRROR CENTERED ON VANITY BATH TYPE 6 TOWEL RING LIGHT SWITCH GFI OUTLET CUTTAIN ROD SHOWER HEAD FAUCET BATHTUB INSERT AV SURROUND PER OUTLINE SPEC. CUTRAIN ROD SHOWER HEAD FAUCET BATHTUB INSERT WI SURROUND PER OUTLINE SPEC. BATHTUB INSERT W/ SURROUND PER OUTLINE SPEC. CURTAIN ROD BAR TP DISPENSER 48" X60"CLEAR FLOOR SPACE 30' X48. CLEAR FLOOR SPACE 60. X60. CLEAR FLOOR SPACE E 3A 30/ A5.0 38! l84 A5.05/ 3/8' = 1'-0" INTERIOR ELEVATION NOTES. UNIT ORIENTATION VARIES; REFER TO BUILDING PLANS (A1.02-A1.07) AND UNH PLANS (A2,01-A2.03) FOR ORIENTATION AND ADDITIONAL DIMENSIONS. REFER TO DOOR SCHEDULE FOR (A6.04) FOR DOOR SIZES AND INFORMTION. REFER TO SHEETS A010 AND A011 FOR GENERAL ACCESSIBILITY REQUIREMENTS AND DIMENSIONS. INTALL BACKING BEHIND ALL TOWEL BARS, GRAB BARS, AND CLOSET SHELVING DIMENSIONS TO FIXTURES ARE FROM FINISHED FACE 1 C REVIEWED FOR APPROVED APR O a 2010 OI-a P.rThInvIIo U16131NG PIVISIPf l RECEIVED CCTV OF TUKWILA JAN 1 1 2018 PERMIT CENTER URBAL ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East Score coo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 tcense 97T6 'REGISTERED ARCHITECT a11�� 'CHADA ENTZ� SLATD O, ASFiINGTO, DATE 01.10.2018 consultant logo project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submittals/re01810 100% SO PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2011 FOUNDATION ONLY PERMIT A 12.06.2017 BP CORR. 1I60%CD CHECK SET /\ 01.10,2018 drawing title INTERIOR ELEVATIONS - BATHROOMS drawing information DATE 01.10.2018 ---_- SCALE 3/8" =1'-0" DRAWN Author J08 # 17-004 copyright asheet umber LTG FIXTURE TOWEL RING GFI OUTLET IA SHELVING UGHTSWITCH SHELVING 4' X 3' TRANSFERSHOWER PER OUTLINE SPEC --- TOWEL BAR 4' X 3' TRANSFER SHOWER PER OUTUNE SPEC TP DISPENSER LTG FIXTURE CENTERED ON VANITY MIRROR CENTERED ON VANITY 0 A O 60" X 60° CLEAR FLOOR SPACE 30 X48° CLEAR FLOOR SPACE LTG FIXTURE CENTERED ON VANITY MIRROR CENTERED ON TOWEL RING VANITY SPACER BATH TYPE 8 LIGHTSWITCH GFI OUTLET — VANITY CURTAIN ROD SHOWER HEAD FAUCET BATHTUB INSERT W/SURROUND PER OUTLINE SPEC. CURTAIN ROD SHOWER HEAD FAUCET BATHTUB INSERT VW SURROUND PER OUTLINE SPEC. CURTAIN ROD BATHTUB INSERTWI SURROUND PER OUITLINE SPEC. 2J TOWEL BAR TP DISPENSER 60" X60" CLEAR FLOOR SPACE 48" X60" CLEAR FLOOR SPACE 30" X48" CLEAR FLOOR SPACE 3/8"= 1,-0" 4' X 3 TRANSFER SHOWER PER OUNNE SPEC. BATH TYPE 9 LTG FIXTURE LTG FIXTURE CENTERED ON VANITY LIGHT SWITCH MIRROR CENTERED TOWEL RING ON VANITY GFI OUTLET 2"SPACER TOWEL BAR TP DISPENSER — 4`X3'TRANSFER SHOWER PER OUTLINE SPEC. 30" X 48. CLEAR FLOOR SPACE 48. X 60" CLEAR FLOOR SPACE INTERIOR ELEVATION NOTES: 1, UNIT ORIENTATION VARIES; REFER TO BUILDING PLANS(A1.02A3.07) AND UNIT PLANS (A201-A2,03) FOR ORIENTAl10N AND ADDITIONAL DIMENSIONS. 2. REFER TO DOOR SCHEDULE FOR(A6.04) FOR DOOR SIZES AND INFORMTION. 3. REFER TO SHEETS A0.10 AND A0.11 FOR GENERAL ACCESSIBILITY REQUIREMENTS AND DIMENSIONS. 4. INTALL BACKING BEHIND ALL TOWEL BARS, GRAB BARS, AND CLOSET SHELVING 5. DIMENSIONS TO FIXTURES ARE FROM FINISHED FACE Los APPROVED APR 0 3 2018 G PIVI. I� TIIi _ rj SECEiV30 CFf`0 OF TUKWILA JAN 1 1 2018 PERMIT CENTER REALO ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 acense 9TT6 j RGOISTERED ARCHITECT STATE OP FES011 DATE 0110.2018 consultant logo project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKW ILA, WA 98188 key plan submi ('.Sala/revisions 100% SD PROGRESS PRINT 09.07.0017 BUILDING PERMIT SET 10.31.2017 n FOUNDATION ONLY PERMIT 1206.2017 a3-LA BP CORK, i I60%CD CHECK SET 1 01.10.20E1 drewing 0L{e INTERIOR ELEVATIONS - BATHROOMS drawing information DATE 01.10.2018 SCALE 3/8" =1'-O" DRAWN Author JOB 0 17-004 copyrighrit a�morn�vo�or 'trusheet number CURTAIN ROD SHELVING BATHTUB INSERT WI SURROUND PER OUTLINE SPEC. BATH TYPE 10 CURTAIN ROD BATHTUB INSERT W/SURROUND PER OUTLINE SPEC. LTG FIYTURE TOWEL RING LIGHT SWITCH GFI OUTLET LTG FIXTURE CENTERED ON VANITY MIRROR CENTERED ON VANITY TOWEL BAR TP DISPENSER CURTAIN ROD SHOWER HEAD FAUCET BATHTUB INSERT W/SURROUND PER OUTLINE SPEC, 48° X 6(P CLEAR FLOOR SPACE 60" X 60" CLEAR FLOOR SPACE 30° X 4K CLEAR FLOOR SPACE 3/8" =1°-0" LTG FIXTURE TOWEL RING GFI OUTLET BATH TYPE 11 TOWEL BAR LIGHT SWITCH T X 3 TRANSFER SHOWER PER OUTLINE SPEC. 4 X0TRANSFER SHOWER PER OUTLINE SPEC. TP DISPENSER T X 3' TRANSFER SHOWER PER OUTLINE SPEC. 1"ONE �2"SPACER LTG FIXTURE CENTERED ON VANITY MIRROR CENTERED ON VANITY 4-[ 30 X 48° CLEAR FLOOR SPACE 60" X 86" CLEAR FLOOR SPACE LTG FIXTURE CURTAIN ROD --- SHOWER HEAD BATHTUB INSERT VW SURROUND PER OUTLINE SPEC. BATH TYPE 12 LIGHT SWITCH BATHTUB BENCH CURTAIN ROD TOWEL BAR BATHTUB INSERT WI SURROUND PER OUTLINE SPEC. BATHTUB BENCH LTG FIXTURE TOWEL RING GFI OUTLET TP DISPENSER LTG FIXTURE CENTERED ON VANITY MIRROR CENTERED ON VANITY SPACER - CURTAIN ROD SHOWER HEAD BATH FAUCET BATHTUB INSERT W/SURROUND PER 011TUNE SPEC, /8" = 1°-0" TERIOR ELEVATION NOTES: UNIT ORIENTATION VARIES; REFER TO BUILDING PLANS (A102-AI 07) AND UNIT PLANS (A201-A203) FOR ORIENTATION AND ADDITIONAL DIMENSIONS. REFER TO DOOR SCHEDULE FOR (A6.04) FOR DOOR SIZES AND INFORM110N. REFER TO SHEETS A0.10 AND A0.11 FOR GENERAL ACCESSIBILITY REQUIREMENTS AND DIMENSIONS. INTALL BACKING BEHIND ALL TOWEL BARS, GRAB BARS, AND CLOSET SHELVING DIMENSIONS TO FIXTURES ARE FROM FINISHED FACE REVIEW D FOR C APPROVED APR 0 3 2016 lgt f ULpl A pIV IEiIra9I RECEIVE CITY OF TtUKYViLA JAN 1 1 2018 PERMIT CENTER ORAL," ARCHITECTURE URRANIRURAL 1938 Fairview Avenue East SVITE ion Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com r 206-257-0972 hcesse 07Z6 �RARCt1100EGISTE.RE00D ' '..--� CHAD A f t0°NT'L I 1'A'Ti OF° IA DATE 01.10.2018 consultant logo project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submittals/revisions 100%86PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT 12.052017 � BP CORR. 1160%CD CHECK SET! 1 \ 01.10.2018 drawing title INTERIOR ELEVATIONS - BATHROOMS drawing Inform8Uon DATE 01.10.2018 SCALE 3/8" =1'-0" DRAWN Author JOB # 17-004 copyright Imo":aG�msheet number A TOWEL BAR TP DISPENSER BATH TYPE 13 /8 4'X0TRANSFER SHOWER PER OUTLINE SPEC, 4' X 3' TRANSFER SHOWER PER OUTLINE SPEC, SHELVING — LIGHT SWITCHES (DI LTG FIXTURE TOWEL RING GFI OUTLET LTG FIXTURE CENTERED ON VANITY ,L MIRROR CELRERED ON VANITY 1'3" 26" 2 SPACE iD FLOOR SPACE 48" X 6P CLEAR FLOOR SPACE 30" X48"CLEAR FLOOR SPACE s7 IA J CURTAIN ROD -- SHOWER HEAD FAUCET BATHTUB INSERTWI SURROUND PER — OUTLINE SPEC, 21 BATH TYPE 14 AS 08 CURTAIN ROD SHOWER HEAD FAUCET BATHTUB INSERTWI SURROUND PER — OUTLINE SPEC. 8 LTG FIXTURE TOWEL RING GFI OUTLET LTG FIXTURE CENTERED ON VANITY MIRROR CENTERED ON VANITY 8 TOWEL BAR LIGHT SWITCHES TP DISPENSER HEIGHT OF TUB BEYOND 60"X60"CLEAR FLOOR SPACE {-- 48" X 0000R SPACE CLEAR FLOOR" 30' X 48" CLEAR FLOOR SPACE INTERIOR ELEVATION NOTES. 1. UNIT ORIENTATION VARIES; REFER TO BUILDING PtANS(A1,02A1.0'O AND UNIT PLANS(A201-A203) FOR ORIENTATION AND ADDITIONAL DIMENSIONS. 2. REFER TO ODOR SCHEDULE FOR (A6.04) FOR DOOR SIZES AND INFORMTION. 3. REFER TO SHEETS A0.10 ANDAOII FOR GENERAL ACCESSIBILITY REQUIREMENTS AND DIMENSIONS. 4. INTALL BACKING BEHIND ALL TOWEL BARS, GRAB BARS, AND CLOSET SHELVING 6. DIMENSIONS TO FIXTURES ARE FROM FINISHED FACE REVIEWED FOR C APPROVED APR 0 3 2018 611fr©fTHMAIe 3411-PINP DIVINIt00 RECEIVED C(TG OF TUKWILA JAN 1 1 2018 90901IT CENTER UFBA1 ARCHITECTURE URBAUIRURAL 1938 Fairview Avenue East score r00 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license �9�76'RE vamp EGISSF,CT HH D (W`,—"\. C STATE Of ACF170, DATE 01.10.2018 consultant logo project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submittals/revisions 100%SD PROGRESS PRINT 09,07,201T BUILDING PERMIT SET 10,31,201T FWNDATION ONLY PERMIT 12.06.2017 BP CORR. 1160% CD CHECKSET� 01.10.2018 drawing title INTERIOR ELEVATIONS - BATHROOMS drawing Information DATE 01.10.2018 SCALE 378" =1'-0" — ---- DRAWN Author JOB N 17-004 opyright ava"n>3uon o. Aasheet number m �t. •l ,<F l�= LTG FIXTURE CENTERED ON VANITY MIRROR CENTERED ON VANITY PROVIDE GRAB BAR REINFORCING PER ANSI 1004.11,1 ADA BATH TYPE 1 LTG FIXTURE TOWEL RING LIGHTSWITCHES GFI OUTLET 3'X3'SHOWER PER OUTLINE SPEC UGM SWITCHES PROVIDE GRAB BAR REINFORCING PER ANS11004.11.1 - SAT SHOWER PER 36. X48"CLEAR OUTLINE SPEC FLOOR SPACE 60' X 60" CLEAR FLOOR SPACE TOWEL BAR PROVIDE GRAB BAR REINFORCING PER ANSI 1004,11.1 TP DISPENSER PROVIDE GRAB BAR REINFORCING PER ANSI 1004.11.1 30" X 46' CLEAR FLOOR SPACE AS, D9 IB^ = 1-0' LTG FIXTURE CENTERED ON VANITY MIRROR CENTERED ON VANITY 1 ADA BATH TYPE 2 �D>9 31B" = 1'0" ADA BATH TYPE 3 3' X 4'SHOWER PER OUTLINE SPEC TOWEL BAR PROVIDE GRAB BAR REINFORCING PER ANSI 1004.11.1 TP DISPENSER ROLL IN SHOWER SURROUND PER SPEC LIGHT SWITCHES 3' X 4' SHOWER PER OUTLINE SPEC PROVIDE GRASP BAR REINFORCING PER ANSI1004.11.1 ROLL IN SHOWER SURROUND PER SPEC BEYOND PROVIDE GRAB BAR REINFORCING PER ANSI 1004,11,1 TP DISPENSER SHELVES HELVES PROVIDE GRAB BAR REINFORCING PER ANSI 1004.11.1 ROLL IN SHOWER _ SURROUND PER SPEC 8 LTG FIXTURE TOWEL BAR LIGHT SWITCHES GB OUTLET LTG FIXTURE CENTERED ON VANITY MIRROR CENTERED ON VANITY INTERIOR ELEVATION NOTES: 1. UNIT ORIENTATION VARIES; REFER TO BUILDING PLANS(A1.02Al.07) AND UNIT PLANS(A2.01-A203) FOR ORIENTATION AND ADDITIONAL DIMENSIONS. REFER TO DOOR SCHEDULE FOR (A6,04) FOR DOOR SIZES AND INFORMTION. 3, REFER TOSHEETS AO,I0 AND A011 FOR GENERAL ACCESSIBILITY REQUIREMENTS AND DIMENSIONS, INTALL BACKING BEHIND ALL TOWEL BARS, GRAB BARS, AND CLOSET SHELVING 5. DIMENSIONS TO FIXTURES ARE FROM FINISHED FACE PROVIDE GRAB BAR REINFORCING PER ANSI 1004.11.1 30" X 48' CLEAR FLOOR SPACE B0"X60"CLEAR FLOOR SPACE 60" X 60. CLEAR FLOOR SPACE 30" X 48'CLEAR FLOOR SPACE PROVIDE GRAB BAR REINFORCING PER ANSI 1004.11.1 AND SHOWER SEAT INSTALLATION PER ANSI 608,2.1.3 APPROVED PR032016 EftY aril kwrllR tJIL 0IN DIVi91pn0j RECEIVED CITY OP TUKWILA JAN 1 1 2016 PERMIT CENTER UR AL ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 licens 9776 REGISTERED ARC141TECT P I.\ CMO 1 ENTZI 'i ATD OIr1M1AS1iINGTO DATE 01.10.2018 consultant Togo project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submittals/revisions 173500 PROGRESS PRINT 69,072017 BUILDING PERMIT SET 10,312017 FOUNDATION ONLY PERMIT E1 12. .2017 BP CORR. i I60%CD CHECK SET 01,10.2018 drawing title INTERIOR ELEVATIONS - BATHROOMS drawing information DATE 01.10.2018 SCALE 3/8"=1'-0" DRAWN Author J08 # 17-004 copyright a,no�w�a .o°Isheet number 0 LIGHT FIXTURE MIRROR 1,4C07D.-12 ..x,1 H 8 CD COMMON AREA MAILROOM 3/8" 150" STALL PARTITION GRAB BARS GRAB BARS SEE 8/A.10 FOR GRAB SEE 8/A.10 FOR BAR PLACEMENT GRAB BAR REQUIREMENT PLACEMENT REQUIREMENTS TP DISPENSER LI MENS W.0 FLOOR PLAN PARTITION 0005 LE`2 _J' 111 ° 11 RECESSED TRASH AND PAPER TOWEL DISPENSER INSULATE OR COVER LAVATORY TAILPIPE AND HOT WATER LINES A5.10 A5.10 PARCEL MAIL ROOM [TOTAL MAILBOXES: 180 PROVIDE GRAB BAR REINFORCING PER ANSI 1034.11.1 601 X 601 CLEAR FLOOR SPACE A5.10 WOMENS W.C. FLOOR PLAN PARTITION GRAB PARS SEE 851.10 FOR GRAB BAR SEE 8/A.10 FOR PLACEMENT GRAB BAR REQUIREMENTS PLACEMENT REQUIREMENTS TP DISPENSER RECESSED TRASH AND PAPER TOWEL DISPENSER INSULATE OR COVER LAVATORY TAILPIPE AND HOT VVATER ONES 556 1/4° 253 4. 3-31/2° 6-1 3/4° 3C '&4^ 5531 601 X60° CLEAR FLOOR SPACE PROVIDE GRAB BAR REINFORCING PER ANSI 1004.11.1 R./IEWED FOR ODE-COMPtI89RCE- 4. APPROVED APR 0 3 2010 30, ILFI INTERIOR ELEVATION NOTES: 1. UNIT ORIENTATION VARIES; REFER TO BUILDING PLANS (A1.02.A1.07)AND UNIT PLANS (A2.01A2.03) FOR ORIENTATION AND ADDITIONAL DIMENSIONS, 2. REFER TO DOOR SCHEDULE FOR (A6.04) FOR DOOR SIZES AND INFORMTION. 3. REFER TO SHEETS A0.10 AND A0.11 FOR GENERAL ACCESSIEIUTY REQUIREMENTS AND DIMENSIONS, 4. INTALL BACKING BEHIND ALL TOWEL BARS, GRAB BARS, AND CLOSET SHELVING 5. DIMENSIONS TO FIXTURES ARE FROM FINISHED FACE RECEIVED CrfY OF TIJKWiLA JAN 1 1 2018 PERMIT CENTER U zAL. ARCHITECTURE' uRBANIRuRAL 1938 Fairview Avenue East suise too Seattle, WA 98102 info@urbalarchitecture.com www.urbalarohitecture.com T 206-257-0972 ken. T6 MVP .---- a Ten4 Domsziz DATE 01.10.2018 consultant logo project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan subnuttals/revidons 100% SO PROGRESS PRINT 09.01,2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT 12.06.2017 BP CORR. II 60% CO CHECK S 01.1E2018 - _ draping tad INTERIOR ELEVATIONS - COMMON AREAS drawing information DATE 01-10.2018 CEMIEME JOB # 17-004 copyright tgOli°„ re sheet pumper yak URBALO ARCHITECTURE URBANIRURAL GRAB BARS SEE 81A,10 FOR GRAB BAR PLACEMENT REQUIREMENTS TP DISPENSER INSULATE OR COVER LAVATORY TAILPIPE AND HOT WATER LINES (Th L2 W.C. FLOOR PLAN 3 W.C. 1 FLOOR PLAN RECESSED TRASH AND PAPER TOWEL DISPENSER A5.11 e) L3 W.C. 2 FLOOR PLAN 3/a" =1'.4P INTERIOR ELEVATION NOTES' 1. UNIT ORIENTATION VARIES; REFER TO BUILDING FLANS(A1.02-A1.07) AND UNIT PIANS(A2,01-A2,03) FOR ORIENTATION AND ADDITIONAL DIMENSIONS. 2. REFER TO DOOR SCHEDULE FOR(A8.04) FOR DOOR SIZES AND INFORMTION. REFER TO SHEETS A010 AND A0.11 FOR GENERAL ACCESSIBILITY REQUIREMENTS AND DIMENSIONS. 4. INTALL BACKING BEHIND ALL TOWEL BARS, GRAB BARS, AND CLOSET SHELVING 8. DIMENSIONS TO FIXTURES ARE FROM FINISHED FACE PARTITION 0 RECESSED TRASH AND PAPER TOWEL DISPENSER GRAB BARS SEE 8/A.10 FOR GRAB BAR PLACEMENT REQUIREMENTS PARTITION GRAB BARS SEE 8/A.10 FOR GRAB BAR PLACEMENT REQUIREMENTS TP DISPENSER RECESSED LIGHT FIXTURE TRASH AND PAPER TOWEL MIRRO OISPENER INSULATE OR COVER LAVATORY TAILPIPE AND HOT WATER LINES GRAB BARS SEE S/A.1O FOR GRAB EAR PLACEMENT REQUIREMENTS GRAB BARS GRAB BARS SEE 8/A.10 FOR GRAB SEE 8IA.10 FOR GRAB BAR PLACEMENT BAR PLACEMENT REQUIREMENTS REQUIREMENTS TP DISPENSERS PARTITIONS GRAB BARS SEE 80,10 FOR GRAB BAR PLACEMENT REQUIREMENTS li _ I I 2A I1A120. 2C Y. if J W-. A 18 REVIEWED FOR -CBBE-6490APLIATICE- APPROVED APR 0 3 2016 90 9f '1119x11A i 11U1 IN01 PIVI0l0hl RECEIVED CrrY OF TUKW; LA JAN 1 1 2018 PERMIT CENTER 7938 Fairview Avenue East SUITE roo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 DATE 01.10.2018 onsul taut logo project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key PI ubmlttal /revisions 100%SD PROGRESS PRINT BUILDING PERMIT SET FOUNDATION ONLY PERMIT 090%.2017 0.31.2017 2.06.2017 BP CORR.1/60%GOCHECK SET/,\ 01 Ing title INTERIOR ELEVATIONS - COMMON AREAS drawing Information DATE 01.10.2018 SCALE DRAWN Autho OB 8 17-004 o0Yh0h heetnumbe FINISH FLOOR FINISH FLOOR C3 FIXED C2 FIXED W/ CASEMENT FL FINISH FLOOR FINISH FLOOR ''f FINISH FLOOR FINISH FLOOR F2 FIXED W/ CASEMENT F1 FIXED W/ CASEMENT C1 FIXED W/ CASEMENT DO" FINISH FLOOR ,<> FIXED W/ CASEMENT DO" FINISH FLOOR E4 SLIDER E3 SLIDER B1 FIXED W/ CASEMENT SG E2 SLIDER FINISH FLOOR U' FINISH FLOOR OFIXED W/ CASEMENT FINISH FLOOR FINISH FLOOR OFIXED W/ CASEMENT 0> FIXED W/ CASEMENT 1/4" _1.-0" 8-0' 1 FINISH FLOOR SLIDER ND" O FIXED 0 FINISH FLOOR <j FIXED O FIXED 4 FINISH FLOOR FINISH FLOOR 2 FINISH FLOOR OFIXED W/ CASEMENT O FIXED W/ CASEMENT 1/4"=,'-O REVIEWED FOR OODE-DOMPtIARCE APPROVED ApR032010 = Eiv OF TUK4Vi L� JAN 1 1 2018 PERMIT CENTER UREALO ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE loo Seattle, WA 98102 fo@urbalarchitecture.com ww.urbalarchitecture.com T 206-257-0972 AFE 0!A STATE 1 RENTZ SHINGTO DATE 01.10.2018 consultant logo project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan ubmlttaIs/revisions 1005 SO PROGRESS PRINT 09.01.2017 BUILDING PERMITS ET 10,31.2011 FOUNDATION ONLY PERMIT 12.06.2017 8P CORR.1 t 605 CO CHECK SET /, \ 01.10.2018 drawlog Information DATE 01.10.201 SCALE 1/4" = i'-0' DRAWN Autho 004 L SO' T0" 4 15E' I l SG G be tb 4'=10" SG 4 6.71/4" LEVEL30'-0 2 SG N SG T-0 3-0" 1Q-05/0" 12'' 03/4" 6'-21/2' 4 s-0" /4" T—� 4'-21/4" 3,33/4" 4" = 1',0" 15'6" 9" 11'-0" 3. -7 I ` SG LEVE 28'LI-0" LEVEL1 20'0" LEVELI 28'A LEVE30L02 " LEVEL2 39'-0' ----REVIEWEDFOR CDDEC6MPDNeEt APPROVED APR 0 3 2016 RECEIVED Y OF TUKWILA JAN 1 1 2018 RMIT CENTER LEVELI 28.-0" UR AL1 ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 nfo@urbalarchitecture.com Nww.urbalarchitecture.com T 206-257-0972 license DATE 01.10.2018 consultant logo project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan bmlttals/revlsons 0%SOPROGRESSPRINT 09.07.201 BUILDING PERMIT SET 10.31.20 FOUNDATION ONLY PERMIT 12.062017 BPCORR. 1 i60% CO CHECK SEi 1 01.10.2018 DATE drawing title STOREFRONT WINDOWS mewing in/ormaao 01.10.2018 SCALE 1/4" =1'-0' DRAWN Autho JOB 17-004 opyrigh heat numb A6.01 - WINDOW SCHEDULE (VNL) MARK STYLE FRAME GLAZING FINISH COLOR U-VALUE SHGC OUR Window Area (rectangular) NOTES COMMENTS Al C VNF !INS FAF WHITE 0.26 0.18 39 SF A2 C VNF !INS FAF WHITE 0.26 0.18 39 SF B1 C'I VNF !INS FAF WHITE 0.26 0.18 59 SF B2 C VNF TINS FAF WHITE 0.26 0.18 59 SF Cl 0 ''i VNF IINS FAF WHITE 0.26 0.18 20 SF C2 C i VNF INS FAF WHITE 0.26 0.18 20 SF C3 F !VNF INS FAF WHITE 0.26 0.22 20 SF C4 A VNF INS FAF WHITE 0.26 0.18 20 SF 12 SF D F VNF INS FAF WHITE 0.26 0.22 E1 SL VNF INS,T FAF WHITE 0.29 0.22 64 SF E2 SL VNF 'INS, T FAF WHITE 0.29 0.22 64 SF E3 SL I I INS, T FAF WHITE 0.29 0.22 48 SF E4 SL 'VNF jjINS, T FAF WHITE 0.29 0.22 48 SF F1 C I VNF INS FAF [BLACK 0.26 0.18 21 SF F2 C l VNF TINS FAF BLACK 0.26 0.18 21 SF ! G F VNF 'INS,T FAF BLACK 0.26 0.18 32 SF H F VNF INS, T FAF BLACK 0.26 0.18 28 SF J C VNF INS, T FAF BLACK BLACK 0.26 0.26 0.18 32 SF K C VNF INS, T FAF 0.18 39 SF M C VNF INS, T FAF BLACK 0.26 0.18 35 SF WINDOW SCHEDULE - RELITES MARK STYLE j FRAME GLASS FINISH ! U-VALUE r SHGC AREA (SF) NOTES COMMENTS 455F 49 SF 90 SF 117SF 117 SF 40 SF WINDOW SCHEDULE - STOREFRONT MARK STYLE FRAME l GLASS ( FINISH U-VALUE SHGC J_ AREA(SF) I NOTES I COMMENTS 39 SF 81 SF [ISISIIIAL INS,T FAF, BLACK 0.330 0.33 35SF S2 AS AL INS,T FAF, BLOCK 0.330 0,33 35SF S3 S4 a AS AL AS AL INS,T INS,T FAF, BLACK FAF, BLACK 0.330 0.330 0.33 0.33 56 SF 95 SF (, S5 AS AL AL INS,T INS,T FAF, BLACK FAF, BLACK 0.330 0.33 0 33 56 SF -_ 28 SF AL INS,T FAF, BLACK 0.330 0.33 108 SF S8 AS AL INS FAF, BLACK 0.330 033 40 SF S9 AS AL INS,T FAF, BLACK 0.46 CESIIIIIIEEIIIIIII 111 S10 AS AL INS,T FAF, BLACK 0.46 022 114 SF S11 AS AL INS,T FAF, BLACK 0.330 0,33 119 SF S12 S13 AS AL AS AL INS,T INS,T FAF, BLACK FAF, BLACK 0.330 0.330 0,33 0.33 70 SF 84 SF �AS AL INS,T FAF, BLACK 0.330 ElliM� 79 SF 35SF 91 SF S15 AS AL INS,T FAF, BLACK 0.330 0.33 S16 AS AL INS FAF, BLACK 0.330 0.33 S17 AS AL INS,T FAF, BLACK 0.330 0.33 EILIMMMIII INS,T FAF, BLACK 0.330 F AL INS,T FAF, BLACK 0.46 0.22 OEM S20 45 SF : S21 AS AL INS,T FAF, BLACK 0.330 0.33 108 SF IS22 jjj---- 1323 AS AL l INS,T AS AL I,INS,T FAF, BLACK FAF, BLACK 0.330 0.330 0.33 ---------- 0.33 64 SF ------ 32 SF --- I S24 AS AL I INS,T FAF, BLACK 0.330 0.33 124 SF S25 AS AL [INS FAF, BLACK 0.31 0.24 46 SF '526 ___ ' S27 AS_ AL AS AL iINS FAF, BLACK FAF, BLACK 0.330 0.330 0.33 0.33 99 SF I 80 SF ........... INS S28 AS IAL INS FAF, BLACK 0.330 EgillillAS IAL INS FAF, BLACK 0.330 0.33 96 SF IS AS AL INS,T FAF, BLACK 0.330 0.330 0.33 0.33 29 SF 91 SF S31 AS 1AL INS,T FAF, BLACK S32 AS JAL INS,T FAF, BLACK 0.330 0.33 43 SF j533 AS AL ,INS,T FAF, BLACK 0.330 0.33 79 SF S34 I S36 AS AL IINS,T FAF, BLACK 0.330 0.33 24 SF AS IAL INS,T FAF, BLACK 0.330 0.33 79 SF S37 AS !AL INS,T FAF, BLACK 0.330 0.33 l75SF 1 S38 AS !AL INS,T FAF, BLACK 0.330 0.33 51 SF I S39 AS IAL INS,T FAF, BLACK 0.330 0.33 51 SF S40 AS AL INS,T FAF, BLACK 0.330 0.33 64 SF IS41 AS AL INS,T FAF, BLACK 0.330 0.33 64 SF ABBREVIATIONS: A AWNING AL ALUMINUM AS ALUMINUM STOREFRONT CASEMENT CL CLEAR FINISH DH DOUBLE HUNG FIXED FAF FACTORY APPLIED FINISH FBG FIBERGLASS INS INSULATED - LOWS P PICTURE PTD PAINTED RI INTERIORRELIITE SAF SAFETY LAMINATE SH SINGLE HUNG SG SAFETY GLAZING SL SLIDING TEMPERED TRANS TRANSLUCENT GLAZING VNF VINYL NAIL -FLANGE WC W00D.CLAD W WOOD REVIEWED FOR APPROVED APR 0 3 2018 f11�y CafTO 1 Itf? R VtE RECEIVED CHT`.' OF TUKWILA JAN 1 1 2018 PERMIT CENTER UR AL ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUM Lao Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 Imense .7'6 RARCHITECTEGISTERED \ ' Wed' Wed Ea DATE 01.10.2018 consultant logo project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submgtals/revisions 100% SO PROGRESS PRINT 09.07.2017 BUILDINGPERMIT SET 10.31.2017 FOUNDATION ONLY PE IT /Ft1 12.06.2017 BP CORR. 1160% CD CHECK SET \ 01.10.2018� drawing title WINDOW TYPES & SCHEDULE arawmg Information DATE 01.10.2018 SCALE 1/4" =1'-0" DRAWN Author JOB 00 17-004 copyright sheot number . ' t A6.03 . DOOR SCHEDULE (NON RES) DOOR LOCATION INT/EXT LEAF SIZE CONSTRUCTION FRAME FINISH FRAME COLOR PANEL COLOR GLAZING FIRE RATING LLVALUE AREA NOTES COMMENTS ABBREVIATIONS: EVEL 101C 101D 104A 104B 108A 108E 109A RESIDENTIAL PARKING GARAGE RESIDENTIAL PARING GARAGE SIDENTIAL PARKING GARAGE RESIDENTIALPARI(ING GARAGE SECONDARY PARKING SECONDARY PARKING SECONDARY PARKING ENTRY VESTIBULE OBBY OBEY GREAT ROOM HVAC WOMENS HVAC ASSIST.MANAGER MANAGER'S OFFICE SPRINKLER CONT. RM, FIRE CONT. RM. TRASH/ RECYCLE RESIDENTIAL PARING GEN. RM GEN. RM SWITCH RM. SWITCH RM. TRANSF. TRANSF, RESIDENTIAL PARING GARAGE 20B ITCHEN 201A 20)8 202A 28 8 205 207 STAFF ROOM CONFERENCE ROO OBBY TAIRC DENTAL PARING STIBUL READINGMI LOUNG HVAC THEATER THEATER WC A 3-0"x 71-0' A 3-01x T-01(2) C 3110E2 TO" 33012 TM (2) 341 x7-0"(2) AG 330137-0' AG 3-0" x 710E AG 3-0" x T-0'------ AG A 30"2D01 A 3'-01x7301E 0"xT-D HM -0 -0 HM MAINTENANCE OFFICE/STORAGE INT A 210 004410OR 211 RESIOENTSTORAGE 212 213 E202 8200A-1 S200A-2 5200E 82000 MECH TRASH RM LEV. LOBBY TAIRA AIRA STAIRS STAIR LEVEL 300E DGRRIIX 301 FITNESS 08E 308C 0A 08 IA WOMENS LANDSCAPED COURTYARD CHEF'S KITCHEN LANDSCAPED COURTYARD iV/FLEX AREA HVAC LANDSCAPED COURTYARD LANDSCAPED COURTYARD SZEIIIIIIIIIIII® 4 400B SALON CORRIDOR STR HOT TUB AREA HOT TUB AREA STAIR A STAIR B STAIR CO �AGENESZKEEIMEN1111111 INT A 3-01x TM (2) HM FM A INT EXT INT INT x 7'-01 2-61 x 6210" 2-61 x 6-10" (2) HCW 2-61 x6-10E(2) HCW 3-0' x T-0" HM 3-0"xT-0' LAG HM K 12-0"271-10" A 3-0" x 730" INT A INT A INT A INT 'A 3-0"x7-0" INT A 401 RES. STORAGE INT 403E IDF 404A TRASH DOA STAIR 00B .STAIR8 00C [ STAIR C LEVEL 5 MIME EMI A A 3-0"x50' 27 'MTL HM HM 2) 0" HM 0 HM INT B -0 -0 HM ®� HM IN FAF PT5 (MATCH) FAF PT5 (MATCH) PT5(MATCH) TBD PT5 (MATCH) PIS (MATCH) I PT5 (MATCH) PT5 (MATCH) PT5 (MATCH) TBD TBD TBD TBD TBD TBD PT5 PT5 HM P HM P HM 1P AL FAF AL [FAF TBD AL FAF PT5(MATCH) P PT5 P TBD PT5 BD CL CL CL CL CL CL PT5 (MATCH) [CL PT5(MATCH) CL TBD CL TBD TBD FAF PT5 (MATCH) PT5(MATCH) TBD TBD PT TCH) TBD TBD TBD TBD AFFT5(MATCH) D TBD 5(M8TCH) PT5 (MATCH) TBD PT PT TBD TBD T8D TBD TBD TBD TBD BD TBD TBD P TBD TBD TBD M TCH) TBD TBD TBD TBD TCH) TBD TBD TBD TBD TCH) TCH) TBD TBD P T8D P TBD TBD TBD TBD TBD TBD TBD TBD N. SEE DO 20 MIN. 20 MIN. 20 MIN. 90 MIN. T90MIN, 90 MIN 90 MIN, 90 MIN. 90 MIN. IN. IN 20 MIN, 2 OMIN -® 20 MIN. 20 90 IN. CW Cl, PI, P2, P3, P4, P5, A2 19, CI, Pt, P2, P3, P4, P5, 16 SEE WINDOW S40 L6, Cl, P1, P2 P3, P4, P5,A2 SEEWINDCW S9 P2, P3, P4, P5, A2 L6 L6, L9, C1, Pt, P2 P3, P4, P5, A2 L2, 1.6, L9 C1, P1, P2, P3, P4, P5, A2 L11, C1, PI, P4, P5, A2 L11, C1, P1, P4, P5, A2 LB C1, P1, P4, P5, A2 L9, C1, PI, P2, P3, P4, P5, A2 L1, P1 L11, C1, P1, P4, P5, Al, A2 L11, C1, P1, P4, P5A1,A2 L5, C1, Pt, P4, P5, A2 L1, P1 L5, C1, P1, P4, P5, A2 L6, CI, P1, P4, P5, A2 L5, C1, PI, P2, P3, P4, P5, A2 L5, CI, PI, P2, P3, P4, P5, A2 L5, C1, P1, P2, P3, P4, P5, A1, A2 L12 L5, C1, P1,P2, P3, P4 P5, A1, A2 L5, CI, PI, P2, P3, P4, P5, Al, A2 1.5, C1, P1, P2, P3, P4, P5, A2 125, C1, P1, P2, P3, P4, P5, A2 125, CI, Pt, P2, P3, P4, P5, Al, A2 L5, C1, P1, P2, P3, P4, P5, Al, A2 TOTAL 20 SF OPEN LOUVER 16, C1, Pt, P2, P3, P4, P5, L5, 19, Cl, P1, P4, P5, A2 L6, C1, Pt, P2, P3, P4, P5, A2 L8, C1, P1, P3, P4, P5, A2 L6, C1, P1, P3, P4, P5, A2, L6, L9, C1, P1, P2 P3, P4, P5, A2 L9, Ct, Pt P2, P3, P4, P5 C1, P1, P3, P4, P5, A1, 1, P1, P2, P3, P4, P5, A1, A2 1, P1,122, Pa P4, P5, A1, A2 6, CI, P1, P2 P3, P4, P5, A2 11, P1, P4, P5 P1 L9, C1, S1, P1, P4, A2 L6, L9, C1, PI, Pa 123, P4, P5, Al, A2 L4, C1, Pt. P3, P5, Al CI, P1, P3, P4, P5, A1, A2 L6 CI, Pt, Pa PIIIMIMIianP5,2MMMIMNINMI 3, C1, C3, P1, P3, P4, P5, A1, A2 6, C1, Pt, P3, P4, P5, At, A2 P3, P5, A2 P3, P4, P5, A2 L9, Ci P1,P2, P3, P4P5 At, A2 L9 C1, P1, P3 P4,P5, Al , P1, P3, P4, P5, Al, A2 , Pt, P2, P3, P4, P5, Al, L9, C3, P1, P3, P5, A1, A2 6, C1, P1, P3, P4, P5, Al, A2 , P1, P3, P4, P5, Al 6, Ci, P1, P2, P3, P4, P5 Li, P L6, C1,P1, P3, P4, P5, A1, A2 LATCH . HARDWARE PER MFR L11, A10 L1, P1 L11, C1, P1, P4, P5, A2 L1I, C1, P1, P4, 215, A2 L6, CI, P1, P2 P3, P4, P5 Ci, PI,P3, P4,P5, A1, A2 LATCH +HARDWA_RE PER MRLs,, GI, P1, P3,P4, PSA1,A2 L1, P1 L9, C1, P1, P2,P3, P4,P5, L9, C1, Pt, 1,2, P3, P4, P5, A2 15, C1, P1, P3, P4, P5, A1, A2 1 P1, P3, P4, P5, Al, A2 1, P1, P3, P4, P5, A1, A2 L5, CI, P1, P3, P4, P5, A1, A2 L5, C1, P1, P3, P4, P5 A1, A2 LB, CI, PI, P3,, P4, P5, At, A2 L4, C1, Pt, P3, P5, Al L5, Cl, P1, P4, P5, A2 L6, L9 L9 C1, P1, P3, P4, P5, A1, A2 L9, CI, P1, P3, P4, P5, A1, A2 L9, C1, Pt, P3, P4, P5, A1, A2 L9, L6 C3, Pt Pt Cl, P1 P3, P5, Al, A2 P3, P4, P5, A1. P3 P4,P5, At, L5, C1, P1, P3, P4, P5, A1, A2 A1, A2 L9,, C1, Pt, P3, P4, P5, At LE' C1, P1, P3, P4, P5, At L9, C1, Pt. P3, P4, P5, At 5008 50 2 A Oh LEVEL6 CORRIDOR RES. STORAGE ELEC. CLOSET IDF/ EIFC DF/ELEC TRASH STAIR STAIR STAIRC NT NT NT NT NT A A A A A -0"x T-0'(2) [H 3-0"xT-0" 3-0 x 7'-0" 3-0 x T-01 3301 xT-0" HM HM HM HM HM HM HM HM PP HM P HM P HM P HM P TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD 20 MIN. 20 MIN. 20 MIN, 20 MIN, 45 MIN. CW 90 MIN. CW 90 MIN. CW 90 MIN. C3, P1, P3, P5, A1, i, P1, P3, P4, P5, Al Pt, P3, P4, P5, Al C1, Pt, P3, P4, P5, A1, A2 C1, P1, P3, P4, P5, A1, A2 C1, Pt, P3, P4, P5, A1, A2 1, Pt, P3, P4, P5, At, A2 L9, C1, P1. P3, P4, P5, A1, A2 L9, C1, E1, P3, P4, P5, A1, A2 CORRIDOR NT A 3-0"x T-0'(2) HM HM T80 TBD 90MIN. L9C3, P1, P3, P5 A1, A2 RES. STORAGE INT A 3-0°x7-0' HM HM TBD [TBD 20MIN. L6, C1, P1, P3, P4, P5, At, A2 ELEC. CLOSE) NT A 3'-0"x7-0 HM HM TBD 'TBD 20 MIN. L5, C1, P1, P3, P4, PE, A1, A2 603A IDP M A 13-0°xT-0" HM HM TBD TBD 20 MIN. LS, Ci, Pt, P3, P4, P5 AL A2 603B IDF NT A 3110Ex7'-0" HM HM TBD 1BD 20MIN, L5 C1Pi, P3, P4, P5, AI,A2 604A TRASH NT A 3-0"x7'-0° HM HM TBD TBD 45MIN. Lt t, Ci P1, P3 P4, P5, A1,A2 Sfi011A STAIR NT B 3'-0"x7-0" HM HM TBD TBD CW SO IN, L9, Ci,P1, P3, P4, P5, Ai, A2 S6008 STAIR NT B 3-0"x T-0" HM HM TBD TBD CW 90MIN. 49, C1, P1, P3, P4, P5, A1, A2 S600C STAIR NT B 3'-0'xT-0' HM HM TBD TBD CW 90MIN. L9, C1, Pt, P3, P4, P5, Al LEVEL] ]DOB CORRIDOR M A 3-01x T-0"{2) HM HM P 1TBD IERIMIIIIMI�- L9,C3, P1,P3,F5, A1, A2 701 RES. STORAGE M A 3-0,795 HM HM P TBD ' L8, 01, P1, P3, P4, PS, A, A2 702 ELEC. CLOSET NT A 3-0' x 7-0" HM HM P TBD WIIIIIIIIIIIIIIIIIIIIISEMIIIIIIIII L5, Ci, PI, P3, P4, P5, AI, AZ 703A IDF NT A 3-0'x7'-0" IM11.11111011=1.111TBD TBD 20 MIN. t6, C1, P1, P3, P4, P5 A1, A2 7038 IDF NT A 3'-0"x 7' 11311.M.1111TBD TBD 20 N. L5, C1, P1, P3, P4, P5, Al, A2 704 TRASH RM NT A 3'-0"x T-0" NM HM P TB0 TBD ® P3,4, 5, AI, A2 L9, S700A STAIR M B 3-0"xT-0" HM HM P TBD TBD 90 MIN. CI, I.PI, L9, C1, P1, P3, P4 P5, A1, A2 S7008 STAIRS M B 3'-0"x7-0' HM HM P TBD TBD 90MIN. L9, C1, P1, P3, P4, P5, Al, A2 S700C STAIR NT B 3-0'x T-0" HM HM P TBD TBD 90 MIN. L9, C1, P1, P3, P4, P5, Al, A2 T.O. ROOF 881 ELEV. CONTROL RM EXT A 3301x7-0' HM HM P PT5 PT5 L5, C1, P1, P2, P3, P4, P5, A2 802 ELEV. CONTROL RM EM A 3-01x730' HM HM P P15 PT5 19, C1, PI, P2, P3, P4, P5, A1, A2 403 WATER BOILER RM EM A 3-63x7-0" HM HM P 1PT5 258 L9, C1, P1, P2, P3, P4, P5, A1, A2 S80013 STAIR Ea B 336272 HM IHM P I PT5 PT5 CW 90 MIN. L9, CI, PI, P2, P3, P4, P5, Al, A2 AL ALC AN ASTB CL CW DG FG FAF FL GS HCW HM INS IR LVR 82 MP MIL PREF 50w SCW SG SL SLD ST STL TRANS V WED WG WP WWM ALUMINUM & GLASS ALUMINUM ALUMINUM CLAD ANODIZED ALUMINUM STOREFRONT THERMAL BREAK CLEAR CLEAR WIRED GLASS DOUBLE GLAZED LOW-E GLAZING FRENCH DOORS FROSTED GLASS FACTORY APPLIED FINISH FLUSH GARAGE SECTIONAL DOOR (STEEL & GLASS) HOLLOW CORE W000 HOLLOW METAL INSULATED IMPACT RATED LOUVER METAL, PAINTED METAL PAINTED PREFINISHED SOLID CORE WOOD SAFETY GLAZING SAFETY LAMINATED SLIDING DOOR STAINED STEEL TEMPERED TRANSLUCENT GLAZING VINYL WOOD WOOD & GLASS WOOD, PAINTED WOVEN WIRE MESH D0092 HARDWARE NOTES: L1 DEADBOLT L2 AUTOMATIC FLUSH BOLTS L3 MANUAL FLUSH BOLTS L4 PRIVACY LOCK L5 SELF-LOCKING L6 ELECTRIC LOCK L9 PANIC HARDWARE L10 PASSAGE HARDWARE L11 PUSH PLATE/PULLS, NO LATCH L12 AUTO CLOSURE, TIED TO SMOKE ALARM C1 CLOSER C2 SPRING HINGE C3 MAGNETIC DOOR HOLDER ACTIVATED BY SMOKE ALARM C4 MOTION SENSOR AUTOMATIC DOOR OPENER: DOORS SHALL BE MANUALLY OPERABLE WRING POWER FAILURE C5 ACCESSIBLE POWER OPERATOR Pt THRESHOLD P2 FULL WEATHER STRIP P3 DOOR SWEEP P4 KICK PLATE P5 DOORSTOP Al SMOKE GASKET A2 SILENCER A5 INTERCOM A6 VIEWPORT(PROVIDE TWO AT TYPE A UNITS) A7 DOOR CHIME A8 FULL PERIMETER SOUND SEAL M1 BYPASSHARDWARE M2 BARN DOOR HARDWARE FINISH FLOOR SWING W/ LOUVER FINISH FLOOR PER I) E GLASS VISION PANEL LOOK FLUSH w/ VISION PANEL E0 80 02 PO EO EG EQ I i I 1 1 l SECTIONAL w/ GLASS 114,1E-0" 2 PANEL SWING /4"011.0E FINISH FLOOR FINISH FLOOR SWING W/ LOUVER 1/4"-1 FINISH FLOOR BARN DOOR E0 ILL LL_LLEOLL_ILL TRANSLUCENT GLASS 3 PANEL SLIDER 1/4'=1'-0" A6,03 . DOOR SCHEDULE (RES) DOOR [ LOCATION _I TYPE LEAF SIZE I CONSTRUCTION FRAME GLAZING FINISH [ FRAMECOLOR I PANEL COLOR I FIRE RATING IU-VALUE[ NOTES SWING R1 IMBEEMMINEM.3-0'x6-9" HM HM P TBD T8D EMBIIIIIM_L6, C1, P1, F3, P4.P5, A1, A2 R2 BATHROOM A 3-0126-9 HCW WO EIIIIIIIII L4,P5 R3 EXT.DECK En.3-0"x6 8 VNL V VNL WHITE WHITE 5Li, P1, P2,P3, P5, A2 R4 BEDROOM GIIIIII3'-0"x6'-e' HCW WO ®• TBD TBD L4,P5 R5 BEDRM. CLOSET Mil3-0'x 6'-8 HCW WO EllEICIMIE BD _L15 _L1D L10 R6 WASHER DRYER Mel 210"x6'-8" HCW WD _• :i R7 UTILITY ROOM M 3-0"x 6'-8" r .: R8 CLOSET/PANTRY A 2-6° x6-10'(2) P TBD T8D L10 R9 CLOSET A 2-10'x5A" ©TBD L10 R10 CLOSET/PANTRY A 26"x6'-8' HCW WO TBD L10 911 PANTRY A 1381x6'-8' I HCW WO 12111111113.111111101111111111 GEIIIIRIEIIEEECIIIIIIINIIEIIIIIIIIIIIIIIIEI110 L10 R13 WASHER OR M 256x6'40'(2) BYPASS B1 CLOSET J5-0'x6'-8" HCW WD P TBD TBD Mt B2 CLOSET 3 5-6'x6-B" HCW WD P TBD TBD ( M1 83 EINEIEN18111111T-10"x8b" HCW WD P TBD TBD M1 6-BARN DOOR BD1 SLEEPING G 4-0"x6'-8° rWG Mil FAF TBD 'TBD 7-3 PANEL SLIDER PS1 I SLEEPING [K I9-0'x6-8" [AG [AL 1 [FAF [TBD [TBD I 1 [HARDWARE PER MFR FINISH FLOOR FINISH FLOOR FINISH FLOOR OVERHEAD COILING - EGRESS GATE DESIGN TO BE COORD. WITH LANDSCAPE FINISHFLOOR GATE 1/4' BYPASS SLIDER REVIEWED FOR E&eEeeMPtt oNE APPROVED APR 0 8 2010 �I�e T3hx1'IIA 16PINA PiVIBIPP' RECEIVED CITY OF TUKWILA JAN 1 1 2018 PERMIT CENTER URBALc ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE mo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 977 kens© R.4ESTERE 6GI1)1'LTCTD 1 CHADA EN1'7, 'STATE OF ASHINGTO. DATE 01.10.2018 consultant logo prgeci na STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan obmittals/revlsio 100% SD PROGRESS PRINT 09.0720 UILDIND PER ITS 0.31.2017 FOUNDATION ONLY PERMIT 12.06.2017 8P CORR 1160°5C0 CHECK SET 01.10.201 d'a wing 4'tle DOOR SCHEDULE & TYPES drawing lnfo'matLO DATE 01.10.2018 SCALE 1/4' =1'-0` DRAWN Autho OB # 17-004 copyrigh 20. Urbal all n sheet numbe linEEMEEMMIN.M.11 . lib 1 , i I ...r II• ........ '.-I-I1I-II 11=111=111 I I I=III=III I. III=1 1 I11=1I1_ 1= STAIR A - SECTION 1 LE EL 3 LEVEL2 3<J4' LEVELI za-a^ SECONDARY PARKING =11=III-' I I -III III -I I I��I I I -I I i_=I 11=I I III- I -III III -I : I I -III -I 1 I i- III 11 I —III III=I I( I I (='I 11 �_) I I III I=1 II 1 I=i l I-III=III=I 1I I= I I -I 1 I= I !=I 1 I - III=: (I=III=I 1 I=11 I=11 I =I 1 I=I 1 I -I 1 I1 I-II-III=III=III-rIII-I 1=III-III-I 1=III= STAIR A - SECTION 2 A7.01 3/16" = 1.0" O. R00E T 0 PLATE LEVEL? ST-6" — 78-0" LEVEL6 SURFACE -MOUNTED FIRE HOSE CABINET AT EVERY OTHER LANDING, STARTING AT LEVEL 3, PER TUC 16.48040 LEV35EL2 -0" STAIR A - PLAN - LEVEL 7 5-13+4" T-21/4 CLR BTREA00511'EACH STAIR A - PLAN - LEVELS 4-6 SURFACE.MOUNTEO FIRE --- HOSE CABINET AT EVERY OTHER LANDING, STARTING AT LEVEL 3, PER TUC 16.48.040 G.3 'C.4 a- - 7-0" 6-31/4" S 1'-0"TYP. 111TYP. 511 N4" 714" ©11' EACH 8 TREADS UP TO LANDING ABV STAIR A - PLAN - LEVEL 3 A7.0 S ud 5' 7-4 8 TREADS©111 EACH 1 Li, v4 6'-9" CAR ON-}-- - CLR. CLR, STAIR A - PLAN - LEVEL 2 XX A7.01 STAIR A - PLAN - LEVEL 1 REVIEWED FOR C ARPRO�. VED APR 0 3 2018 1 JUIl.pI G DIVl0iON C'ECEIVED CFCs/ OF TUKVVILA JAN 1 1 2018 PERMIT CENTER URSAL ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East sure mo Seattle, WA 98102 info@urbalarchitecture,com www.urbalarchitecture.com T 206-257-0972 license 9776 `00000'ERED 'ARCHITECT ENT'L STATE OF ASHINGTO On, DATE 01.10.2018 consultant logo project name '.... STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 ',.. ey plan su bmitfais/revVlons 100% SO PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT Al 12.062017 BP CORK 1160%CD CHECK SEf 1 01.102018 drawing title STAIR A - PLANS & SECTIONS drawing 1nformatlen —_ DATE 01.10.2018 SCALE 3/16" =1'-0" DRAWN Author JOB # 17 004 copyright of t1 sheet number ® •t I I=1 I I -le i=l 11-11 I -II I=II I-1 I 1=1 I- =I � I -I 11-111-11 I=11 I-1-11-11-� I STAIR B - SECTION SURFACE -MOUNTED FIRE HOSE CABINET AT EVERY OTHER LANDING, STARTING AT LEVEL3, PER TUC 16.46040 SURFACE -MOUNTED FIRE HOSE CABINET AT EVERY OTHER LANDING, STARTING AT LEVEL 3, PER TUC 16.48040 SURFACE -MOUNTED FIRE HOSE CABINET AT EVERY OTHER LANDING, STARTING AT LEVEL 3, PER TUC 1648040 STAIR B - ROOF PLAN 7' 4" 4 TREADS @ 11"EACH u 11 Irw UP 2 7TREADS@lit PAC LEVELS 4-7 STAIR B - PLAN - LEVEL 3 3l16" =1'-0" STAIR B - PLAN - LEVEL 2 A7.02j REVIEWED FOR APPROVED APR 0 3 2018 I PAY IN U L�IN YIINIPN RECEIVED CFFY OF TUKWILA JAN 1 1 2018 PERMIT CENTER 1 RSAL ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East score ma Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 lcense '776 'REGISTERED RCHITECT Q I -.-. CIiADAOP ASNINGTU HyL TA'i U DATE 01.10.2018 consultant Togo project name STERLING SOUTHCENTER,AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 ey plan submittals/=evlsions 1W500 PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.01.2017 FOUNDATION ONLY PERMIT !F1 1206.2017 BP CORR. 1160%CD CHECK SET 0 01.102010 drawing tl;le STAIR B - PLANS & SECTIONS drawing Information DATE 01.10.2018 SCALE 3/16" =1'-0" DRAWN Author J06 # 17-004 opyrighWr PUG oun�,mno� or 'ba1sheet number () I0 LOBBY STAIR 0 OBBY STAIR - LEVEL 2 /16" = 0-0 5',01/4" SURFACE -MOUNTED FIRE HOSE CABINET AT EVERY OTHER LANDING, STARTING AT LEVEL 3, PER TUC 15..48.040 w 5',7 CLR 6 00 T-4" 8T@1t: EA. —t /8" 6-97/8" 1 I6i STAIR C - PLAN - LEVEL 7 I -4„ 8T@11" STAIR C - PLAN - LEVELS 3-6 3/16"=1',0" 16AI STAIR C - PLAN - LEVEL 2 EGRESS BARRIER GATE; REFER TO 17/A840 FOR ADDITIONAL INFORMATION 1I6" =1' 0" 1',10" 2 TREADS @ 11„ EA. 16`-it VB" 14'8` 5-41/8" IC.BI 7 16 TREADS @ 11" 06061000 00`70- TU6001LA JAN 1 1 2018 PERMIT CENTER URI AL ARCHITECTURE URNANBRURAL 1938 Fairview Avenue East SUITE loo Seattle, WA 98102 info@urbalarchitecture,com www.urbalarchitecture.com T 206-257-0972 Il anEo 9776 \REGISTERED A666ITECT AlE , ENTZI 81'A I'E OF A.,IIINGTOtY DATE 01.10.2016 consultant logo project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 96188 key plan submittals/revisions 100% SO PROGRESS PRINT 09.07.2017 1111111.01106 PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT _ 12.06.2017 BP CORR. 1160%CD CHECK SET \ 01.10.2018 drawing 11116 STAIR C - PLANS & SECTIONS drawing Information DATE 01.10.2018 SCALE 3/16" =1'-0" DRAWN Author JOB # 17-004 cop/09ht------ a of o�uo"or sheet number ELEVATOR 2 - SECTION ELEVATOR 2 - PLAN - LEVELS 3-7 3/16"- i'-0" ELEVATOR 2 - PLAN - LEVEL 2 ELEVATOR 2 - PLAN - LEVEL 1 EVATOR 1 - SECTION ELEVATOR 1 - PLAN - LEVELS 3-7 /16" =1',0" ELEVATOR 1 - PLAN - LEVEL 2 ELEVATOR 1 - PLAN - LEVEL 1 AT.10 3/16" = 1'-0" RECEIVED CITY OF TUKVv'ILA JAN 1 1 2016 PERMIT CENTER URSAL ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East sumo'oo Seattle, WA 98102 info@urbalarchitecture,com www.0 rbalarchitecture.com T 206-257-0972 license J716 REGISTEHITECTRED ARC I�a STATE OF 1 h5111NCT0 DATE 01.10,2018 consultant logo project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 ey plan submittals/revisions 100% SD PROGRESS PRINT 09.07.201T BUILDING PERMIT SET 10.31.2017 FOUNDATION 0NLYPERAIIT 12.06.2017 BP CORK 1/60%CD CHECK SETA 01.10.2018 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII drawing title ELEVATOR PLANS & SECTIONS drawing information DATE 01.10.2018 SCALE 3/16" -1'-0" DRAWN Author JOB # 17-004 copyright a�,no�wuo"or p°sheet number Iwool irk iloraft n TYP. CANITLEVERED SLAB A800 1 1/2" = 2-0" EXTERIOR WALL TYPE PER PLAN; EOIA9A2 SHOWN 8" CONCRETE WALL PER STRUCTURAL DRAINAGE MAT PER BUILDING ENVELOPE PLANTER GRADE LEVEL PER LANDSCAPE PT SLAB PER STRUC FURAL DRIP EDGE 9 CONC. SLAB (a AT COURTYARD OVERHANG CONDITIONED 1111II ill=111 11 i 1 1= 111i1i- -1 L'11=111 FLOOR ASSEMBLYFMA9.03 EXTERIOR WALL ASSEMBLY; 06A602 SHOWN 11/2" (R-65) POLYISO RIGID INSULATION AT SLAB EDGE 6° (R-22) BATT INSULATION WITH WIRE HANGERS AND718" HAT CHANNELS 3' POLYISO RIGID INSULATION AT SLAB EDGE 31/Tx 3/4" FIBERCMENT TRIM, PTD PER ELEVATIONS EXTERIOR BRICKWALL ASSEMBLY WR8 BOTTOM TRACK & ANCHOR PER STR. PREFIN, METAL FLASHING W/ DRIP EDGE HAT CHANNEL FURRING WATER REPELLANT/ANTI GRAFFITI COATING TERMINATION BAR PER BE WATERSTOP PER BE WATERPROOFING PER BE DRAINAGE MAT PER BE FOOTING PER STRUCTURAL TYP. SLAB ON GRADE ASSEMBLY EMBED PLATE PER STRUCTURAL STEEL ANGLE PER STRUCTURAL ETAL FRAMING AT SLAB EDGE SLAB PER STRUCTURAL CONC. SLAB @ EXT. FRAMED WALL E5 A800) 11/2"=1'-0" INTERIOR WALL TYPE PER PLANS BOTTOM STEEL STUD TRACK; ANCHOR TO SLAB PER STRUCTURAL TOP. SLAB ON GRADE ASSEMBLY F1/A9.02 NON -BEARING WALL (a,, SLAB ON GRADE CONDITIONED UNCONDITIONED EXT. WALL aPT SLAB & PATIO 1 1/2" =1•-0" UNCONDITIONED VA EXTERIOR WALL TYPE PER PLAN 2'-0" X 2'-D" PEDESTAL PAVERS TYP, CONCRETE FLOOR TYPE P. CONCRETE FLOOR TYPE EXTERIOR BRICK WALL ASSEMBLY WRB — BOTTOM TRACK &ANCHOR PER STR, PREFIN. METAL FLASHING W/ DRIP EDGE HAT CHANNEL FURRING WATER REPELLANT/ANTI GRAFFITI COATING TERMINATION BAR PER BE WATERSTOP PER BE WATERPROOFING PER BE DRAINAGE MAT PER BE FOOTING PER STRUCTURAL •— TYP. SLAB ON GRADE ASSEMBLY 111 L- II 11�1= -1I 1-11i11 EMBED PLATE PER STRUCTURAL SLAB PER STRUCTURAL 0 CONC. SLAB A EXT. FRAMED WALL E4 GRID TERIOR REFER TO ENVELOPE FOR TYPICAL KERF DETAIL AND WATERPROOFING DETAILS FLASHING TO MATCH METAL PANEL FINISH FLOOR TYPE PER PLANS CONC. SLAB @ EXT. FRAMED WALL & CONC. 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ATTACHMENT REVIEWED FOR CODE-COMPttANCE APPROVED APR 0 3 2018 i • I Pt E ,E IV-D CETY CIF TUKWiLA JAN 1 1 2018 PERMIT CENTER UR68AL ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SURE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license 9TTE \REGIHITECTSTERED RC CHADA NTZ. STATEOP ASHINGI'O, DATE 01.10.2018 consultant logo project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan subrnittais/revisions 100%80 PROGRESS PRINT 09.W.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT t12.06.Z017 BPRR. 1I60%CD CHECK ET 1 01.10.2018 drawing title CONCRETE/ FOUNDATION DETAILS drawing information DATE 01.10.2018 SCALE As Indicated DRAWN Author JOB # 17-004 opyright �unor:�uoi�or r osheet number 0 0 REFER TO 8E4.04 FOR KNIFE PLATE FLASHING SEQUENCE GLASS PANELS WRB AND INSECT SCREEN PER ENVELOPE PREFINISHED C TRIM SLOPE 1/4. 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METAL FLASHING W/DRIP EDGE TO MATCH MI PER ELEVATIONS ANGLE STEEL 1/4" PLATE STEEL FINISH TO MATCH M-1 PER ELEVATIONS DECORATIVE STEEL PANELS OR WELDED WIRE MESH PER ELEVATIONS METAL PANELS M2 & M3 HEAD DETAIL INTERIOR J 5 EXTERIOR PREFINISHED METAL CAP FLASHING TO MATCH PT-1 COMPOSITE BLOCKING IBER CEMENT PANEL, PAINTED PT-1 5/4 FIBER CEMENT TRM, PAINTED PT-1 ' REVIEWED FOR I 'I CODE -COWL -FAME- I ' APPROVED DECORATIVE STEEL PANELS OR WELDED WIRE MESH PER ELEVATIONS ANGLE STEEL ANCHOR BOLT 1/4 PLATE STEEL FINISH TO MATCH M-1 PER ELEVATIONS SEALENT AND BACKER R00 WATER REPELLANT/ANTI GRAFHTI COATING 60 CEIVEv CITY OF TUKIINLA c1 ; JAN 1 1 2018 PERMIT CENTER METAL PANELS M2 & M3 BASE DETAIL /2" = 1'-0 URBAL ARCHITECTURE URPANIRURAL 1938 Fairview Avenue East sum,. Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license ARCHITGCT " 'REGISTERED ( CH D CNTZ STAI"E OP miiVATA DATE 01.10.2018 consulfint logo project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKW ILA, WA 98188 key plan su bmlttals/revisions 100%SD PROGRESS PRINT 09.002010 BUILDING PERMIT SET 10.31,201T FOUNDATION ONLY PERMIT TA 12.06.201T BP CORR. 1160%COCHECK5ET/i 01.10.2018 ClrawIng title EXTERIOR DETAILS a.aw1 ng information DATE 01.10.2018 SCALE As indicated DRAWN Author JOB # 17-004 copyright II Ar L of awa�em of ibasheetnumber SLOPERE i/4" PFT. S OPE 1/4" PER FT. SLOPE 1/4" PER FT. C41 SETBACK PARAPET AS.11 1 1/2" =1•-0•• 4114 PREEN. COPING; COLOR PER ELEVATIONS FIBER CEMENT PANEL SIDING; PTD PER ELEVATION R-21 HIGH DENSITY MINERAL WOOL 2X WOOD FRAMING, TYP PREFIN. MTl. 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COPING; COLOR PER ELEVATIONS WATERPROOFING PER BUILDING ENVELOPE R-21 HIGH DENSITY MINERAL WOOL SCUPPER PER ENVELOPE PREFINISHED FLASHING SPRAY FOAM INSULATION BLOCKING PER STRUCTURAL COLLECTOR HEAD AND DOWNSPOUT ADD ADDITIONAL LAYER OF GYP FOR 2HR RATED WALLS PREFINISHED SHEET METAL FLASHING JOIST PER STRUCTURAL SHEATHING PER STRUCTURAL WALL PER PLAN PREFINISHED SHEET METAL FLASHING JOIST PER STRUCTURAL REVIEWED FOR CODE -DM -PM -Mt— ( APPROVED APR 0 0 2018 NOMpo (RECEIVED CP^1 OF TUKWILA JAN112018 PERMIT CENTER UREAIL ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 kcense " REGISTERED �0515ITECT CHi D ENT 4 DATE 01.10.2018 consultant logo project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan Submittals/revisions 100E SD PROGRESS PRINT 09.071017 BUILDING PERMSET 10.311017 FOUNDATION ONLY PERMIT 12.061017 BP CORR. 0 / 60%CD CHECK SET /\ 01.10.2018 drawing tide ROOF DETAILS drawing Information rc DATE 01.10.2018 SCALE 11/2" =1'-0" DRAWN Author JOB 80 17-004 copyright o.Isheot number WALL ASSEMBLY PER PLANS STEEL STUD AND ANCHOR ATTACHMENT TO BASE PER STRUCTURAL RESILIENT CHANNEL BASE PER INTERIOR DESIGNER FINISH FLOOR PER INTERIOR DESIGNER CONTINUOUS SEALANT EXTEND FACE LAYER OF GAB TO SLAB CONCRETE SLAB PER STRUCTURAL TYP. GWB-SLAB FLOOR ATTACHMENT 10 A8.20 0 2HR SHAFT CLOSURE ASSEMBLY TYP. FLOOR ASSEMBLY PER PLAN 212. BOTTOM TRACK RIM JOIST PER STRUCTURAL 2X LAYERS OF 5/8 TYPE XGWB, SEAL ALL GAPS AND PENETRATIONS W12 HR FIRE -RATED CAULKING 2HR SHAFT CLOSURE ASSEMBLY WD FLOOR @ 2 HR RATED SHAFT CLOSURE WALL CONCRETE SLAB PER STRUCTURAL DEFLECTION TRACK, ATTACH TO SLAB PER STRUCTURAL -- TERMINATE STUD AND GPM 3/4` BELOW SLAB CONTINUOUS FLEXIBLE SEALANT, FIRE RATED TO MATCH RATING OF WALL ASSEMBLY RESILIENT CHANNEL WALL ASSEMBLY PER PLANS TYP. GWB-SLAB CEILING ATTACHMENT 0 2HR SHAFT CLOSURE ASSEMBLY TYP. CONCRETE SLAB ASSEMBLY PER PLAN 21/2" BOTTOM TRACK ANCHOR PER STR 2X LAYERS OF 5/8' TYPE XGWB, SEAL ALL GAPS AND PENETRATIONS W/ 2HR FIRE -RATED CAULKING CONTINUOUS FLEXIBLE SEALANT, 2HR FIRE RATED DEFLECTION TRACK 2HR SHAFT CLOSURE ASSEMBLY CONC. SLAB @ 2 HR RATED SHAFT CLOSURE WALL WALL TYPE PER PLANS 18 GA. SHEET METAL SLEEVE BACKER R00 PACK WITH INSULATION PROVIDE 1/4" TO 1/2' GAP AROUND PERIMETER TO CAULK IN/ ACOUSTICAL SEALANT 'REFER TO DETAILS ON SHEET AB.70 THROUGH A8,71 FOR PIPE/DUCT PENETRATION FIRESTOPPING REQUIREMENTS WHERE REQUIRED IN FIRE. RESISTANCE • RATED WALLS PIPE/DUCT WALL ACOUSTICAL TREATMENT 2HR SHAFT/EXIT ENCLOURE ASSEMBLY WALL TYPE PER PLAN TYP. CONCRETE SLAB ASSEMBLY F 41A912 BOTTOM TRACK PER STR ANCHOR PER STR DEFLECTION T RACK CONTINUOUS FLEXIBLE SEALANT, 2HR FIRE RATED CONC. SLAB ca 2 HR RATED SHAFT FRAMED WALL1 C. IOW arnomimiliiiii F II!1 IIIII� IMAM 8 A8.20 WAWA ora ftel PARTY WALL ASSEMBLY TYP FL00R/CEILING ASSEMBLY PARTY WALL ASSEMBLY PARTY WALL @ TYP. FLOOR/CEILING PUTTY PADS AT BACKS OF ELECTRICAL BOXES, TYP. TYP. ELECTRICAL BOX SEAL GAPS IN GWB AND ALL OPENINGS IN ELECTRICAL BOX. TYP PARTY WALL, SEE 8.1/A901 ELECTRICAL BOXES IN PARTY WALL OL 2HR SHAFT/EXIT ENCLOURE ASSEMBLY WALL TYPE PER PLAN TYP. CONCRETE SLAB ASSEMBLY 2X P.T. SILL PLATE AND ANCHOR BOLT PER STRUCTURAL CONTINUOUS FLEXIBLE SEALANT, 2HR FIRE RATED CONTINUOUS FLEXIBLE SEALANT, 5I8"TYPE X GIN HAT CHANNEL TO FURR CUT TO ALIGN WITH GWB ABOVE WALL TYPE PER PLAN 2HR SHAFT/EXIT ENCLOURE ASSEMBLY WALL TYPE PER PLAN TYP. CONCRETE SLAB ASSEMBLY 2X P.T. SILL PLATE AND ANCHOR BOLT PER STRUCTURAL CONTINUOUS FLEXIBLE SEALANT WALL TYPE PER PLAN CONC. SLAB @ 2 HR RATED SHAFT CONC. WALL CONC. SLAB @ 2 HR ELEVATOR SHAFT mcui mumeafflasesemmaiMisamimitmwag A8.20 WALL ASSEMBLY TYP. FLOOR/CEILING ASSEMBLY PARTY WALL ASSEMBLY NON -BEARING WALL @ TYP. FLOOR/CEILING VERIFY OPENING DIMENSIONS WITH CABINET MANUFACTURER RECESSED FIRE EXTINGUISHER CABINET, INSTALL PER MANUFACTURER INSTRUCTIONS UNE ALL SIDES OF OPENING WITH 1 LAYER 5/8 TYPE X GWB TYP. CORRIDOR WALL RECESSED FIRE EXTINGUISHER CABINET VIMM tit 001 aninmenasommIMWAiuniemionmsami �IIIIIII �I07,0401 CORRIDOR WALL ASSEMBLY TYP. FLOOR /CEILING ASSEMBLY F5/A9.02 BEAM PER STRUCTURAL PIPE'CONDUIT PER MEP DRAWINGS 6 CORRIDOR WALL (& FLOOR/CEILING A8.20 TYP. FLOOR / CEILING ASSEMBLY F.21A9,03 LINE ALL SIDES OF CAVITY W/ 2 LAYERS 5le" TYPE X GWB — STEEL CHANNEL BLOCKING SEAL ALL GAPS AND PENETRATIONS WITH FIRE-RESISTANT CAULKING FIRE -RATED CEILING RECESSED LIGHT FIXTURE OR MECH. VENT TYP. RECESSED CEILING FIXTURE TYP. SOFFIT @ RES. UNITS TYR CEILING ASSEMBLY F.2/A903 EXHAUST DUCTS PER MECHANICAL 58 TYPE XGWB SUSPENDED METAL SOFFIT FRAMING,INSTALL PER r MANUF.INSTRUCTIONS AND SEISMIC REQUIREMENTS. NOTE: ALL SOFFITS TO BE OF MINIMUM DIMENSION POSSIBLE REVIEWED FOR CODB-C6MPLtANCE 1 APPROVED APR 0 8 2018 rii4N TOU I,ECEIV::i CP20 OF TUKWILA JAN 1 1 2018 PERMIT CENTER U IR B A L 4 ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SLUE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com r 206-257-0972 license 'RARCHITECTEGISTERED CFI EAR STAR;OA F ASNEAR DATE 01.10.2018 consultant!ogo project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 ay plan su bmiCtais/revisions 100050 PROGRESS PRINT 09.0T.2A17 'BUILDING PERMIT SET /0.01.2017 FOUNDATION ONLY PERMIT 12.06.2017 IRP CORR.1160%C1) CHECK SET 1 01.10.2018 2.2 drawing title INTERIOR DETAILS drawing infornatIon DATE 01.10.2018 SCALE As 184188te01 DRAWN Author JOB # 17-004 Copyrigho a,nonzncm o, as heat number *PLAN - 2HR STEEL COLUMN HSS PER STRUCTURAL 1ST LAYER 1/2" TYPE X GWBAPPUED AROUND COLUMN 2NO LAYER: 5,/8" TYPE X GINS 3RD LAYER: 24 GA, GALVANIZED STEEL COLUMN COVER FACE LAYER 5/8" TYPE X GWB NOTE: UL NC505 88.21 A8,2 FIRE WALL @ ROOF FIRE WALL @ TYP. FLOOR FIRE WALL @ LEVEL 4 FLOOR /2' 21FIRE WALL @ CONCRETE SLAB 0" ROOF SHEATHING PER STRUCTURAL, CONTINUOUS OVER WALL, FIRE. TREATED PLYWOOD WITH 4' OF EACH SIDE OF FIRE WALL 2" CRUNNERS RIM JOISTS PER STRUCTURAL GYPSUM SHAFT LINER PANELS, CONTINUOUS UP TO UNDERSIDE OF ROOF SHEATHING 1/4` AIR SPACE, EACH SIDE CONT. SEALAT, EACH SIDE MINERAL WOOL FIRE BLOCKING 2"CRUNNERS FLOOR SHEATHING PER STRUCTURAL, CONGRUOUS THROUGH WALL FIRE TREATED PLYWOOD WITH 4' OF EACH SIDE OF FIRE WALL RIM JOISTS PER STRUCTURAL GYPSUM SHAFT LINER PANELS, CONTINUOUS UP TO UNDERSIDE OF FLOOR SHEATHING 1/4" AIR SPACE, EACH SIDE CONT. SEALANT, EACH SIDE MINERAL WOOL FIRE BLOCKING T CRUNNERS FLOOR SHEATHING PER STRUCTURAL, CONTINUOUS THROUGH WALL, FIRE - TREATED PLYWOOD WITH 4' OF EACH SIDE OF FIRE WALL RIM JOISTS PER STRUCTURAL GYPSUM SHAFT LINER PANELS, CONTINUOUS UP TO UNDERSIDE OF FLOOR SHEATHING 1/4" AIR SPACE, EACH SIDE CONT. SEALANT, EACH SIDE MINERAL WOOL FIRE BLOCKING 2"C-RUNNER PT, BOTTOM PLATES PER STRUCTURAL CONT. SEALANT, EACH SIDE CONCRETE SLAB FLOOR ASSEMBLY PER PLANS RE.EIVEO CM( OF TUK',VILA JAN 1 1 2018 PE3M T CENTER U R6'DALLLD' ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE too Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license DATE 01.10.201E consultant logo Project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 9818E key plan submittals/revisions 100%SO PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT 2.06.2017 BP CORR. 1 I60%CB CHECK SET (/\ 01.102010 drawing title INTERIOR DETAILS drawing information DATE 01.10.2018 SCALE As indicated DRAWN Author JOB 8 17-004 copyright sheet number a H CORRIDOR/PARTY WALL TYPE PERPLANS HOLLOW METAL DOOR ACOUSTIC GASKET, REPLACE GASKET WHERE INDICATED IN DOOR SCHEDULE HOLLOW METAL DOOR FRAME, INSTALL PER MANUF. INSTRUCTIONS — METAL STUD FRAME ANCHOR, INSTALL PER MANUF, INSTRUCTIONS DOOR JAMB AT CORR./UNIT ENTRY 0' INTERIOR WALL TYPE ;,� INTEMOR 0.LLTYPE PER PIONS PER PLANS SHIM AS NEEDED SHIM AS NEEDED TRIM PER INTERIOR DESIGN TRIM PER INTERIOR DESIGN DRAWINGS DRAWINGS WOOD TRIM, FINISH PER INTERIOR DESIGN DRAWINGS BYPASS DOOR HARDWARE, INSTALL PER MANUF, INSTRUCTIONS 13/8" DOORS MTL. BYPASS CLOSET DOOR HEAD 9 AB w 0 INTERIOR WALL TYPE PER PLANS TRIM PER INTERIOR DESIGN DRAWINGS RUBBER STOP, BOTH SIDES 13/8 DOORS 314 W000FRAME, FINISH PER INTERIOR DESIGN DRAWINGS MTL. BYPASS CLOSET DOOR JAMB CORRIDOR/PARTY WALL TYPE PER PLANS ACOUSTIC GASKET, REPLACE WITH SMOKE GASKET WHERE INDICATED IN DOOR SCHEDULE HOLLOW METAL DOOR MTL. HM DOOR HEAD AT CORR./UNIT ENTRY MOUNT TO FACE OF WALL PER MFR HEAD PLATE BYD CURTAIN TRASH ROOM DOOR JAMB 3/4"WOOD FRAME WITH 1/2" STOP, FINISH PER INTERIOR DESIGN DRAWINGS 3!3' PREHUNG DOOR TYP. INTERIOR MTL DOOR HEAD A8. INTERIOR WALL TYPE PER PLANS TRIM PER INTERIOR DESIGN DRAWINGS '6 PRE -HUNG DOOR 314" WOOD FRAME WITH I/O' STOP, FINISH PER INTERIOR DESIGN DRAWINGS SHIM AS NEEDED TYP. INTERIOR MTL. DOOR JAMB INTERIOR WALL TYPE PER PLANS HOLLOW METAL DOOR RU88ER MUTE HOLLOW METAL DOOR FRAME, INSTALL PER MANUF. INSTRUCTIONS METAL STUD FRAME ANCHOR, INSTALL PER MANUF, INSTRUCTIONS 41 MTL. TYP. INTERIOR HM DOOR JAMB AB CORRIDOR/PARTY WALL TYPE PER PLANS HOLLOW METAL DOOR ACOUSTIC GASKET, REPtACEWI SMOKE GASKET WHERE INDICATED ON DOOR SCHEDULE HOLLOW METAL DOOR FRAME, INSTALL PER MANUF. INSTRUCTIONS METAL FRAME ANCHOR INSTALL PERMANUF. INSTRUCTIONS HM DOOR JAMB AT CORR/UNIT ENTRY 3 UL LISTED SMOKE SEAL "OVERHEAD DOOR"-- FIRE KING; MODEL 6310R EQUAL MOUNT TO FACE OF WALD REFER TO DOOR SCHEDULE FOR OPENING SIZE CMUWALL TRASH ROOM DOOR HEAD Al 30 INTERIORWALL TYPE INTERIOR WALL TYPE PER PLANS PER PLANS SHIM AS NEEDED TRIM PER INTERIOR DESIGN DRAWINGS WOOD TRIM, FINISH PER INTERIOR DESIGN DRAWINGS BYPASS DOOR HARDWARE, INSTALL PER MANUF, INSTRUCTIONS 3/8" DOORS WOOD BYPASS CLOSET DOOR HEAD INTERIOR WALL TYPE PER PLANS TRIM PER INTERIOR DESIGN °RAWNGS RUBBER STOP, BOTH SIDES 1 318' DOORS 314" WOOD FRAME, FINISH PER INTERIOR DESIGN DRAWINGS 7 WOOD BYPASS CLOSET DOOR JAMB A8.30 INTERIOR WALL TYPE PER PLANS HOLLOW METAL DOOR FRAME, INSTALL PER MANUF. INSTRUCTIONS HOLLOW METAL 000R TYP. MTL. INTERIOR HM DOOR HEAD A INTERIOR WALL TYPE PER PLANS HOLLOW METAL DOOR RUBBER MUTE HOLLOW METAL DOOR FRAME, INSTALL PER MANCE INSTRUCTIONS METAL FRAME ANCHOR, INSTALL PER MANUF, INSTRUCTIONS TYP. WOOD INTERIOR HM DOOR JAMB REVIEVVED APPROVED APR 0 3 2018 Pity 91148wil8 OUIl-DING DIVISION - SHIM AS NEEDED TRIM PER INTERIOR DESIGN DRAWINGS 3/4" W000 FRAME WITH 112' STOP, FINISH PER INTERIOR DESIGN DRAWINGS 338' PREHUNG DOOR �0A8.30 TYP. INTERIOR WOOD DOOR HEAD INTERIOR WALL TYPE PER PLANS TRIM PER INTERIOR DESIGN DRAWINGS 13/8" PRE -HUNG DOOR 3/4" WOOD FRAME WITH 1/2" STOP, FINISH PER INTERIOR DESIGN DRAWINGS SHIM AS NEEDED TYP. INTERIOR WOOD DOOR JAMB AB.30 INTERIOR WALL TYPE PER PLANS HOLLOW METAL DOOR FRAME, INSTALL PER MANUF, INSTRUCTIONS HOLLOW METAL DOOR TYP. WOOD INTERIOR HM DOOR HEAD CORRIDOR/PARTY WALL TYPE PER PLANS HOLLOW METAL DOOR FRAME, INSTALL PER MANUF, INSTRUCTIONS ACOUSTIC GASKET, REPLACE WITH SMOKE GASKET WHERE INDICATED IN DOOR SCHEDULE HOLLOW METAL DOOR HM DOOR HEAD AT CORR/UNIT ENTRY FUR OUT CORRIDOR WALL TO APPEAR FLUSH WITH SMOKE DOOR WHEN OPEN TYP, CORRIDOR WALL ASSEMBLY HOLLOW METAL DOOR FRAME SMOKE DOOR, INSTALL PER MANUF. INSTRUCTIONS MAGNETIC HOLO.OPEN 518' TYPE XGWB 2X4 STUDS PLAN CROSS -CORRIDOR SMOKE DOOR 1 1/2" = 140 U BAL ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East sure too Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 Ikense • ON SC p � ci 4 CS'RED i,,WG consultant logo project name STERLING SOUTHCENTER, AN ACTIVEpEEANND!!ULT 415RAKESRDBOULEVARD, TUKWILA, WA 98188 83 plan submiCtels/revisions 30% DD PROG, PRINT 02.29.2016 60% DD PROG. PRINT 03.212016 SD/DD DHFC REVIEW 06.10,2016 BUILDING PERMIT 07.15.2016 60% CD SEI" 08.25.2016 nn BUILDING PERMIT REV.L131 11.7.2016 BID SET/DHFC REVIEW^ 11.18.2016 _ ADDENDUM 1 . ...S 12.1.2016 DHFC CD REVIEW A401.04.2017 10080000E7 A.503.10.2017 drawing tltie DOOR DETAILS RECEIVED CITY OF TUK W ILA JAN 1 1 2018 PERMIT CENTER drawing Information DATE 09.13.2016 SCALE As indicated DRAWN KN J08 8 17-004 copyright emom" sheet numberw,u WOOD NOSING BLOCKING BEAM PER STRUCTURAL HANGER PER STRUCTURAL --- FLOOR FINISH PER ID OWLS STAIR STRINGER PER STRUCTURAL 2 LAYERS M9' TYPE X GWB WOOD FRAMED STAIR @ LANDING1 T.O. WOOD STAIR (a WOOD F TOP. FLOOR/CEILING ASSEMBLY WOOD NOSING BLOCKING BEAM PER STRUCTURAL HANGER PER STRUCTURAL FLOOR FINISH PER ID DWGS STAIR STRINGER PER STRUCTURAL 21AYERS 5I8" TYPE X GWB OR FLOOR FINISH PER ID DWGS CONC. SLAB PER STRUCTURAL 2' WIDE CGLORCONTRASTING STRIPE AT NOSING OF UPPER APPROACH STEEL EMBED PLATE PER STRUCTURAL, PTO. STEEL STRINGER, PTD. (BIDDER DESIGNED) TYP. GONG:FILLED STEEL STAIR TREAD T.O. STEEL STAIRS @ CONCRETE SLAB STRINGER PER STRUCTURAL PLYWOOD RISER PER STRUCTURAL PLYWOOD TREAD PER STRUCTURAL FLOOR FINISH PER ID DWGS LEDGER PER STRUCTURAL ANCHOR PER STRUCTURAL CONCRETE SLAB PER STRUCTURAL GWB SUSPENDED CEILING SYSTEM 7 WOOD STAIR @ CONCRETE SLAB A8.40 A8,40 1 1/4" DIA. PAINTED WOOD HANDRAIL 6 METAL 18 BRACKET D BLOCKING SECTION TYP. HANDRAIL 2 A8. M/ 1 1(2" =1'-0" LANDING LEVEL STEEL STRNGER PER STAIR FABRICATOR NON-SKID CONCRETEFILLED STEEL PAN TREAD PER STAIR FABRICATOR OR FINISH PER ID DWGS TYP. STEEL STAIRS STRINGER PER STRUCTURAL PLYWOOD RISER PER STRUCTURAL PLYWOOD TREAD PER STRUCTURAL FLOOR FINISH PER ID DWGS 2 LAYERS OF 5/8" TYPE X GWB BEAM PER STRUCTURAL 1/2" RESIDENT CHANNEL 2 LAYERS 5/8" TYPE X GWB ALIGN WITH TOP NOSING 11/4' 0IA. HANDRAIL TREAD DEPTH X MOUNTING BRACKETS, SPACED EVENLY 4E0" 0,C. MAX LANDING LEVEL ELEVATION TYP. HANDRAIL @ STAIRS ND SIGN PER SBC10238 GATE STOP AGAINST TRAFFIC FLOW DIRECTION NOT AN EXIT WALL MOUNTED HINGE WITH BACKING WELDED METAL GATE, POWEDER COATED CLR. OPENING STEEL STRINGER PER STAIR FABRICATOR NONSKID CONCRETEFI1LEO STEEL PAN TREAD PER STAIR FABRICATOR OR FINISH PER ID DWGS EMBED PLATE PER STRUCTURAL CONCRETE SLAB PER STRUCTURAL rTh B.O. STEEL STAIRS @ CONCRETE SLAB AS40 1 1/2' = A8,40 ELEVATION GATE BARRIER AT STAIR 16 A8.40) 1"=s'-o \AS40 STEEL STRINGER PER STAIR FABRICATOR NON-SKID CONCRETEFILLED STEEL PAN TREAD PER STAIR FABRICATOR OR FINISH PER ID DWGS FLOOR FINISH PER ID DWGS EMBED PLATE PER STRUCTURAL RETE SLAB PER STRUCTURAL B.O. STEEL STAIRS @ CONCRETE LANDING PLAN TYP. HANDRAIL STAIR A NO ROOF ACCESS 1 THROUGH 3 STAIRWELL SIGN 2"=T-0" RETURN ENDS TO WALL ANCHOR SCREWS INTO BLOCKING 1 1/4" DIA. PAINTED WOOD HANDRAIL 11/2" LETTERS, 1/4' STROKE 1° LETTERS,1/4. STROKE S, 3/4"STROKE 1" LETTERS, 1/4" STROKE GRADE 2 BRAILLE TEXT COMPLYING WITH ICC A117.1 SIGNS SHALL BE LOCATED AT EACH FLOOR LANDING, 5'-0" AFF REVIEWED FOR A C'R OMPLIpNCEI APR 9 3 2018 RECEIVED CM( OF TUKWILA JAN 1 1 2018 P511185T CENTER URBAL ARCHITECTURE URRANIRORAL 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com r 206-257-0972 rc B775 AEGSTTD 'J2, A �.-- '5TCA0DON�„LTA DATE 01.10.2018 consultant logo project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan subm111818/revisions 100% SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31,2017 FOUNDATION ONLY PERMIT 1h1� 12.08.2017 BP CORR.1 I60%CD CHECK SET /\ 01.103018 drawing 11118 STAIR DETAILS drawing information DATE 01.10.2018 —_ SCALE As indicated DRAWN Author JOB N 17-004 copyright hee1number m= SHAFT 3/ALL ASSEMBLY PER PLANS GRINNER 1. GW0 LINER FILLER SHIM DOOR FRAME PER ELEVATOR MER. SHAFT WALL ASSEMBLY 0.1/A9.01 1 GVVB LINER FILLER — J-RUNNER ---- DOOR FRAME PER ELEVATOR MFR. DOOR FRAME PER ELEVATOR MFR. GRUNNER GWB LINER FILLER SHAFT WALL ASSEMBLY PER PLAN ELEVATOR DOOR JAMB STRIKE ELEVATOR DOOR SILL PER MR, 4 X 4 X 3r8 SILL ANGLE, FULL WIDTH OF SHAFT TYR FLOOR/CEILING ASSEMBLY F.2r49.02 HEADER BEAM PER STRUCTURAL AWN CONTINUOUS TO UNDERSIDE OE FLOOR SHEATHING, EACH SIDE SHAFT \NALL ASSEMBLY PER PLANS ELEVATOR DOOR SILL Use stairways AN APPROVED PICTORIAL SIGN OF A STANDARDIZED DESIGN SHALL BE POSTED ADJACENT TO EACH ELEVATOR CALL. STATION ON ALL FLO RS INSTRUCTING OCCUPANTS TO USE THE EXIT STAIRWAYS AND NOT THE ELEVATORS IN CASE OF FIRE THE SIGN SHALL READ AS SHOWN ABOVE. DIRECTIONAL SI NAGE COMPLYING VVITH SBC SECTION 1111 INDICATING THE LOCATION OF THE OTHER MEANS OF EGRESS AND WHICH ARE ACCESSIBLE MEANS OF EGRESS SHALL BE PROVIDED AT ELEVATOR LANDINGS. Th ELEVATOR SIGN AB 50 3 e 1 0 ELEVATOR DOORSILL PER MFR. SILL ANGLE PER MFR., FULL WIDTH OF SHAFT CONC. WALL ASSEMBLY PER PLANS TOE GUARD AT LOWEST LANDING ELEVATOR DOOR SILL @ CONC. SLAB STAINLESS STEEL PLACARD AT EACH LEVEL, ALIGNED WITH CALL BUTTONS. PLACARD TO READ:IN CASE OE FIRE, DO NOT USE ELEVATORS, USE EMT STAIRS." 3/4' DIA. BUTTONS AI ELEVATOR HALL CALL BUTTONS w REVIEWED FOR CODE1,081-LIA1'10E t APPROVED pit 0 3 2010 oitraim 13U, 11.1,t RECEIVEDlltc CiTY,VILA JAN 1 1 2018 PERMIT CENTER URBALO ARCHITECTURE URBANIRURAL 7938 Fairview Avenue East sum wo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecturecom T 206-257-0972 hcense "" V4T?{PEP --.-\_ CHAD A ENTZ STATE OF ASHINGTO DATE 01.10.2018 consultant loge project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 eY Plan subrwttalsbreweens 108%8848868888781147 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT A 12.06.2017 BP CORR..' / 60%CD CHECK SET 01.10.2016 dm wmg tele ELEVATOR DETAILS drawing mformabon DATE 01.10.2018 SCALE 3" =1I-0" DRAWN Author JOB # 17-004 coreyng ht ,cb ckure Pl. =rn',21 me J Ueer sheet number A • WALL ASSEMBLIES ASSEMBLY TYPE DETAIL DESCRIPTION FIRE RATING SOUND RATING INTERIOR WALLS - WOOD FRAMED Al• P9 TYP. INTERIOR PARTITION •5/8" TYPE X GWB • 2X4 WOOD STUDS PER STRUCTURAL • 5/8"TYPE XGWB 1 HR GA WP 3510 NOT RATED •- A �f i1G 2 HR INTERIOR PARTITION • 2 LAYERS 5/8" TYPE X GWB • 2X4 WOOD STUDS PER STRUCTURAL • 2LAYERS 5/8°TYPE XGWB 2HR GAWP4135 NOT RATED • \� �\ IL A 9 /iJ INTERIOR PARTITION W/PLUMBING •5/8" TYPE X GWB 2X6 WOODSTUDSPERSTRUCTURAL PLUMBING WHERE OCCURS PER PLUMBING PLANS • FILL CAVITY AROUND PIPE W/ BATT INSULATION • 5/8"TYPE XGWB • 2ND LAYER 5/8" TYPE X GWB WHERE FACING UNIT LIVING ROOMS AND BEDROOMS 1 HR GA WP 3510 NOT RATED V % \ .-.--."-.- A4 2 HR INTERIOR PARTITION W/ PLUMBING/ • 2 LAYERS 5/8" TYPE X GWB • 2X6 WOOD STUDS PER STRUCTURAL • PLUMBING WHERE OCCURS PER PLUMBING PLANS • FILL CAVITY AROUND PIPE W/ BATT INSULATION • 2 LAYERS 5/8" TYPE X GWB 2HR GA WP 4135 NOT RATED \X/ J \ IL ., AC J TYP. CORRIDOR WALL "'-" UNIT SIDE '-"• • 5/8" TYPE XGWB 1/2" RESILIENT CHANNEL @16" 0.C. • 2X6 WOOD STUDS PER STRUCTURAL • 51/2" R-21 BATT INSULATION • SHEATHING PER STRUCTURAL (REPLACE W/ 2ND LAYER 5/8" TYPE X GWB @ NON -SHEAR WALLS) • 518" TYPEXGWB 1 HR GA WP 3242 STC 50.54 GA WP 3242 G -:. ,--. •- CORRIDOR SIDE r.:- A6 WALL 2HR CORRIDOR—00/DOR0 UNIT SIDE • 2 LAYERS 5/8" TYPE X GWB • 1/2" RESILIENT CHANNEL @ 16" 0.C. • 2X6 WOOD STUDS PER STRUCTURAL • 2 LERST INSULATION • SHEATHING PER STRUCTURAL • 2LAYAY ERSSl8"TYPEXGWB 2HR UL U301 STC 55-59 GAWP 3825 IDE A7 TYP. PARTY WALL • 5/8' TYPE X GWB • 2X4 WOOD STUDS PER STRUCTURAL • 31/2" R-13 BATT INSULATION • 1"AIR SPACE • MINERAL WOOL FIREBLOCK @ 10' MAX. O.C. • 2X4 WOOD STUDS PER STRUCTURAL 31/2" R-13 BATT INSULATION • SHEATHING PER STRUCTURAL (REPLACE W/ 2ND LAYER 5/8" TYPE X GWB @ NON -SHEAR WALLS) • 5/8"TYPE XGWB 1 HR GA WP 3370 STC 45-49 GA WP 3370 - -'-- - `LL - - `- - -- • A8 2HR PARTY WALL —�"" '-"--• • 2 LAYERS 5/8"TYPE XGWB 2X4 WOOD STUDS PER STRUCTURAL • 3 1/2" R-13 BATT INSULATION • 1"AIR SPACE • MINERAL WOOL FIREBLOCK @ 10' MAX. 0.C. • 2X4 WOOD STUDS PER STRUCTURAL • 31/2" R-13 BATT INSULATION • SHEATHING PER STRUCTURAL • 2 LAYERS 5/8' TYPE X GWB 2 HR GAWP 3820 STC 55-59 GAWP 3820 G _ __• \ — — — =' '•- .:"' �.. -- App `� 2HR SHAFT WALL • 2LAYERS 5/8"TYPE XGWB • 2X6 WOOD STUDS PER STRUCTURAL • 51/2" R-21 BATT INSULATION • 2 LAYERS 5/8"18"TYPE X GWB 2HR GA WP 4135 NOT RATED '';::.. \ '"''. III AIO 2HR FIRE WALL • 5/8"TYPE XGWB • 2X4 WOOD STUDS PER STRUCTURAL • 314"AIR SPACE INSULATION MINERAL WOOL FIREBLOCK @ 10' MAX. O.C. • 2° STEEL H STUDS @ 24" 0.C. • 3/4" AIR SPACE GYPSUM SHAFT -LINER PANELS • MINERAL WOOL FIREBLOCK @ 10 MAX. 0.C. • 2X4 WOOD STUDS PER STRUCTURAL • 31/2" R-13 BATT INSULATION • 5/8°TYPE XGWB 2HR GA ASW 0997 STC 60.64 GA ASW 0997 . ..... ......._ .. ._,..,....,... ... ri'������`i, i IVESC� M•��1 _...... FA� c L�I.''�....EE �N1���..•.•,�I1�t ��yp�������u��J��s. - - ... . . .. .... .. - , •. All 2 HR FIRE WALL @ LEVEL 3 • 2LAYERS 5/8°TYPE XGWB • 3X4 WOOD STUDS PER STRUCTURAL • 31/2"R-13 BATT INSULATION • 3f4"AIR SPACE • MINERAL WOOL FIREBLOCK @ 10' MAX. 0.C. • 2" STEEL H STUDS @ 24" 0.C. • 2 LAYERS 1" GYPSUM NER PANELS • MINERAL WOOL FIREBLOCK @I10' MAX. 0.C. • 2X4 WOOD STUDS PER STRUCTURAL • 31/2" R-13 BATT INSULATION • 2 LAYERS 5/8" TYPE X GWB 2HR GAASW 0997 STC 60-64 GAASW 0997 \/ppp\J\, /`A Y. A �.! lXl ©� .,., '� Y>~ XX,x )y�� 1. Al 2 FURRING WALL W/ PLUMBING • 5/8" TYPE X GWB • 2ND LAYER 5/8" TYPE X GWB WHERE FACING UNIT LIVING ROOMS AND BEDROOMS • 2X6 WOOD STUDS PER STRUCTURAL • PLUMBING WHERE OCCURS PER PLUMBING PLANS • FILL CAVITY AROUND PIPE W/R-21 BATT INSULATION NOT RATED NOT RATED _ WALL ASSEMBLIES ASSEMBLY TYPE DETAIL DESCRIPTION FIRE RATING SOUND RATING THERMAL RATING INTERIOR WALLS - METAL FRAMED B1 1 • 5/8"TYPE XGWB • 3518" STEEL STUDS 0.C. NOT RATED NOT RATED NOT RATED INTERIOR PARTITION (NON LOAD ...... ... .... _,- a • 5/8" TYPE XGWB BEARING) . :.. ... ,,. . .., .,. B2 • 5/8" TYPE X GWB NOT RATED NOT RATED NOT RATED INTERIOR PARTITION VW PLUMBING (NON LOAD - " e • 6" STEEL STUDS@24" O.C. • PLUMBING WHERE OCCURS PER PLUMBING PLANS • FILL CAVITY AROUND PIPE W/R-21 BATT INSULATION • 5/8" TYPE X GWB • 2ND LAYER 5/8" TYPE X GWB WHERE FACING UNIT LIVING BEARING)--" ROOMS AND BEDROOMS B3 UNIT SIDE • 5/8"TYPE XGWB 1HR STC50-54 NOT RATED CORRIDOR WALL (NON LOAD BEARING) - / -- ^ / \ JV• - - - • I/O RESILIENT CHANNEL @ 16" 0.C.. • 6" STEEL STUDS @ 24" 0.C. • 5112" R-21 BATT INSULATION • 5/8' TYPE XGWB UL V489 GA WP 1047 CORRIDOR SIDE B4 • 5/8' TYPE X GWB • 21/2" STEEL STUDS 24" 0.C. 1 HR STC 50-54 NOT RATED PARTY WALL ,,........._......... :............. @ • 21/2' R-10 BATT INSULATION UL V469 GAWP 5017 (NON LOAD BEARING) (3 — — • 1" AIR SPACE • 2112" STEEL STUDS @ 24" O.C. • 2112"R-10 BATT INSULATION • 5/8"TYPE XGWB B5 • 2 LAYERS 5/8" TYPE X GWB 2HR STC 55-59 NOT RATED 2 HR SHAFT WALL (NON LOAD BEARING) ,A V V 1 VJ1f/ • 6° STEEL STUDS @ 24" O.C. • R-21 BATT INSULATION • 2 2 LAY1/2" LAYERS 5/8' TYPE XGWB GAWP 1522 GA WP 1522 B6 • 2 LAYERS 5/8' TYPE X GWB 2HR NOT RATED NOT RATED 2HR SHAFT/ CLOSURE WALL ' /�RR/ • 4' STEEL C-H STUDS @ 24" O.C. • 2.5" R-10 BATT INSULATION • 1" GYPSUM SHAFT -LINER PANELS GA WP 7054 (NON LOAD BEARING) •--'----• -�-� B7 • 5/8" TYPE X GWB NOT RATED NOT RATED NOT RATED FURRING WALL W/ PLUMBING • 2ND LAYER 5/8" TYPE X GWB WHERE FACING UNIT LIVING ROOMS AND BEDROOMS • 6" STEELS STUDS @ 24" O.C. • PLUMBING WHERE OCCURS PER PLUMBING PLANS ad ---- -_- - -.. -_- • FILL CAVITY AROUND PIPE W/R-21 BATT INSULATION B8 • 5/8" TYPE X GWB • 1 5/8" STEEL STUDS @ 24" 0.C. NOT RATED NOT RATED NOT RATED VTAC ENCLOSURE" LOAD '-y�' "' • R-8 BATT INSULATION • 5/8"TYPE XGWB (NON BEARING) - ..-.-- ,.-.-,-.. -. .._... B9 • 5/8"TYPE XGWB • 716" HAT CHANNEL @ 24" O.C. NOT RATED NOT RATED NOT RATED GWB FURRING REVIEWED FOR CODE -COMPLIANCE APPROVED APR 0 3 2010 SECEIVED CPT, OF TUK'vVILA JAN112018 9501!i1T CENTER URBALPS ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SURE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license 9TIG EGISTERED RCHITECT old CHAD A EN STATG OIL 1 A�lil`I''0\ DATE 01.10.2018 consultant logo project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submittals/revisions 100% SO PROGRESS PRINT 09.07.2017 BUILDING PERM ITS ET 10.31.2017 FOUNDATION ONLY PERM IT ® 1206.2017 BP CORR. 1 l60% CD CHECKEI 01.10.20/8 draw ng the WALL TYPES draw ngInformonon DATE 01.10.2018 SCALE 11/2" = i' 0" DRAWN PJ JOB # 1] 004 cop yr ght na�sheet number �1r WALL ASSEMBLIES ASSEMBLY TYPE DETAIL DESCRIPTION FIRE RATING SOUND RATING CONCRETE WALLS C1 TYP. CONCRETE WALL EXTERIOR ABOVE GRADE BELOW GRADE EXTERIOR ABOVE GRADE: • ELASTOMERIC COATING PER BE EXTERIOR BELOW GRADE: • DRAINAGE MAT • WATERPROOFING MEMBRANE PER BE • CONCRETE WALL PER STRUCTURAL, 6.2° MIN. THICKNESS 3HR IBC TABLE 721.1(2), ITEM 4-1.1 NOT RATED 1 1 ( I H_1 ( - INTERIOR C2 CONCRETE WALL W/ GWB FURRING • • 5/8" TYPE XGWB • 718" HAT CHANNEL @ 24" 0.C. CONCRETE WALL- SEE ASSMEBLY C1 NOTE PROVIDE HAT CHANNEL & GWB ON BOTH SIDES OF CONCRETE WALL WHERE INDICATED PER PLAN. 3HR IBC TABLE 721.1(2), ITEM 4-1.1 NOT RATED ..... .. .. \ _ /5 h C3 CONCRETE WALL W/ INSULATION UNCONDITIONED • CONCRETE WALL- SEE ASSEMBLY CI 1" RIGID INSULATION • 21/2" STEEL STUDS @ 24" 0.C. • R-10 MINERAL FIBER BATT INSULATION • 5/8'TYPE XGWB 3HR IBC TABLE 721.1(2), ITEM4-1.1 NOT RATED immolowniii4imiTibmum144 r,• ;`� CONDITIONED C4 CMU WALL • CMU PER STRUCTURAL, 6" MIN. THICKNESS 3HR IBC TABLE 721.1(2), 3-1.4 ITEM 3-1.4 NOT RATED ` S C5 CMU WALL W1 INSULATION UNCONDITIONED • CMU PER STRUCTURAL, 6" MIN. THICKNESS • 1" RIGID INSULATION • 21/2" STEEL STUDS @ 24" 0.C. ' R-10 MINERAL FIBER BATT INSULATION• 518" TYPE X GWB 3HR IBC TABLE 721.1(2), ITEM 3-1.4 NOT RATED 1 - di Pi y' CONDITIONED C6 EXTERIOR CONCRETE WALL WI BRICK VENEER ExrER OR • BRICK VENEER PER • BRICK TESP RSTRUCTURAL NS . WATERI ROOFING PER BE • CONCRETE WALL -SEE ASSEMBLY CI 3HR 2 L1OPACE IBC LE ITEM4-1.1 NOT RATED -L S —i- INTERIOR • UNCONDITIONED WALL ASSEMBLIES ASSEMBLY TYPE DETAIL DESCRIPTION FIRE RATING 1 SOUND RATING EXTERIOR WALLS El TYP. EXTERIOR WALL -WOOD FRAMED EXTERIOR • CLADDING PER ELEVATIONS • 1X PT. WOOD FURRING • WRB • 2lX"TYPE X STUDSO66GYPSUM SHEATHING • 2 X 6 WOOD STUDS PER STRUCTURAL • R-21 BATT INSULATION • 5/8' TYPE X GWB 1 HR GA WP 8105 NOT RATED — © V y n ^ \( \/ \ INTERIOR E2 2 HR EXTERIOR WALL - WOOD FRAMED EXTERIOR • CLADDING PER ELEVATIONS • 1X P T WOOD FURRING WRB • 5/8'TYPE X EXTERIOR GYPSUM SHEATHING • 2 X6 WOOD STUDS PER STRUCTURAL • R-21 BATT INSULATION • 2 LAYERS 5/8" TYPE X GWB 2 HR 8415 GA WPATE (2 HR RATED FROM INTERIOR ONLY PER IBC 705.5) NOT RATED © `� /x\JV4,\(y\/ �q7 ,�\(� \r /X\gyp INTERIOR E3 METAL FRAMED EXTERIOR WALL W1 FC CLADDING EXTERIOR • FIBER CEMENT CLADDING PER ELEVATIONS • 7/8" GALVANIZED STEEL HAT CHANNEL • 2" R-8.4 SEMI -RIGID MINERAL FIBER INSULATION • WRB • 5/8" TYPEX EXTERIOR GYPSUM SHEATHING • 6" STEEL STUDS@ 24' 0.C. • R-19 BATT INSULATION • 5/8" TYPE GWB 1 HR GA WP 8105 NOT RATED 1 - — — — '1 1 ' —_ - 1 J ( - - \ .. ... .. .. ... .. .... INTERIOR .. E4 METAL FRAMED- EXTERIOR WALL WI METAL CLADDING EXTERIOR • FLAT METAL PANEL CLADDING PER ELEVATIONS • 7/8" GALVANIZED STEEL HAT CHANNEL • 2"R-8.4 SEMI -RIGID MINERAL FIBER INSULATION • WRB • 5/8" TYPE X EXTERIOR GYPSUM SHEATHING • 6" STEEL STUDS @ 24" O.C. • R-19 BATT INSULATION • 5/8" TYPE X GWB 1 HR GAWP8105 NOT RATED - - - - -- --- ... .... ... ... .. ......... .... ...._. .. ....._ INTERIOR E5 METAL FRAMED EXTERIOR WALL WI METAL CLADDING - 10"STUD EXTEROR • FLAT METAL PANEL CLADDING PER ELEVATIONS • 7/8" GALVANIZED STEEL HAT CHANNEL • 2" R-8.4 SEMI -RIGID MINERAL FIBER INSULATION • WRB • 5/8" TYPE X EXTERIOR GYPSUM SHEATHING • 10"STEEL STUDS @24" 0.C. • 101/4 R-38 BATT INSULATION, INSTALL TIGHT TO EXTERIOR SHEATHING • 5/8" TYPE X GWB 1HR GA WP 8105 NOT RATED S/ - - ;,.. ..: ...,,-, INTERIOR E6 METAL FRAMED EXTERIOR WALL WI BRICK VENEER EXTERIOR • BRICK VENEER PER ELEVATIONS • BRICK TIES PER STRUCTURAL 2"1R-841SPACE SEMI -RIGID MINERAL FIBER INSULATION • • 5/8" TYPE X EXTERIOR GYPSUM SHEATHING • 6" STEEL STUDS @24"O.C. • 5/8" TYPE X GWB INSULATION HR GA WP 8105 NOT RATED �� XXVIL. NI i deliPPIa°9sNes°m°2oeee YEwlP wuiet; f - --- ----� INTERIOR E7 METAL FRAMED EXTERIOR WALL W/ BRICK VENEER- NON INSULATED EXTERIOR • BRICK VENEER PER ELEVATIONS • BRICK TIES PER STRUCTURAL • 1 1/2" AIR SPACE • WRB • 5/8" TYPE X EXTERIOR GYPSUM SHEATHING • 6° STEEL STUDS @24"O.C. • 5/8" TYPE X GWB 1 HR GAWP 8105 NOT RATED --------- .--------,------ INTERIOR- UNCONDITIONED E8 METAL FRAMED EXTERIORWALLW/ METAL CLADDING - NON INSULATED EXTERIOR • FLAT METAL PANEL CLADDING PER ELEVATIONS • WRB • 5/8" TYPE EXTERIOR GYPSUM SHEATHING • 6"STEEL STUDS @20O,C. • 5/8"TYPE XGWB HR GA WP 8105 NOT RATED ��_ INTERIOR • UNCONDITIONED 7 E9 METAL FRAMED EXTERIOR WALL W/ METAL CLADDING - NON INSULATED o ERIOR • FLAT METAL PANEL CLADDING PER ELEVATIONS • WRB • 518" TYPE X EXTERIOR GYPSUM SHEATHING • 6" STEEL STUDS @ 24" 0.C. • 6" STEEL STUDS @ 24" 0.C. • 5/8' TYPE X GWB 1 HR GA WP 8105 NOT RATED INTERIOR - UNCONDITIONED REVIEWED FOR APPROVED APR 0 2018 Ifi 104F7N• 05/5 C. CETV OF TUKWILA JAN 1 1 2018 PERMIT CENTER URi IAL ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East sarTe,00 Seattle, WA 98102 info@urbaIarchitecture.com www.urbalarchitecture.com T 206-257-0972 license 'RE'�GISTERED ,. ARCHITECT STATE OF AEI Erzo, DATE 01.10.2018 consultant logo project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submittals/revisions 100% SD PROGRESS PRINT 09.07.2017 BUILDING PERMITS ET 10311017 FOUNDATION 0NLY PERMIT J1 12.06.2017 BP CO RK.1 160%CD CHECKSET 1 01.101016 drawing title WALL TYPES drawing Information DATE 01.10.2018 SCALE 11/2" =1'-0" DRAWN PJ JOB ft 17-004 copyright pro u tur, PIA. o lSheet number FLOOR ASSEMBLIES ASSEMBLY TYPE DETAIL DESCRIPTION FIRE RATING SOUND RATING F1 SLAB ON GRADE • FINISH FLOOR PER I.D. PLANS • CONCRETE SLAB ON GRADE PER STRUCTURAL • VAPOR BARRIER PER B.E. • FREE -DRAINING GRAVEL BASE PER GEOTECH REPORT NOT RATED NOT RATED III=III=III=III=III Ill—III=11 FL TYP. CONCRETE SLAB W/ SUSPENDED CEILING CARPET ACE HARDFLOORING FLoRING HARD SURFACE FLOOR: • FINISH FLOOR PER I.D. PLANS • 1/4" ACOUSTIC ISOLATION MAT CARPET: • CARPET PER I.D. PLANS • CONCRETE SLAB PER STRUCTURAL, 6.2" MIN. THICKNESS • GWB SUSPENDED CEILING SYSTEM • 5/8" GWB, HEIGHT PER RCPs 3 HR BC TABLE 721.1(3), ITEM 1-1.1 NOT RATED F3 CONCRETE SLAB OVER UNCONDITIONED SPACE CONDITIONED CARPET HARD SURFACE FLOORING HARD SURFACE FLOOR: • FINISH FLOOR PER I.D. PLANS • 1/4" ACOUSTIC ISOLATION MAT CARPET. • CARPET PER I.D. PLANS • CONCRETE SLAB PER STRUCTURAL, 6.2" MIN. THICKNESS • R-38 BATT INSULATION W/ PSK LINER, PINNED FLUSH TO UNDERSIDE OF SLAB 3 HR INC TABLE 721.1(3), ITEM 1-1.1 NOT RATED "w a _ I I I I I I I I I UNCONDITIONED F'4 CONCRETE SLAB OVER EXTERIOR INTERIOR CARPET HARD SURFACE FLOORING HARD SURFACE FLOOR: • FINISH FLOOR PER I.D. PLANS • 1/4" ACOUSTIC ISOLATION MAT CARPET: • CARPET PER I.D. PLANS • CONCRETE SLAB PER STRUCTURAL, 6.2° MIN. THICKNESS • LIGHT-GUAGE STEEL SOFFIT FRAMING W/ 6" R-39 FOIL - FACED POLYISO RIGID INSULATION • 518" TYPE X EXTERIOR GYPSUM SHEATHING WRB • FIBER CEMENT PANEL SOFFIT 3HR INC TABLE 721.1(3), ITEM 1-1.1 NOT RATED - CS EXTERIOR F5 TYP. FRAMED FLOOR/CEILING • CARPET — . , HARD SURFACE FLOORING• HARD SURFACE FLOOR: FINISH FLOOR PER I.D. PLANS • 1"GYPSUM CEMENT TOPPING • 1/4" ACOUSTIC ISOLATION MAT CARPET: • CARPET PER I.D. PLANS • 11/4° GYPSUM CEMENT TOPPING • FLOOR SHEATHING PER STRUCTURAL • WOOD I -JOISTS PER STRUCTURAL • 31/2 BATT INSULATION • 112" RESILIENT CHANNEL • 2 LAYERS 5/8" TYPE X GWB HR IBC TABLE 721.1(3), ITEM 21-1.1 NOT RATED ( _ _ __IIIIIMIE 1 F6 FLOOR/CEILING OVER AMENITY ROOMS GROPET HARD SURFACE FLOORING HARD SURFACE FLOOR: • FINISH FLOOR PER I.D. PLANS • 1" GYPSUM CEMENT TOPPING • 1/4" ACOUSTIC ISOLATION MAT CARPET: • CARPET PER I.D. PLANS • 11/4' GYPSUM CEMENT TOPPING • FLOOR SHEATHING PER STRUCTURAL • WOOD I -JOISTS PER STRUCTURAL • 31/2 BATT INSULATION • RSIC-1 ACOUSTIC ISOLATION CLIPS • 2 LAYERS 5/8" TYPE XGWB HR IBC TABLE 721.1(3), ITEM 21-1.1 NOT RATED --'- - -- — F7 CONCRETE SLAB OVER CONDITIONED SPACE UNCONDITIONED • CONCRETE SLAB PER STRUCTURAL, 6.2" MIN. THICKNESS • R-38 BATT INSULATION W/ PSK LINER, PINNED FLUSH TO UNDERSIDE OF SLAB • GWB SUSPENDED CEILING SYSTEM W/6" R39 FOIL -FACED POLYISO RIGID INSULATION • 5/8" GWB, HEIGHT PER RCPs 3HR IBC TABLE 721.1(3), ITEM 1-1.1 NOT RATED - CONDITIONED F8 CONCRETE SLAB UNCONDITIONED • CONCRETE SLAB PER STRUCTURAL, 6.2' MIN. THICKNESS 3 HR IBC TABLE 721.1(3), ITEM 1-1.1 NOT RATED UNCONDITIONED ROOF ASSEMBLIES ASSEMBLY TYPE DETAIL DESCRIPTION FIRE RATING SOUND RATING R1 TYP. FRAMED ROOF -- - _ _ • ROOFING MEMBRANE • 1/4 GYPSUM COVERBOARD • RIGID INSULATION, SLOPED TO DRAIN PER PLANS, 6" MIN. THICKNESS, R-39 AVG. • SELF -ADHERED MEMBRANE • ROOF SHEATHING PER STRUCTURAL • WOOD I -JOISTS PER STRUCTURAL • 1/2" RESILIENT CHANNEL • 2 LAYERS 5/8" TYPE X GWB 1 HR IBC TABLE 721.1(3), ITEM 21-1.1 NOT RATED �� _ _-- -F -- - -- --- ------_-_- I R2 CONCRETE SLAB @ COURTYARD ROOF DECK GREEN ROOF ROOF DECK: • PRECAST CONCRETE PEDESTAL PAVERS PER LANDSCAPE PLANS • PROTECTION BOARD GREEN ROOF: • GREEN ROOF TRAY SYSTEM PER LANDSCAPE PLANS • DRAINAGE MAT • ROOFING MEMBRANE • CONCRETE SLAB PER STRUCTURAL, SLOPED TO DRAIN PER PLANS, 6.2" MIN. THICKNESS 3HR IBC TABLE 721.1(3), ITEM 1-1.1 NOT RATED, '.. ®_ (_III UNCONDITIONED REVIEWED FOR CODE-OOMPttANeE,E d. APPROVED APR Q 3 tote G, 11 D. tIJIC':tl,u- JAN112018 PERMIT CENTER UR3LO ARCHITECTURE URRAN!RURAL 1938 Fairview Avenue East serze 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture-com T 206-257-0972 Ilcense 9776 RARCHITECTEGISTERED HADA ENTZ sTATr, or nanNc ro DATE 01.10.201E consultant 090 project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 ey plan ubmatals/revisons 108h SD PROGRESS PRINT 09.072017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT 12.06.2017 BP CORR. 1/60%CD CHECK SETT 61.10.2018 drawm9 nee FLOOR/CEILING TYPES drawing Information DATE 01.10.2018 SCALE 11/2" = i'-0" DRAWN PJ JOB 0 17-004 opyright al n b3sheet number LINE OF L3 LINE OF GARAGE ENTRY CANOPY ABV MOUNTING HEIGHT APPROX A3 • JJ f AOR1.1ILEVEL 1 — PRELIMINARY EXTERIOR LIGHTING PLAN UNE OF L3 FLOOR ABV T UNE OF ENTRY CANOPY ABV • 1.44411,Itof 1_ jr LIGHTING LEGEND A A. GROUND UPLIGHT MFR: WAC LIGHTING MODEL: WAC462206 COLOR: BRONZE MOUNTING HEIGHT: EXTERIOR FINISH GRADE B B. RECESSED CAN MFR: DELTA MODEL: REO: MINI X DELTA LIGHT COLOR: TRIM MOUNTING HEIGHT: VARIES 81: CANOPY HEIGHT - 9'-3" B2: L2 OVERHANG -9'-0" qs L. F3tdz C. WALL -MOUNTED SCONCE, UP -DOWN MFR: WAC MODEL: RUBIX 2510 COLOR: BLACK MOUNTING HEIGHT: 9'-3" D D. WALL -MOUNTED SCONCE, UP -DOWN MFR: TBD MODEL: TBD COLOR: BLACK MOUNTING HEIGHT: 9'-3" ._ is St. PEDESTRIAN MFR: S� MODEL: III-40(SSL)-7042-120(MT)-KPL10 COLOR: Mr REVIEWED FOR ! CO PtIMMeET APPROVED APR 0 8 2010 `3UIl-PIMP 91\ AEOM RECE CITY OF - WiR C PERMIT LIGHT POLE S j r .65 K204-P2GS- CyrW BLACK VED UKWILA 2 2013 ENTER ErNTc'e URBAL ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East sure mo Seattle, WA 98102 Info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 rE. o,p cologo o nct „am STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 submittals/roysions DEMOLMON ER drawing [IIIC EXTERIOR LIGHTING PLAN .., awing miormabon DATE 12.20.201 SCALE 1/16" =1'-0" _ DRAWN Author JOB N 17-004 Copynght ADR 1.10 r- \\-�- C LINE FROM BUILDING \ AND AREA OF WEATHER PROTECTION 6' LINE FROM BUILDING AND AREA OF REQUIRED WEATHER PROTECTION POCHE INDICATES 6' WEATHER PROTECTION MET LINE OF L3 ABOVE, TYP PART OF PROPOSED WEATHER PROTECTION 1DR - WEATHER PROTECTION DIAGRAM ADRi.4 V,e•=,•o" BAKER BOULEVARD WEATHER PROTECTION CALCULATIONS: BAKER BLVD: REQUIRED WEATHER PROTECTION = 75/ WEATHER PROTECTION PROVIDED: (17-10' +25-6' * 85'-2')=128'-6" TOTAL LENGTH OF NORTHERN FACADE=171-4" WEATHER PROTECTION MET / TOTAL LENGTH: (128'-6' / 171'-4") x 100 = 75% E OF L3 ABV, TVP UTILITY EASEMENT TUILOIN DIVSIONI! RECEIVED CITY OF TUKWILA (,gipO 0 2 20)6 HERMIT CENTER UREALt ARCHITECTURE URBAN1RURAL 1938 Fairview Avenue East SUITE too Seattle, WA98102 info@urbalarchitecture.com www,urbalarchitecture.com T 206-257-0972 D'TINT name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 sodmrteais/sTTmore DE DON ERKT drawing EDO WEATHER PROTECTION DIAGRAM Braw=ng in Formation DATE 12.20.201 SCALE 1/16" =1'-0" DRAWN Author JOB # 17-004 copyright ADR 1.40 Sterling Southcenter Active Adult Apartments, 415 Baker Boulevard Product Recommendations C2DG Job # 2017062 Document Date: January 10, 2018 Sto `:t+f;.SL,'G3osFrt P 1 Waterproofing Admixture (WP1) Alternate Hydrophobic Concrete Admixture added to concrete mix to densify and provide waterproof concrete. Added at batch plant. Used to waterproof elevator pits, sumps, transformer vaults. Hycrete W-1000 System 2 Underslab Vapor Retarder (WPIA) Base Bid Vapor retarder directly below slab -on -grade at occupied spaces and any locations with floor finishes. Stego Industries LLC (Basis of Design) StegoWoap 10 mil, reinforced plastic -Class A Reef Industries, Inc. Grif(olyn Type-65 10 mil. reinforced plastic- Class A 4 Dampproofing (WP3A) / Cold -Applied Waterproofing (WP3B) Base Bid Waterproofing at back sides of planterwalls that are not against living space (single coat application). Waterproofing at below grade transitions to grade from bentonite (double coat application) Carlisle CCW Miraseal Pacific Polymers Elasto-Deck BT Tremco, Inc. TREMProof 250GC 5 Hot -Applied Waterproofing (WP5) Base Bid Waterproofing at hoizontal structural l PT concrete slabs, over occupied space, with pavers or landscaping. CETCO Strafaseal HR American Hydrotech, Inc. Monolithic Membrane 6125 Carlisle Coatings & Waterproofing, Inc. CCW-500R Soprema, Inc. Colphene H Tremco, Inc. TREMProof 6100 6 Liquid -Applied Flashing at Roofing and Miscellaneus Waterproofing Locations Base Bid Self -terminating reinforced liquid applied flashing compatible with hot -applied waterproofing and as approved by roofing manufacturer. Soprema, Inc. Alsan RS Reinforced PMMA Flashing System 7 Drain Mat (For Podium, Horizontal, and Planter Waterproofing) Base Bid Dimpled plastic drainage panels with woven filter fabric applied over protection board and hot -applied waterproofing at landscaped or split -slab areas over occupied space, also used to line planters, adjacent to or over occupied space CETCO Aquadrain American Hydrotech, Inc. Hydrodrain 990 Carlisle Coatings & Waterproofing, Inc. CCW Miradrain 9900 Soprema, Inc. Sop Drain 18-G Tremco, Inc. TREMDrain 3000 8 Drain Mat (For Vertical Below Grade Waterproofing) Base Bid Dimpled plastic drainage panels with woven Liter fabric applied over (or behind) bentonite waterproofing at backfilled foundations, retaining walls and shoring walls. EPRO Waterproofing Systems Ecodrain-E Carlisle Coatings and Waterproofing Inc. COW Mired in 6200XL CETCO Aquadrain 15XP TREMCO, Inc. TREMDrain 100PF 9 Below Grade Fluid Applied Waterproofing (WP2) Base Bid Cold liquid Applied Waterproofing System (over continuous dram mat) or to foundation at back filled construction. Also used for waterproofing at elevator pits, sumps, and transformer vaults. EPRO Waterproofing Systems EPRO System III -LW at Blindside Conditions (Epro Membrane 60 Mill Minimum, Geomembrane, Drain Mat) EPRO System III-CW at Backfilled Conditions (Epro Membrane 60 Mill Minimum, Geomembrone, Drain Mat) 10 Waterstops Base Bid Bentonite walerstops at below grade and exposed concrete joints at living or occupied space. EPRO Waterproofing Systems Eprostop-HPL 11 Water Repellents (WPBA) Base Bid Transparent penetrating water repellent applied to brick, exposed exterior concrete or CMU. BASF Construction Chemicals, LLC. Hydro 100 Evonik Industries Protectosil Chem-Trete BSM 400 PROSOCO, Inc. SURE KLEAN SL 100 Tnemec, Inc. Du r A Pell 100 12 Anti -graffiti Repellent (WPBB) Base Bid Water repellent per above description with an anti -graffiti component. Recommended at street frontage and similar unsecured areas accessible to the public. Evonik Industries Protectosil ANT GRAFFITI PROSOCO, Inc. SURE KLEAN Blok-Guard and Graffiti Control Ultra Tnemec, Inc. Dur AP I GS 13 Vapor Barrier- Liquid Applied Base Bid Interior vapor barrier to control vapor transmission through the wall assembly and prevent moisture condensation at the dew point. Benjamin Moore and Co. Super Spec latex Vapor Barrier Primer Sealer 260 Sherwin-00lbams Moisture Vapor Barter B72W00001 14A Weather -Resistive Barrier (WRB) / Air Barrier (AB) - Concealed Over Sheathing Base Bid Breathable membrane behind exterior cladding (over sheathing) that prevents water intrusion through the wall assembly and allows the wall to breathe (vapor to escape). When installed with taped or sealed laps or when applied as self -adhered, the WRB will provide an air barrier. Self Adhered (SA) recommended to achieve enhanced air barrier option under the 2015 Washington State Energy Code. Vaproshield WrapShield IT (integral tape) or SA (Self -Adhered) 14C Weather -Resistive Barrier UV (WRB)1 Air Barrier (AB) - When Exposed at Open Joints / Exposed Locations Base Bid Breathable membrane as described above but UV stable for open joint cladding systems and black so as to not be visible. When installed with taped or sealed laps or when applied as self -adhered, the WRB will provide an air barrier. Self Adhered (SA) recommended to achieve enhanced air barrier option under the 2015 Washington State Energy Code. Vaproshield RevealShield IT (integral tape) or SA (Self -Adhered) 14B Weather Resistive Barrier (WRB) / Air Barrier (AB) - For Concrete Substrate Base Bid Breathable membrane behind exterior cladding (over concrete) that prevents water intrusion through the wall assembly and allows the wall to breathe (vapor to escape). Vaproshield WrapShield SA (Self -Adhered) 15A Air Barrier Sealant Base Bid For sealing weather resistive barrier/ air barrier at laps, penetrations, and fleshings. Dow Coming (For use at Vaproshield WrapShield IT) Dow 758 15B Air Barrier Tape Base Bid For sealing weather resistive barter/ air barrier at laps, penetrations, and fleshings. Vaproshield (For Use at Vaproshield WrapShield IT) VaproTape 16A Plastic Sill Pan Base Bid Sill pan system with separate comers and shims, with back and end dams, placed beneath window to direct water from sill and jamb interior to the exterior of the air barrier / drainage plane. Custom Gaskets LTD / CG Rainscreen Technologies LTD. SillSaver 16B Liquid Applied Window / Door Flashing System (Including Storefront W ndows and Doors) Alternate Breathable liquid -applied window and door rough opening flashing system for flush or recessed windows or doors including flanged and storefront windows. Also used to flash irregular penetrations of the air barrier. May include flashing of the entire rough opening or application at the sill only as a substitute for sheet metal sill pans Vaproshield (Basis of Design) VaproLiqui-Flash Prosoco, Inc. R Guard Fast Flash 17A Window and Door (Including Storefront Windows and Doors) Penetration Wrap / Sill Apron / Target Fleshings- Concealed Locations Base Bid Vapor permeable self -adhered sheet compatible with Base Bid Weather Resistive Barrier material wrapped into or around openings such as windows, doors, storefront openings that is lapped into the WRB and protects the opening from water intrusion. Requires a fully -soldered or welded galvanized, stainless or aluminum pan at the sill, sealed plastic or liquid applied sill pan. Vaproshield WrapShield IT / WrapShield SA (Self -adhered) with pre -manufactured comer pieces 18A Self Adhered Flashing at Wndow and Door Openings (Including Storefront Windows and Doors) - Concealed Locations Base Bid Vapor Permeable Self -Adhered Sheet Compatible with Base Bid Weather Resistive Barrier Vaproshield WrapShield SA (Self -adhered) 18D Self -Adhered High Temperature Fleshings at Roof Copings and at Miscellaneus Fayade Locations Where Indicated Base Bid High Performance, Self Adhered, Self -Sealing Flashing Membrane for high temperature applications W.R. Grace Grace Ultra 19 Roof Membrane (WP4) Base Bid 3 ply SBS Modified Bitumen Low slope roofing membrane system suitable for concealed, below green roof areas (with root barrier and drain mat) or roofing membrane below pavers / decking Soprema, Inc. Base Sheet and middle plies: Sopralene Flam FR 180 / cap ply: Sopralene Flam 180 FRGR Siplast Vegetated Green Roof Assembly - Teranap 3-ply torch applied modified bitumen SBS assembly 20 Exterior Sealants Base Bid Exterior latex "hybrid" sealant at fiber cement products, vinyl window frames, areas that require sealant to be painted with exterior latex paint. Bostik Findley, Inc. Pro MS-50 BASF Construction Chemicals, LLC. MasterSeal NP 150 Premium Sealant Exterior silicone sealant at exposed concrete, storefront frames, areas where sealant is left unpainted or is painted with a compatible elastomertc coating. Dow Corning, Inc. Dow 795 Silicone 21 Window / Door Flange Sealant Base Bid Non -skinning butyl sealant at flanged windows and doors at the back of the frame flanges (or aka "Fins") Sika SikaLastomer 511 Pecora BA-98 Non -Skinning Butyl Sealant Tr co TremPrB JS-773 22 Elastomeric Coating (paint) Alternate Breathable elastomertc paint coating for exterior cast in -place concrete to be painted. Dow Coming, Inc. All -Guard Momentive Performance Materials SilShelld SEC2400 23 Traffic Coatings Base Bid Elastomeric membrane applied to concrete slabs that are over spaces and exposed t0 the weather. Exposed membranes at decks or balconies. BASF Masterseal Traffic 1500 Pacific Polymers International, Inc. Elasto-Deck 5000 HT TREMCO, Inc. Vulkem 350 NF/345/346 FLASHING SCHEDULE ITEM GAGE LAPS OR SEAMS FINISH WINDOW + DOOR HEAD FLASHING 26 SOLDERED END DAMS BONDERIZED GSM (BGSM) WINDOW & WINDOW WALL SILL PANS 24 2 PC FULLY SOLDERED ENDS 6" LAPS SET IN 3 BEADS SEALANT (GALVANIZED SHEET METAL) GSM DOOR SILL PANS 24 PC SFULLY SOLDERED NO GSM STOREFRONT PANS MATCH STOREFRONT FRAMES FULLY WELDED NO LAPS ANODIZED ALUMINUM KNIFE PLATE FLASHING 24 FULLY SOLDERED 2 PC FLASHING LAPPED + SET TOGETHER IN SEALANT GSM DRIP FLASHINGS / KICK OUT FLASHINGS 24 4" LAPS SET IN SEALANT BGSM UTILITY BOX CAP FLASHING 24 FULLY SOLDERED BGSM EXHAUST VENT HOODS + FLANGES 24 FULLY SOLDERED BGSM STOREFRONT CURB FLASHING (INDEPENDENT OF PAN) 22 4" LAPS SET IN 3 BEADS SEALANT ANODIZED ALUMINUM COUNTER FLASHING + REGLETS 24 4" LAPS GSM COPINGS 24 STANDING SEAMS OR SPLICE PLATE, AS DETAILED 6" LAPS EA. SIDE SET IN 3 BEADS SEALANT E.S. BGSM COPING CLEATS + SPLICE PLATES 22 BUTT JOINTS, ALLOW FOR EXPANSION GSM BALCONY EDGE FLASHING (WITH TRAFFIC COATING) 24 4" LAPS FULLY SOLDERED BGSM BALCONY DECK TO WALL FLASHING (WITH TRAFFIC COATING) 24 4" LAPS FULLY SOLDERED GSM BOOT FLASHINGS 24 FULLY SOLDERED GSM SCUPPERS 24 FULLY SOLDERED GSM CONDENSING UNIT PLATFORM 22 STANDING SEAMS GSM CONDENSER LINE HOOD 24 FULLY SOLDERED GSM WATERPROOFING NOTES WP1 HOT APPLIED WATERPROOFING WP2 BENTONITE WATERPROOFING WP3 DAMPPROOFING WP3A COLD -APPLIED WATERPROOFING WP4 ROOF MEMBRANE WP5 NOT USED WP6 NOT USED WP7 TRAFFIC COATING WP8 ANTI-GRAFITI REPELLENTS BEET INDEX 8E0.00 INDEX, GENERAL NOTES AND SCHEDULES 13E3.00 TYPICAL BELOW -GRADE DETAILS BE3.01 TYPICAL AT -GRADE DETAILS AND PODIUM DETAILS BE3.02 TYPICAL PODIUM DETAILS BE3.03 TYPICAL PODIUM DETAILS 8E4.00 WINDOW WINDOW FLASHING SEQUENCE: METAL SILL BE4.01 STOREFRONT WINDOW FLASHING SEQUENCE:CONCRETE CURB BE4.02 FLANGED DOOR FLASHING SEQUENCE BE4.03 SWING DOOR FLASHING SEQUENCE BE4.04 KNIFE PLATE WRAP SEQUENCE BE4.05 PENETRATION FLASHING SEQUENCE / COLLAR DETAILS BE4.06 TYPICAL PENETRATION DETAILS BE4.07 PENETRATION DETAILS BE5.00 WALL AND SOFFIT DETAILS BE9.00 TYPICAL ROOF DETAILS 13E9.01 TYPICAL ROOF DETAILS 8E9.02 TYPICAL ROOF DETAILS BUILDING ENVELOPE NOTES: 1. PROVIDE PENETRATION WRAP & FLASHING AT WINDOWS PER SHEETS BE4.00A AND BE4.00B. 2. PROVIDE PENETRATION WRAP AND FLASHING AT STOREFRONT WINDOWS PER SHEET 13E4.01. 3 4. PROVIDE PENETRATION WRAP & FLASHING AT SWING DOORS PER SHEET 13E4.02. 4. PROVIDE PENETRATION WRAP & FLASHING AT SLIDING GLASS DOORS PER SHEET BE4.03. 5. PROVIDE FLASHING SEQUENCE AT KNIFE PLATES FOR CANOPIES OR RAILINGS THAT REQUIRE A 2-PIECE FLASHING PER SHEET BE4.04. 6. SEE 15 / BE4.05 FOR TARGET FLASHING FOR MOUNTING FLAT PLATES TO EXTERIOR WALLS. 7. SEE 14 / BE4.05 FOR FLASHING TERMINATION/KERF AT CONC WALLS (WITHOUT A CAST REVEAL). 8. SEE 13 / 13E4.05 FOR TYPICAL SEALANT JOINT & BACKER ROD. 9. PROVIDE FLASHING @ PIPE PENETRATIONS PER 13E4.06. 10. PROVIDE A 2-PIECE FLASHING COLLAR AT PENETRATIONS THAT WILL NOT ACCEPT A 1-PIECE OR QUICKFLASH COLLAR - SUCH AS GAS METER PIPING PER 11 / 13E4.06. AIR BARRIER (AB) GENERAL NOTES: 1. THIS PROJECT IS REQUIRED TO HAVE A CONTINUOUS AIR BARRIER PER CHAPTER 13 REQUIREMENTS OF THE 2015 WASHINGTON STATE ENERGY CODE (WSEC). 2. REFER TO 2015 WSEC C406.9 FOR AIR LEAKAGE REQUIREMENTS. 3. BUILDING ENVELOPE IS REQUIRED TO BE TESTED PER WSEC C406.9 WITH AN AIR LEAKAGE RATE OF 0.25 CFM/FT AT PRESSURE DIFFERENTIAL OF 0.3" WATER GAUGE IN ACCODANCE WITH ASTM E 779 OR EQUIVELENT. A REPORT INCLUDING THE TESTED SURFACE AREA, FLOOR AREA, AIR BY VOLUME, STORIES ABOVE GRADE AND LEAKAGE RATES WIL BE SUBMITTED TO THE BUILDING OWNER AND THE CODE OFFICIAL. 4. BUILDING ENVELOPE, INCLUDING AIR BARRIER INSTALLATION, WILL BE INSPECTED DURING CONSTRUCTION AND TESTED IN ACCORDANCE WITH WSEC REQUIREMENTS FOR RESIDENTIAL AND NON-RESIDENTIAL SPACES. INSPECTION AND TESTING REPORTS WILL BE PROVIDED TO THE BUILDING DEPARTMENT UPON SUBSTANTIAL COMPLETION. 5. VARIOUS COMPONENTS OF THE BUILDING EXTERIOR ENVELOPE ENCLOSURE WHEN INSTALLED AS INDICATED IN THE BUILDING ENVELOPE (BE) DETAILS CONSTITUTE A CONTINUOUS AIR BARRIER AND ARE INDICATED IN THE DETAILS AS "AB". 6. CONTINUOUS AIR BARRIER COMPONENTS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING ITEMS: 6.1. WEATHER RESISTIVE BARRIER (WRB) 6.2. PENETRATION FLASHING 6.3. SELF -ADHERED MEMBRANE FLASHING (SAM) AND UNDERLAYMENT 6.4. ROOFING MEMBRANE 6.5. VINYL NAIL FIN WINDOWS, PATIO DOORS, AND SWING DOORS 6.6. ALUMINUM STOREFRONT FRAMING, GLAZING, AND ENTRANCES 6.7. SEALANT AND DOUBLE SIDED TAPE (AS CALLED OUT IN DETAILS AND AS REQUIRED BY WRB MANUFACTURER FOR AIR BARRIER INSTALLATION PENETRATION FLASHING • PENETRATION FLASHING AND PRE -FORMED CORNER BOOTS TO BE WEATHER RESISTIVE BARRIER PER SPECS WEATHER RESISTIVE BARRIER (WRB) • WEATHER RESISTIVE BARRIER TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS TO PROVIDE A CONTINUOUS AIR BARRIER REVIEWED FOR CODE LOMPLIANCE APPROVED APR032018 1 COp1Tukwila ' 11fiti iN® DlVIS141'1 REr..en;ED CIT', OF TUK',','ILA JAN112018 PERMIT CENTER URBAL ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE MO Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 lc co nsuitsnt logo 2..289.0072 CROSS 2 DESIGN GROUP Project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan 100%6D PROGRESS PRINT 09.07.2017 BUILDING PE ITS t0.31.2017 FOUNDATION ONLY PERMIT Am moi BP CORM 160%CD CHECK SET e 01,10.2018 drawing title INDEX, GENERAL BE NOTES AND SCHEDULES drawing information DATE 01.10.2018 SCALE As indicated DRAWN AL/AZ JOB # 2017062 opyrlght "Torn.".","f e sheet number 4 4 lettx jett\l,\iekt \w‘w; ‘t, \ CONCRETE FOUNDATION WALL PER ARCHITECTURAL / STRUCTURAL FLUID APPLIED BELOW GRADE WATERPROOFING SYSTEM (MINIMUM 60 MILS) ----- MEMBRANE SYSTEM GEOMEMBRANE (PER SPECIFICATION) SEALANT JOINT AND BACKER ROD MEMBRANE DETAIL COAT AND RE/ NFORCEMENT PLAN SECTION - COLD JOINT AT FOUNDATION WALL (9 SCALE 3" = 1,0" 1 ' - 0 < \ < a I 1 / . , .44 \/ es/ es/ e‘,/ e./ ee/e„,e, DETAIL COAT AT PENETRATION: A. TRIM THE DRAIN MAT TO WITHIN 1/8" OF THE PENETRATION (SHOULD BE AS SNUG AS POSSIBLE). B. APPLY A MIN. 30-MIL BASE COAT OF SPRAY -APPLIED MEMBRANE IN A 6" RADIUS ON THE DRAIN MAT, AROUND THE PENETRATION, AND 6" LIP THE PENETRATING OBJECT. C. EMBED 6" VVIDE REINFORCEMENT FABRIC INTO THE BASE COAT, WRAPPING IT AROUND THE PENETRATION 3" ONTO THE FIELD AND 3" UP THE PENETRATION D. APPLY A MINIMUM 60-MIL COAT OF SPRAY APPLIED MEMBRANE AROUND AND ONTO THE PENETRATION WHILE CREATING A 45 DEGREE CANT AT THE BASE OF THE PENETRATION E. SECURE THE MEMBRANE AND REINFORCEMENT FABRIC AROUND THE PENETRATION WITH A NYLON OR POLYPROPYLENE CINCH TIE. ki 4 MEMBRANE DETAIL COAT AND REINFORCEMENT MEMBRANE CANT NYLON OR POLYPROPYLENE CINCH TIE PIPE PENETRATION CONCRETE FOUNDATION WALL MEMBRANE SYSTEM GEOMEMBRANE SHORING PER STRUCTURAL TYPICAL PENETRATION THROUGH FOUNDATION WALL SCALE 3" = t-0" ELEVATOR PIT FLOOR SLAB PER ARCHITECTURAL / STRUCTURAL UNDERSLAB VAPOR BARRIER (WHERE OCCURS) CONTINUOUS WATERSTOP AT COLD JOINTS I / \ FLUID APPLIED BELOW GRADE WATERPROOFING SYSTEM (MINIMUM 90 MILS) MEMBRANE SYSTEM GEOMEMBRANE CONTINUOUS WATERSTOP AT COLD JOINTS, TYPICAL SLAB ON GRADE PER ARCHITECTURAL / STRUCTURAL; REFER TO STRUCTURAL FOR SLAB / FOUNDATION WALL DESIGN AND CONFIGURATION \ \-% PROVIDE MEMBRANE DETAIL COAT AND REINFORCEMENT AT INSIDE / OUTSIDE CORNER AND OTHER TRANSITIONS, TYPICAL TYPICAL ELEVATOR PIT BELOW GRADE WATERPROOFING 0 SCALE 1 1/2" = 1-0" FOUNDATION WALL PER ARCHITECTURAL / STRUCTURAL FLUID APPLIED BELOW GRADE WATERPROOFING SYSTEM (MINIMUM 60 MILS) MEMBRANE SYSTEM GEOMEMBRANE CONTINUOUS WATERSTOP AT COLD JOINTS FOOTING AND SLAB ON GRADE PER STRUCTURAL: REFER TO STRUCTURAL FOR SLAB / FOUNDATION WALL / FOOTING DESIGN AND CONFIGURATION VAPOR BARRIER TAPE PERIMETER FOOTING DRAIN SYSTEM PER CIVIL; PERFORATED PIPE IN ROCK AND GEOTEXTILE "SOCK" UNDERSLAB VAPOR BARRIER (WHERE OCCURS) FOUNDATION FOOTING - BACKFILLED CONDITION 0 SCALE: 1 1/2" = 1,0" CONTINUOUS WATERSTOP AT COLD JOINTS VAPOR BARRIER TAPE UNDERSLAB VAPOR BARRIER NOTE: ELEVATED SLAB CONDITION IS OF SIMILAR DESIGN \ FOUNDATION WALL PER > \ \ < \ < PERIMETER FOOTING DRAIN < SYSTEM PER CIVIL; PERFORATED PIPE IN ROCK ‘‘. AND GEOTEXTILE "SOCK" • . 6 > > / \ ARCHITECTURAL / STRUCTURAL FLUID APPLIED BELOW GRADE WATERPROOFING SYSTEM (MINIMUM 60 MILS) MEMBRANE SYSTEM GEOMEMBRANE PROVIDE MEMBRANE DETAIL COAT AND REINFORCEMENT AT TRANSITION FOOTING AND SLAB ON GRADE PER STRUCTURAL: REFER TO STRUCTURAL FOR SLAB / FOUNDATION WALL / FOOTING DESIGN AND CONFIGURATION. ELEVATED SLAB SIMILAR. STEPPED FOUNDATION FOOTING - BACKFILLED CONDITION 0 SCALE: 1 1/2" = 1,0" CONCRETE FOUNDATION WALL PER ARCHITECTURAL / STRUCTURAL FLUID APPLIED BELOW GRADE WATERPROOFING SYSTEM (MINIMUM 60 MILS) MEMBRANE SYSTEM GEOMEMBRANE BELOW GRADE / PERIMETER DRAINAGE SYSTEM PER CIVIL BACKFILL PER CIVIL / STRUCTURAL BELOW -GRADE WATERPROOFING SYSTEM - BACKFILLED ASSEMBLY NOTE: OCCURS AT ALL HORIZONTAL & VERTICAL ABOVE 8 BELOW GRADE JOINTS. 0 SCALE: 3" = 1'-0" - CONCRETE SLAB ON GRADE PER ARCHITECTURAL / STRUCTURAL UNDERSLAB VAPOR BARRIER COMPACTED BASE PER STRUCTURAL / CIVIL VAPOR BARRIER AT SLAB ON GRADE 0 SCALE: 3" = 1'-0" FOOTING DRAIN SYSTEM AS OCCURS PER CIVIL BELOW GRADE WATERPROOFING SYSTEM REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 a 2010 eItyorRilwila 71 /II DINER PIVIA101" CONTINUOUS WATERSTOP AT SECEIVED COLD JOINTS CFCY OF TUKWILA AN I I 2018 PERMIT CENTER FOUNDATION WALL OR SLAB ON GRADE WHERE LOCATED BELOW GRADE COLD JOINT TYPICAL WATERSTOP AT COLD JOINT 0 SCALE: 3". 1,0" U It I: AL ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East StnTE too Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 ILense consultant logo Seattle, Vse, satos t. asa.saa osaa I 208.2e3 OS" a. Inta@cross.s.com CROSS 2 DESIGN GROUP project nerne STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submittals/revisions 100% SD PROGRESS PRINT 09.07.2017 BRUINS PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT A 12.062017 SP CORR.1 60% RD CHECK S j 01.102010 drawing title TYPICAL BELOW -GRADE DETAILS drawing information DATE 01.10.2018 SCALE As IndIceted DRAWN AL/AZ JOB # 2017062 copyright We k sheet number • • THRESHOLD PER ARCHITECTURAL SEALANT JOINT AND COMPRESSIBLE JOINT FILLER SIDEWALK PER ARCH ITECTU RAL / STRUCTURAL SHEET METAL FLASHING WITH HEMMED EDGE BELOW -GRADE SELF -ADHERED FLASHING CONTINUOUS WATERSTOP AT COLD JOINTS DRAIN MAT TERMINATION BAR AND TOOLED SEALANT PER MANUFACTURER BELOW -GRADE WATERPROOFING SYSTEM THIS DETAIL ILLUSTRATES THE FLASHING SEQUENCE ON THIS SHEET. REFER ELSEWHERE IN THE BUILDING ENVELOPE SHEETS FOR PROJECT SPECIFIC DETAILS WHERE THEY OCCUR BELOW —GRADE TRANSITION AT DOOR THRESHOLD rea-- SCALE: N.T.S. METAL "L" ANGLE SEALANT JOINT AND BACKER ROD STOREFRONT WINDOW FRAME PER ARCHITECTURAL LIQUID -APPLIED PENETRATION FLASHING OVER SHEET METAL FLASHING SEALANT JOINT AND BACKER ROD SEALANT JOINT AND COMPRESSIBLE JOINT FILLER SIDEWALK PER ARCHITECTURAL / STRUCTURAL LIQUID -APPLIED FLASHING SHEET METAL FLASHING WITH HEMMED EDGE BELOW -GRADE SELF -ADHERED FLASHING CONTINUOUS WATERSTOP AT COLD JOINTS DRAIN MAT TERMINATION BAR AND TOOLED SEALANT PER MANUFACTURER BELOW -GRADE WATERPROOFING SYSTEM THIS DETAIL ILLUSTRATES THE FLASHING SEQUENCE ON THIS SHEET. REFER ELSEWHERE IN THE BUILDING ENVELOPE SHEETS FOR PROJECT SPECIFIC DETAILS WHERE THEY OCCUR BELOW —GRADE TRANSITION AT STOREFRONT WINDOW SILL SCALE: N.T.S. 0 CONCRETE WALL PER ARCHITECTURAL / STRUCTURAL ---- WATER REPELLANT / ANTI -GRAFFITI REPELLANT SEALANT JOINT AND BACKER ROD IN FORMED REGLET IN CONCRETE SHEET METAL WALL FLASHING AND REMOVABLE COUNTER FLASHING WITH HEMMED EDGE ---- GRADE SLOPED AWAY FROM BUILDING TERMINATION BAR AND TOOLED n> SEALANT PER MANUFACTURER BELOW -GRADE WATERPROOFING SYSTEM MTT PER ARCHITECTURAL CLADDING PER ARCHITECTURAL WEATHER RESISTIVE BARRIER SHEET METAL FLASHING WITH HEMMED EDGE WATER REPELLANT / ANTI -GRAFFITI REPELLANT TERMINATION PER BELOW GRADE WATERPROOFING MANUFACTURER GRADE SLOPED AWAY FROM BUILDING BELOW -GRADE WATERPROOFING SYSTEM BELOW —GRADE TERMINATION AT GRADE 0 BELOW —GRADE TERMINATION AT GRADE WITH SIDING SCALE 3,1,0" (EXPOSED FOUNDATION) SCALE: 3,1,0" CONCRETE WALL PER ARCHITECTURAL / STRUCTURAL WATER REPELLANT / ANTI -GRAFFITI REPELLANT SEALANT JOINT AND COMPRESSIBLE JOINT FILLER SIDEWALK PER ARCHITECTURAL / STRUCTURAL COLD -APPLIED WATERPROOFING TERMINATION BAR AND TOOLED SEALANT PER MANUFACTURER BELOW -GRADE WATERPROOFING SYSTEM BELOW —GRADE TERMINATION AT PAVEMENT 0 SCALE: 3,1,0" "--r• ARCHITECTURAL °TE a ' PER ARCHITECTURAL r I CLADDING PER ARCHITECTURAL WEATHER RESISTIVE BARRIER SHEET METAL FLASHING WITH HEMMED EDGE WATER REPELLANT / ANTI -GRAFFITI REPELLANT SEALANT JOINT AND COMPRESSIBLE JOINT FILLER SIDEWALK PER ARCHITECTURAL / STRUCTURAL TERMINATION BAR AND TOOLED SEALANT PER MANUFACTURER BELOW -GRADE WATERPROOFING < SYSTEM BELOW —GRADE TERMINATION AT PAVEMENT WITH SIDING 2 (EXPOSED FOUNDATION) SCALE: 3,1-0" PER Li I CLADDING PER ARCHITECTURAL I WEATHER RESISTIVE BARRIER SHEET METAL FLASHING WITH HEMMED EDGE - BELOW -GRADE SELF -ADHERED FLASHING TERMINATION BAR AND TOOLED SEALANT PER MANUFACTURER GRADE SLOPED AWAY FROM BUIILDING SHEET METAL UV PROTECTION FLASHING WITH HEMMED EDGE BELOW -GRADE WATERPROOFING SYSTEM BELOW —GRADE TERMINATION AT GRADE WITH SIDING (NON —EXPOSED FOUNDATION) SCALE: 3,1-0" PER ARCHITECTURAL 1.d CLADDING PER ARCHITECTURAL WEATHER RESISTIVE BARRIER SHEET METAL FLASHING WITH HEMMED EDGE REVIEWED FOR CODE CCnvtPLIANC, SHEET METAL UV PROTECTION APPROVED FLASHING WITH HEMMED EDGE APR 0 3 MO SEALANT JOINT AND COM PRE SIBLE JOINT FILLER 0411.13,1NQ plop, SIDEWALK PER ARCHITECTURAL /— STRUCTURAL TERMINATION BAR AND TOOLED SEALANT PER MANUFACTURER P.E.rn:EknED Cr TUi<iviLA JAN BELOW-GRADE SELF -ADHERED I 2018 FLASHING PERMIT CENTER BELOW -GRADE WATERPROOFING SYSTEM BELOW —GRADE TERMINATION AT PAVEMENT WITH SIDING (Th (NON —EXPOSED FOUNDATION) SCALE: 3,1,0" URBALO ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license consultant logo 1 I 208 282.0088 10, f. 208.283 0.72 ::o V7,•,!:,':::gto'n°,7 CROSS 2 DESIGN GROUP project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submatals/revisions 100080PROGRESSFRINT MOLDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT 1 12462017 BPCORR.1/BI00008ECIOSEIA, 01.10.2013 drawing ntle TYPICAL AT —GRADE DETAILS drawing information DATE 01.10.2018 SCALE As Indicated DRAWN AL/AZ JOB # 2017062 copyright OW mhOcItre v=tur m sheet number .09.07.2017 ID / a 4 4 a 4 a 4 4 COPING PER LANDSCAPE / ARCHITECTURAL PARTIALLY GROUT COPING TO PROVIDE FORMED REGLET AND INSTALL SEALANT JOINT AND BACKER ROD -- WALL FLASHING AND REMOVABLE COUNTER FLASHING WITH HEMMED EDGE a 4 TERMINATION BAR AND TOOLED SEALANT PLANTER GRADE LEVEL PER ARCHITECTURAL / LANDSCAPE PLANTER WALL PER ARCHITECTURAL / STRUCTURAL COLD APPLIED WATERPROOFING SYSTEM WITH PROTECTION COURSE DRAIN MAT PLANTER WATERPROOFING TERMINATION 0 SCALE 6" = 1,0" '4 '4 0 4 2X PAVERS PER ARCHITECTURAL / LANDSCAPE PLANTER WALL PER ARCHITECTURAL / STRUCTURAL COLD APPLIED WATERPROOFING SYSTEM WITH PROTECTION COURSE DRAIN MAT TREAT REINFORCING BARS OR DOWEL PENETRATIONS THROUGH WATERPROOFING PER MANUFACTURER'S TYPICAL DETAIL DRAIN MAT PROTECTION LAYER —HOT RUBBERIZED ASPHALTIC MEMBRANE SYSTEM / CONCRETE SLAB PER ARCHITECTURAL <4/ STRUCTURAL 7\A7\ SLOPE TO DRAIN a 1/4" PER FOOT SLOPE TO DRAIN 1/4" PER FOOT 4 PLANTER BASE WATERPROOFING - DOWELLED PLANTER SCALE 6" = 1'-0" \,11 LY 4 4 a 4 4 a '4 4 V\ 2) 4 Zz2 4 XXV / PAVERS PER ARCHITECTURAL / LANDSCAPE PLANTER WALL PER ARCHITECTURAL / STRUCTURAL COLD APPLIED WATERPROOFING SYSTEM WITH PROTECTION COURSE DRAIN MAT DRAIN MAT PROTECTION LAYER HOT RUBBERIZED ASPHALTIC MEMBRANE SYSTEM CONCRETE SLAB PER ARCHITECTURAL /4/. / STRUCTURAL 2)KXXXX4 `4 SLOPE TO DRAIN 1/4" PER FOOT a' \l`'4 PLANTER BASE WATERPROOFING - "FLOATING PLANTER' 0 SCALE 6" = 1,0" CONCRETE WALL PER ARCHITECTURAL / STRUCTRURAL EXTEND PMMA FLASHING AND SELF -TERMINATE; APPLY ADDITIONAL COLOR COATS WHERE VISIBLE AT VERTICAL WALL APPLICATION PMMA (POLYMETHYL METHACRYLATE) REINFORCED FLASHING SYSTEM PROTECTION LAYER HOT RUBBERIZED ASPHALTIC MEMBRANE SYSTEM PAVERS - PER — ARCHITECTURAL / LANDSCAPE CONCRETE SLAB PER ARCHITECTURAL / STRUCTURAL 4 j, 4" (OR PER MANUFACTURER) 4 e- < WALL TERMINATION (PMMA LIQUID FLASHING) 0 HEAVY GAUGE SHEET METAL EDGE / COUNTER FLASHING WITH HEMMED EDGE; FULLY EMBED IN SEALANT OVER CONCRETE TERMINATION BAR AND TOOLED SEALANT EXTEND MEMBRANE AND NEOPRENE FLASHING UP THE WALL NEOPRENE FLASHING AT TRANSITIO PROTECTION LAYER HOT RUBBERIZED ASPHALTIC MEMBRANE SYSTEM PAVERS - PER ARCHITECTURAL / LANDSCAPE PER ARCHITECTURAL / STRUCTURAL \ \ TERMINATION AT CURB / CONCRETE SLAB ALIGN SCALE: 6" = 1,0" ALIGN CONCRETE CURB OR SLAB PER ARCHITECTURAL / STRUCTURAL a • ,kr 4 ZO > 3" CONCRETE SLAB 41< / 43, a 4 (NEOPRENE FLASHING) CONCRETE CURB OR SLAB PER ARCHITECTURAL / STRUCTURAL EXTEND PMMA FLASHING AND SELF -TERMINATE; APPLY ADDITIONAL COLOR COATS WHERE VISIBLE AT VERTICAL WALL APPLICATION PMMA (POLYMETHYL METHACRYLATE) REINFORCED FLASHING SYSTEM PROTECTION LAYER HOT RUBBERIZED ASPHALTIC MEMBRANE SYSTEM PAVERS - PER —.- ARCHITECTURAL / LANDSCAPE SCALE: 6" = 1,0" 0 CONCRETE SLAB PER 4" (OR PER ARCHITECTURAL / MANUFACTURER) STRUCTURAL TERMINATION AT CURB / CONCRETE SLAB (PMMA LIQUID FLASHING) CONCRETE WALL PER ARCHITECTURAL / STRUCTURAL SEALANT JOINT AND BACKER ROD IN FORMED REGLET IN CONCRETE SHEET METAL WALL FLASHING AND REMOVEABLE COUNTER FLASHING WITH HEMMED EDGE TERMINATION BAR AND TOOLED SEALANT EXTEND MEMBRANE AND NEOPRENE FLASHING UP THE WALL NEOPRENE FLASHING AT TRANSITION PROTECTION LAYER HOT RUBBERIZED ASPHALTIC MEMBRANE SYSTEM PAVERS - PER ARCHITECTURAL / LANDSCAPE CONCRETE SLAB PER ARCHITECTURAL / STRUCTURAL a- E 4 a e. 2, 3" ° ` 21 4 a a 4 WALL TERMINATION (NEOPRENE FLASHING) (Th SCALE: 6" = 1'-0" EXTEND MEMBRANE AND NEOPRENE FLASHING UNDER SILL FRAME AND SILL PAN; APPLY MINIMUM 6" OUTSIDE ROUGH OPENING AND UP JAMB PER MANUFACTURER STOREFRONT WINDOW PER ARCHITECTURAL SEALANT JOINT AND BACKER ROD WITH WEEP HOLES AT 9" ON CENTER METAL SILL PAN FLASHING WITH HEMMED EDGE NEOPRENE FLASHING AT TRANSITION PROTECTION LAYER - - - HOT RUBBERIZED ASPHALTIC MEMBRANE SYSTEM PAVERS - PER ARCHITECTURAL / LANDSCAPE CONCRETE SLAB PER ARCHITECTURAL / STRUCTURAL '4 4 4 a° 4 SHIM / BLOCKING AS REQUIRED SEALANT JOINT AND BACKER ROD < 4 STOREFRONT WINDOW SILL (NEOPRENE FLASHING) rTh SCALE: "= 1,0" STOREFRONT WINDOW PER ARCHITECTURAL EXTEND PMMA FLASHING UNDER SILL FRAME AND PAN; APPLY OUTSIDE ROUGH OPENING AND UP JAMB PER MANUFACTURER SEALANT JOINT AND BACKER ROD WITH WEEP HOLES AT 9" ON CENTER METAL SILL PAN FLASHING WITH HEMMED EDGE PMMA (POLYMETHYL METHACRYLATE) REINFORCED FLASHING SYSTEM PROTECTION LAYER HOT RUBBERIZED ASPHALTIC MEMBRANE SYSTEM PAVERS - PER ARCHITECTURAL / LANDSCAPE SHIM / BLOCKING AS REQUIRED SEALANT JOINT AND BACKER ROD a orT L>P- 00 26< <10 Tt§ 4 CONCRETE SLAB PER PER (C'R ARCHITECTURAL / MANUFACTURER) STRUCTURAL a 4 a 4 4 a STOREFRONT WINDOW SILL (PMMA LIQUID FLASHING) 0 SCALE. 6" = I-0" EXTERIOR CLADDING PER ARCHITECTURAL WEATHER RESISTIVE BARRIER TERMINATION BAR AND TOOLED SEALANT EXTEND MEMBRANE AND NEOPRENE FLASHING UP THE WALL PROVIDE MANUFACTURER - APPROVED SUBSTRATE FOR THE HOT RUBBER WATERPROOFING AT THE WALL BASE METAL FLASHING WITH HEMMED EDGE NEOPRENE FLASHING AT TRANSITION PAVERS - PER ARCHITECTURAL / LANDSCAPE PROTECTION LAYER HOT RUBBERIZED ASPHALTIC MEMBRANE SYSTEM CONCRETE SLAB PER ARCHITECTURAL / STRUCTURAL EXTEND MEMBRANE AND NEOPRENE FLASHING UNDER THRESHOLD AND SILL PAN; APPLY MINIMUM 6" OUTSIDE ROUGH OPENING AND UP JAMB PER MANUFACTURER DOOR THRESHOLD PER ARCHITECTURAL METAL SILL PAN FLASHING WITH HEMMED EDGE NEOPRENE FLASHING AT TRANSITION PROTECTION LAYER HOT RUBBERIZED ASPHALTIC MEMBRANE SYSTEM PAVERS - PER ARCHITECTURAL / LANDSCAPE CONCRETE SLAB PER ARCHITECTURAL / STRUCTURAL WALL BASE AT CLADDING 0 SCALE 6" = 1,0" 4 LIJ.I_LL J.11 L.1.113LJZ 4— COORDINATE HEIGHT OF BACK DAM WITH THRESHOLD HEIGHT a 4 p 81 , 4 4 a 4 '4 DOOR THRESHOLD (NEOPRENE FLASHING) SCALE: 6" = 1'-0" DOOR THRESHOLD PER ARCHITECTURAL EXTEND PMMA FLASHING UNDER SILL FRAME AND PAN; APPLY OUTSIDE ROUGH OPENING AND UP JAMB PER MANUFACTURER METAL SILL PAN FLASHING WITH HEMMED EDGE PMMA (POLYMETHYL METHACRYLATE) REINFORCED FLASHING SYSTEM PROTECTION LAYER HOT RUBBERIZED ASPHALTIC MEMBRANE SYSTEM PAVERS - PER ° ARCHITECTURAL / LANDSCAPE CONCRETE SLAB PER ARCHITECTURAL / STRUCTURAL a 4 4" (OR PER MANUFACTURER) A 4 COORDINATE HEIGHT OF BACK DAM WITH THRESHOLD HEIGHT REVIEWED FORA mptrE :APPROVED APR 3 201e 4 a rCEIVED 4 Ci414Li iru11220w1LA 18 PER IIT CENTER DOOR THRESHOLD (PMMA LIQUID FLASHING) 0 SCALE: 6" = 1,0" IJRBALO ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East surN,00 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.corn T 206-257-0972 lbense consuitant logo .800 t• 206 262.111166 I 206.203 0672 CROSS 2 DESIGN GROUP project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key Pier, subrmttals/revmons 100% SO PROGRESS PRINT 09.07.2017 BUILDING PE IT S 10.31.2017 FOUNDATION ONLY PERMIT 1 12.06.2017 8PCORR.11606505665I0660 1 01.1620111 drawing kee TYPICAL PODIUM DETAILS drawing information DATE 01.10.2018 SCALE As Indicated DRAWN AL AZ JOB /V 2017062 copyright ‘c.7 sheet number RUN HOT APPLIED WATERPROOFING AND NEOPRENE FLASHING MINIMUM 8" UP WALL BASE AND TERMINATE PROVIDE SEALANT CANTS AS REQUIRED BETWEEN SHEATHING AND CONCRETE RUN HOT APPLIED WATERPROOFING ONTO FACE OF PAN AT BOTH ENDS HOT APPLIED WATERPROOFING AND NEOPRENE FLASHING UP FACE OF PAN AND INTO THRESHOLD LOCATION PROVIDE SEALANT CANT AT END OF PAN TO TRANSITION TO INSET SLAB EDGE 24ga FULLY SOLDERED GALVANIZED SHEET METAL SILL PAN FULLY EMBED SILL PAN IN COMPATIBLE SEALANT GROUT BEHIND PAN AS REQUIRED TO MAKE FLUSH WITH ADJACENT SHEATHING MASTIC CANT PER MEMBRANE MANUFACTURER CONCRETE SLAB PER ARCHITECTURAL DRAIN PER ARCHITECTURAL / MECHANICAL — EXTEND MEMBRANE SYSTEM AND NEOPRENE FLASHING INTO DRAIN BODY NEOPRENE FLASHING SLOPE TO DRAIN I° 1/4" PER FOOT NEOPRENE FLASHING MIN. 6" < ° PAST CLAMPING RING °3 a PROTECTION BOARD AT PAVERS PROTECTION LAYER HOT RUBBERIZED ASPHALTIC MEMBRANE SYSTEM PAVERS PER ARCHITECTURAL —a CONCRETE SLAB PER ARCHITECTURAL / STRUCTURAL HOT RUBBER MEMBRANE AT DOOR PANS 0 DRAIN AT PAVERS SCALE: N.T.S. SCALE: 6,100" EXTEND MEMBRANE AND NEOPRENE FLASHING UNDER SILL FRAME AND SILL PAN; APPLY MINIMUM 6" OUTSIDE ROUGH OPENING AND UP JAMB PER MANUFACTURER STOREFRONT WINDOW PER ARCHITECTURAL — SEALANT JOINT AND BACKER ROD WITH WEEP HOLES AT 9" ON CENTER METAL SILL PAN FLASHING WITH HEMMED EDGE NEOPRENE FLASHING AT TRANSITION DRAINMAT PROTECTION LAYER — HOT RUBBERIZED ASPHALTIC MEMBRANE SYSTEM CONCRETE SLAB PER ARCHITECTURAL / STRUCTURAL; SLOPE TO DRAIN MINIMUM 1/4" PER FOOT — CONCRETE SLAB PER ARCHITECTURAL / STRUCTURAL <24 SHIM / BLOCKING AS REQUIRED SEALANT JOINT AND BACKER ROD STOREFRONT WINDOW SILL AT TOPPING SLAB SCALE: 6" = 100" STEP A: STEP B: -- HOT RUBBERIZED ASPHALTIC MEMBRANE SYSTEM NEOPRENE FLASHING - HOT RUBBERIZED ASPHALTIC MEMBRANE SYSTEM NEOPRENE FLASHING HOT RUBBER MEMBRANE BASE FLASHING AT INSIDE CORNER STEP A: HOT RUBBER MEMBRANE BASE FLASHING AT OUTSIDE CORNER SCALE: N.T.S. HOT RUBBERIZED ASPHALTIC MEMBRANE SYSTEM NEOPRENE FLASHING HOT RUBBERIZED ASPHALTIC MEMBRANE SYSTEM NEOPRENE FLASHING SCALE: N.T.S. 0 O / O 0 0 0 0 0 0 0 1.0 0 0 0 0 0 0 0 0 0 0I 0y0 0 0 0 0 0 0 0 I O 0 0 0 0 0 0 1 O 0 0 0 0 0 0 I O 0 0 0 0 0 0 0 O 0 0 0 0 ©0 O 0 0 0 0 C 0 1 0 00 ' 0 (Do '0 © ° ,DYI O 0 0 0 0 © 0 0 O 0 0 0 0 OI O 0 C) 0 0 © 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 a 4 4 00 DRAIN EXTENSION OR PVC PIPE EXTENSION PER LANDSCAPE / MECHANICAL DRAIN MAT / FILTER FABRIC / DRAINAGE AGGREGATE ASSEMBLY PER LANDSCAPE EXTEND MEMBRANE AND FLASHING INTO DRAIN BODY DRAINMAT PROTECTION LAYER HOT RUBBERIZED ASPHALTIC MEMBRANE SYSTEM NEOPRENE FLASHING CONCRETE SLAB PER ARCHITECTURAL / STRUCTURAL 4 SLOPE TO DRAIN ° 1/4" PER FOOT NEOPRENE FLASHING MIN. 6" PAST CLAMPING RING a <I 4 a • .00' 4 4 a a a ° PLANTER DRAIN 0 SCALE: 6,100" PAVERS PER ARCHITECTURAL PLAZA DECK DRAIN NTH EXTENSION PER ARCHITECTURAL / MECHANICAL EXTEND MEMBRANE AND FLASHING INTO DRAIN BODY NEOPRENE FLASHING HOT RUBBERIZED ASPHALTIC MEMBRANE SYSTEM PROTECTION LAYER DRAINMAT ----- — — — — — SLOPE—TOD ---- -- 7- 1/4" PER FOOT NEOPRENE FLASHING MINI. 6 PAST CLAMPING RING a o. 44 2 PIECE NEOPRENE FLASHING — OR 2 PIECE FIELD FABRICATED NEOPRENE REINFORCED BOOT STAINLESS STEEL PIPE CLAMP PAVERS PER ARCHITECTURAL CONCRETE SLAB PER ARCHITECTURAL / STRUCTURAL a , 6" MIN. OR AS APPROVED 4 09 09 PENETRATION PROTECTION LAYER HOT RUBBERIZED ASPHALTIC MEMBRANE SYSTEM 4 3" NEOPRENE FLASHING 0 a 4 " NEOPRENE FLASHING 4 HOT RUBBER MEMBRANE PENETRATION - NEOPRENE FLASHING PENETRATION PMMA COLLAR CONCRETE SLAB PER —1 ARCHITECTURAL / STRUCTURAL 0 04 z A 2:1' 09 5- C) SCALE: 6=1,0" PROTECTION LAYER PMMA LIQUID FLASHING SYSTEM COLLAR HOT RUBBERIZED ASPHALTIC MEMBRANE SYSTEM 4 4 a HOT RUBBER MEMBRANE PENETRATION - PMMA LIQUID FLASHING RAIL POST PER ARCHITECTURAL PMMA COLLAR CONCRETE SLAB PER — ARCHITECTURAL / STRUCTURAL RAIL POST BASE PER ARCHITECTURAL COMPATIBLE MORTAR/ <I> SEALANT AT ALL TRANSITIONS 4 A DRAIN WITH EXTENSION AT PAVERS SCALE: 6,100" 0 SCALE: 6,100" REVIEWED FOR I CODE -COMPLIANCE APPROVED APR 03 2018 GO. ptibt040. 70.10•008,3 P11/1800', — PMMA (POLYMETHYL METHACRYLATE) REINFORCED LIQUID FLASHING SYSTEM COLLAR PROTECTION LAYER HOT RUBBERIZED ASPHALTIC MEMBRANE SYSTEM 4 C FECEIVED Oir TUKWILA -IAN 1 2018 PEFMIT CENTER GUARDRAIL POST BASE - PMMA LIQUID FLASHING SCALE: 6,100" URBALO ARCHITECTURE UREANIRURAL 1938 Fairview Avenue East SUITE,. Seattle, WA 98102 info@urbalarchitecture.com www.urbalerchitecture.com 0 206-257-0972 license consultant logo a: Inta.ceose.g.com w: www.crove2tla.cam CROSS 2 DESIGN GROUP PrOiect narne STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98E38 key Plan submittals/reels.. 1085S8PR00RE8SP8lNT 09.072017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT 12562017 BP CORR. 1/ 60% OD CHECK S 01.102010 drawing tele TYPICAL PODIUM DETAILS drawing information DATE 01.10.2018 SCALE Ay Indicated DRAWN AL/AZ JOB 4 2017062 copyright ' ani ierjr:int 1,1.1T sheet numbear IF SEAL BACK OF WINDOW HEAD FLANGE WITH LIQUID FLASHING SEALANT JOINT AND BACKER ROD WEATHER RESISTIVE BARRIER AIR BARRIER TAPE HEAD PENETRATION FLASHING AIR BARRIER TAPE / SELF ADHERED FLASHING AIR BARRIER TAPE /SELF ADHERED FLASHING OVER WINDOW FLANGE CLADDING PER ARCHITECTURAL PROVIDE ADDITIONAL HEAD FLASHING AS REQUIRED FOR ARCHITECTURAL HEAD TRIM WHERE INDICATED; PROVIDE AN ADDITIONAL SEALANT JOINT FOR THE TRIM SEAL WITH AIR BARRIER SEALANT OR TAPE SEAL FULLY EMBED HEAD FLASHING IN SEALANT SHEET METAL HEAD FLASHING WINDOW PER ARCHITECTURAL THIS DETAIL ILLUSTRATES THE FLASHING SEQUENCE ON THIS SHEET. REFER ELSEWHERE IN THE BUILDING ENVELOPE SHEETS FOR PROJECT SPECIFIC DETAILS WHERE THEY OCCUR SEALANT JOINT AND BACKER ROD MINIMUM SILL PAN BACK DAM WINDOW HEAD 17 SCALE 6" = i'-0" WINDOW FRAME PER ARCHITECTURAL SHIM BEHIND WINDOW FLANGE -- SEALANT JOINT AND BACKER ROD REFER TO ARCHITECTURAL FOR SILL TRIM WHERE INDICATED; PROVIDE AN ADDITIONAL SEALANT JOINT FOR THE TRIM CLADDING PER ARCHITECTURAL SHEET METAL SILL PAN; FULLY EMBED SILL PAN IN SEALANT SILL PENETRATION FLASHING - SEAL WITH AIR BARRIER SEALANT OR TAPE SEAL WEATHER RESISTIVE BARRIER THIS DETAIL ILLUSTRATES THE FLASHING SEQUENCE ON THIS SHEET. REFER ELSEWHERE IN THE BUILDING ENVELOPE SHEETS FOR PROJECT SPECIFIC DETAILS WHERE THEY OCCUR SEAL WITH AIR BARRIER SEALANT OR TAPE SEAL WEATHER RESISTIVE BARRIER PENETRATION FLASHINGFLASHING CLADDING PER —� ARCHITECTURAL REFER TO ARCHITECTURAL FOR JAMB TRIM WHERE INDICATED AND PROVIDE AN ADDITIONAL SEALANT JOINT AIR BARRIER TAPE OVER WINDOW FLANGE WINDOW SILL 8 SCALE: 6" =1'-0" SEAL BACK OF WINDOW HEAD FLANGE WITH ---LIQUID FLASHING SEALANT JOINT AND BACKER ROD WINDOW PER /-- ARCHITECTURAL SEAL WITH AIR BARRIER SEALANT OR TAPE SEAL `SEALANT JOINT AND BACKER ROD THIS DETAIL ILLUSTRATES THE FLASHING SEQUENCE ON THIS SHEET REFER ELSEWHERE IN THE BUILDING ENVELOPE SHEETS FOR PROJECT SPECIFIC DETAILS WHERE THEY OCCUR WINDOW JAMB 19 SCALE 6" =1'-0" FRAME WIDTH+}2" M/N VERIFY HEIGHT OF BACK DAM WITH WINDOW MANUFACTURER AND INTERIOR TRIM, 3/4" MINIMUM BACK DAM 24 ga SHEET METAL FULLY SOLDERED SILL PAN. SET PAN IN BEAD OF SEALANT AND DO NOT PENETRATE HORIZONTAL SURFACES WITH FASTENERS SLOPE SILL PAN TO DRAIN SEAL METAL HEAD FLASHING TO HEAD PENETRATION FLASHING WITH APPROVED AIR BARRIER TAPE FASTEN SHEET METAL HEAD FLASHING AS PER WINDOW MANUFACTURER NOTE: SEE DETAIL 14 FOR METAL HEAD FLASHING DETAILS TYPICAL SHEET METAL SILL PAN FLASHING STEP I: HEAD FLASHING O SCALE N.T.S. 1 SCALE: N.T.S. 24 ga SHEET METAL FLASHING WITH 5° SLOPE UNBROKEN FOLDED DAM "MIN. FRAME DEPTH FROM NAIL FLANGE + 1 /8" 1/2" MIN - COORDINATE WITH OPERABLE WINDOWS N. TYPICAL SHEET METAL HEAD FLASHING 14 SCALE: N.T.S. 1 AIR BARRIER (AB) GENERAL NOTES: 1. THIS PROJECT IS REQUIRED TO HAVE A CONTINUOUS AIR BARRIER PER CHAPTER 13 REQUIREMENTS OF THE 2015 WASHINGTON STATE ENERGY CODE (SEC). 2. BUILDING ENVELOPE, INCLUDING AIR BARRIER INSTALLATION, WILL BE INSPECTED DURING CONSTRUCTION AND TESTED IN ACCORDANCE WITH SEC REQUIREMENTS FOR RESIDENTIAL AND NON-RESIDENTIAL SPACES. INSPECTION AND TESTING REPORTS WILL BE PROVIDED TO THE LOCAL BUILDING DEPARTMENT UPON SUBSTANTIAL COMPLETION. 3. VARIOUS COMPONENTS OF THE BUILDING EXTERIOR ENVELOPE ENCLOSURE WHEN INSTALLED AS INDICATED IN THE BUILDING ENVELOPE (BE) DETAILS CONSTITUTE A CONTINUOUS AIR BARRIER AND ARE INDICATED IN THE DETAILS AS "AB". 4. CONTINUOUS AIR BARRIER COMPONENTS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING ITEMS: 4.1 WEATHER -RESISTIVE BARRIER (WEATHER RESISTIVE BARRIER) 4.2 PENETRATION FLASHING 4.3 SELF -ADHERED UNDERLAYMENT AND MEMBRANES 4.4 ROOFING MEMBRANE 4.5 VINYL NAIL FIN WINDOWS, PATIO DOORS, AND SWING DOORS 4.6 ALUMINUM STOREFRONT FRAMING, GLAZING, AND ENTRANCES 4.7 SEALANT AND DOUBLE SIDED TAPE (AS CALLED OUT IN DETAILS AND AS REQUIRED BY WEATHER RESISTIVE BARRIER MANUFACTURER FOR AIR BARRIER INSTALLATION CUT WEATHER RESISTIVE BARRIER TO U-SHAPE AND TUCK IT UNDER PENETRATION FLASHING 6" MINIMUM - HORIZONTAL LAPS TO BE 6" MIN. AND VERTICAL LAPS TO BE 12" MINIMUM STEP J: WEATHER RESISTIVE BARRIER AT SILL SCALE: N.T.S. TAPE OR SEAL THE WEATHER RESISTIVE BARRIER TO THE FLANGE OF METAL HEAD FLASHING LAP WEATHER RESISTIVE BARRIER FROM ABOVE OVER HEAD AND JAMB FLASHING, HORIZONTAL LAPS TO BE 6" MINIMUM, VERTICAL LAPS TO BE 12" MINIMUM AIR BARRIER GENERAL NOTES 0 STEP K: WEATHER RESISTIVE BARRIER 0AT HEAD AND JAMBS SCALE N.T.S. BUILDING ENVELOPE NOTES: 1. WEATHER RESISTIVE BARRIER: AS SPECIFIED, TO PROVIDE A CONTINUOUS AIR BARRIER. 2. PENETRATION FLASHING: WEATHER RESTIVE BARRIER OR AS SPECIFIED. 3. FLASHING CORNERS: WEATHER RESISTIVE BARRIER OR AS SPECIFIED. 4. SELF ADHERED FLASHING: WEATHER RESISTIVE BARRIER OR AS SPECIFIED. 5. SEALANT: DOW 758 SEALANT OR AS REQUIRED FOR COMPATIBILITY WITH THE WEATHER RESISTIVE BARRIER. 6. LIQUID FLASHING COVERING THE SAME AREA AS PREFORMED CORNERS IS AN ACCEPTABLE ALTERNATE. 7. SELF ADHERED BUTTERFLY CORNERS WITH A BUTYL ADHESIVE ARE AN ACCEPTABLE ALTERNATE. 8. SILL SAVER PLASTIC SILL PAN SYSTEM IS AN ACCEPTABLE ALTERNATE TO SHEET METAL SILL PANS 6" MIN. HORIZONTAL LAP 12" MIN. VERTICAL LAP WINDOW INSTALLATION NOTES 0 WEATHER RESISTIVE BARRIER - TAPING / 12 SEALING AIR BARRIER JOINTS SCALE: N.T.S. INSTALL PRE -FORMED CORNERS (SEE 16 / BE4.00A - NOTE 6) (MADE FROM NON -ADHERING PENETRATION FLASHING MATERIAL) TAPE OR SEAL PRE -FORMED CORNERS; CUT TO ALIGN WITH JAMB PENETRATION FLASHING TAPE OR SEAL PRE -FORMED CORNERS OF PENETRATION WRAP - CUT TO ALIGN WITH JAMB WRAP STEP E: HEAD CORNER BOOTS 0 SCALE: N.T.S. INSTALL HEAD PENETRATION FLASHING; CUT FLASHING AND FOLD INTO ROUGH OPENING; SEAL PENETRATION FLASHING AT HEAD TO SHEATHING WITH APPROVED SELF -ADHERED PENETRATIONFLASHING STEP E ALTERNATE: COAT HEAD CORNERS WITH LIQUID FLASHING WITHIN 6" OF THE CORNER, COAT THE THE OPENING WITH LIQUID FLASHING 6" EXTENDING BELOW HEAD AND FROM THE JAMB, EXTEND A MINIMUM OF 1/2" BEYOND SELF ADHERED AIR BARRIER ONTO THE ROUGH OPENING FRAMING VERIFY WIDTH STEP F: HEAD PENETRATION FLASHING O NOTE: INSTALL WINDOW PER MANUFACTURER'S INSTRUCTIONS. IF THIS INSTALLATION DIFFERS FROM MANUFACTURER'S INSTRUCTIONS, NOTIFY BUILDING ENVELOPE CONSULTANT OF DISCREPANCIES. SEAL PENETRATION SHEATHING TO NAIL FLANGES WITH APPROVED AIR BARRIER TAPE OR USE SELF -ADHERED FLASHING NOTE: PROVIDE 1/8" NON -CONTINUOUS SHIM AT WINDOW SILL FLANGE. PROVIDE CONTINUOUS SHIM BEHIND HEAD AND JAMB FLANGES IF REQUIRED BY WINDOW MANUFACTURER. SCALE: N T 5. ADD A CONTINUOUS BEAD OF NON -SKINNING BUTYL SEALANT BEHIND THE FLANGES OF WINDOW HEAD AND JAMB PRIOR TO INSTALLATION STEP G: INSTALL WINDOW O SCALE: N.T.S. * VIEW OF WINDOW FROM INTERIOR INSTALL MIN. 3/8" WIDE SEALANT JOINT AROUND INTERIOR PERIMETER OF WINDOW AT HEAD, AND JAMBS AT SILL, INSTALL SEALANT BETWEEN BACK DAM OF SILL PAN AND WINDOW STEP H: INTERIOR SEALANT JOINT O SCALE: N.T.S. ADHERE SELF ADHERED PENETRATION FLASHING INTO PLACE - LEAVE RELEASE PAPER ON BOTTOM PORTION 1) INSTALL SILL PENETRATION FLASHING; CUT FLASHING AND FOLD INTO ROUGH OPENING VERIFY WIDTH 2) BUTTERFLY CORNER - SELF ADHERING BUTYL TAPE /5.4' STEP A: SILL PENETRATION FLASHING SCALE: N.T.S. 0 INSTALL PRE -FORMED CORNERS (MADE FROM PENETRATION FLASHING MATERIAL) TAPE OR SEAL PRE -FORMED CORNERS; LEAVE BOTTOM EDGE LOOSE VERIFY WIDTH BUTTERFLY CORNER - SELF ADHERING BUTYL TAPE TAPE OR SEAL ENDS OF PREFORMED CORNERS TO SILL WRAP WITH APPROVED AIR BARRIER TAPE OR SEALANT- II INSTALL WITH A ROLLER (SEE 16 / BE4.00A - NOTE 7) STEP B: SILL CORNER BOOTS SCALE: N.T.S. 2 INSTALL SHEET METAL SILL PAN; FULLY EMBED PAN IN SEALANT; FASTEN SILL PAN AT WINDOWS - PER MANUFACTURER - DO NOT PENETRATE HORIZONTAL SURFACE OF PAN WITH FASTENERS SLOPE PAN TO DRAIN NOTE: SEE DETAIL 13 FOR SILL PAN DETAILS CUT JAMB SELF ADHERED PENETRATION FLASHING AT TOP AND BOTTOM AND FOLD INTO ROUGH OPENING - TAPE OR SEAL INTO PLACE - NOTCH TO FIT OVER SILL DAM TAPE OR SEAL PENETRATION --- FLASHING INTO PLACE VERIFY WIDTH STEP C: SILL PAN O SCALE: N.T S. NOTCH SHEET TO FIT SHEET METAL SILL PAN DAM REVIEWED FOR APPCODERQVEDp NrE APR 0 3 2010 REF iO JAN, ERMI T Won K',VILA 2018 STEP D: JAMB PENETRATION FLASHING O SCALE, N.T.S. 4 UR) AL ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE m0 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license consultant logo 06.283.0072 w. 0 000rO862 Boom CROSS 2 DESIGN GROUP Project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submittals/revisions 100%5D PROGRESS PRINT 0927.2017 BUILDING PERMIT SET 10.31.2017 n FOUNDATION ONLY PERMIT 1206.2017 �' l BP C0RR.1160%CD CHECK SET 01.10.2018 drevnng title WINDOW FLASHING SEQUENCE: METAL SILL drawing information DATE 01.10.2018 SCALE As indicated DRAWN AL/AZ JOB # 2017062 opyright .,°m°nlioa, or sheet number �z , S 0 METAL FLASHING WITH 5° SLOPE UNBROKEN FOLDED DAM MIN. FRAME DEPTH FROM 77 NAIL FLANGE 1/8" 1/2" MIN - COORDINATE WITH OPERABLE WINDOWS a" MIN. TYPICAL METAL HEAD FLASHING O SCALE: N.T.S. 17 Olin t I N�11�'�i11M AIR BARRIER TAPE OR SELF ADHERED FLASHING CLADDING PER ARCHITECTURAL PENETRATION FLASHING AIR BARRIER TAPE OR SELF ADHERED FLASHING WEATHER RESISTIVE BARRIER SEAL WITH AIR BARRIER SEALANT OR TAPE SEAL - FULLY EMBED SHEET METAL HEAD FLASHING IN SEALANT METAL HEAD FLASHING WITH DRIP EDGE STOREFRONT WINDOW FRAME PER ARCHITECTURAL BLOCKING AS REQUIRED SEALANT JOINT AND BACKER ROD THIS DETAIL ILLUSTRATES THE FLASHING SEQUENCE ON THIS SHEET. REFER ELSEWHERE IN THE BUILDING ENVELOPE SHEETS FOR PROJECT SPECIFIC DETAILS WHERE THEY OCCUR STOREFRONT WINDOW HEAD PENETRATION FLASHING WEATHER RESISTIVE BARRIER AIR BARRIER TAPE CLADDING PER ARCHITECTURAL SEALANT JOINT AND BACKER ROD SCALE 6" =1'L5" BLOCKING AS REQUIRED TAPE THE WEATHER RESISTIVE BARRIER TO THE METAL FLANGE OF THE HEAD FLASHING LAP WEATHER RESISTIVE BARRIER FROM ABOVE OVER THE HEAD AND JAMB FLASHING, HORIZONTAL LAPS TO BE 6" MINIMUM, VERTICAL LAPS TO BE 12" MINIMUM STEP M: WEATHER RESISITIVE BARRIER AT HEAD AND JAMBS SCALE: NT.S. 12" MIN. VERTICAL LAP 6" MIN. HORIZONTAL LAP WEATHER RESISTIVE BARRIER: TAPING / 14 SEALING AIR BARRIER JOINTS SCALE N.T.S. AIR BARRIER (AB) GENERAL NOTES: THIS PROJECT IS REQUIRED TO HAVE A CONTINUOUS AIR BARRIER PER CHAPTER 13 REQUIREMENTS OF THE 2015 WASHINGTON STATE ENERGY CODE (SEC). 2. BUILDING ENVELOPE, INCLUDING AIR BARRIER INSTALLATION, WILL BE INSPECTED DURING CONSTRUCTION AND TESTED IN ACCORDANCE WITH SEC REQUIREMENTS FOR RESIDENTIAL AND NON-RESIDENTIAL SPACES. INSPECTION AND TESTING REPORTS WILL BE PROVIDED TO THE LOCAL BUILDING DEPARTMENT UPON SUBSTANTIAL COMPLETION. 3. VARIOUS COMPONENTS OF THE BUILDING EXTERIOR ENVELOPE ENCLOSURE WHEN INSTALLED AS INDICATED IN THE BUILDING - ENVELOPE (BE) DETAILS CONSTITUTE A CONTINUOUS AIR BARRIER AND ARE INDICATED IN THE DETAILS AS "AB". STOREFRONT WINDOW FRAME PER ARCHITECTURAL THIS DETAIL ILLUSTRATES THE FLASHING SEQUENCE ON THIS SHEET. REFER ELSEWHERE IN THE BUILDING ENVELOPE SHEETS FOR PROJECT SPECIFIC DETAILS WHERE THEY OCCUR STOREFRONT WINDOW JAMB 0 SCALE 6". VEY INTERMITTENT BLOCKING / SHIM SEALANT JOINT AND BACKER ROD METAL "L ANGLE FASTENED TO SUBSTRATE THIS DETAIL ILLUSTRATES THE FLASHING SEQUENCE ON THIS SHEET. REFER ELSEWHERE IN THE BUILDING ENVELOPE SHEETS FOR PROJECT SPECIFIC DETAILS WHERE THEY OCCUR STOREFRONT WINDOW FRAME PER ARCHITECTURAL ----METAL CLAD SELF ADHERED SILL PAN FLASHING APPLIED OVER CONCRETE SILL, APPLY UP "L" ANGLE, AND APPLY UP JAMB PER STOREFRONT WINDOW FLASHING SEQUENCE SHEET SEALANT JOINT AND BACKER ROD; PROVIDE WEEP TUBES AT 9" O/C PROVIDE SLOPED CONCRETE EDGE WATER REPELLENT / ANTI GRAFITTI COATING PER ARCHITECTURAL TYPICAL STOREFRONT SILL AT CONCRETE SUBSTRATE SCALE: 6"=1'-0" GO 4. CONTINUOUS AIR BARRIER COMPONENTS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING ITEMS: 4.1 WEATHER -RESISTIVE BARRIER (WEATHER RESISTIVE BARRIER) 4.2 PENETRATION FLASHING 4.3 SELF -ADHERED UNDERLAYMENT AND MEMBRANES 4.4 ROOFING MEMBRANE 4.5 VINYL NAIL FIN WINDOWS, PATIO DOORS, AND SWING DOORS 4.6 ALUMINUM STOREFRONT FRAMING, GLAZING, AND ENTRANCES 4.7 SEALANT AND DOUBLE SIDED TAPE (AS CALLED OUT IN DETAILS AND AS REQUIRED BY WEATHER RESISTIVE BARRIER MANUFACTURER FOR AIR BARRIER INSTALLATION AIR BARRIER GENERAL NOTES 0 BUILDING ENVELOPE NOTES: 1. WEATHER RESISTIVE BARRIER: AS SPECIFIED, TO PROVIDE A CONTINUOUS AIR BARRIER 2. PENETRATION FLASHING: SELF -ADHERED WEATHER RESTIVE BARRIER OR AS SPECIFIED PROVIDE METAL CLAD SELF ADHERED MEMBRANE WITH BUTYL ADHESIVE AS SPECIFIED VAPROSHIELD VAPRO-SS FLASHING, PROTECTO WRAP PROTECTO SEAL 45 BUTYL OR AS SPECIFIED 3. FLASHING CORNERS: WEATHER RESISTIVE BARRIER OR WRB MANUFACTURER'S LIQUID FLASHING AS SPECIFIED 4. SELF ADHESIVE MEMBRANE: VAPROSHIELD VAPRO-SS FLASHING, PROTECTO WRAP PROTECTO SEAL 45 BUTYL OR AS SPECIFIED 5. SEALANT: DOW 758 OR VAPRO BOND OR AS REQUIRED FOR COMPATIBILITY WITH THE WEATHER RESISTIVE BARRIER INSTALL STOREFRONT WINDOW PER MANUFACTURER'S INSTRUCTIONS. IF THIS INSTALLATION DIFFERS FROM MANUFACTURER'S INSTRUCTIONS, NOTIFY ARCHITECT / BUILDING ENVELOPE CONSULTANT STEP I: INSTALL WINDOW SCALE: N.T.S. 1 VIEW OF STOREFRONT FROM INTERIOR INSTALL SEALANT JOINT AND BACKER ROD AROUND INTERIOR PERIMETER OF STOREFRONT FRAME AT HEAD AND JAMBS AT SILL, INSTALL SEALANT JOINT AND BACKER ROD BETWEEN STOREFRONT FRAME AND METAL 'L' ANGLE STEP J: INTERIOR SELANAT JOINT O SCALE: N.T.S. 1 SEAL METAL HEAD FLASHING TO HEAD PENETRATION FLASHING WITH APPROVED AIR BARRIER TAPE FASTEN SHEET METAL HEAD FLASHING AS PER WINDOW MANUFACTURER NOTE: SEE DETAIL 13 FOR HEAD FLASHING DETAILS STEP K: HEAD FLASHING CUT WEATHER RESISTIVE BARRIER TO U-SHAPE AND TUCK IT UNDER PENETRATION FLASHING 6" MINIMUM - HORIZONTAL LAPS TO BE 6" MIN. AND VERTICAL LAPS TO BE 12" MINIMUM SCALE: N.T.S. BUILDING ENVELOPE NOTES 0 STEP L: WEATHER RESISTIVE BARRIER 12 AT SILL (AT FRAMED SILL ONLY) SCALE N.T.S. O METAL CLAD SELF -ADHERED MEMBRANE FLASHING STEP E: SILL PAN END DAM SCALE N.T.S. CUTSELF ADHERED AIR — BARRIER PENETRATION JAMB FLASHING AT TOP AND BOTTOM AND FOLD INTO ROUGH OPENING - z TAPE --- PENETRATION FLASHING INTO PLACE CUT SHEET TO FIT "L" ANGLE SILL DAM STEP F: JAMB PENETRATION FLASHING SCALE: N.T.S. INSTALL HEAD PENETRATION FLASHING; CUT FLASHING AND FOLD INTO ROUGH OPENING; SEAL PENETRATION WRAP AT HEAD TO SHEATHING WITH SELF -ADHERED FLASHING 2 VERIFY WIDTH — STEP G: HEAD CORNER BOOTS 0 SCALE COAT HEAD CORNERS WITH LIQUID FLASHING WITHIN 6" OF THE CORNER, COAT THE OPENING WITH LIQUID FLASHING 6" EXTENDING BELOW HEAD AND FROM THE JAMB, EXTEND A MINIMUM OF 1/2" BEYOND SELF ADHERED AIR BARRIER ONTO THE ROUGH OPENING FRAMING INSTALL AT SLOPED CONCRETE SILL INSTALL 22 GAUGE DRIP; BED IN BEAD OF SEALANT INSTALL A 1/2" H X 2" L ANGLE (24 GAUGE METAL ANGLE) AT INSIDE FACE OF WINDOW, FULLY BED IN SEALANT W/ VISIBILE SQUEEZEOUT — VERIFY STOREFRONT DEPTH STEP A: SHEET METAL BACKDAM AND DRIP O SCALE, N.T.S. METAL CLAD S.A.M. BUTTERFLY CORNER CONFORMED TO BACKDAM AND JAMB CORNER WITHOUT ANY SLIT OR CUT OUTLINE OF DRIP & BASE OF WALL FLASHING — STEP B: INSTALL "BUTTERFLY" CORNER O SCALE N T.S INSTALL 22 ga DRIP FLASHING, BED IN SEALANT CONCRETE CURB STEP C: INSTALL DRIP FLASHING O SCALE N.T.S CONFORM METAL CLAD S.A.M. TO CORNER WITHOUT SLITTING, RADIUS ALLOWED — INSTALL METAL CLAD SELF ADHERED FLASHING MEMBRANE, BEHIND LINE OF STOREFRONT SEALANT JOINT - EWED FOR OMPLIANCE PROVED APR 9 3 2010 RECEIVED O:= T NITOVILA JAN 1 1 2018 PERMIT CENTER STEP H: SEAL CORNERS AT HEAD O STEP D: SELF ADHERED FLASHING SILL PAN O SCALE: N.T.S. SCALE N.T.S. 4 URBAL ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East sene 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license consultant logo g®woeo%dee�om CROSS 2 DESIGN GROUP Project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key Plan ------- sub Pr ions 100"%6D PROGRESS PRIM 09.07.2017 BUILDING PERMIT SET 10.31.7017 FOUNDATION ONLY PERMIT Al 12.06.2017 BP CORK 1100% CD CHECK SET /\ 01.10.2018 drawing tine STOREFRONT WINDOW SQUENCE: CONCRETE CURB SILL drawing information DATE 01.10.2018 SCALE As Indicated DRAWN AL/AZ JOB # 2017062 copyrigh.2018,1 of mco zwnm..aimdwluisheet number I SEALANT JOINT AND BACKER ROD —DOOR PER ARCHITECTURAL INTERMITTENT BLOCKING AS REQUIRED --- SHEET METAL SILL PAN; FULLY EMBED IN SEALANT OVER THRESHOLD AND DECK DO NOT SEAL BACK OF SILL FLANGE APPLY REINFORCED DETAIL COAT PER MANUFACTURER AT FLASHING TRANSITION TO DECK FLUID APPLIED — DECK COATING SYSTEM THIS DETAIL ILLUSTRATES THE FLASHING SEQUENCE ON THIS SHEET. REFER ELSEWHERE IN THE BUILDING ENVELOPE SHEETS FOR PROJECT SPECIFIC DETAILS WHERE THEY OCCUR DOOR SILL WITH INTEGRATED DECK COATING ® SCALE 6" =1'-0" AIR BARRIER (AB) GENERAL NOTES: 1. THIS PROJECT IS REQUIRED TO HAVE A CONTINUOUS AIR BARRIER PER CHAPTER 13 REQUIREMENTS OF THE 2015 WASHINGTON STATE ENERGY CODE (SEC). 2. BUILDING ENVELOPE, INCLUDING AIR BARRIER INSTALLATION, WILL BE INSPECTED DURING CONSTRUCTION AND TESTED IN ACCORDANCE WITH SEC REQUIREMENTS FOR RESIDENTIAL AND NON-RESIDENTIAL SPACES. INSPECTION AND TESTING REPORTS WILL BE PROVIDED TO THE LOCAL BUILDING DEPARTMENT UPON SUBSTANTIAL COMPLETION. 3. VARIOUS COMPONENTS OF THE BUILDING EXTERIOR ENVELOPE ENCLOSURE WHEN INSTALLED AS INDICATED IN THE BUILDING ENVELOPE (BE) DETAILS CONSTITUTE A CONTINUOUS AIR BARRIER AND ARE INDICATED IN THE DETAILS AS "AB". 4. CONTINUOUS AIR BARRIER COMPONENTS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING ITEMS: 4.1 WEATHER -RESISTIVE BARRIER (WEATHER RESISTIVE BARRIER) 4.2 PENETRATION FLASHING 4.3 SELF -ADHERED UNDERLAYMENT AND MEMBRANES 4.4 ROOFING MEMBRANE 4.5 VINYL NAIL FIN WINDOWS, PATIO DOORS, AND SWING DOORS 4.6 ALUMINUM STOREFRONT FRAMING, GLAZING, AND ENTRANCES 4.7 SEALANT AND DOUBLE SIDED TAPE (AS CALLED OUT IN DETAILS AND AS REQUIRED BY WEATHER RESISTIVE BARRIER MANUFACTURER FOR AIR BARRIER INSTALLATION AIR BARRIER GENERAL NOTES 0 BUILDING ENVELOPE NOTES: 1. WEATHER RESISTIVE BARRIER: AS SPECIFIED, TO PROVIDE A CONTINUOUS AIR BARRIER 2. PENETRATION FLASHING: WEATHER RESTIVE BARRIER OR AS SPECIFIED 3. FLASHING CORNERS: WEATHER RESISTIVE BARRIER OR AS SPECIFIED 4. SELF ADHERED FLASHING: WEATHER RESISTIVE BARRIER OR AS SPECIFIED. 5. SEALANT: FORTIFIBER MOISTOP SEALANT OR AS REQUIRED FOR COMPATIBILITY WITH THE WEATHER RESISTIVE BARRIER BUILDING ENVELOPE NOTES 0 CLADDING PER ARCHITECTURAL PENETRATION FLASHING AIR BARRIER TAPE ---- WEATHER RESISTIVE BARRIER THIS DETAIL ILLUSTRATES THE FLASHING SEQUENCE ON THIS SHEET. REFER ELSEWHERE IN THE BUILDING ENVELOPE SHEETS FOR PROJECT SPECIFIC DETAILS WHERE THEY OCCUR SEALANT JOINT AND BACKER ROD THIS DETAIL ILLUSTRATES THE FLASHING SEQUENCE ON THIS SHEET. REFER ELSEWHERE IN THE BUILDING ENVELOPE SHEETS FOR PROJECT SPECIFIC DETAILS WHERE THEY OCCUR 010 1fi Yi i� L THIS DETAIL ILLUSTRATES THE FLASHING SEQUENCE ON THIS SHEET. REFER ELSEWHERE IN THE BUILDING ENVELOPE SHEETS FOR PROJECT SPECIFIC DETAILS WHERE THEY OCCUR - SEALANT JOINT AND BACKER ROD BLOCKING AS REQUIRED SEAL BACK OF HEAD FLANGE DOOR PER ARCHITECTURAL SEALANT JOINT AND BACKER ROD SEAL WITH AIR BARRIER SEALANT OR TAPE SEAL DOOR JAMB 13 SCALE: 6". 1'-0" AIR BARRIER TAPE CLADDING PER ARCHITECTURAL WEATHER RESISTIVE BARRIER PENETRATION FLASHING AIR BARRIER TAPE AIR BARRIER TAPE OVER DOOR FLANGE SEAL WITH AIR BARRIER SEALANT OR TAPE SEAL FULLY EMBED SHEET METAL HEAD FLASHING IN SEALANT SHEET METAL HEAD FLASHING WITH DRIP EDGE SEAL BACK OF HEAD FLANGE BLOCKING AS REQUIRED DOOR PER ARCHITECTURAL DOOR HEAD 14 SCALE 6". 1=0" SEALANT JOINT AND BACKER ROD DOOR PER ARCHITECTURAL INTERMITTENT BLOCKING AS REQUIRED SHEET METAL SILL PAN; FULLY EMBED IN SEALANT SEALANT JOINT AND BACKER ROD "DETACHED" BALCONY PER ARCHITECTURAL PENETRATION FLASHING SEAL WITH AIR BARRIER SEALANT OR TAPE SEAL WEATHER RESISTIVE BARRIER CLADDING PER ARCHITECTURAL COORDINATE HEIGHT OF BACK DAM WITH THRESHOLD AND JAMB AT DOORS. 3/4" MINIMUM SILL PAN BACK DAM. DO NOT PENETRATE HORIZONTAL OF SILL PAN 24 ga SHEET METAL FLASHING w/ 5° SLOPE UNBROKEN FOLDED DAM 1/2" MIN. FRAME DEPTH FROM NAIL FLANGE + 1/8" 1" MIN. OR AS INDICATED IN ARCHITECTURAL DRAWINGS 1/4" MIN. OR AS INDICATED IN ARCHITECTURAL DRAWINGS TYPICAL HEAD FLASHING O SCALE N.T S VERIFY IN FIELD - DEPTH OF THRESHOLD VERIFY WITH SITE CONDITIONS; 1" MIN.; IF LESS SEE DETAIL11 SLOPE SILL PAN TO DRAIN MINIMUM Xi" PER 1'-0" 24ga FULLY SOLDERED SHEET METAL SILL PAN. SHIM DOOR THRESHOLD OFF PAN SURFACE TO DRAIN. FULLY EMBED SILL PAN IN SEALANT. SHEET METAL DOOR SILL PAN 10 SCALE: N.T.S. COORDINATE HEIGHT OF BACK DAM WITH THRESHOLD AND JAMB AT DOORS. 3/4" MINIMUM SILL PAN BACK DAM. DO NOT PENETRATE HORIZONTALSURFACE OF SILL PAN 1f2" MIN 24ga S.S. OR GALVANIZED FULLY SOLDERED SILL PAN. FULLY EMBED IN SEALANT SLOPE SILL PAN TO DRAIN MINIMUM 1/4" PER 1'-0" NOTE: FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION SILL PAN WHERE INTEGRATION WITH DECK COATING OCCURS 6" MIN. HORIZONTAL LAP VERIFY IN FIELD - DEPTH OF THRESHOLD SCALE: N.T.S. 0 12" MIN. VERTICAL LAP DOOR SILL AT DETACHED BALCONY ® WEATHER RESISTIVE BARRIER SCALE: 6"=1-0^ 15 TAPING AIR BARRIER JOINTS SCALE N.T.S. 12 On ADD A CONTINUOUS BEAD OF NON -SKINNING BUTYL SEALANT BEHIND THE FLANGES OF DOOR HEAD AND JAMB PRIOR TO INSTALLATION SEAL PENETRATION FLASHING TO NAIL FLANGES WITH APPROVED AIR BARRIER TAPE INSTALL DOOR PER MANUFACTURER'S INSTRUCTIONS. IF THIS INSTALLATION DIFFERS FROM MANUFACTURER'S INSTRUCTIONS, NOTIFY ENVELOPE CONSULTANT OF DISCREPANCIES ALUMINUM DOOR THRESHOLD - SET IN SILL PAN WITH SEALANT STEP E: INSTALL DOOR O SCALE: N.T.S. `5 INSTALL MINIMUM ' -a' WIDE SEALANT JOINT WITH BACKER ROD AROUND INTERIOR PERIMETER OF DOOR FAME AT HEAD AND JAMBS AT SILL - INSTALL SEALANT BETWEEN BACK LEG OF SILL PAN AND DOOR THRESHOLD STEP F: INTERIOR SEALANT JOINT O SCALE N.T.S. 6 SEAL HEAD FLASHING TO PENETRATION FLASHING WITH APPROVED AIR BARRIER TAPE FASTEN SHEET METAL HEAD FLASHING PER MANUFACTURER NOTE: SEE DETAIL 9 FOR TYPICAL HEAD FLASHING DETAILS STEP G: HEAD FLASHING TAPE OR SEAL WEATHER RESISITVE BARRIER TO FLANGE OF METAL HEAD FLASHING LAP WEATHER RESISTIVE BARRIER FROM ABOVE OVER HEAD AND JAMB FLASHING; HORIZONTAL LAPS TO BE 6" MINIMUM, VERTICAL LAPS TO BE 12" MINIMUM NOTE: SEE DETAIL 12 FOR SEALING WEATHER RESISTIVE BARRIER FOR AIR BARRIER ENVELOPE SCALE: N.T.S. NOTE: SEE DETAILS 10 AND 11 FOR SHEET METAL PANS FASTEN SHEET METAL SILL PAN AT DOOR PER MANUFACTURER; DO NOT PENETRATE HORIZONTAL SURFACE OF PAN WITH FASTENERS FULLY EMBED SILL PAN IN SEALANT; SLOPE PAN TO DRAIN TURN FLANGE TO INTEGRATE WITH WATERPROOFING MEMBRANE AS REQUIRED WHERE CONDITION OCCURS (SEE DETAIL 11) STEP A: SILL PAN O SCALE: N.T.S. 1 CUT PENETRATION FLASHING AND FOLD INTO ROUGH OPENING; TAPE OR SEAL INTO PLACE VERIFY WIDTH 9" MIN.'NOTCH SHEET TO FIT SILL PAN BACK DAM STEP B: JAMB PENETRATION WRAP SCALE: N.T S 2 TAPE OR SEAL PRE -FORMED CORNERS OF PENETRATION FLASHING; CUT TO ALIGN WITH JAMB FLASHING STEP C: PRE -FORMED CORNERS SCALE: N.T.S. STEP C / ALTERNATE: COAT HEAD CORNERS WITH LIQUID FLASHING WITHIN 6" OF THE CORNER, COAT THE OPENING WITH LIQUID FLASHING 6" EXTENDING BELOW HEAD AND FROM THE JAMB, EXTEND A MINIMUM OF 1/2" BEYOND SELF ADHERED AIR BARRIER ONTO THE ROUGH OPENING FRAMING STEP H: WEATHER RESISTIVE BARRIER O SCALE: N.T.S. CUT PENETRATION FLASHING AND FOLD INTO ROUGH OPENING SEAL PENETRATION FLASHING AT HEAD TO SHEATHING WITH APPROVED AIR -BARRIER TAPE OR USE SELF -ADHERED FLASHING VERIFY WIDTH STEP D: HEAD PENETRATION FLASHING O SCALE N.T.S. 4 URBAL ARCHITECTURE URBAN!RURAL 1938 Fairview Avenue East rum -ion Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license consultant logo ve N to 0102 (1 08.283.0872 a:....,. c,occ pe oom CROSS 2 DESIGN GROUP project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 ey plan submittals/revisions 1005 SO PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.312017 FOUNDATION ONLY PERMIT /F1\ 12.062017 8PCORR.1f60% CO CHECK /\ 01.10.2010 drawing 1111e FLANGED DOOR FLASHING SEQUENCE drawing Information DATE 01.10.2018 SCALE As Indicated DRAWN AL/AZ JOB # 2017062 copyright cV`nW13cc�cr c��sheet number AIR BARRIER (AB) GENERAL NOTES: 1. THIS PROJECT IS REQUIRED TO HAVE A CONTINUOUS AIR BARRIER PER CHAPTER 13 REQUIREMENTS OF THE 2015 WASHINGTON STATE ENERGY CODE (SEC). 2. BUILDING ENVELOPE, INCLUDING AIR BARRIER INSTALLATION, WILL BE INSPECTED DURING CONSTRUCTION AND TESTED IN ACCORDANCE WITH SEC REQUIREMENTS FOR RESIDENTIAL AND NON-RESIDENTIAL SPACES. INSPECTION AND TESTING REPORTS WILL BE PROVIDED TO THE LOCAL BUILDING DEPARTMENT UPON SUBSTANTIAL COMPLETION. 3. VARIOUS COMPONENTS OF THE BUILDING EXTERIOR ENVELOPE ENCLOSURE WHEN INSTALLED AS INDICATED IN THE BUILDING ENVELOPE (BE) DETAILS CONSTITUTE A CONTINUOUS AIR BARRIER AND ARE INDICATED IN THE DETAILS AS "AB". 4. CONTINUOUS AIR BARRIER COMPONENTS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING ITEMS: 4.1 WEATHER -RESISTIVE BARRIER (WEATHER RESISTIVE BARRIER) 4.2 PENETRATION FLASHING 4.3 SELF -ADHERED UNDERLAYMENT AND MEMBRANES 4.4 ROOFING MEMBRANE 4.5 VINYL NAIL FIN WINDOWS, PATIO DOORS, AND SWING DOORS 4.6 ALUMINUM STOREFRONT FRAMING, GLAZING, AND ENTRANCES 4.7 SEALANT AND DOUBLE SIDED TAPE (AS CALLED OUT IN DETAILS AND AS REQUIRED BY WEATHER RESISTIVE BARRIER MANUFACTURER FOR AIR BARRIER INSTALLATION AIR BARRIER GENERAL NOTES 0 BUILDING ENVELOPE NOTES: 1. WEATHER RESISTIVE BARRIER: AS SPECIFIED, TO PROVIDE A CONTINUOUS AIR BARRIER 2. PENETRATION FLASHING: WEATHER RESTIVE BARRIER OR AS SPECIFIED 3. FLASHING CORNERS: WEATHER RESISTIVE BARRIER OR AS SPECIFIED 4. SELF ADHESIVE MEMBRANE: TOP INDUSTRIAL, INC. RAIN BUSTER 415 5. SEALANT: FORTIFIBER MOISTOP SEALANT OR AS REQUIRED FOR COMPATIBILITY WITH THE WEATHER RESISTIVE BARRIER BUILDING ENVELOPE NOTES 0 SEALANT JOINT AND BACKER ROD THIS DETAIL ILLUSTRATES THE FLASHING SEQUENCE ON THIS SHEET. REFER ELSEWHERE IN THE BUILDING ENVELOPE SHEETS FOR PROJECT SPECIFIC DETAILS WHERE THEY OCCUR EXTEND DECK COATING UNDER THRESHOLD SILL PAN END DAM COORDINATE BACK OF PAN I HEIGHT WITH THRESHOLD THIS DETAIL ILLUSTRATES THE FLASHING SEQUENCE ON THIS SHEET. REFER ELSEWHERE IN THE BUILDING ENVELOPE SHEETS FOR PROJECT SPECIFIC DETAILS WHERE THEY OCCUR EXTEND DECK COATING UNDER THRESHOLD SILL PAN END DAM COORDINATE BACK OF PAN HEIGHT WITH THRESHOLD AIR BARRIER TAPE CLADDING PER ARCHITECTURAL WEATHER RESISTIVE BARRIER PENETRATION FLASHING AIR BARRIER TAPE SEAL WITH AIR BARRIER SEALANT OR TAPE SEAL FULLY EMBED SHEET METAL HEAD FLASHING IN SEALANT SHEET METAL HEAD FLASHING WITH DRIP EDGE BLOCKING AS REQUIRED DOOR PER ARCHITECTURAL DOOR HEAD 0 SCALE. 6" = i'-0" DOOR PER ARCHITECTURAL PROVIDE BLOCKING AT THRESHOLD AS REQUIRED THRESHOLD PER ARCHITECTURAL SHEET METAL SILL PAN; FULLY EMBED IN SEALANT OVER THRESHOLD AND DECK FLUID APPLIED WATERPROOFING SYSTEM --APPLY REINFORCED DETAIL COAT AT FLASHING TRANSITION TO DECK PER MANUFACTURER "STEPPED" BALCONY --I DECK PER ARCHITECTURAL DOOR SILL (STEPPED) 0 SCALE.6" =1'-0" DOOR PER ARCHITECTURAL PROVIDE BLOCKING AT THRESHOLD AS REQUIRED THRESHOLD PER ARCHITECTURAL SHEET METAL SILL PAN; FULLY EMBED IN SEALANT OVER THRESHOLD AND DECK FLUID APPLIED WATERPROOFING SYSTEM APPLY REINFORCED DETAIL COAT AT FLASHING TRANSITION TO DECK PER MANUFACTURER NNNf mmmmmmmmmmmmmmmm THIS DETAIL ILLUSTRATES THE FLASHING SEQUENCE ON THIS SHEET. REFER ELSEWHERE IN THE BUILDING ENVELOPE SHEETS FOR PROJECT SPECIFIC DETAILS WHERE THEY OCCUR CLADDING PER ARCHITECTURAL WEATHER RESISTIVE BARRIER SEAL WITH AIR BARRIER SEALANT OR TAPE SEAL THIS DETAIL ILLUSTRATES THE FLASHING SEQUENCE ON THIS SHEET. REFER ELSEWHERE IN THE BUILDING ENVELOPE SHEETS FOR PROJECT SPECIFIC DETAILS WHERE THEY OCCUR BALCONY PER ARCHITECTURAL DOOR SILL (FLUSH) 0 SCALE: 6" =1'-0" PENETRATION FLASHING SHEATHING PER ARCHITECTURAL AIR BARRIER SEALANT OR TAPE SEAL SEALANT JOINT AND BACKER ROD DOOR FRAME PER ARCHITECTURAL — SEALANT JOINT AND BACKER ROD DOOR JAMB ,16 SCALE: 6" = 1'-0" COORDINATE HEIGHT OF BACK DAM WITH THRESHOLD AND JAMB AT DOORS. y" MINIMUM SILL PAN BACK DAM. DO NOT PENETRATE HORIZONTAL OF SILL PAN 24 ga S.S. OR GALVANIZED FULLY SOLDERED SILL PAN. FULLY EMBED IN SEALANT —... 24 ga SHEET METAL FLASHING w/ 5° SLOPE UNBROKEN FOLDED DAM /2" MIN. FRAME DEPTH FROM NAIL FLANGE +e ' IN. OR AS INDICATED IN ARCHITECTURAL DRAWINGS 1/4" MIN. OR AS INDICATED IN ARCHITECTURAL DRAWINGS INSTALL DOOR PER MANUFACTURER'S INSTRUCTIONS. IF THIS INSTALLATION DIFFERS FROM MANUFACTURERS INSTRUCTIONS, NOTIFY ENVELOPE CONSULTANT OF DISCREPANCIES ALUMINUM DOOR THRESHOLD - SET IN SILL PAN WITH SEALANT TYPICAL HEAD FLASHING O STEP E: INSTALL DOOR SCALE: N.T.S. 9 SCALE: N.T.S. VERIFY IN FIELD - DEPTH OF THRESHOLD VERIFY WITH SITE CONDITIONS; 1" MIN.; IF LESS SEE DETAILI1 SLOPE SILL PAN TO DRAIN MINIMUM 1/" PER 1'-0" 24ga FULLY SOLDERED SHEET METAL SILL PAN. SHIM DOOR THRESHOLD OFF PAN SURFACE TO DRAIN, FULLY EMBED SILL PAN IN SEALANT. SHEET METAL DOOR SILL PAN O SCALE: N.T.S. 1 1/2" MIN SLOPE SILL PAN TO DRAIN MINIMUM 1/4" PER 1-0" NOTE: FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION COORDINATE HEIGHT OF BACK DAM WITH THRESHOLD AND JAMB AT DOORS. 3/4" MINIMUM SILL PAN BACK DAM. DO NOT PENETRATE HORIZONTALSURFACE OF SILL PAN SILL PAN WHERE INTEGRATION WITH DECK COATING OCCURS (6" MIN. HORIZONTAL LAP VERIFY IN FIELD - DEPTH OF THRESHOLD SCALE N.T.S. 0 2" MIN. VERTICAL LAP WEATHER RESISTIVE BARRIER TAPING AIR BARRIER JOINTS SCALE: N.7S. �2 INSTALL MINIMUM 3/8" WIDE SEALANT JOINT WITH BACKER ROD AROUND INTERIOR PERIMETER OF DOOR FAME AT HEAD AND JAMBS STEP F: INTERIOR SEALANT JOINT SCALE NTS. 6 SEAL HEAD FLASHING TO PENETRATION FLASHING WITH APPROVED AIR BARRIER TAPE FASTEN SHEET METAL HEAD FLASHING PER MANUFACTURER NOTE: SEE DETAIL 9 FOR TYPICAL HEAD FLASHING DETAILS STEP G: HEAD FLASHING O LAP WEATHER RESISTIVE BARRIER FROM ABOVE OVER HEAD AND JAMB FLASHING; HORIZONTAL LAPS TO BE 6" MINIMUM, VERTICAL LAPS TO BE 12" MINIMUM NOTE: SEE DETAIL 12 FOR SEALING WEATHER RESISTIVE BARRIER FOR AIR BARRIER ENVELOPE SCALE: N.T.S. NOTE: SEE DETAILS 10 AND 11 FOR SHEET METAL PANS FASTEN SHEET METAL SILL PAN AT DOOR PER MANUFACTURER; DO NOT PENETRATE HORIZONTAL SURFACE OF PAN WITH FASTENERS FULLY EMBED SILL PAN IN SEALANT; SLOPE PAN TO DRAIN TURN FLANGE TO INTEGRATE WITH WATERPROOFING MEMBRANE AS REQUIRED WHERE CONDITION OCCURS (SEE DETAIL 11) STEP A: SILL PANG SCALE: N.T.S. CUT PENETRATION FLASHING AND FOLD INTO ROUGH OPENING; TAPE OR SEAL INTO PLACE VERIFY WIDTH - 9" MIN. 9" MIN. NOTCH SHEET TO FIT SILL PAN BACK DAM STEP B: JAMB PENETRATION WRAP SCALE: N.T.S. 2 TAPE OR SEAL PRE -FORMED CORNERS OF PENETRATION FLASHING; CUT TO ALIGN WITH JAMB FLASHING STEP C: PRE -FORMED CORNERS O SCALE: NTS STEP E / ALTERNATE: COAT HEAD CORNERS WITH LIQUID FLASHING WITHIN 6" OF THE CORNER, COAT THE OPENING WITH LIQUID FLASHING 6" EXTENDING BELOW HEAD AND FROM THE JAMB, EXTEND A MINIMUM OF 1/2" BEYOND SELF ADHERED AIR BARRIER ONTO THE ROUGH OPENING FRAMING STEP H: WEATHER RESISTIVE BARRIER O SCALE N.T.S. CUT PENETRATION FLASHING AND FOLD INTO ROUGH OPENING SEAL PENETRATION FLASHING AT HEAD TO SHEATHING WITH APPROVED AIR -BARRIER TAPE OR USE SELF -ADHERED FLASHING 12 VERIFY WIDTH IEWED FOR O(3EQOMPLIANCE APPROVED APR 002018 RECFiVE' 1OF TU;{';/ LI JAN 1 1 201E :531/T CENTER STEP D: HEAD PENETRATION FLASHING O SCALE: N.T.S. 4 1) R aAL ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE mo Seattle, WA 98102 info@urbala rchitecture.com www.urbalarchitecture.com T 206-257-0972 ense consultant logo e N 206.203.0,72 w. www.orosa gVa rove ca CROSS 2 DESIGN GROUP Project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan subm30als/revisions 100°h SOPROGRESS PR INt 09.07.2017 BUILDING PERMIT SET 10.312017 FOUNDATION ONLY PERMIT i 12.062017 BP CORR.1160%CD CHECK SET i 01.10.2010 drawing title SWING DOOR FLASHING SEQUENCE drawing Information DATE 01.10.2018 SCALE As indicated DRAWN AL/AZ JOB# 2017062 copyright .0,Bur hi Lure ➢"��",an�,or u, a, sheet umber SIDING PER ARCHITECTURAL WEATHER RESISTIVE BARRIER AIR BARRIER TAPE OVER COLLAR TARGET FLASHING ONE-PIECE SHEET METAL COLLAR (OR BOTTOM PIECE OF TWO PIECE COLLAR) --- LIQUID -APPLIED FLASHING (PROSOCO R GUARD FAST FLASH) APPLIED OVER TARGET FLASHING AND KNIFE PLATE BRACKET, AROUND ENTIRE BRACKET KNIFE PLATE BRACKET SEALANT JOINT AND BACKER ROD "C" TRIM PER ARCHITECTURAL ONE-PIECE SHEET METAL COLLAR (OR BOTTOM PIECE OF TWO PIECE COLLAR) TARGET FLASHING SEAL WITH AIR BARRIER SEALANT OR TAPE SEAL _==-=WALtASSEMBLY-PER ARCHITECTURAL TARGET FLASHING - EXTEND 18" ALL SIDES OF PENETRATION AIR BARRIER TAPE 24 ga GALVANIZED METAL COLLAR - SEE DETAIL 2 AND 3 THIS SHEET SEALANT AND BACKER ROD KNIFE PLATE PER ARCHITECTURAL "C" TRIM PER ARCHITECTURAL AIR BARRIER TAPE WEATHER RESISTIVE BARRIER; ALLOW 1" MARGIN FOR FLASHING TAPE SIDING PER ARCHITECTURAL CORNER TRIM PER ARCHITECTURAL THIS DETAIL ILLUSTRATES THE FLASHING SEQUENCE ON THIS SHEET. REFER ELSEWHERE IN THE BUILDING ENVELOPE SHEETS FOR PROJECT SPECIFIC DETAILS WHERE THEY OCCUR —TUCK WEATHER RESISTIVE BARRIER RAILING FLASHING AT DECK WALL - PLAN SECTION O FROM BELOW UNDER TARGET FLASHING SCALE: 6" =1'-D^ MODIFIED KNIFE PLATE FLASHING AT EMBEDDED OR 12 THROUGH SHEATHING BRACKET - SECTION SCALE :3"=1'-0' RETURN THE FLANGE OF THE UPPER COLLAR ONTO DECK, LEDGE, OR RAILING / COPING CONDITION 2-PIECE 24 GAUGE GALVANIZED SHEET METAL COLLAR FLASHING WALL ASSEMBLY PER ARCHITECTURAL TARGET FLASHING - EXTEND 18" ALL SIDES OF PENETRATION - AIR BARRIER TAPE WEATHER RESISTIVE BARRIER - ALLOW 1" MARGIN FOR FLASHING TAPE —AIR BARRIER TAPE "C" TRIM PER ARCHITECTURAL SEALANT AND BACKER ROD 24 ga GALVANIZED METAL COLLAR - SEE DETAIL 2 AND 3 THIS SHEET SIDING PER ARCHITECTURAL CORNER TRIM PER ARCHITECTURAL THIS DETAIL ILLUSTRATES THE FLASHING SEQUENCE ON THIS SHEET. REFER ELSEWHERE IN THE BUILDING ENVELOPE SHEETS FOR PROJECT SPECIFIC DETAILS WHERE THEY OCCUR MODIFIED KNIFE PLATE FLASHING COLLAR O RAILING FLASHING AT END CONDITION - PLAN SECTION O SCALE: N.T.S. �� SCALE: 6"=1'A" �O LAP WEATHER RESISTIVE BARRIER FROM ABOVE OVER KNIFEPLATE FLASHING --- PROJECTING KNIFE PLATE SEALANT JOINT AND BACKER ROD 24 GAUGE SHEET METAL FLASHING, FULLY SOLDERED COORDINATE WITH CLADDING THICKNESS TUCK WEATHER RESISTIVE BARRIER FROM BELOW UNDER KNIFEPLATE FLASHING SINGLE PIECE KNIFE PLATE FLASHING O SCALE N.T.S. �� TARGET FLASHING WITH 9" FLANGES AROUND PERIMETER PENETRATION FLASHING AS SCHEDULED WITH 5" FLANGES AROUND PERIMETER LAP WEATHER RESISTIVE BARRIER FROM ABOVE OVER TARGET AND PENETRATION FLASHING AIR BARRIER TAPE AT TOP AND SIDES FULLY SOLDERED SHEET METAL PENETRATION FLASHING OR AS SCHEDULED TARGET FLASHING OF WEATHER RESISTIVE BARRIER TUCK WEATHER RESISTIVE BARRIER FROM BELOW UNDER TARGET FLASHING, 12" MINIMUM TARGET FLASHING ISOMETRIC 15 SCALE: N.T.S. z ro WALL ASSEMBLY PER ARCHITECTURAL AIR BARRIER TAPE AIR BARRIER TAPE / SELF ADHERED FLASHING UPPER SHEET METAL COLLAR "C"TRIM PER ARCHITECTURAL KNIFE PLATE BRACKET PER ARCHITECTURAL SEALANT JOINT AND BACKER ROD, TYPICAL - SIDING PER ARCHITECTURAL LOWER KNIFE PLATE SHEET METAL COLLAR TARGET FLASHING SEAL WITH AIR BARRIER SEALANT OR TAPE SEAL WEATHER RESISTIVE BARRIER THIS DETAIL ILLUSTRATES THE FLASHING SEQUENCE ON THIS SHEET. REFER ELSEWHERE IN THE BUILDING ENVELOPE SHEETS FOR PROJECT SPECIFIC DETAILS WHERE THEY OCCUR SECTION THROUGH TYPICAL KNIFE PLATE ® SCALE: 6" = 1'-0" SHEATHING WEATHER RESISTIVE BARRIER: TUCK UNDER TARGET FLASHING STEP E: INSTALL WEATHER RESISTIVE BARRIER SCALE: N.T.S. WEATHER RESISTIVE BARRIER - LAP OVER LOWER LAYER WITH 1" MARGIN FROM COLLAR FLASHING - FOR SEALING TO FLANGE STEP F: LAPPING WEATHER RESISTIVE BARRIER 0 SCALE: N.T.S. 6 SHEATHING FLASHING TAPE (OR AIR BARRIER TAPE) STEP G: TAPING W/ APPROVED AIR BARRIER TAPE SCALE N.T.S. - SHEATHING -CLADDING PER ARCHITECTURAL SEALANT JOINT AND BACKER ROD; CONTAINED BY FURRING / BLOCKING KNIFE PLATE WITH PRE -DRILLED HOLES PRESSURE TREATED FURRING AT 16" O.C. MAX. STEP H: CLADDING w/ FURRING 0 NO SCALE - SHEATHING BASE PLATE PER STRUCTURAL TARGET FLASHING (WEATHER RESISTIVE BARRIER), NOTCHED TO TUCK UNDER PLATE - GUARDRAIL MOUNTING TO BRACKET, PER ARCHITECTURAL KNIFE PLATE WITH PRE -DRILLED HOLES FOR TYPICAL PENETRATION FOR LOCATIONS WHERE THE BRACKET PENETRATES THE SHEATHING REFER TO DETAIL 1 FOR THIS SEQUENCE STEP STEP Ai TARGET FLASHING SCALE: N.T.S. 0 SHEATHING 24 ga GALVANIZED METAL BOTTOM COLLAR STEP B: METAL COLLAR FROM BOTTOM 2 SCALE N T.S. SHEATHING 24 ga GALVANIZED METAL UPPER COLLAR 2" MIN. OR MAKE LEADING EDGE FLUSH WITH EXTERIOR FACE OF CLADDING STEP C: METAL COLLAR FROM TOP O SCALE: N.T.S. SHEATHING FLASHING TAPE (OR AIR BARRIER TAPE) SEALANT JOINT AND BACKER ROD RECEIVED CITY OF TUKVViLA JAN 1 1 2018 PERMIT CENTER APPROVED ApR 0 8 2010 @Iv/ gf THIMIla 1111-0I0P PIVI61 STEP D: TAPING THE METAL FLANGE SCALE: N.T.S. URAL ARCHITECTURE URBAN1RURAL 1938 Fairview Avenue East smre,00 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com r 206-257-0972 license consultant logo I: 208.283.0072 „za9 om CROSS 2 DESIGN GROUP project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submittals/revisions 100% SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 n FOUNDATION ONLY PERMIT R,\ 12.06.2017 BPCORR.1160%CD CHECK SET /, \ 01.10.2018 drawing title KNIFE PLATE FLASHING SEQUENCE drawing Informa.ton DATE 01.10.2018 SCALE As indicated DRAWN AL/AZ JOB 2017062 "'i 0 ELEVATION COLLAR FLANGE (BEHIND SIDING AND WEATHER RESISTIVE BARRIER CLADDING PER ARCHITECTURAL SEALANT JOINT AND BACKER ROD METAL COLLAR PIPE / CONDUIT / HOSE BIB SEALANT FILLET AT SIDING TO COLLAR JOINT "BUTTER" EDGES OF SIDING WITH SEALANT TO COLLAR ONE PIECE SHEET METAL COLLAR AT PIPE - ELEVATION SCALE: N T.S. NOTE: USE METAL AT EXPOSED LOCATIONS WHERE USE OF QUICKFLASH IS NOT FEASIBLE SOLDERED SEAM GALV. METAL COLLAR SEALANT JOINT AND BACKER ROD PIPE / CONDUIT / HOSE BIB PENETRATION THROUGH WALL 4" FLANGE AROUND COLLAR; LAP WITH WEATHER RESISTIVE BARRIER AND AIR BARRIER TAPE / SELF ADHERED FLASHING ISOMETRIC ONE PIECE SHEET METAL COLLAR AT PIPE - ISOMETRIC O SCALE N.T.S. SHINGLE TOP FLANGE DOWN OVER BOTTOM FLANGE N SET PIECE "A"& 3/4" VERIFY TO FIT PIECE "B" TOGETHER AROUND PIPE IN SMALL SEAM SEALANT PIECE "A" EXTEND HALF DISTANCE DOWN SMALLER 0 FLANGE PIECE "B" VERIFY NOTE: • PROVIDE TARGET WEATHER RESISTIVE BARRIER BEHIND BOOT FLANGES • 24 GA GALV. STEEL • TWO SLEEVES TO FORM TIGHT FIT AROUND EACH OTHER TWO PIECE SHEET METAL COLLAR AT PIPE O SCALE: N.T.S. 11 SEALANT JOINT AND BACKER ROD SHEATHING AIR BARRIER TAPE / SELF ADHERED FLASHING 24 ga GALV.HEAD FLASHING w/ END DAM AND HEMMED EDGES AIR BARRIER TAPE / SELF ADHERED FLASHING SEALANT JOINT AND BACKER ROD PENETRATION FLASHING SEQUENCE STEP E METAL HEAD FLASHING SCALE: N.T.S.5 SHEATHING 7-- WEATHER RESISTIVE BARRIER / AIR BARRIER - TUCK UNDER TARGET FLASHING PENETRATION FLASHING SEQUENCE STEP F 6 WEATHER RESISTIVE BARRIER AT SILL SCALE: N,rs. SHEATHING WEATHER RESISTIVE BARRIER / AIR BARRIER - LAP OVER HEAD FLASHING LEG AND OVER LOWER LAYER w/ 1" MARGIN FOR SEALING TO FLANGE PENETRATION FLASHING SEQUENCE STEP G 0 WEATHER RESISTIVE BARRIER SCALE N,T.S. SHEATHING AIR BARRIER TAPE / SELF ADHERED FLASHING PENETRATION FLASHING SEQUENCE STEP H 8 WEATHER RESISTIVE BARRIER SEAL SCALE: N.T S. AIR BARRIER TAPE / SELF ADHERED FLASHING SHEATHING TARGET FLASHING - (WEATHER RESISTIVE BARRIER) PENETRATION PENETRATION FLASHING SEQUENCE STEP A TARGET FLASHING INSTALLATION SCALE N.T.S. SHEATHING 'QUICKFLASH" FLASHING PANEL PENETRATION FLASHING SEQUENCE STEP B SEALING TARGET FLASHING SCALE: N.T.S. 2 SHEATHING BLOCKING AS REQUIRED SEALANT JOINT AND BACKER ROD PENETRATION FLASHING SEQUENCE STEP C 3 BLOCKING / UTILITY BOX INSTALLATION SCALE: N.T S. SHEATHING 24 ga GALVANIZED 2- PIECE METAL FLASHING ASSEMBLY UTILITY BOX REVIEWED FOR APPROVED APR Q 8 201E ��WI IRNI PENETRATION FLASHING SEQUENCE STEP D RECEIVED CITV O; TUK\ViLA JAN1i2818 PERMIT CENTER 2-PIECE METAL FLASHING SCALE. N.TS 0 URBAL ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East sung mo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license consultant logo CROSS 2 DESIGNGROUP project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submittals/revisions 100%SDPROGRESS PRINT 09.07.2017 BUILDINGPERMITSET 10.312017 � FOUNDATION ONLY PERMIT 12.062017 /r" BPCORR1I60%CDCHECK SET9( 01.10.2018 drawing Otte PENETRATION FLASHING SEQUENCE / COLLAR DETAILS drawing information DATE 01.10.201E SCALE As indicated DRAWN AL/AZ JOB# 2017062 copyright kfp Le a"�"meu"naulek sheet number TYPICAL SEALANT JOINT SEALANT JOINT AS SCHEDULED BACKER ROD AS SCHEDULED, 25% LARGER THAN JOINT SEALANT COVE JOINT SEALANT AS SCHEDULED BOND BREAKER TAPE UI I, A: 3/8" MIN. RATIO OF A:B SHOULD BE A MINIMUM OF 2:1 1. DIMENSIONS A AND C MUST BE NO LESS THAN A 1/4 INCH. 2. JOINT SURFACE TOOLED CONCAVE. 3. DIMENSION A MAXIMUM IS 4 INCHES OR PER MANUFACTURER'S RECOMMENDATIONS. 1. DIMENSIONS "A" AND "B" MUST BE NO LESS THAN A 1/4 INCH. 2. JOINT MUST BE TOOLED FLAT OR SLIGHTLY CONCAVE. 3. DIMENSION "C" MUST BE NO LESS THAN 1/4" TYPICAL SEALANT JOINT / SEALANT COVE JOINT 0 SCALE: N.T.S. VENT HOOD MOUNTING FLANGE: 26ga GALVANIZED STEEL FULLY SOLDERED. PREP., PRIME & PAINT EXPOSED PARTS OF COLLAR TO MATCH HOOD INSTALL A PRE-MAPLASTIC NFACTUREDpE0'D LOUVER OVER PS DUCT PENETRATIONS SLOPE 12i. A VENT OR DUCT TERMINATION CAP WRB OVER DUCT PENETRATION. WRB SHALL BE 12" LARGER THAN HOOD SIZE ON ALL SIDES FORMED REGLET IN CONCRETE (OR SAW CUT IN EXISTING WALL) SEALANT JOINT AND BACKER ROD SHEET METAL WALL FLASHING AND REMOVABLE COUNTER FLASHING WITH HEMMED EDGE (OR ONE PIECE WALL FLASHING WHERE INDICATED) TYP, UTILITY BOX METERS 1/2" SEALANT JOINT AND BACKER ROD TARGET FLASHING - EXTEND 18" ON ALL SIDES SHEATHING PER ARCHITECTURAL TRIM WHERE OCCURS ON TOP OF SIDING CLADDING PER ARCHITECTURAL 6" MIN. 24 GAUGE GALVANIZED 2-PIECE SHEET METAL COLLAR, SEE 4 / BE8.00 JAMB FLASHING - UTILITY BOX O SCALE: N.T.S. FACE OF SHEATHING TARGET FLASHING, EXTEND 18" ON ALL SIDES II WEATHER RESISTIVE BARRIER CLADDING PER ARCHITECTURAL CAP FLASHING SEE 15 / 8E8.00 1 1/2" MIN TYPICAL KERF DETAIL 14 HEAD FLASHING UTILITY BOX 10 SCALE: N.T.S. O SCALE: N.T.S. O 12 WRB- SHINGLE INTO WRB BEHIND VENT PENETRATION VENT OR DUCT PENETRATIONS NUMBER VARIES NOTE: PROVIDE BLOCKING AT ANGLES AS REQ'D. FOR FASTENERS NOTE: PROVIDE (2) PIECE BLOCK WITH FLASHING LAPPED INTO WEATHER RESISTIVE BARRIER, SET BLOCK PIECES TOGETHER IN SEALANT. VENT HOOD: 22ga PRE -FINISHED STEEL. FOLD & RIVET. (HOOD FITS INSIDE FLANGE) VENT HOOD - GROUPED PENETRATION 15 SCALE: N.T.S. WEATHER RESISTIVE BARRIER "TARGET" 12" LARGER THAN PENETRATION ALL SIDES - SHINGLE INTO THE FIELD WEATHER BARRIER APPLY BUTYL SEALANT @ CORNERS INSTALL 1/2" SEALANT JOINT AND BACKER ROD AROUND HOSE BIB TO BLOCK RECESSED HOSE BIB INSTALL 20 mil SELF ADHERING BUTYL MEMBRANE AROUND PENETRATION IN ORDER INDICATED. CUT & FOLD TO SEAL TO SIDES OF BOX. RECESSED HOSE BIB 0 SCALE N.T.S. -�I V FACE OF SHEATHING (PER ARCHITECTURAL) TARGET FLASHING WEATHER RESISTIVE BARRIER i �CLADDING AS SCHEDULED WEEP SPACE SHEET METAL FLASHING WITH FOLDED END DAMS, SET IN FULL BED OF SEALANT SEALANT MOISTURE RESISTANT BLOCKING GASKETED AND SEALED EXTERIOR GRADE LIGHT FIXTURE WITH EXTERIOR GRADE ELECTRICAL BOX, SET IN SEALANT, VERIFY COVER TYPE 'QUICKFLASH' ELECTRICAL FLASHING PANEL, SIZE SO THAT PENETRATION FITS SNUGLY, WOOD TRIM CLADDING AS SCHEDULED /--- TARGET FLASHING TUCK WEATHER RESISTIVE BARRIER FROM BELOW UNDER TARGET FLASHING ELECTRIC OUTLET / LIGHT FIXTURE AT SIDING 0 SCALE: N.T.S. PROVIDE WATER RESISTIVE BARRIER / AIR BARRIER BEHIND ALL FLASHING LEGS AGAINST SHEATHING PROVIDE (3) BEAD OF SEALANT AT OVERLAPS, TYPICAL TYPICAL SHEET METAL LAP JOINTS O SCALE: N.T.S. 12 4 CAP FLASHING 15/BE8.00 CLADDING PER ARCHITECTURAL CLADDING PER ARCHITECTURAL SHEATHING PER ARCHITECTURAL PREDRILLED HOLES; FILL WITH SEALANT PRIOR TO INSTALLING THE BOLTS FASTENER WITH NEOPRENE WASHER HANDRAIL NEOPRENE GASKET BEHIND HANDRAIL SUPPORT BRACKET SEALANT FILLET BEAD BLOCKING AS REQUIRED WEATHER RESISTIVE BARRIER TARGET FLASHING (SELF ADHERED FLASHING) - TO EXTEND 24" ON ALL SIDES HANDRAIL FLASHING O 5 SCALE: 6" = 1'-0" WATER REPELLANT NEOPRENE GASKET MOUNTING PLATE HOSE BIB CONCRETE WALL arm FACE OF SHEATHING (PER ARCHITECTURAL) WEATHER RESISTIVE BARRIER CLADDING PER ARCHITECTURAL TARGET FLASHING QUICKFLASH PLUMBING FLASHING PANEL, SIZE SO THAT PENETRATION FITS SNUGLY 1/2" SEALANT JOINT AND BACKER ROD PENETRATION/ VENT TARGET FLASHING WEATHER RESISTIVE BARRIER CLADDING PER ARCHITECTURAL SELF -ADHERED MEMBRANE — y2" MIN. SEALANT AND BACKER ROD PENETRATION HOOD w/ FLANGE TYPICAL PIPE PENETRATION 1/2" SEALANT JOINT AND BACKER ROD QUICKFLASH PLUMBING FLASHING PANEL SIZE SO THAT PENETRATION FITS SNUGLY TUCK WEATHER RESISTIVE BARRIER FROM BELOW UNDER TARGET FLASHING CLADDING PER ARCHITECTURAL PIPE PENETRATION AT FLASHING SCALE: N.T.S. 0 HOSE BIB - CONCRETE 0 VENT HOOD - PLAN C)SCALE: 6" = i'-O" SCALE: N.T.S. WEATHER RESISTIVE BARRIER CLADDING PER ARCHITECTURAL TARGET FLASHING VENT HOOD - 22ga PRE -FINISHED STEEL FOLD & RIVET - SEE 4 / BE8.00 SEAL FLAPPER TO FLASHING VENT HOOD MOUNTING FLANGE -26ga GALVANIZED STEEL FULLY SOLDERED. SEE FLASHING DIAGRAM FOR ADDITIONAL INFO. PREPARE, PRIME & PAINT EXPOSED PARTS OF COLLAR TO MATCH HOOD. SLOPE TO DRAIN SEALANT JOINT AND BACKER ROD VENT FLASHING FLANGE LAPPED OVER WEATHER BARRIER AND TARGET FLASHING WEATHER RESISTIVE BARRIER CAP FLASHING - UTILITY BOX O VENT HOOD - SECTION O SCALE: N.T.S. SCALE: N.T.S. NOTE: DIMENSIONS VARY, FIELD VERIFY ISOMETRIC - UTILITY BOX O SCALE: N.T.S. VENT HOOD MOUNTING FLANGE: ---- 26ga GALVANIZED STEEL FULLY SOLDERED. PREP., PRIME & PAINT EXPOSED PARTS OF COLLAR TO MATCH HOOD SLOPE SR ' REVIEWED FOR ODED&MPLYRNOE1 APPROVED RN o 3 2010 F±i P1WI3113P''. E EC_iVED C;; S• v7 TUK'W;LA JAN 1 1 2013 PERMIT CENTER VENT HOOD: 22ga PRE -FINISHED STEEL. FOLD & RIVET. (HOOD FITS INSIDE FLANGE) VENT HOOD - SINGLE PENETRATION O SCALE: 1-1/2" = 1-0" U R S A L N2i ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East smrr 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license consultant logo 1 IITOcOa..WA 98100 CROSS 2 DESIGNGROUP project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submittals/revisions 100%SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT 1206.2017 BP CORR. 1160% CD CHECKSET01.10.2018 drawing Citle TYPICAL PENETRATION DETAILS drawing information DATE 01.10.2018 SCALE As Indicated DRAWN AL/AZ JOB # 2017062 copyright of U 8t1�1$a""nor e1sheet number �'r jINTERIOR 1 PER STRUCTURAL SOLDERED SHEET METAL PAN SET BACK OF FRAME IN SEALANT PRE -FINISHED LOUVER PER MECHANICAL SHIM ----- SEALANT JOINT AND BACKER ROD PENETRATION FLASHING WEATHER RESISTIVE BARRIER CLADDING PER ARCHITECTURAL [EXTERIOR] LOUVER SILL AT FRAMING O SCALE: 3"=1'-0" 11 PRE -FINISHED LOUVER PER MECHANICAL SET BACK OF STOREFRONT FRAME IN SEALANT PRESSURE -TREATED SHIM WITH TAPERED EDGE WELDED PAN SELF ADHERED MEMBRANE CONCRETE WALL TYPICAL MECHANICAL LOUVER AT CONCRETE SILL ® SCALE: 3"=1'-0' �2 4 I II i1 I CLADDING OVER FURRING PER ARCH. AIR BARRIER SHEET SEALED TO PENETRATION AND HEAD FLASHING WITH SEALANT OR TAPE MANUFACTURER'S LOUVER VTAC UNIT 1/2" SEALANT & BACKER ROD JOINT AT HEAD JAMBS CONTINOUS W/ BED OF SEALANT IN PAN PENETRATION FLASHING SEALANT, TYP. HEAD FLASHING, TYP. MANUFACTURERS WALL PLENUM OPTIONAL EXTERIOR DRAIN PER MANUFACTURER; SEAL ANNULAR PENETRATION AT PLENUM AND LOUVER PER MANUFACTURER R VIEWED FOR VICO PROVED RQ82016 BED PLENUM IN PAN FILLED WITH SEALANT SOLDERED SHEET METAL SILL PAN W/ BACK AND END DAMS, SEAT IN BED OF SEALANT VAPOR BARRIER PRIMER RECEIVED crr/ OF TUK`.VILA JAN1i2018 PERMIT CENTER V-TAC PENETRATION DETAIL O SCALE: N.T.S. U BAL ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE rm Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com r 206-257-0972 Ilcense consultant logo CROSS 2 DESIGN GROUP project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submittals/revisions 1007o SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT 206.2017 �1 BPCORR. 1I60% CD CHECK SET/1 \ 01.10.2018 drawing til!e PENETRATION DETAILS drawing information DATE 01.10.2018 SCALE As Ind eel DRAWN AL/AZ J088 2017062 copyrigh02018 Lure "�,"� sheet number PROVIDE MINIMUM 6" X 6" SELF ADHERED FLASHING SQUARE, CENTERED ON MASONRY TIE, TYPICAL WEATHER RESISTIVE BARRIER MASONRY CLADDING PER ARCHITECTURAL MORTAR NET MASONRY CAVITY VENTILATION AND DRAIN MAT; FILL WALL CAVITY IN FULL WITH DRAIN MAT THICKNESS OR MULTIPLE LAYERS AS REQUIRED SELF -ADHERED FLASHING OVER LEDGER FLASHING SELF -ADHERED FLASHING OVER LEDGER LEDGER PER ARCHITECTURAL WEATHER RESISTIVE BARRIER SEAL WITH AIR BARRIER SEALANT OR CLADDING PER ARCHITECTURAL WEATHER RESISTIVE BARRIER BARRIER TAPE - - SHEET METAL FLASHING WITH HEMMED DRIP EDGE SELF ADHERED MEMBRANE WEATHER RESISTIVE BARRIER CLADDING PER ARCHITECTURAL VAPOR RETARDER WALL PER ARCHITECTURAL VVEATHER RESISTIVE BARRIER TAPE AT VERTICAL LAPS CLADDING OVER FURRING PER ARCHITECTURAL INSIDE CORNER TRIM BLOCKING AS REQUIRED WEATHER RESISTIVE BARRIER / AIR BARRIER WALL DEPTH TRANSITION .S. INSIDE CORNER AT FIBER CEMENT PANEL 0 SCALE: N.T0 SCALE N.T.S. OUTSIDE CORNER TRIM BLOCKING AS REQUIRED WEATHER RESISTIVE BARRIER " CLADDINGARCHITECTURAL BARRIER TAPE SELF ADHERED MEMBRANE SHEET METAL FLASHING WITH HEMMED DRIP EDGE CLADDING PER ARCHITECTURAL WEATHER RESISTIVE BARRIER TRANSITION BETWEEN CLADDING AND SIDING MORTAR NET TAPE SEAL MASONRY CAVITY VENTILATION AND PROVIDE CAVITY WEEPS AT THE BASE DRAIN MAT; FILL OF THE PRE -CAST BAND (IN VERTICAL WALL CAVITY IN JOINTS MAXIMUM 8" 0/C OR AT FULL WITH DRAIN BOTTOM HORIZONTAL JOINT AS MAT THICKNESS OR REQUIRED) MULTIPLE LAYERS AS REQUIRED METAL LEDGER FLASHING WITH HEMMED DRIP EDGE SEALANT JOINT AND BACKER ROD SELF -ADHERED FLASHING BEHIND MASONRY TIE a 4 MASONRY LEDGER DETAIL SCALE 3 SLOPE CONCRETE < SHELF OR PROVIDE SLOPED -L MORTAR FILL 4 1Y2" N. • SCALE: N.T.S. MASONRY PER ARCHITECTURAL WEATHER RESISTIVE BARRIER RIGID INSULATION W/ MIN. 3/8" FURRED AIR SPACE OR BACK GROOVED FOR DRAINAGE PROVIDE CAVITY WEEPS AT THE BASE OF THE PRE -CAST BAND (IN VERTICAL JOINTS MAXIMUM 8" 0/C OR AT BOTTOM HORIZONTAL JOINT AS REQUIRED) STAINLESS STEEL FLASHING WITH DRIP EDGE AND END DAMS PER ARCHITECTURAL, BED IN SEALANT CLADDING OVER FURRING PER ARCHITECTURAL WEATHER RESISTIVE BARRIER/AIR BARRIER WALL PER ARCHITECTURAL VAPOR RETARDER WEATHER RESISTIVE BARRIER TAPE AT VERTICAL LAPS OUTSIDE CORNER AT FIBER CEMENT PANEL 0 SCALE. N T.S WEATHER RESISTIVE BARRIER / AIR BARRIER SEAL TO FLASHING CLADDING OVER FURRING PER ARCHITECTURAL STAINLESS STEEL INSECT SCREEN 24 go METAL DRIP FLASHING w/ 5" SLOPE TO DRAIN - SET IN A BED OF SEALANT INSECT SCREEN FRAMING PER STRUCTURAL WATER / ANTI-GRAFFITTI REPPELLANT PER ARCH FLOORLINE FLASHING AT FIBER CEMENT PANELED SCALE: N.T.S. ---- TERMINATION PER BELOW GRADE WATERPROOFING MANUFACTURER WHERE EXISTS GRADE, SLOPED AWAY FROM BUILDING /A/A,'/// \ ' WATERSTOP IF COLD JOINT 4 TERMINATION AT BASE OF BRICK AT SIDEWALK SCALE 3". 1,0" 1/2" MIN 1/4' GAP WALL PER ARCHITECTURAL CLADDING OVER FURRING PER ARCHITECTURAL WEATHER RESISTIVE BARRIER / AIR BARRIER FLASHING TAPE, TYPICAL WEATHER RESISTIVE BARRIER CORNER PIECE - 24 GAUGE PRE -FINISHED SHEET METAL FLASHING WITH DRIP EDGE STAINLESS STEEL INSECT SCREEN /4" MIN GAP 22 GAUGE CONTINUOUS METAL CLEAT SOFFIT AT FIBER CEMENT PANEL 0 SCALE 3. =1,0" WALL PER ARCHITECTURAL BLOCKING AS REQUIRED WEATHER RESISTIVE BARRIER / AIR BARRIER CLADDING OVER FURRING PER ARCHITECTURAL VERTICAL REVEAL VERTICAL REVEAL AT FIBER CEMENT PANEL 0 SCALE 3" .1,0" - — CLADDING OVER FURRING PER ARCHITECTURAL FASTENER PER MFR. SPECS. 'HORIZONTAL 'Z' TRIM WALL PER ARCHITECTURAL WEATHER RESISTIVE BARRIER / AIR BARRIER HORIZONTAL REVEAL AT FIBER CEMENT PANEL SCALE 3" .1,0" CD REVIEWED FOR COEfE-OOMPLiANeE-T APPROVED 1 ApR 0 3 2018 PLYWOOD SHEAR WALL WHERE OCCURS gm, Tioliwp§ "LUII,PINP pivipioF FIBER CEMENT PANEL FURRING RECEiVEre (16" o/c ALIGNED w/ STLpa)L 137 TUKOViLA VVRB / AB GYP SHEATHING STUD FRAMING BATT INSULATION INTERIOR GYP. BD w/ VAPOR BARRIER JAN 1 1 2018 PERMIT CENTaR WALL SECTION AT FIBER CEMENT PANEL SIDING SCALE: N.T.S. URSAL ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE,. Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com r 206-257-0972 Ircense consultant logo 1. 208.283.0088 I: 200.283.0,2 a: Int ..orose2tlg.com CROSS 2 DESIGNGROUP 2N,P226,2121,..2,22 22,2,222.8,422 project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan subtrattals/reosrons 100980 PROOR098PRINT 09.07.2017 BOLOINGPEROETOEI 10.31.2017 FOUNDATION ONLY PERMIT A 12.02,2012 BP CORR.1160% CD CHECK SET , 01.10.2018 drawing title WALL & SOFFIT DETA I LS drawing information DATE 01.10.2018 SCALE 6992052134 DRAWN AL / AZ JOB • 2017062 copyright .018 Urbal Attrf..PLI, .n ... , avtl wo, noM11,r, nt.A, er:Zn'n , al Arrt4Zr M"' ' wr'' sheet number 0 0 0 PER MANUFACTURER NEOPRENE PAD 24 GAUGE GALVANIZED SHEET METAL FLASHING WITH REMOVABLE COUNTER FLASHING WITH DRIP EDGE STAINLESS STEEL FASTENERS WITH NEOPRENE WASHERS FASTENERS PER MANUFACTURER ROOFING SYSTEM FLASHING PLIES CANT (AS REQUIRED) 3-PLY MODIFIED BITUMEN SBS ROOFING SYSTEM DOOR THRESHOLD PER ARCHITECTURAL HEAVY GAUGE SILL PAN WITH HEMMED EDGE; SET PAN IN SEALANT UNDER THRESHOLD FASTENER AND SEAM PLATE STAINLESS STEEL FASTENERS WITH NEOPRENE WASHER ROOF FRAMING PER ARCHITECTURAL, TYPICAL SBS FLASHING PLIES CANT (AS REQUIRED) 3-PLY MODIFIED BITUMEN SBS ROOFING SYSTEM r— SHEATHING PER ARCHITECTURAL DOOR ENTRY AT ROOF 0 SCALE. PIPE ROLLER SUPPORT WHERE PIPES MOUNTED ON ROOF n STAINLESS STEEL FASTENER VVITH NEOPRENE GASKET; PRE -DRILL HOLE AND COMPLETELY FILL WITH SEALANT / COMPATIBLE MASTIC PRIOR TO INSTALLING FASTENER -SHEATHING AND FRAMING PER ARCH. / "'—PERMANUFACTURER PIPE ROLLER SUPPORT ® SCALE 3" 1,0" PRE -MANUFACTURED ROOF HATCH PER ARCHITECTURAL STAINLESS STEEL FASTENER WITH NEOPRENE WASHER PENETRATION STAINLESS STEEL CLAMP AND FASTENER SEALANT TAPE 24 GAUGE GALVANIZED SHEET METAL OR 4 LBS. LEAD PIPE WRAP; PRIME FLANGES AND SET IN COMPATIBLE MASTIC / CEMENT COMPATIBLE SEALANT OR ROOFING CEMENT Te. 24 GA SHEET METAL SKIRT FLASHING WITH HEMMED DRIP EDGE, FULLY SOLDERED ROOFING SYSTEM FLASHING PLIES — CANT (AS REQUIRED) SHEATHING AND FRAMING PER ARCHITECTURAL — 3-PLY MODIFIED BITUMEN SBS ROOFING SYSTEM ROOF HATCH 8 SCALE 3" =1,0" COMPATIBLE TOOLED SEALANT; TOOL SEALANT TO SHED WATER SHEET METAL FLASHING COLLAR; FULLY EMBEDDED IN SEALANT; FASTEN WITH STAINLESS STEEL HOSE CLAMP AND STAINLESS STEEL FASTENER ROOFING SYSTEM FLASHING PLY ROOF COVER BOARD AND ROOF ASSEMBLY PER ARCHITECTURAL 3-PLY MODIFIED BITUMEN SBS ROOFING SYSTEM PER MANUFACTURER TYPICAL PENETRATION 0 SCALE 3..1,0. MIME 4" MIN--.) PER—, MANUFACTURER e0 PER MANUFACTURER SUPPORT LEG, PER ARCHITECTURAL WELDED TO SUPPORT U-SHAPED SUPPORT FOR MECHANICAL, PER ARCHITECTURAL FRAMING PER ARCHITECTURAL 11111111 PRE -MANUFACTURED ROOF JACK / VENTILATOR MANUFACTURER APPROVED MASTIC OR SEALANT PRIME FLANGES AND SET IN COMPATIBLE MASTIC OR CEMENT ROOFING SYSTEM FLASHING PLY 3-PLY MODIFIED BITUMEN SBS ROOFING SYSTEM SHEATHING AND FRAMING PER ARCHITECTURAL ROOF VENT C) SCALE: 1-1/2" .1,0" SEPARATE LEAD FLASHING COLLAR CAP FOLDED INTO STACK LEAD FLASHING WITH ROUNDED CORNERS; PRIME FLANGES AND SET IN COMPATIBLE MASTIC / CEMENT ,-- COMPATIBLE SEALANT OR ROOFING CEMENT ROOFING SYSTEM FLASHING PLY ROOF COVER BOARD AND ROOF ASSEMBLY PER ARCHITECTURAL 3-PLY MODIFIED BITUMEN SBS ROOFING SYSTEM PLUMBING VENT PENETRATION PER MANUFACTURER SHEET METAL COVER ROOFING FLASHING PLIES FASTENER AND SEAM PLATE NEOPRENE GASKETED STAINLESS STEEL FASTENER REMOVABLE COUNTERFLASHING CANT (AS REQUIRED) SHEATHING AND FRAMING PER ARCHITECTURAL 3-PLY MODIFIED — BITUMEN SBS ROOFING SYSTEM FLASHING - EQUIPMENT CURB 0 SCALE: 3..1-0' ROOFING SYSTEM FLASHING PLY ROOF SHEATHING AND BLOCKING PER ARCHITECTURAL, TYPICAL 3-PLY MODIFIED BITUMEN SBS ROOFING SYSTEM PER MANUFACTURER 4" MIN. ROOFING SYSTEM FLASHING PLY ROOF SHEATHING AND BLOCKING PER ARCHITECTURAL, TYPICAL 3-PLY MODIFIED rBITUMEN SBS ROOFING SYSTEM PER ANUFACTURER 4" MIN. NOTE: SCUPPER TO BE MINIMUM 24 GAUGE GALVANIZED SHEET METAL DRAIN STRAINER - CLAMPING RING AND BOLTS LEAD FLASHING - PRIME FLANGES - SET IN MASTIC ROOFING SYSTEM FLASHING PLY 3-PLY MODIFIED BITUMEN SBS ROOFING SYSTEM RECESSED SUMP AT DRAIN - PROVIDE SHEATHING AND CANT AS REQUIRED PROVIDE PLYWOOD SHIM TO ALLOW FLUSH TRANSITION ROOF DRAIN 0 SCALE. 3" COMPATIBLE SEALANT AT ROOFING AND METAL SHEET METAL GRAVEL STOP/FASCIA; FASTEN TO BLOCKING; FINISH PER ARCHITECTURAL; SET FLANGE IN MASTIC OR SEALANT CONTINUOUS CLEAT EXTEND 1 ROOF PLY OR OTHER MEMBRANE LAPPING OVER CLADDING - SELF-ADHESIVE FLASHING ---- WEATHER RESISTIVE BARRIER CLADDING PER ARCHITECTURAL ROOF EDGE WITH GRAVEL STOP 0 SCALE: 1-0" CLADDING PER ARCHITECTURAL WEATHER RESISTIVE BARRIER SHEET METAL SCUPPER; FASTEN TO BLOCKING; SET FLANGE IN MASTIC OR SEALANT EQUAL TO R-VALUE REQUIRED RIGID STAINLESS STEEL NEOPRENE INSULATION — GASKETED FASTENER COLLECTOR HEAD PER i ARCHITECTURAL EXTEND 1 ROOF PLY OR OTHER MEMBRANE LAPPING OVER CLADDING SELF-ADHESIVE FLASHING DOVVNSPOUT WEATHER RESISTIVE BARRIER CLADDING PER ARCHITECTURAL SCUPPER AT ROOF EDGE 0 SCALE 3" ISOMETRIC - SCUPPER AT PENTHOUSE ROOF SCALE 3..1,0" CLOSED CELL SPRAY FOAM SHEATHING AND FRAMING PER ARCHITECTURAL MINIMUM 24 GAUGE METAL COPING WITH STANDING SEAMS; SLOPE MINIMUM 1" PER 1L0" 40 MIL HIGH TEMPERATURE SELF ADHESIVE MEMBRANE 2X PRESSURE TREATED TAPERED CAP STAINLESS STEEL FASTENERS WITH NEOPRENE WASHER CLADDING PER ARCHITECTURAL WEATHER RESISTIVE BARRIER SHEATHING AND FRAMING PER ARCHITECTURAL PARAPET COPING 0 SCALE 3 .1-0" PROVIDE 5/8" TYPE 'X' DENS DECK (OR APPROVED EQ.) BEHIND ALL ROOFING ROOFING SYSTEM FLASHING PLIES FASTENER AND SEAM PLATE PER MANUFACTURER ROOFING SYSTEM FLASHING PLIES TEMP ROOF/VAPOR BARRIER CANT (AS REQUIRED) CONTINUOUS RIGID INSULATION AT MIN. R-VALUE ROOF SHEATHING AND FRAMING PER ARCHITECTURAL, TYPICAL 3-PLY MODIFIED BITUMEN SBS ROOFING SYSTEM -- (PAVERS PER ARCHITECTURAL) —".1111,1,11,1. ••••.. ••••• • •• ••• 71717rail:77.11 MIIMENIMMENIMIMMEME INEMIIMMENIM1111 I REVI WED FOR CO AP ROVED a 2010 ROOFING TERMINATION AT PARAPET BASE' MINIMUM 24 GAUGE METAL COPING WITH STANDING SEAMS; SLOPE MINIMUM 1" PER 1'-0" 2X PRESSURE TREATED -- TAPERED CAP 1 1/2" MIN 40 MIL HIGH TEMPERATURE SELF ADHESIVE MEMBRANE CLADDING PER ARCHITECTURAL WEATHER RESISTIVE BARRIER SHEATHING AND FRAMING PER ARCHITECTURAL, TYPICAL CLOSED CELL SPRAY FOAM CONTINUOUS RIGID INSULATION AT MIN. R-VALUE SCALE: 3" = 1,0" FLASHING PLY 011Y PMEliw,; FASTENER AND SEAM PLATE STAINLESS STEEL FASTENERS WITH NEOPRENE WASHER — ROOFING SYSTEM FLASHING PLIES CANT (AS REQUIRED) SHEATHING AND FRAMING PER ARCHITECTURAL RECEIVED ROOFING SYSTEM CITYJAoNp iT K20',I)/8iLA 3- PBITUMEN I ESBS D P .PNIIT CENTER ans xo"ppEER 11111111 •2111911....gui 9111111111 lir IF° MPEARNUFACTURER COPING AT LOW PARAPET WALL C) SCALE 3" 1,0" • U 14' BAL. ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SOITE 100 Seattle, WA 98102 info@urbalarchitecture.corn www.urbalarchitecture.com r 206-257-0972 license consultant logo Vuite WO*1'0V' A" ' .1'0'8720'3' 'Ctg(7e " I 200.283 0972 CROSS 2 DESIGNGROUP project name STERLING NA TDEuR, N S OAUcTTHI vC EE LTA RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 96186 key Plan subnettals/rememns 100%SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10,311017 FOUNDATION ONLY PERMIT 12.0E2017 BP 001211.1 /60% ODDHECK SET 01.10.2018 drawing ME TYPICAL ROOF DETAI LS drawing information DATE 01.10.2018 SCALE As Indicated _ DRAWN AL/AZ JOB # 2017062 copyright uu u Jeerer Lra sheet number 0 0 0 CONTINUOUS CLEAT ROOFING SYSTEM FLASHING PLIES PRESSURE TREATED TAPERED CAP 24 GAUGE SHEET METAL COPING; SLOPE MINIMUM 1" PERT-0" NEOPRENE GASKETED STAINLESS STEEL FASTENER ROOF SHEATHING AND FRAMING PER ARCHITECTURAL, TYPICAL MECHANICAL PLATFORM DIVIDING WALL COPING SCALE 3" -- CLADDING PER ARCHITECTURAL - WEATHER RESISTIVE BARRIER WALL ASSEMBLY PER ARCHITECTURAL AIR BARRIER SEALANT OR TAPE SEAL FASTENER AND SEAM PLATE SHEET METAL FLASHING AND REMOVABLE COUNTERFLASHING WITH DRIP EDGE ROOFING SYSTEM FLASHING PLIES CANT (AS REQUIRED) [SHEATHING AND FRAMING PER ARCHITECTURAL 3-PLY MODIFIED BITUMEN SBS ROOFING SYSTEM — CLADDING PER ARCHITECTURAL WEATHER RESISTIVE BARRIER -- WALL ASSEMBLY PER ARCHITECTURAL AIR BARRIER SEALANT OR TAPE SEAL FASTENER AND SEAM PLATE SHEET METAL FLASHING AND REMOVABLE COUNTERFLASHING WITH DRIP EDGE — ROOFING SYSTEM FLASHING PLIES ;---PROVIDE PROTECTION LAYER UNDER \ PEDESTALS PER ROOF MANUFACTURER PAVERS PER ARCHITECTURAL / LANDSCAPE --- ROOF SUBSTRATE AND ASSEMBLY PER ARCHITECTURAL / STRUCTURAL PER MANUFACTURER DOOR JAMB, BEYOND CONTINUOUS SEALANT BETWEEN SILL PAN AND THRESHOLD THRESHOLD PER ARCHITECTURAL SHEET METAL SILL PAN WITH HEMMED EDGE FULLY EMBEDDED IN SEALANT PMMA (POLYMETHYL METHACRYLATE) REINFORCED FLASHING SYSTEM (VERIFY COMPATIBILITY WITH ROOFING SYSTEM) -- 3-PLY MODIFIED BITUMEN SBS ROOFING SYSTEM PAVERS PER ARCHITECTURAL / LANDSCAPE ROOF SUBSTRATE AND ASSEMBLY PER ARCHITECTURAL / STRUCTURAL —6" MIN. (OR AS APPROVED BY MEMBRANE MANUFACTURER) VIBRATION ISOLATOR MOUNT PER ARCHITECTURAL / MECHANICAL STAINLESS STEEL FASTENER WITH NEOPRENE WASHER; PRE -FILL FASTENER PENETRATION WITH BUTYL SEALANT FULLY EMBED VIBRATION ISOLATOR MOUNTING PLATE IN BUTYL SEALANT SOLID BLOCKING / STRUCTURE UNDER MECHANICAL UNIT, PER ARCHITECTURAL / STRUCTURAL 3-PLY MODIFIED BITUMEN SBS ROOFING SYSTEM MECHANICAL CURB / PLATFORM PER ARCHITECTURAL N. 1/4" PER 1,0" SLOPE MECHANICAL EQUIPMENT, WHERE OCCURS MECHANICAL VIBRATION ISOLATOR EQUIPMENT MOUNT 0 SCALE 3" MECHANICAL EQUIPMENT PLATFROM AT ROOF 0 SCALE NT.S . SHEET METAL EDGE FLASHING SET IN MASTIC OR SEALANT LAP FIELD PLIES OVER FLASHING PLIES FASTENER AND SEAM PLATE CONTINUOUS CLEAT ROOFING SYSTEM FLASHING PLIES CANT (AS REQUIRED) 3-PLY MODIFIED BITUMEN SBS ROOFING SYSTEM ROOF SHEATHING AND FRAMING PER ARCHITECTURAL, TYPICAL SBS FLASHING PLY 3-PLY MODIFIED BITUMEN SBS ROOFING SYSTEM 6" PER MANUFACTURER MECHANICAL PLATFORM BASE 0 ROOF SHEATHING AND FRAMING PER ARCHITECTURAL, TYPICAL FASTENER AND SEAM PLATE PER MANUFACTURER ROOFING SYSTEM FLASHING PLIES CANT (AS REQUIRED) 3-PLY MODIFIED BITUMEN SBS ROOFING SYSTEM ROOF SHEATHING AND FRAMING PER ARCHITECTURAL, TYPICAL 0MN. L/\ SCALE: 3" SHEET METAL --- PARAPET COPING FASTENER 0/ NEOPRENE WASHER AT 12" O.C. IN SLOTTED HOLE NOTE: SLOPE COPING TO INSIDE OF PARAPET SPLICE PLATE BELOW COPING COPING (2) BEADS SEALANT EACH SIDE BETWEEN SPLICE PLATE AND COPING 1/8" GAP BETWEEN COPING SECTIONS LAP FLANGE INTO ---- WRB TAPE LAPS 24 GAUGE FULLY SOLDERED GALVANIZED METAL BOOT FLASHING CD VERIFY IN FIELD ERIFY IN FIELD FASTEN AT 12" 0.C. TO FRAMING GSM CONT. CLEAT PARAPET WALL TYPICAL COPING FABRICATION 0 SCALE: N.T.S. 7 SPLICE PLATE ISOMETRIC 0 SCALE: N T S. EQUIPMENT PER ARCHITECTURAL / MECHANICAL EXTEND FLASHING PLY OVER CURB AND FASTEN CONTINUOUS NEOPRENE GASKET STAINLESS STEEL FASTENER WITH NEOPRENE GASKET 2 PIECE FLASHING RECEIVER AND COUNTER FLASHING WITH HEMMED DRIP EDGE ROOF SUBSTRATE / ASSEMBLY PER ARCHITECTURAL / STRUCTURAL 3-PLY MODIFIED BITUMEN SBS ROOFING SYSTEM ROOFING SYSTEM FLASHING PLIES CANT AS REQUIRED PER MANUFACTURER MECHANICAL CURB 0 SCALE: 3" = 1.-0" NOTE: FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION SEAL OVER END WITH 40mil HIGH TEMP SELF ADHERING MEMBRANE VERIFY 24 GAUGE FULLY SOLDERED GALVANIZED METAL BOOT FLASHING BUILDING CORNER OR OUTSIDE CORNER OF COLUMN VERIFY SLOPE MIN. 1/4"/ FT. MENOMONEE. mmmmmmm Ila EMEEMEEMEMEMENEMENEEMIMMENEMENE.E1 .MEN HEMEMEMEMENEMEMEMMEENNEMENNEMEME IMMINEMEMEMEMENENEMEEN MEMMENEMEMENE ENE ENUMMUMMEMENEMEMEMENMENNENIMMINNE MEMEMMEMErniimuMMIMMEMMEMEME "AM mmi. MMEMMEMEMMEMMEMEMEE=MMMMEME NEM MIEMILIMENNEWHIMPEME • MMEMMEEMN WSW • 1 Mr AVAM SLOPED JOISTS / TRUSS TOP CHORD/ 3-PLY MODIFIED BITUMEN SBS ROOFING SYSTEM ROOF SHEATHING AND FRAMING PER ARCHITECTURAL, TYPICAL — CONTINUOUS TAPERED RIGID INSULATION SYSTEM TEMP ROOF/VAPOR BARRIER STRUCTURAL ROOF DECK UNVENTED ROOF SLOPED RIGID INSULATION ASSEMBLY SCALE N T S SLOPE MIN. 1/4"/ FT Maw /ROOF FRAMING / TRUSS/ -- 3-PLY MODIFIED BITUMEN SBS ROOFING SYSTEM ROOF SHEATHING AND FRAMING PER ARCHITECTURAL, TYPICAL CONTINUOUS TAPERED RIGID INSULATION SYSTEM TEMP ROOF/VAPOR BARRIER — STRUCTURAL ROOF DECK UNVENTED ROOF TAPERED INSULATION ASSEMBLY 0 SCALE N.T.S. BASE FLASHING ROOFING PER SPECS CANT STRIP —, 24" 24" 24" 4" MIN --- MULTIPLE PIPES OR OTHER PENETRATIONS 24" MIN 4" MIN 24" MIN SEPARATION TO ADJACENT PENETRATIONS, CANT STRIP, SCUPPER, ETC. ROOF MINIMUM CLEARANCE 24 GAUGE FULLY -- SOLDERED GALVANIZED METAL BOOT FLASHING VERIFY —I VERIFY VERIFY 24 GAUGE FULLY SOLDERED GALVANIZED METAL BOOT FLASHING 0 SCALE: N.T.S. OB LluITLSDIIDNEG CCOORRNNEERR OOFRcou ,„R,EEVelEoWEminmicED FOR APP:710; f ; LjNattiNJ RECEIVED Girt' TliKWiLA ANGLED BUILDINGJAN 1 1 2018 C0RN§2MiT CENTER VERIFY VERIFY REALO ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East suaeloo Seattle, WA 98102 info@urbalarchitecture.com www.urbalerchitecture.com T 206-257-0972 license consultant logo Seaftle.W"eips a: I nlog,crose ztlo.co CROSS 2 DESIGN GROUP project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan sulomit7alS/revIsion9 I00%827005RESSPRINT 09.07.2017 BUILDINOPERMLTSET 10.31.2017 FOUNDATION ONLY PERMIT A 1206.2017 BP CORR. 11 60% CO CHECK SET 01.10.2018 drawing tqle TYPICAL ROOF DETA I LS drawing information DATE 07.10.2018 SCALE As Indicated DRAWN AL/AZ JOB # 2017062 sheet number • • MECHANICAL PLATFORM DIVIDING WALL BASE 0 SCALE 3" = 1,0" SADDLE FLASHING BOOTS AT PARAPET TO WALL CONDITIONS CD SCALE N.T.S. NOTE: SCUPPER TO BE MINIMUM 24 GAUGE GALVANIZED STEEL DECK OR ROOF SCUPPER WITH 2-PIECE COLLAR THROUGH WALL SCUPPER WITH 1-PIECE COLLAR CLADDING ARCHITECTURAL WEATHER WEATHER RESISTIVE BARRIER AIR BARRIER SEALANT OR TAPE SEAL OMIT CANT BEND WHERE NOT REQUIRED HEMMED DRIP FIELD BEND 45° DRIP AFTER SCUPPER INSTALLED THRU OPENING 121/2"AT4"0 DOWNSPOUT UPPER SCUPPER COLLAR PIECE SLOPE 5° 2"MIN LAP - UPPER AND LOWER COLLAR SET UPPER/LOWER COLLAR AND SCUPPER TOGETHER IN NON -SKINNING BUTYL SEALANT LOWER COLLAR SCUPPER PIECE LAPS UNDER UPPER COLLAR SCUPPER PIECE LOWER SCUPPER COLLAR PIECE 45° DRIP EDGE SET SCUPPER AND COLLAR TOGETHER IN NON -SKINNING BUTYL SEALANT ONE PIECE SCUPPER COLLAR SCUPPER AND 2 PIECE COLLAR ISOMETRIC O SCALE: 3" = 1'A" 10 REGLET AND — REMOVABLE COUNTERFLASHING AIR BARRIER SEALANT — OR TAPE SEAL ROOFING SYSTEM, FLASHING PLIES - 3-PLY MODIFIED BITUMEN SBS ROOFING SYSTEM SLOPE 1/4"/ FT. PARAPET ASSEMBLY PER ARCHITECTURAL CLADDING PER ARCHITECTURAL WEATHER RESISTIVE BARRIER AIR BARRIER SEALANT OR TAPE SEAL REFER TO SIMILAR DETAIL 8 FOR FOR TWO-PIECE COLLAR AROUND SCUPPER SEALANT JOINT AND BACKER ROD FULLY EMBED IN SEALANT REFER TO SIMILAR DETAIL 8 FOR SHEET METAL SCUPPER FULLY EMBED SHEET METAL SCUPPER AND COLLAR FLANGE IN COMPATIBLE SEALANT OR ROOFING CEMENT THROUGH ROOF WALL SCUPPER 11 SCALE 3' =1'-0" CLADDING PER—\, ARCHITECTURAL WEATHER RESISTIVE - BARRIER AIR BARRIER SEALANT OR TAPE SEAL REGLET AND REMOVABLE COUNTERFLASHING ROOFING SYSTEM, FLASHING PLIES 3-PLY MODIFIED BITUMEN SBS ROOFING SYSTEM SLOPE 1/4"/ FT. PER MANUFACTURER ROUT PLYWOOD TO PROVIDE A FLUSH / RECESSED TRANSITION AT FLANGE SET SCUPPER FLANGE IN MANUFACTURER APPROVED MASTIC OR SEALANT CLADDING PER ARCHITECTURAL WEATHER RESISTIVE BARRIER AIR BARRIER SEALANT OR TAPE SEAL REGLET AND REMOVABLE COUNTERFLASHING ROOFING SYSTEM FLASHING PLIES 3-PLY MODIFIED BITUMEN SBS ROOFING SYSTEM 2" ABOVE ROOF DRAIN PER MANUFACTURER SET SCUPPER FLANGE IN MANUFACTURER APPROVED MASTIC OR SEALANT PARAPET ASSEMBLY PER ARCHITECTURAL ---- CLADDING PER ARCHITECTURAL WEATHER RESISTIVE BARRIER AIR BARRIER SEALANT OR TAPE SEAL REFER TO DETAIL 8 FOR TWO-PIECE COLLAR AROUND SCUPPER SEALANT JOINT AND BACKER ROD AROUND SCUPPER AND COLLAR REFER TO SIMILAR DETAIL 8 FOR SHEET METAL SCUPPER COLLECTOR HEAD PER ARCHITECTURAL `_- DOWNSPOUT PER ARCHITECTURAL AND PLUMBING CLADDING PER ARCHITECTURAL WEATHER RESISTIVE BARRIER PARAPET ROOF SCUPPER O SCALE 3" =1'-0' PARAPET ASSEMBLY PER ARCHITECTURAL CLADDING PER ARCHITECTURAL WEATHER RESISTIVE BARRIER AIR BARRIER SEALANT OR TAPE SEAL REFER TO DETAIL 8 FOR TWO-PIECE COLLAR AROUND SCUPPER SEALANT JOINT AND BACKER ROD AROUND SCUPPER AND COLLAR REFER TO SIMILAR DETAIL 8 FOR SHEET METAL SCUPPER CLADDING PER ARCHITECTURAL WEATHER RESISTIVE BARRIER OVERFLOW PARAPET ROOF SCUPPER SCALE: 3"=1'-0" `� PENETRATION PMMA (POLYMETHYL-- METHACRYLATE) LIQUID APPLIED REINFORCED FLASHING SYSTEM 8" MIN. 6" MINIMUM OR AS REQUIRED BY FLASHING / ROOFING MANUFACTURER 3-PLY MODIFIED BITUMEN SBS ROOFING SYSTEM SHEATHING AND FRAMING PER ARCHITECTURAL TYPICAL PENETRATION WITH PMMA LIQUID FLASHING (FALL PROTECTION ANCHOR SIMILAR) SCALE: 3" 1'-0" 0 STEEL POST BASE (PENETRATION SIMILAR) INSTALL COMPATIBLE SEALANT AT VOIDS & GAPS 0 TAPE OFF & CLEAN 44° ROOF AREA & POST BASE PER MANUFACTURER ' 6 MINIMUM (OR AS INDICATED BY O TAPING AND SEALANT MANUFACTURER) 6" MINIMUM (OR AS INDICATED BY MANUFACTURER) APPLY LIQUID BASE COAT PER MANUFACTURER'S INSTRUCTIONS © BASE COAT LIQUID FLASHING ® EMBED FLEECE REINFORCING INTO BASE COAT © REINFORCING FLEECE 05 APPLY TOP COAT (APPLY ADDITIONAL COLOR COATS PER MANUFACTURER AS INDICATED AT LOCATIONS WHERE COLOR FINISH IS REQUIRED) ®D TOP COAT LIQUID FLASHING DUST TOP COAT WITH GRANULES REMOVE TAPE 0 TOP COAT LIQUID FLASHING PMMA LIQUID FLASHING AT ROOF PENETRATION O SCALE: N.T.S. FLASHING TAPE AT TOP OF FLASHING LEG MINIMUM 24 ga GALVANIZED SADDLE FLASHING MINIMUM 24 ga GALVANIZED METAL COPING V.I.F.-TOMATCH — COPING FLANGE HEIGHT SADDLE FLASHING AT PARAPET TO WALL CORNER TRANSITION NOTE: ALL ADJACENT NON FOLDED EDGES TO BE SOLDERED WATERTIGHT MINIMUM 24 GAUGE FULLY SOLDERED SADDLE FLASHING SCALE: 3"=1'-0" O TOP OF PARAPET WEATHER RESISTIVE BARRIER TUCK UNDER CORNER BOOT FLASHING AND HIGH TEMP SELF ADHESIVE MEMBRANE (NOT SHOWN) TRANSITION CORNER FLASHING CORNER BOOT AT PARAPET O SCALE: N.T.S. VERIFY CONCEALED SADDLE AT PARAPET TO WALL CONDITION O 1/2" NOTE: FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION NOTE: FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION SCALE: N.T.S. MINIMUM 24 ga GALVANIZED FULLY SOLDERED SILL PAN VERIFY IN FIELD FIELD VERIFY METAL SILL PAN AT ROOF ENTRY O 1/2" SCALE: N.T.S. MINIMUM 24 ga GALVANIZED FULLY SOLDERED SILL PAN VERIFY IN FIELD REVIEWED FOR I RECEIVED I3008BeM LANCE, CIT`r' OF TUKWILA APPROVED APR 0 A 2010 JAN 1 1 2018 FIELD VERIFY PERMIT CENTER METAL SILL PAN AT ROOF ENTRY O SCALE: N.T.S. UR3AL ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East soIre100 Seattle, WA 98102 info@urbalarchitecture.com www.0 rbalarchitecture.com T 206-257-0972 license consuitant logo CROSS 2 DESIGN GROUP project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key pia, submittals/re,isions 100% SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT 1 12.06.2017 BPCORR.1160%CD CHECK SET 1 01.10.2916 drawing title TYPICAL ROOF DETAILS drawing Information DATE 01.10.2018 SCALE As Indicated DRAWN AL/AZ JOB# 2017062 copyright sheet number •1 WIND DESIGN: COMPONENTS & CLADDING PRESSURES FOR DESIGN (PSF, ULTIMATE) FOR PERMIT These drawings ere suiflciontler complete for submission to the jurisdiction having authority for permit The Contractor shell not use these rirewings for construction until Contractor receives written approval for use in construction by the jurisdiction having authority end Oa Engineers. STRUCTURAL -GENERAL NOTES GENERAL REQUIREMENTS GOVERNING CODE: The design and construction of this project is governed by the "International Building Code (IBC)", 2015 Edition, hereafter referred to as the IBC, as adopted and modified by the City of Tukwila, WA understood to be the Authority Having Jurisdiction (AHJ). REFERENCE STANDARDS: Refer to Chapter 35 of 2015 IBC. Where other Standards are noted in the drawings, use the latest edition of the standard unless a specific date is indicated. Reference to a specific section in a code does not relieve the contractor from compliance with the entire standard. DEFINITIONS: The following definitions cover the meanings of certain terms used in these notes: "Architect/Engineer" -The Architect of Record and the Structural Engineer of Record. • "Structural Engineer of Record" (SER) -The structural engineer who is licensed to stamp & sign the structural documents for the project. The SER is responsible for the design of the Primary Structural System, • "Submit for review- Submitto the Architect/Engineer for review prior to fabrication or construction. • Per Plan" - Indicates references to the structural plans, elevations and structural general notes. "Seismic Force Resisting System (SFRS)" - A recognized structural system of components (beams, braces, drags, struts, collectors, diaphragms, columns, walls, etc) of the primary structure that are specially designed and proportioned to resist earthquake -Induced ground motions and maintain stability of the structure Fabncat on and installation of components designated es part of the SFRS require the general contractor, subcontractor, or pplier who is responsible for any portion of SFRS fabrication or installation to comply with special requirements (including, but not limited to, material control, compliance certifications, personnel qualifr ations, documentation, reporting requirements, etc) and to provide the required Quality Control including the required coordination of Special Inspections (Quality Assurance - QA). Special provisions apply to any member designated as part of the SFRS. Refer to plans, elevations, details, Design Criteria and Symbols and Legends for applicable members and connections. "Specialty Structural Engineer" (SSE) - A professional engineer (PE or SE), licensed in the State where the project is located, (typically not the SER), who performs specialty structural engineering services for selected specialty -engineered elements identified in the Contract Documents, and who has experience and training in the Specialty. Documents stamped and signed by the SSE shall be completed by or under the direct supervision of the SSE. "Bidder -designed" - Components of the structure that require the general contractor, subcontractor, or supplier who is responsible for the design, fabrication and installation of specialty -engineered elements identified in the Contract Documents to retain the services of an SSE. Submittals of "Bidder -designed' elements shall be stamped and signed by the SSE. OTHER DRAWINGS: Refer to the architectural, mechanical, electrical. civil and plumbing drawings for additional infor- mation including but not limited to: dimensions, elevations, slopes, door and window openings, non -bearing walls, stairs, finishes, drains, waterproofing, railings, elevators, curbs, depressions, mechanical unit locations, and other nonstructural items. STRUCTURAL DETAILS: The structural drawings are intended to show the general character and extent of the project and are not intended to show all details of the work. Use entire detail sheets and specific details referenced in the plans as °typical" wherever they apply. Similarly, use details on entire sheets with 'typical" in the name wherever they apply. STRUCTURAL RESPONSIBILITIES: The structural engineer (SER) is responsible for the strength and stability of the primary structure in its completed form. COORDINATION: The Contractor is responsible for coordinating details and accuracy of the work; for confirming and correlating all quantities and dimensions; for selecting fabrication processes; for techniques of assembly; and for per- forming work in a safe and secure manner. PRE -CONSTRUCTION MEETINGS: The Contractor is responsible for coordinating pre -construction meetings prior to commencing work. Pre -con meetings, scheduled approximately two weeks prior to the start of the relevant work, are required for the following phases of construction: Post -tensioned slabs. Attendees for pre -construction meeting are to include contractor, relevant subcontractors, fabricators, inspectors, architect/engineer, and representative of the Authority Having Jurisdiction where required. Meeting agendas are to include review of the work scope, project schedule relevant to the work, contact information of responsible parties, inspection points, review of materials and any special cases or Issues, procedures for clarifications if required, testing and acceptance, etc. MEANS, METHODS and SAFETY REQUIREMENTS: The contractor is responsible for the means and methods of con- struction and all job related safety standards such as OSHA and DOSH (Department of Occupational Safety and Health). The contractor is responsible for means and methods of construction related to the intermediate structural conditions (i.e. movement of the structure due to moisture and thermal effects; construction sequence; temporary bracing, etc). BRACING/SHORING DESIGN ENGINEER: The contractor shall at his discretion employ an SSE, a registered profes- alonel engineer for the design of any temporary bracing and shoring. TEMPORARY SHORING, BRACING: The contractor is responsible for the strength and stability of the structure during construction and shall provide temporary shoring. bracing and other elements required to maintain stability until the struc- ture is complete. It is the contractor's responsibility to be familiar with the work required in the construction documents and the requirements for executing it properly. CONSTRUCTION LOADS: Loads on the structure during construction shall not exceed the design loads as noted in DE- SIGN CRITERIA & LOADS below or the capacity of partially completed construction as determined by the Contractor's SSE for Bracing/Shoring. CHANCES IN LOADING' The contractor has the responsibility to notify the SER of any architectural, mechanical, electri- cal, or plumbing load imposed onto the structure that differs from, or that is not documented on the original Contract DM: merits (architectural / structural / mechanical / electrical or plumbing drawings). Provide documentation of location, load size and anchorage of all undocumented loads in excess of 400 pounds. Provide marked -up structural plan indicat- ing locations of any new equipment or loads. Submit plans to the ArchilacVEngineer for review prior to installation. NOTE PRIORITIES: Plan and detail notes and specific loading data provided on individual plans and detail drawings supplements information in the Structural General Notes. DISCREPANCIES: In case of discrepancies between the General Notes, Specifications, Plans/Details or Reference Standards, the Architect/Engineer shall determine which shall govern. Discrepancies shall be brought to the attention of the Architect/Engineer before proceeding with the work. Should any discrepancy be found in the Contract Documents, the Contractor will be deemed to have included in the price the most expensive way of completing the work, unless prior to the submission of the price, the Contractor asks fora decision from the Architect as to which shall nevem. Accordingly, any conflict in or between the Contract Documents shall not be a basis for adjustment in the Contract Price. SITE VERIFICATION: The contractor shall verify all dimensions and conditions at the site. Conflicts between the draw- ings and actual site conditions shall be brought to the attention of the Architect/Engineer before proceeding with the work, ADJACENT UTILITIES; The contractor shall determine the location of all adjacent underground utilities prior to earth- work, foundations, shoring, and excavation. Any utility information shown on the drawings and details is approximate and not necessarily complete. ALTERNATES: Alternate products of similar strength, nature and form far specified items may be submitted with ade- quate technical documentation (proper test report, etc,) to the ArchitecVEngineer for review. Alternate materials that are submitted without adequate technical documentation or that significantly deviate from the design intent of materials spec- ified may be retumed without review. Alternates that require substantial effort to review will not be reviewed unless au- thorized by the Owner. DESIGN CRITERIA AND LOADS OCCUPANCY: Risk Category of Building per 2015 IBC Table 1604.5 = WIND DESIGN: MAIN WIND FORCE RESISTING SYSTEM Ultimate Design Wind Speed, Ver. (MPH) 110 Exposure Category B Internal Pressure Coefficient Cpi = N- 0.18 Topographic Factor Kzt= 1.0 Wind Analysis procedure used: Directional J 3:"- - - 2e ISOMETRIC VIEW EFFECTIVE WIND AREA (SQ. FT) PLAN VIEW a = 19'-6" 10 20 50 100 500 ZONE 1 -37.1 -35.1 -32.3 -30.2 -25.4 ZONE 2 -58.3 -55.4 -51.5 -46.6 -41.8 ZONE 3 -79.4 -75.7 -70,7 -37.0 -58.3 ZONE 4 -25.4 -25.4 -24.0 -20.0 -20.7 ZONE 5 -46.5 -46.5 -41.2 -37.2 -27.7 1) Components and Cladding Wind Pressures are based on ASCE 7-10 Chapter 30 Part 3: Buildings with h > 60 ft. 2) Components and Cladding zone locations are based on ASCE 7-10 Table 30.7-2 for Flat Roofs 0 0 0 deg. 3) For parapets around the perimeter of the roof equal to or higher than 3 ft, Zone 3 shall be treated as Zone 2. 4) All Parapet Components and Cladding Wind Pressures shall be determined through ASCE 7-10 Figure 30.7-1. SEISMIC Seismic Design Category: SDC = D DESIGN: Basic Simdurai System Bearing Wall Seismic Force Resisting System Podium = Wood = Special Reinforced Concrete Shear Walls Light Framed Wall With Wood Stm<t Panel Response Modification Factor: Podium R = Wood R= 5 6.5 System Over Strength Factor Podium Omega = Wood Omega = 2.5 3 Deflection Amplification Factor Podium Cd = Wood Cd= 4 Site Classification per IBC 1613.3.2 & ASCE 7-10, Ch. 20 Site Class = E Seismic Importance Factor per ASCE 7-10 Table 1.5-2 le = 1.0 Spectral Response Acceleration (Short Period) S, = 1A42 g Spectral Response Acceleration (1-Second Period) Sr = 0.536 g Spectral Design Response Coefficient (Short Period) Soo = 0.865 9 Spectral Design Response Coefficient (1-Second Period) So = 0.858 g Seismic response coefficient(s) Podium Cs = Wood Cs= 0.174 0.1334 Redundancy Factor (North/South Obedient N/S rho= 1.0 Redundancy Factor (East / West Direction) EIW rho= 1.0 Design Base Shear (North/South Direction) (KIPS) Podium Wood 3100 790 Design Base Shear (East/West Direction) (KIPS) Podium Wood 3100 790 Base shear governed by: seismic Seismic Analysis procedure used: Equivalent Lateral Force(ELF) SNOW LOAD: ( ) Flat Roof Snow Load, (PSF) p,= 25(2) Snow Drift Loading required by Authority Having Jurisdiction? No Snow Load Importance Factor I • = to (3) 5) Snow Load is u -reducible and includes 5 psf rain -on -snow surcharge where ground snow load is greater than zero and 20 psf or less per ASCE 7-10 Section 7.10. 6) Snow Load based on WABO/SEAW White Paper In Low -Lying Puget Sound Basin. 7) Snow Load Importance Factor per ASCE 7-10 Table 1.5-2. DESIGN LIVE AREA LIVE LOADS REMARKS & FOOT - NOTES (6) LOADS JPSF) UNO Handrails & Pedestrian Guardrails 50 PLF or 200 LB (1) Stairs & Exits 100 PSF or 300 LB Stair treads per note (2) Vehicle Barrier 60001bs Applied horizontally at both 18" and 27" above the level (3) Lobbies 100 20001bs Corridors at First Floor 100 Corridors above first Floor --- Same as occupancy served Balconies & Decks --- 1,5 times the live load for area served. Not req'd to exceed 100 psf. Parking Garage- Passenger Vehicles only 40 30001b wheel (4) Kitchens 150 Commercial Dining Rooms & Restaurants 100 Retail (Stores) - First Floor 100 1000 lb Mechanical Rooms 150 Light Storage Area 125 Roofs 20 PSF or 300 LB Area load is reducible. Point toad per note (2), See above for Snow Load Roof Decks/Gardens/Assembly 100 Live load (Reducible) is separate from land- scape materials. 1) Top rail shall be designed to resist 50 PLF line load or 200 lb point load applied in any direction at any point. Interme- diate rails (all those except the handrail), balusters and panel fi lets shall be de igned to withstand a horizontally ap- plied normal load of 50 LB on an area not to exceed 1 ft square. These three loads are to be considered separately with worst case used for design. (2) Place 300 lb concentrated load over 2"x2" area at any point to produce maximum stress. Area load and concentrat- ed load are to be considered separately with worst case used for design. (3) Need not apply concurrently with other handrail and guardrail loads; applied over not more than 1 square foot. (4) Apply concentrated wheel load over 4-1/2'k4-t/2" square area. (5) Floors for Business Group B (Offices) Occupancy shall be designed with a basic floor Live Load plus an additional 15 PSF (minimum) live loading for moveable partitions. (6) Unless otherwise noted, point loads to be distributed over a 2.5k x 2.5ft area and located to produce maximum load effects On Structural members. DESIGN DEAD BIDDER DESIGN DEAD LOADS (PSF)UNO REMARKS & FOOTNOTES LOADS Wood Tie -Down System As Noted on Shear Wall Key Plans Gyperete Topping 12 PSF 1'4 per Architect SUBMITTALS SUBMIT FOR REVIEW: SUBMITTALS of shop drawings, and product data are required for items noted in the individual materials sections and for bidder designed elements. SUBMITTAL REVIEW PERIOD: Submittals shall be made in time to provide a minimum of TWO WEEKS or 10 WORK- ING DAYS for review by the Architect/Engineer prior to the onset of fabrication. GENERAL CONTRACTOR'S PRIOR REVIEW: Prior to submission to the Architect/Engineer, the Contractor shall re- view the submittal for completeness. Dimensions and quantities are not reviewed by the SER, and therefore, must be verified by the General Contractor. Contractor shall provide any necessary dimensional details requested by the Detailer and provide the Contractor's review stamp and signature before forwarding to the Architect/Engineer. SHOP DRAWING REVIEW: Once the contractor has completed his review, the SER will review the submittal for general conformance with the design concept and the contract documents of the building and will stamp the submittal according- ly. Markings or comments shall not be construed as relieving the contractor from compliance with the project plans and specifications, nor departures there from. The SER wilt return submittals in the form they are submitted in (ether hard copy or electronic). For hard copy submittals, the contractor is responsible for submitting the required number of copies to the SER for review. SHOP DRAWING DEVIATIONS: When shop drawings (component design drawings) differ from or add to the require- ments of the structural drawings they shall be designed and stamped by the responsible SSE. DEFERRED SUBMITTALS BIDDER -DESIGNED ELEMENTS Submit "Bidder -Designed" deferred submittals to the Architect and SER for review. The deferred submittals shall also be submitted to the city for approval, if required by the city. Design of prefabricated, "bidder designed", manufactured, pre-engineered, or other fabricated products shall be comply with the following requirements: 1) Design considers tributary dead, live, wind and earthquake loads in combinations required by IBC. 2) Design within the Deflection Limits noted herein and as specified or referenced in the IBC. 3) Design shall conform to the specifications and reference standards of the goveming code. 4) Submittal shall include: a. Calculations prepared, stamped and signed by the SSE demonstrating code conformance. b. Engineered component design drawings are prepared, stamped and signed by the SSE. c. Product data, technical information and manufacturers written requirements and Agency approvals s applicable. d. SSE may submit to the ArchitecVEngineer, a request to utilize relevant altemate design criteria of similar nature and generally equivalency which is recognized by the Code and acceptable to the Au- thority Having Jurisdiction. Submit adequate documentation of design. DEFLECTION VERTICAL LIMIT LIMITS FOR SSE / BIDDER DESIGNED ELE- MENTS: Roof Members, Dead + Live or Snow or Wind, Total Load (TL) Deflection L / 240, where (L is span length,inches) Roof, Live or Snow or Wind Load (RLL) L/360 HORIZONTAL LIMIT and FOOTNOTE Members Supporting Brittle Finishes L/ 240 (1) Members Supporting Flexible Finishes L / 180 (1) Members Supporting Masonry L / 600 @ 0.7 x Cladding Wind or0.7E(1) 1) Wind Load is reducible to 0.42 times the Component and Cladding Loads per Table 1604.3 footnote f. GENERAL CONTRACTOR'S PRIOR REVIEW: Once the contractor has completed his review of the SSE component drawings, the SER will review the submittal for general conformance with the design of the building and will stamp the submittal accordingly. Review of the Specialty Structural Engineer's (SSE) shop drawings (component design drawings) is for compliance with design criteria and compatibility with the design of the primary structure and does not relieve the SSE of responsibility for that design. All necessary bracing, ties, anchorage, proprietary products shall be furnished and installed per manufacturers instructions or the SSE's design drawings and calculations. These elements include but are not limited to Steel Stairs Handrails, Guardrails and Balcony Rail Anchorages Roof Mounted Components: Sk8i9hts, hatches Mechanical, Electrical, Plumbing & Sprinkler Hanger Plans Temporary Shoring Systems Wood Hold-down Systems Reshoring for PT Slabs Rammed Aggregate Piers Bolt -on Decks INSPECTIONS, QUALITY ASSURANCE VERIFICATIONS AND TEST REQUIREMENTS INSPECTIONS: Foundations, footings, under slab systems and framing are subject to inspection by the Building Official In accordance with IBC 110.3. Contractor shall coordinate all required inspections with the Building Official. SPECIAL INSPECTIONS VERIFICATIONS and TESTS: Special Inspections, Verifications and Testing shall be done in accordance with IBC Chapter 17, the STATEMENT AND SCHEDULES OF SPECIAL INSPECTIONS on S0.03, and the AHJ STATEMENT OF SPECIAL INSPECTION STRUCTURAL OBSERVATION: per IBC Section 1704.6 Structural Observation is the visual observation of the structural system by a registered design professional for general conformance to the approved construction documents. It is not always required on a project, does not include or waive the responsibility for the special inspections and tests required by a Special Inspector per IBC Chapter 17, is not continu- ous, and does not certify conformance with the approved construction documents. CONTRACTOR RESPONSIBILITY; Prior to issuance of the building permit, the Contractor is required to provide the Au- thority Having Jurisdiction a signed, written acknowledgement of the Contractors responsibilities associated with the above Statement of Special Inspections addressing the requirements listed in IBC Section 1704.4. Contractor is referred to IBC Sections 1705.12.5 and 1705.12.6 for architectural and MEP building systems that may be subject to additional inspections (based on the buildings designated Seismic Design Category listed in the CRITERIA), including anchorage of HVAC ductwork containing hazardous materials, piping systems and mechanical units containing flammable, combus- tible or highly toxic materials, electrical equipment used for emergency or standby power, exterior wall panels and sus- pended ceiling systems. SOILS AND FOUNDATIONS REFERENCE STANDARDS: Conform to IBC Chapter 18 "Soils and Foundations." GEOTECHNICAL REPORT: Recommendations contained in Proposed Development 415 Baker Boulevard Tukwila, WA Project No. 17-120 by Pan Geo Incorporated dated May 4, 2017 were used for design. CONTRACTOR'S RESPONSIBILITIES: Contractor shall be responsible to review the Geotechnical Report and shall fol- low the recommendations specified therein including, but not limited to, subgmde preparations, pile installation proce- dures, ground water management and steep slope Best Management Practices." GEOTECHNICAL SUBGRADE INSPECTION: The Geotechnical Engineer shall inspect all sub -grades and prepared soil bearing surfaces, prior to placement of foundation reinforcing steel and concrete. Geotechnical Engineers shall provide a letter to the owner stating that soils are adequate to support the "Allowable Foundation Bearing Pressure(sT shown below. DESIGN SOIL VALUES: Safety Factor per Soils Reports__ ........................_..._.. 1.5 Allowable Foundation Bearing Pressure _._........._........... 4000 Max PSF - Improved Design Subgrade Modulus_._____......__ ................_.._... 150 PCI - Improved Passive Lateral Pressure . 350 PSF/FT Coefficient of Sliding Friction.......__ .............._.............__. 0.4 FOUNDATIONS and FOOTINGS: Foundations shall consist a mat slab bearing on improved soil per the Geotechnical Report. Exterior perimeter footings shall bear not less than 18 inches below finish grade, unless otherwise specified by the geotechnical engineer and/or the building official. FOOTING DEPTH: Tops of footings shall be as shown on plans with vertical changes as indicated with steps in the foot- ings; locations of steps shown as approximate and shall be coordinated with the civil grading plans to ensure that the exterior perimeter footings bear no less than 18 inches below finish grade, or as otherwise indicated by the geotechnical engineer or building official. CAST -IN -PLACE CONCRETE REFERENCE STANDARDS: Conform to: (1) ACI 301-10 "Specifications for Structural Concrete" (2) IBC Chapter 19 "Concrete" (3) ACI 318-14 "Building Code Requirements for Structural Concrete" (4) ACI 117-10 'Specifications for Tolerances for Concrete Construction and Materials" FIELD REFERENCE: The contractor shall keep a copy of ACI Field Reference manual, SP-15, "Standard Specifications for Structural Concrete (ACI 301) with Selected ACI and ASTM References." DRAWING LEGEND MARK DESCRIPTION MARK DESCRIPTION F20 FOOTING SYMBOL (REFER TO SPREAD FOOTING SCHEDULEI I INDICATES WIDE FLANGE COLUMN iP PILE CAP SYMBOL RREFER TO PILE CAP SCHEDULE) INDICATES HOLLOW STRUCTURAL SECTION(HSS) COLUMN OR TUBE STEEL (TS) COLUMN lO TILT-UP/PRECAST CONCRETE WALL CONNECTION SYMBOL (REFER TO CONNECTION DETAIU 0 INDICATES HOLLOW STRUCTURAL SECTION IHSS) COLUMN OR STEEL PIPE COLUMN 2W4 SHEAR WALL SYMBOL (REFER TO SHEAR WALL SCHEDULE) INDICATES WOOD POST Qi REVISION TRIANGLE • INDICATES BUNDLED STUDS ❑i TILT-UP/PRECAST CONCRETE WALL PANEL NUMBER (REFER TO TILT -UP/ PRECAST CONCRETE WALL ELEVATIONS INDICATES CONCRETE COLUMN O CMU WALL REINFORCING SYMBOL (REFERCMU WALL REINFORCING SCHEDULE) SCHDUL INDICATES PRECAST CONCRETE COLUMN CONTINUITY PLATE LENGTH (REFER TO TYPICAL DETAIL( INDICATES MOMENT FRAME CONNECTION CD.CONNECTION INDICATES DOUBLE SHEAR (REFER TO THE DOUBLE SHEAR PLATE CONNECTIONS DETAIL) 1,--CONNECTION INDICATES CANTILEVER INDICATES REINFORCING TYPE (REFER TO THE REINFORCING SCHEDULE) o- INDICATES DRAG CONNECTION OOTB (SR_) INDICATES NUMBER OF STUD RAIL REQUIRED AT COLUMN (REFER TO STUD RAIL DETAILS( r INDICATES WOOD OR STEEL STUD WALL 0ROOF/FLOOR DIAPHRAGM NAILING SYMBOL (REFER TO DIAPHRAGM NAILING SCHEDULE) INDICATES MASONRY/CMU WALL CI'INDICATES I I STEEL/CONCRETE COLUMN SYMBOL (REFER TO STEEL COLUMN SCHEDULE) CONCRETE/TILT-UP CONCRETE WALL XX0XX• [T/FTG=X'-X" ELEVATION SYMBOL IT/ REFERS TO COMPONENT THAT THE ELEVATION REFERENCES{ INDICATES WOOD OR STEEL STUD IS0000VALL SHEAR / STUD BUBBLE (INDICATES NUMBER OF STUDS REQUIRED IF EXCEEDS NUMBER SPECIFIED IN PLAN NOTE) 0---=4 INDICATES BEARING WALL BELOW STEP IN FOOTING (REFER TO TYPICAL STEP IN FOOTING DETAIL) INDICATES EXISTING WALL GI -INDICATES $- ��� DETAILS OR SECTION CUT (DETAIL NUMBER) POST -TENSION DEAD END (PLAN) SXX 00 DETAILS OR SECTION CUT IN PLAN MEW(DETAIL NUMBER/SHEET NUMBER( POST-TENS/ON STRESSING END (PLAN) s_/ 50.0 �� INDICATES LOCATION OF CONCRETE WALLS, SHEAR WALLS OR BRACED 3 1 4 POST -TENSION PROFILE (PLAN) (IN INCHES) �---0-" F FRAME ELEVATIONS SPAN INDICATOR (INDICATES EXTENTS OF FRAMING MEMBERS OR OTHER STRUCTURAL COMPONENTS) INTERMEDIATE STRESSING (PLAN) 7 4 p f INDICATES DIRECTION OF DECK SPAN ..,---• ABBREVIATIONS L Angle EXT Exterior PSF Pounds per Square AB Anchor Bolt FD Floor Drain Foot ADDL Additional FDN Foundation PSI Pounds Per Square ADH Adhesive FIN Finish Inch ALT Alternate FLIT Floor PSL Parallel Strand ARCH Architectural FRP Fiberglass Relnforcad Plastic Lumber B or HOT Bottom FRT Fire Retardant Treated ET Post -Tensioned B/ Bottom Of FTG Footing PT Pressure Treated BLDG Building F/ Face of R Radius BLKG Bbcking GA Gage RD Roof Drain BMU Brick Masonry Unit GALV Galvanized REF Refer/Reference BE Baseplate GEOTECH Geotechnical REINF Reinforcing BRBF Buckling Restrained GL Glue Laminated Timber REM Required Braced Frame GWB Gypsum Wall Board RET Retaining BRG Bearing HDR Header SCBF Special Concentric B0WN Between HF Hem -Fir Braced Frame C Camber HGR Hanger SCHED Schedule CL Centerline HD Hold-down SFRS Seismic Force- CLT Cross -Laminated HORIZ Horizontal Resisting System Timber HP High Point SHTHG Sheathing CB Castellated Beam HSS=TS (Hollow Structural Section) SIM Similar CIP Cast in Place IBC International Building SMF Special Moment CJ Construction or Code Frame Control Joint ID Inside Diameter SOG Slab on Grade CJP Complete Joint IE Invert Elevation SP Southern Pine Pendration IF Inside Face SPEC Specification CLR Clear INT Interior SO Square CLG Ceiling k Kips SR Studrail CMU Concrete Masonry KSF Kips Per Square Foot SF Square Foot Unit LE Lineal Foot SST Stainless Steel COL Column LL Live Load STAGG Stagger/Staggered CONC Concrete LLH Long Leg Horizontal STD Standard CONN Connection LLV Long Leg Vertical STIFF Stiffener CONST Construction LP Low Point STL Steel CONT Continuous LONGIT Longitudinal STRUCT Structural C'SINK Countersink LSL Laminated Strand Lumber SW WJ Solid Web Wood CTRD Centered LVL Laminated Veneer Lumber Joist DIA Diameter MAS Masonry SYM Symmetrical DB Drop Beam MAX Maximum T Top DBA Deformed Bar Anchor MECH Mechanical T/ Top Of DBL Double MEZZ Mezzanine T&B Top &Bottom DEMO Demolish MFR Manufacturer TC AX LD Tap Chord Axial Load DEV Development MIN Minimum TCX Top Chord Extension DF Douglas Fir MISC Miscellaneous TDS Tie Down System DIAL Diagonal NIC Not In Contract T&G Tongue & Groove DIST Distributed NLT Nail -Laminated THKND Thickened DL Dead Load Timber THRD Threaded DN Down NTS Not To Scale THRD Through DO Ditto OC On Center TRANSV Transverse DP Depth/Deep OCBF Ordinary Concentric Braced TYP Typical DWG Drawing Frame UBC Uniform Building (E) Existing OD Outside Diameter Code EA Each OF Outside Face UNO Unless Naed EF Each Face OPNG Opening Otherwise EL Elevation OPP Opposite URM Unreinforced ELEC Electrical OWSJ Open Web Steel Joist Masonry Unit ELEV Elevator OWWJ Open Web Wood Joist VERT Vertical EMBED Embedment PL Plate W Wide EC Equal PAF Powder Actuated Fastener W/ With EQUIP Equipment PC Precast W/O Without EW Each Way PEP Perpendicular WHS Welded Headed Stud EXP Expansion PLWO Plywood WP Working Point EXP JT Expansion Joint PP Partial Penetration WWF Welded Wire Fabric PREFAB Prefabricated z Plus or Minus APPROVED APR 0 3 201E U, pINGDIV141F"1 REVIEWED This pion was to wed for grater l conf with ace following, to emended by the jurisdiction: num. Provisions of the International Burbling Cade 5Suuoturol Prorisimlz of9de,lmematimblBuilding Code Q axw: The at applicant Assw oreibk der soN pooeo with all applicableo le onrequirements and ini 0.uud00thes of Rautheiord of the rz pomis review ihnity vc Memuplete Ides Engineers rdanm *Mc lan: of the gown' fnot or wN the tee of waMingon Jurisdiction C1'ry Otc Ti31001.1A er SASINp} SU PAL.+A Date I/ZL11A REID MIDDI.GTON, INC. Code Review Consultant ARCHITECTURE URBANIFIU0AL 1938 Fairview Avenue East SUM 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license "� 0'venr3 0 7R 707W end Aue Spokane, Washington 99201 P:(509)455-4448 wwiveci-engineers.com CIVIL/e'r UC-r t..i 8 cnoywhtta project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 RED MIiDDLE T Oi!, EC. submittals/revisions BUILDING PERMIT SET 0,31.17 FOUNDATION ONLY PE 2,06,1 STRUCTURALRESUBMITTAL STRUCTURAL RESUBMRTAL 2.18.17 0,18 drawing title GENERAL NOTES drawing infomlatio DATE 12.08.17 CALE 12' DRA' BSD CONCRETE MIXTURES: Conform to ACI 301 Section 4 °Concrete Mixtures" and IBC Section 1904.1. CORROSION INHIBITING COATING: Conform to PTI Specification Sec, 2,4 "P-T Coating." FOR PERMIT These drawings are sufficiently complete for submission tote jurisdiction having es8s ityt°, permit The Contractor shag not use these drawings for construction until Contractor receives written approval toruse'in construction bythe jurisdiction hevino thm9 and M.N.., MATERIALS: Conform to ACI 301 Section 4.2.1 "Materials" for requirements for cementitious materials, aggregates, mix- ing water and admixtures. SUBMITTALS: Provide all submittals required by ACI 301 Section 4.1,2. Submit mix designs for each mix in the table below. Substantiating strength results from past tests shall not be older than 24 months per ACI 318 Section 26.4.3.1 (b). TABLE OF MIX DESIGN REQUIREMENTS Member Type/Location Strength Pc{psi) Test Age (days) Nominal Maximum Aggregate Exposure Gass Max WIC Ratio Air Con- tent Notes (1 to 8 Typical UNO) Mat Foundations 5000 28 Exterior Slabs on Grade & Sidewalks 3000 28 1" - 0.45 5% Mild Reinforced Beams & Slabs 5000 28 I" - 0.45 - 9 PT Beams and Slabs 6009 3000 28 stressing %" Cl 0.45 5% 9 PT Parking Beams & Slabs 5000 3000 28 stressing Cl 0.40 5% 9 Mild Reinforced Parking Beams & Slabs 5000 28 '/." Cl 0.40 5% 9 Shear Walls 4500 56 '/." - - - - Exposed Shear Walls 4500 28 '/." F2 0.45 6% - Misc Interior Building Walls 4000 28 Stem Walls & Curbs 4000 28- ExteriorStemWalls& rb 4000 28 1" Ft 0.45 6% Columns 5000 56 .ri" - - - Table of Mu Design Requirements Notes: A (1) W/C Ratio: Water-cementitious material ratios shall be based on the total weight of cementitious materials. Maxi- m ratios are controlled by strength noted in the Table of Mix Design Requirements and durability requirements given in ACI 318 Section 19.3. (2) Cementittous Materials: a. The use of fly ash, other pozzolans, silica fume, or slag shall conform to ACI 318 Sections 19.3.2 and 26.4.2.2. Maximum amount of fly ash shall be 25% of total cementitious content unless reviewed and ap- proved otherwise by SER. b. For concrete used in elevated floors, minimum cementitious-materials content shall conform to ACI 301 Ta- ble 4.2.2.1. Acoeptance of lower cement content is contingent on providing supporting data to the SER for review and acceptance. c. Cem ntitious materials shall conform to the relevant ASTM standards listed in ACI 318 Section 26,4.1.1.1(a). (3) Air Content: Conform to ACI 318 Section 19.3.3.1. Minimum standards for exposure class are noted in the table. If freezing and thawing class is not noted, air content given is that required by the SER. Tolerance Is ±t-''/,%. Air content shall be measured at point of placement. (4) Aggregates shall conform to ASTM C33. (5) Slump: Conform to AC1 301 Section 4.2.2.2. Slump shall be determined at point of placement. (6) Chloride Content: Conform to AC1318 Table 19.3.2.1. (7) Non- chloride accelerator: Non -chloride accelerating admixture may be used in concrete placed et ambient temper- atures below 50"F at the contractors option. (8) AC1318, Section 19.3.1.1 exposure classes shall be assumed to be F0, S0, P0, and CO unless different exposure classes are listed in the Table of Mix Design Requirements that modify these base requirements. (9) Shrinkage Limit: Concrete used in elevated stabs and beams shalt have a shrinkage limit of 0.045% at 28 days measured in accordance with ASTM C157, Submit laboratory test results to SER for approval prior to construc- tion. FORMWORK & RESHORING: Conform to ACI 301 Section 2 "Formwork and Form Accessories." Removal of Forms shall conform to Section 2.3.2 except strength indicated in Section 2.3,2.5 shall be 0.75 f c. Reshodng shall conform to Section 2.3,3. In addition, mild reinforced (non post -tensioned) slabs shall be continuously reshored for a minimum of 14 days following placement of concrete or7 days after concrete has reached 0.75 fc, whichever is longer. Contractor shall submit formwork removal and reshore installation procedure and drawings as applicable sealed by a professional engi- neer licensed in the state where the project is located for the SER's information, MEASURING, MIXING, AND DELIVERY: Conform to AC1301 Section 4.3. HANDLING PLACING CONSTRUCTING AND CURING: Conform to ACI 301 Section 5. In addition, hot weather con- creting shall conform to ACI 305R-10 and cold weather concreting shaft conform to ACI 306R-10, CONSTRUCTION JOINTS: Conform to ACI 301 Sections. 2.2.2.5, 5.2.2.1 and 5.3.2.6. Construction joints shall be locat- ed and detailed as on the construction drawings. Submit eltemate locations per ACI 301 Section 5.1.2.3a for review and approval by the SER two weeks minimum prior to forming. Use of an acceptable adhesive, surface retardant, portland cement grout or roughening the surface is not required unless specifically noted on the drawings. EMBEDDED ITEMS: Position and secure in place expansion joint material, anchors and other structural and non- structural embedded items before placing concrete. Contractor shall refer to mechanical, elec.cek plumbing and archi- tecture; drawings and coordinate other embedded items. GROUT: Use 7000 psi non -shrink grout under column base plates. GROUTED REBAR: See Post -Installed Anchors to Concrete. POST -INSTALLED ANCHORS to CONCRETE: Anchor location, type, diameter and embedment shall be es indicated on drawings. Reference the POST INSTALLED ANCHORS section for applicable Post -Installed Anchor Adhesives. An- chors shall be installed and inspected In strict accordance with the applicable ICC-Evaluation Service Report (ESR). Special inspection shall be per the TESTS and INSPECTIONS section. TOPPING SLABS: Conform to ACI 301 and the recommendations of AC1302.1R-15 "Guide for Concrete Floor and Slab Construction" for Class 3 (unbonded topping floors. BONDING AGENT: Use MaslerEmaco ADH 326. Apply in accordance with manufacturer's instructions. JOINT COMPOUND: Provide add resistant silicone caulk where noted on the drawings. Submit product data for review. SHRINKAGE: Conventional and post -tensioned concrete slabs will continue to shrink after initial placement and stressing of concrete. Contractor and subcontractor shall coordinate jointing and interior material finishes to provide adequate tol- erance for expected structural frame shrinkage and shall include, but not be limited to: curtain wall, dryvit, storefront, sky- light, floor finish, and ceiling suppliers. Contact Engineer for expected range of shrinkage. FLOOR FINISHES: The contractor must provide and correctly install an isolation membrane and properly detailed expan- sion joints to help minimize cracking of finishes with cementitious setting beds or finish properties (tile, stone, terrazzo, concrete topping, etc). The expansion joints shall be sized for an expected shortening movement of 0,01 inches per foot. CLADDING CONNECTIONS and SLAB SHORTENING: At the time of installation, the cladding connection design shall accommodate a typical future vertical movement at each floor of % inch or U600, whichever is greater, due to variable live loading and creep. This displacement will occur el the free end of cantilever beams and at midspan of edge slabs and beams. At the time of installation, the cladding connections shall accommodate shortening of the slab edge inwards due to shrinkage and post -tensioning. Calculation of the amount of shortening is the responsibility of the design / construction team as a whole and shall be agreed upon in a preconstruction meeting. The connections shall also accommodate typi- cal slab edge construction tolerance both inward and outward. The amount of tolerance shall be defined by the general contractor and agreed to by the cladding designer and formwork subcontractor prior to the design of the connections. The cladding shall be installed to the proper design plan tocation.] CONCRETE CRACK REPAIR AND MAINTENANCE PROGRAM: Concrete shrinks and continues to shrink for up to two years after construction and as a result, cracking will typically occur. These cracks do not typically impair the integrity of the structure. However, DCI recommends a one-time crack repair and maintenance program be implemented for those stabs exposed to water or chemicals. The maintenance program shall consist of: • Inspect slabs and supporting members two years after construction • Determine cracks in the structure to be repaired • Repair cracks The total length of cracking can be estimated at 0.009 feet of cracks per square feet of slab area. The owner should re- serve funds for this one time maintenance program, which is to take place two years after the completion of construction. Even though cracking is normal and most often not structurally significant, when cracking occurs during oonsimction the contractor shall contact the Architect/Engineer for review. The contractor should budget 0.004 ft of epoxy injected crack repair per square foot of slab, STRENGTH TESTING AND ACCEPTANCE: Testing: Obtain samples and conduct tests in accordance with ACI 301 Section 1.6.3,2. Additional samples may be required to obtain concrete strengths at alternate intervals than shown below, Cure 6 cylinders for 28-day test age post -tensioned concrete. Test 2 cylinders at or 3 days for post -tensioned crate only, test 1 cylinder at days, test 2 cylinders at 28 days, and hold 1 cylinder in reserve for use as the Engineer directs. After 56 days, unless notified by the Engineer to the contrary, the reserve cylinder may be discarded without being tested for specimens meeting 28-day strength requirements. The number of cylinders indicated above reference 6 by 12 in cylinders. If 4 by 8 in cylinders are to be used, additional cylinders must be cured for testing of 3 cylinders at test age per the table of mix design require- ments. Acceptance. Strength is satisfactory when: (1) The averages of all sets of 3 consecutive tests equal or exceed the spnlfied strength. (2) No individual test falls below the specified strength by more than 500 psi. A "test" for acceptance is the average strength of two 6 by 12 in. cylinders or three 4 by 8 in. cylinders tested at the specified test age. CONCRETE PLACEMENT TOLERANCE: Conform to ACI 117-10 for concrete placement tolerance. FLOOR FLATNESS and FLOOR LEVELNESS: Minimum values of flatness, F(F) 30; and of levelness, F(L) 20; with mini - um 10ca1 values of flatness, F(F) 24; and of levelness, F(L) 15; for slabs -on -grade are required. Overall minimum vat- s of flatness, F(F) 30; with minimum local values of flatness, F(F) 24; for suspended slabs are required. Concrete slabs that will receive wood flooring shall have a minimum F(F) 35. The preceding values are minimums unless specifica- tions require higher values. Measured values shall be in accordance with ACI 117. OVER -FRAMING t STRUCTURAL FOAM FILL! RIGID INSULATION FOAM FILL: Structural foam fill / rigid insulation as shown on the drawings shall be InsulFoam GF, by InsulFoam LLC Engineered EPS, Type ASTM D6817, or approved equal. Provide in locations and thicknesses indicated on plans. Mini - um Required Foam Properties are: Foam Type, InsulFoam EPS19; Density, 1.15 pcf; Compressive Resistance, 5.8 psi (at 1% deformation), 13,1 psi (at 5% deformation), and 16,0 psi (al 10% deformation). CONCRETE REINFORCEMENT REFERENCE STANDARDS: Conform to: (1) ACI 301-10 "Standard Specifications for Structural Concrete", Section 3 "Reinforcement and Reinforcement Sup - pods." (2) ACI SP-66(04) "ACI Detailing Manual" (3) CRSI MSP-09, 28'M1 Edition, "Manual of Standard Practice." (4) ANSI/AWS D1.4: 2005, "Structural Welding Cade - Reinforcing Steel." (5) IBC Chapter 19-Concrete. (6) ACI 318-14 "Building Code Requirements for Structural Concrete." (7) ACI 117-10 "Specifications for Tolerances for Concrete Construction and Materials" SUBMITTALS: Conform to AC1 301 Section 3.1.1 "Submittals." Submit placing drawings showing fabrication dimensio and placement locations of reinforcement and reinforcement supports. MATERIALS: Reinforcing Bars........_......... _..._...__. ASTM A615, Grade 60, deformed bars. ASTM A706, Grade 60, deformed bars. Smooth Welded Wire Fabric............_..ASTM A185 Deformed Welded Wire Fabric.............ASTM A497 Bar Supports..................._......__..._....CRSI MSP-09, Chapter 3 "Bar Supports." Tie Wire., ....16 gage or heavier, black annealed. EARTHQUAKE REQUIREMENTS: Longitudinal Bars in ductile frames and shear walls and ooupling beams of shear walls shall conform to ASTM A706, Grade 60 or shall canton, to the following requirements: (1) Welding: Welding is not permitted except as specified in the drawings. Weld in accordance with AWS D1,4. (2) Mill Tests: Submit mill certificates Indicating physical and chemical properties. (3) Yield Strength: Actual yield strength, based on mill tests, does not exceed the specified yield strength by more than 18,000 psi, (Retests shall not exceed this value by more Man an additional 3000 psi.) (4) Ultimate Strength: The ratio of the actual tensile strength to the actual yield strength is not less than 1,25,] FABRICATION: Conform to ACI 301, Section 3.2.2. 'Fabrication", and ACI SP-66 "ACI Detailing Manual." WELDING: Bars shall not be welded unless authorized. When authorized, conform to ACI 301, Section 3.2.2.2. 'Welding", AWS 01.4, and provide ASTM A706, grade 60 reinforcement. PLACING: Conform to ACI 301, Section 3.3,2 "Placing." Placing tolerances shall conform to ACI 117. CONCRETE COVER: Conform to the following ooer requirements unless noted otherwise in the drawings. Concrete cast against earth......................3" Connweather Concrete exposed to earth or weatheher._..............2" Ties in columns and beams.................................1-'/:" Bars in walls .._ .............................................._.... a/," Elevated PT Slab Top Reinforcing %" Elevated PT Slab Bottom Reinforcing 2 3/8° Beams and Drop Bands 2-3/8" to ties Uncoated Uncoated Uncoated SPLICES: Conform to AC1 301, Section 3.3.2.7, "Splices", Refer to 'Typical Lap Splice and Development Length Sched- ule" for typical reinforcement splices. "Shear Wall Reinforcing Splice Schedule" for those specific elements. Splices ind4 ceted on individual sheets shall control over the schedule. Mechanical connections may be used when approved by the SER. For reinforcing within the lateral system (shear walls, moment frames) and reinforcing connecting the diaphragm slab to the lateral system, mechanical splice strength is increased to develop 125 percent of the specified tensile strength of the splices bar. STUDRAILS: Where studraiis are indicated on the drawings the following systems are acceptable. Studrails (also re- ferred to as punching shear resistor rails) shall conform to ASTM At044 and be fabriceted and installed in strict accord- ance with the applicable ICC-ESR report and manufacturers instructions, using chairs provided by the manufacturer to position rails at the proper height. Submit current manufacturers data and ICC ESR report of alternate systems to SER for approval. 1. Decor "Studrails" - ICC ESR-2494 2, Jobsite Stud Welding Punching Shear Resistor Shear Rail Assemblies - ICC ESR-3264 3. Conn Companies Headed Shear Stud (PSR) Reinforcement Assemblies - ICC ESR-3317 & 3619 FIELD BENDING: Conform to ACI 301 Section 3.3.2.8. "Field Bending or Straightening" Bar sizes #3 through #5 may be field bent cold the first time. Subsequent bends and other bar sizes require preheating. Do not twist bars. Bars shall not be bent past 45 degrees. TYPICAL CONCRETE REINFORCEMENT: Unless noted on the plans, concrete walls shall have the following minimum reinforcement. Contractor shall confirm minimum reinforcement of walls with SER prior to rebar fabrication. POST -TENSIONED CONCRETE REFERENCE STANDARDS: (1) ACI 301-10 "Specifications for Structural Concrete, Sec. 9 "Prestressed Concrete." (2) ACI 423.7-14 °Specification for Unbonded Single Strand Tendon Materials" (3) PTI "Specification for Unbonded Single Strand Tendons", 2n° Edition (2000) (hereafter designated "PTI Specifica- tion"). SUBMITTALS' Conform to ACI 301 Sec 3,1,1 "Submittals, Data, and Drawings." Submit the following items for review: (1) Coordination Drawings: Submit drawings showing size and location of all slab penetrations, biockouts, conduit, embeds and other items which may affect tendon placement. (2) Shop Drawings. Submit shop drawings in accordance with ACI 301 Sec. 9.1.2.1 "Drawings." Include the following information: tendon support heights and chair sizes; location and profile of tendons throughout their length; size, location, details. materials and stress grade (where applicable) of tendons and accessories. including anchorages, stressing pockets, and couplers; jack clearances; jacking procedures; stressing sequence; initial tensioning forces, tendon elongation; details of reinforcing steel to prevent bursting and spatting; tendon trimming procedures and details or capping procedure; duct properties including size, material, thickness and support spacing. PT shop drawings shall be stamped by a structural engineer registered in the Slate of Washington. (3) Stressing Records: Conform to PTI Specification Sec.1,5.7 "Stressing Records." Submit for review. The special inspector shall complete all stressing records, (4) Mill Test Reports: Conform to PTI Specification Sec. 1.5.1. Provide certified mill test reports for each ooil or pack of strand. Contractor shall keep reports on file for duration of project. (5) Anchorages and Couplers: Conform to PTI Specification Sec. 1.5,2. Contractor to keep reports on file for the du- ration of the project, (6) Sheathing and P-T Coating: Conform to PTI Specification Sec. 1,5.3 and 1.5.4. Contractor to keep reports on file for the duration of the project, (7) Calculations: Submit calculations prepared by a SSE indicating: the force provided, the specified prestressing loss- es, the final working stresses and the stressing sequence. The design shown in the drawings is based on a final effective force in each tendon of 26.8 kips. POST -TENSIONING MATERIALS: (1) Strand: ASTM A416, Grade 270, 'h" diameter, low relaxation type. Conform to PTI Specification Sec. 2.1 "Prestressing Steel." Slmnds shall originate from a PTI certified plant. (2) Sheathing: Conform to PTI Specification Sec. 2.3 "Sheathing," including section 2.3.5 "Aggressive Environments" (3) Anchorages & Couplers: Conform to PTI Specification. Sec. 2.2 "Anchorages and Couplers", including Sec, 2.2.6 "Anchorages and Couplers in Aggressive Environments" Provide grease caps for all anchorages at ail stressing ends. Tendon anchorages and couplings shall be designed to develop static and dynamic strength requirements of Section 2.2.1.1 and Section 2.2.1.2. Castings shall be nonporous and free of sand, blow holes, voids, and other defects. Provision shall be made for plastic cap to fit tightly and seal bared end on stressing side of anchor. Bear- ing side of anchor casting shall have provision for plastic sleeve, which shall prevent moisture leaks into anchor casting or tendon sheathing. For wedge type anchorages, wedge grippers shall be designed to precluded prema- ture failure of prestressing steel due to notch or pinching effects under static and dynamic test bad conditions per Section 2.2.3, for low relaxation prestressing steel materials. Component parts from different manufacturers shall not be used without substantiating test data. (4) Repair Tape: Conform to PTI Specification Section 3.2.5. (5) Anchor Cap: Greece caps and clear/translucent greased trumpets (or the zero void system by General Technolo gies Incorporated (GTI) or approved equivalent) at the P-T anchors shall be used to provide watertight connections between the P-T sheathing and anchors. (a) Stressing End: Plastic cap shall fit tightly, covering stressing end of barrel and wedges, and shall be fitted with sealing device. Cap shall allow minimum 1-'/." protrusion of strand beyond wedges. (b) Intermediate Stressing Ends: Plastic cap similar to above shall be used with exception that cap shall be open to allow passage of strand with minimum'/." chimney extension of cap. (c) Coaling Material: Wedge area and plastic cap shall be completely filled with same grease used along length of strand. (6) Sleeve and Grommet: A grease filled plastic sleeve shall be used on bearing side of anchor casting which will pre- vent moisture leaks into anchor casting or tendon sheathing. Plastic sleeve shall be minimum 10" long. A grommet shall be used at stressing ends, split grommet at intermediate stressing points, to prevent moisture leaks into an- chor casting or tendon sheathing, OTHER MATERIALS: Conform to notes for CAST -IN -PLACE CONCRETE and CONCRETE REINFORCEMENT sec- tions, except all admixtures shall be chloride free unless approved by the Engineer. PRE -CONSTRUCTION MEETING: The contractor shall arrange a pre -construction meeting. The contractor, structural engineer -of -record, subcontractors involved with the post -tensioning work, representatives of the AHJ and representa- tives of the special inspection agency shall attend this meeting. HANDLING STORAGE SHIPPING: Conform to PTI 500090ation Sec. 1.6.2 and 1.7. INSTALLATION REQUIREMENTS: Conform to PTI Specification Sec.3.2 "Tendon Installation." (1) DRAPES: Place tendons parabolic between supports and conform to controlling points shown on the drawings unless noted. Dimensions shown on drawings locate the Center of Gravity (e.g.) of the tendon from the bottom of the slab or beam. Low points are at mid -span unless noted otherwise. (2) SUPPORTS: Tendons shall be firmly supported at intervals not to exceed 4 ft. to prevent displacement during plac- ing of concrete. (3) TENDON BUNDLES: Twisting or entwining of individual strands within the bundle is not permitted. (4) TOLERANCES: Vertical deviations in tendon location shall not exceed the following nor maximum cover deviations per ACI 117: a. t 1/4" for member thickness less than 8" b. 0 3/8" for member dimensions from 8" to 24" c. 01/2" for member dimensions more than 24" SHEATHING REPAIR: Conform to PTI Specification Sec, 3.2.5 "Sheathing Inspection." (1) Restore tendon grease coating in damaged area and 2 inches beyond each end of damage. (2) Place piece of longitudinally split tubing around greased tendon. Split tubing overlap shall be on opposite side of sheathing tear, Length of split tubing shall extend past damaged area 3 inches at each end. Alternatively, use two pieces of overlapping silt sheathing. Align slits on opposite sides of tendon from each other. (3) Tape entire length of repaired area, spirally wrapping tape around repair to provide at least two layers of tape. Tap- ing shall overlap repaired area by 3 inches at each end. Before taping, repair area shall be dry and free of grease. CONCRETE PLACEMENT: Conform to PTI Specification Sec. 3.3. TENDON STRESSING: Conform to PTI Specification Sec. 3.4 'Tendon Stressing." SCHEDULE: Stressing shall be performed within 96 hours of concrete placement unless approved by the Engineer. SEQUENCE: Stress temperature tendons first, followed by uniformly distributed tendons, additional slab tendons, and then beam or banded tendons, SHORING: Shoring shall remain in place until tendons are stressed. Shoring at closure strips and pour strips shall re- main in place until concrete placed in closure strip has attained design strength, unless noted otherwise on plan. RESHORING: When reshoring is required, reference "DEFERRED SUBMITTALS" above in these notes. CONCRETE STRENGTH: Compressive strength of the slab shall be not less than 3000 psi at time of stressing as deter- mined by a testing laboratory. STRESSING JACKS: Conform to PTI Specification Sec. 3.4.1.3 "Stressing Jacks" and Sec 3,4.2 "Jack Calibration." Pro- vide calibration certificates with each jack. Contractor shall keep certificates on file for duration of project. ELONGATIONS: Conform to PTI Specification Sec. 3.4.3 "Elongation Measurements." Measured elongations shall agree with calculated values within ±7%. Discrepancies exceeding 7% shall be resolved with the Engineer prior to cutting and capping the tendons, TENDON FORCES: Forces during and after stressing shall meet the following criteria: Maximum Force at Jacking,.,__...,..,33.0 KIPS Maximum Force at Anchoring.._......28.9 KIPS Minimum Final Effective Force._...... 26.8 KIPS TENDON FINISHING: Conform to PTI Specification Sec, 3.5 "Tendon Finishing." Finishing shall be completed within 3 days of acceptance of stressing records. CUTTING APPROVAL: Excess strand shall not be cut without approval of the Engineer. Transmit complete stressing reports to DCI as soon as possible after stressing has been completed. DCI will promptly review and indicate if cutting of tendons is acceptable. If all tendons are within tolerance, the contractor may cut excess strand at their own risk before DCI approval is received, Basic elongation tolerance is t7% from calculated. Out of tolerance tendons wilt be approved by the FOR on a case by case basis, CUTTING: Conform to PTI Specification Sec. 3.5.1 "General." Tendons may be cut by means of oxyacetylene torch, abrasive wheel or hydraulic shears. When using oxyacetylene cutting do not direct flame toward wedges. Strand length protruding beyond the wedges after cutting shall be between''/" and a/.", COATING & CAPPING: Conform to PTI Specification Sec. 3.5.2 "Aggressive Environments.' install the grease -filled plastic caps as soon as possible. STRESSING POCKETS: Conform to PTI Spec. Sec. 3.5 3 "Stressing Pockets." (1) Preparation: Clean the inside surfaces of the pocket to remove laitance and grease. Coat inside surfaces with a resin bonding agent after cleaning at the oontractor s discretion. (2) Eft: Fill pockets with non-metallic non -shrink grout. Grout shall not contain chlorides or other chemicals deleteri- ous to the prestressing steel. EMBEDS AND FASTENERS: Embeds and inserts for support of all non-structural elements, mechanical and other equipment shall be cast into the slab. Drilled or powder'driven fasteners will not be permitted except as noted below. Immediately before concrete is placed, the position of tendons shall be marked on the forms with a material which leaves a physical impression on the underside of the stab. Congested areas shall beentirely marked off. Contractor's proposed method of marking tendons shall be submitted and reviewed by the SER and architect before Starting construction, Note: there may be areas where marking of the slab is not allowed for architectural and or concrete cover reasons. Drilled -in concrete anchors and powder -driven fasteners shall be placed a minimum distance equal to the slab thickness away from marked tendon )nations. No anchors or fasteners shall be placed within a distance of five times the slab thickness from the face of any column. Exception: Powder -driven fasteners with 5/8-inch maximum embedment may be installed at any locution on the slab. No reinforcing steel, concrete, or post -tensioning tendons shalt be damaged by an- chors or fasteners. BRICK VENEER REFERENCE STANDARDS: Conform to: 1) IBC Chapter 14 "Exterior Walls." 2) TMS 402-13/ACI 530-13/ASCE 5-13 "Building Code Requirements for Masonry Structures.", Chapter 12 "Veneer' Herein referenced as MSJC. 3) TMS 602-13/ACI 530,1-13/ASCE 6-13 "Specification for Masonry Structures" Herein referenced as MSJC.1. SUBMITTALS: Submit product specific information on anchor size, type and capacities with corresponding ICC-ESR reports regarding wire ties, sheet metal connector pieces, screws, and expansion anchors to the Architect/Engineer for MATERIALS: 1) BRICK VENEER: Conform to ASTM C216 "Standard Specification for Facing Brick (Solid Masonry Units Made from Clay or Shale)", Grade MW. 2) Mortar: Conform to ASTM C270, Type S, and IBC Section 2103,2 "Mortar." 3) JOINT REINFORCING: Conforms to ASTM A951 "Standard Specification for Steel Wire for Masonry Joint Rein- forcement". All joint reinforcing shall be hot dip galvanized, 4) ANCHORS: Anchor ties shall be the Hohmann & Barnard seismic anchors. Anchor ties shall be adjustable two- piece anchors made of 14 gage or 12 gage galvanized metal and/or W2.8 (3/16" diameter) galvanized wire that shall be engineered to attach: • to the face of Masonry or concrete with a %" expansion bolt or screw anchor for concrete or masonry embed- ded 2" minimum into the concrete or masonry. • to steel stud with two #12 (0.209" diameter) screws per anchor. • to wood stud with two #9 (0.177' diameter) screws per anchor embedded at least 1 ''/." into the wood stud. • se or at channel slot anchor assemblies with a 305 Dovetail Anchor Slot embedded In the concrete and a 303 SV Seismic Notch Dovetail Anchor. All parts of the veneer anchorage system shall be fabricated of similar metals with similar coatings to reduce the possibil- ity of galvanic corrosion occurring. Brick veneer in Seismic Design Category A B, and C and all brick veneer not laid in a running bond pattern shall have continuous joint reinforcing of W t.7 (0.148" diameter) wires at a maximum vertical spacing of 20"oc. Lap wires 10. at splices. Brick veneer in Seismic Design Category D, E and F and all brick veneer not laid in a running bond pattem shall have continuous joint reinforcing of W 1.7 (0.148" diameter) wires at a maximum vertical spacing of 16"oc. Lap wires 10" at splices. Pinlle anchors shall have at least two pintle legs of wire size W2.8 (3/16° diameter) each and shall have an offset not ex- ceeding''A" from the horizontal plane of the plate anchored to the structure. Anchors in Seismic Design Category 0, E and F shall have a positive mechanical connection to the continuous wire joint reinforcing in the veneer. Both wire and sheet -metal anchors shall extend into the veneer a minimum of 1''/:" and shall have a minimum of 5/8" mortar cover on the outside face. All anchors shall adjust t-'/." up or down to allow for different course heights and shall allow at least %" horizontal in - plane and''/d vertical in -plane movement to accommodate expansion, contraction, shrinkage and other movement. Coordinate expansion joint locations with the architect prior to erection. Typically, expansion joints should be installed at 24" from comers on one side of the corner, at intersecting walls, at changes in wall height, at changes in wall thickness and at 20' maximum on center. CONSTRUCTION OVER STUDS: When applied over wood or metal stud oonstrucbon, the studs shall be spaced a maxi- sm of 16 inches on centers and approved paper shall first be applied over the sheathing or wires between studs except otherwise provided in IBC Sections 1402-1405, An air space of at least 1-2 inch should be maintained between the backing and the veneer. The air space must be kept free and clear of debris and mortar droppings. BRICK PANELS: The panel manufacturer is responsible for the design of the panels and their connection to the primary structure. Edge beams have been designed for vertical load only. The panel manufacturer shall provide braces and ties to account for load eccentricities and lateral forces. The maximum vertical load and location of the bearing points is not- ed on the drawings. Brick panel shop drawings shall indicate the magnitude and location of all loads imposed onto the primary structure. The panel manufacturer en tracer shall be responsible for verifying that panel bracing or ties are at- tached to the primary structure in such a ma nor that their forces do not cause any distress to the primary structure. Where necessary, additional structural eleme Is shall be provided by the panel manufacturer to safely distribute the loads to the anchors. POST -INSTALLED ANCHORS (INTO CONCRETE AND MASONRY) REFERENCE STANDARDS: Conform to: 1) IBC Chapter 19 "Concrete" 2) AC1318-11 "Building Cade Requirements for Structural Concrete" 3) IBC Chapter 21 'Masonry" 4) ACI 530-11IASCE 5-11/rMS402-11 "Building Code Requirements for Masonry Structures" POST -INSTALLED ANCHORS: Install only where specifically shown in the details or allowed by SER. All post -installed anchors types and locations shall be approved by the SER and shall have a current ICC-Evaluation Service Report that provides relevant design values necessary to validate the available strength exceeds the required strength. Submit cur- rent manufacturer's data and ICC ESR report to SER for approval regardless of whether or not it is a pre -approved an- chor, Anchors shall be installed in strict accordance to ICC-ESR and the manufacturers printed installation instructions (MPII) in conjunction with edge distance, spacing and embedment depth as indicated on the drawings. The contractor shall arrange fora manufacturer's field representative to provide installation training for all products to be used, prior to the commencement of work. Only trained installer shall perform post installed anchor installation. A record of training shall be kept on site and be made available to the SER as requested. Adhesive anchors installed in horizontally or up- wardly inclined orientation shall be performed by a certified adhesive anchor installer WI) as certified through ACl/ CRSI or approved equivalent, Proof of certain certification shall be submitted to the engineer for approval prior to com- ment of installation, No reinforoing bars shall be damaged during installation of post -installed anchors. Special inspection shall be per the TESTS and INSPECTIONS section. Anchor type, diameter and embedment shall be as indi- cated on drawings. 1. ADHESIVE ANCHORS: The following Adhesive -type anchoring systems have been used in the design and shall be used for anchorage to CONCRETE as applicable and in accordance with corresponding curent ICC ESR report. Reference the .responding ICC ESR report for required minimum age of concrete, con- crete temperature range, moisture condition, light weight concrete, and hole drilling and preparation require- ments. Drilled -in anchor embedment lengths shah be as shown on drawings, or not less than 7 times the anchor nominal diameter (7D). Adhesive anchors are to be installed in concrete aged a minimum of 21 days, unless otherwise specified in the ICC ESR report. a. HILT) "HIT-HY 200" - ICC ESR-3187 for anchorage to CONCRETE with embedment depth less than or equal to 20 bar diameters b. HILT) "HIT -RE 500 V3"- ICC ESR-3814 for anchorage to CONCRETE with any embedment depth 0. SIMPSON "SET-XP" - ICC ESR 2508 for anchorage to CONCRETE, IAPM0 265 for anchorage to MASONRY d. SIMPSON "SET" - ICC ESR-1772 for anchorage to UNREINFORCED MASONRY Only 2. EXPANSION ANCHORS- The following Expansion type anchors are pre -approved for anchorage to CON- CRETE or MASONRY in accordance with corresponding current ICC ESR report: a. HILTI"KWIK BOLT TZ"- ICC ESR-1917 for anchorage to CONCRETE Only b. SIMPSON "STRONG-BOLT2"- ICC ESR-3037 for anchorage to CONCRETE Only 3. SCREW ANCHORS: The following Screw type anchor is pre -approved for anchorage to CONCRETE or MASONRY in accordance with corresponding current ICC ESR report: a. SIMPSON "TITER HD"- ICC ESR-2713 for CONCRETE Only and ICC ESR-1056 for MASONRY Only b. HILT! "KWIK HUS-E2"- ICC ESR-3027 for anchorage to CONCRETE Only STRUCTURAL STEEL REFERENCE STANDARDS: Conform to: 1) IBC Chapter 22 - "Steel" 2) ANSI/AISC 303-10-"Code of Standard Practice for Steel Buildings & Bridges" 3) AISC - "Manual of Steel Construction", Fourteenth Edition (2010) 4) ANSI/AISC 360-10-"Specification for Structural Steel Buildings" 5) AWS D1.1:2010 - "Structural Welding Code -Steel" 6) 2009 RCSC-"Specification for Structural Joints using High -Strength Bolts" SUBMITTALS: Submit the following documents to the SER for review: (1) SHOP DRAWINGS complying with AISC 360 Sections M1and N3 and AISC 303 Section 4. (2) ERECTION DRAWINGS complying AISC 360 Sections Mrand N3 and AISC 303 Section 4. Make copies of the following documents "Available upon Request" to the SER or Owners Inspection Agency in elec- tronic or printed form prior to fabrication per AISC 360 Section N3.2 requirements: (1) (3) (4) (5) (6) 17) 16) (9) Fabricator's written audit/ Control Manual that includes, as a minimum: a. Material Control Procedures b. Inspection Procedures c. Non-conformance Procedures Steel & Anchor Rod suppliers' Material Test Reports (MTR's) indicating the compliance with specifications. Fastener manufacturer's Certification documenting conformance with the specification. Filler metal manufacturers product data for SMAW, FLAW and GNAW indicating: a. Product specification compliance b. Recommended welding parameters c. Recommended storage and exposure requirements including baking d. Limitations of use Welded Headed (Shear) Stud Anchors Manufacturers certification indicating the meet specifications, Weld Procedure Specifications (WPS's) for shop and field welding. Manufacturer's Certificates of Conformance for electrodes, fluxes and gases (welding consumables). Procedure Qualification Records (POR's) for WPS's that are not prequaliled in accordance with AWS. Welding personnel Performance Qualification Records (WPQR) and continuity records conforming to AWS standards and WABO standards as applicable for Washington State projects. MATERIALS: Structural steel materials shall conform to materials and requirements listed in AISC 360 section A3 including, but not limited to: Wide Flange (W), Tee (WT) Shapes ...................ASTM A992 Fy =50 ksi Channel (C) & Angle (L) Shapes ......................... ASTM A36, Fy = 36 ksi Structural Plate (Pt.) ............._..............._............ ASTM A36, Fy = 36 ksi Hollow Structural Section - Square/Rect (HSS). ASTM A500, Grade B Fy = 46 ksi High Strength, Heavy Hex Structural Bolts .,.,.,,., ASTM A325/F1852, Type 1 or 3, Plain Heavy Hex Nuts......._........_ ..................__.......... ASTM A563, Grade and Finish per RCSC Table 2.1 Washers (Hardened Flat or Beveled).................. ASTM F436, Grade and Finish per RCSC Table 2,1 Anchor Rods (Anchor Bolts, typical) .................... ASTM F1554, Gr, 36 Welded Headed (shear) Stud Anchors... ASTM A108 -Nelson/TRW 53L Welded Headed Stud (WHS) Anchors ................ ASTM A108- Nelson/TRW H4L Dowel Bar Anchors (DBA).................................. ASTM A496- Nelson/TRW D2L, Fy = 70 ksi STRUCTURAL JOINTS USING HIGH -STRENGTH BOLTS: 1) ASTM A325-N bolts -"threads NOT excluded in the shear plane". 2) High -strength bolted joints have been designed as "BEARING" connections. 3) Provide ASTM Bolt Grade and Type as specified in the Materials section above. 4) Provide Washers over outer ply of slotted holes and oversize holes per RCSC Table 6.1. 5) Provide Nut and Washer grades, types and finishes conforming to RCSC specification Table 2.1. 6) Provide fastener assemblies from a single supplier. 7) Joint Types shall be: a. ST -"Snug Tight°, for typical beam end "shear" connections, unless noted otherwise. b. SC - "Slip Critical", where specifically indicated. Provide with Class A Faying surface. 8) Install bolts in joints in accordance with the RCSC Specification Section 8 and Table 4.1. 9) Inspection is per RCSC Section 9. ANCHORAGE to CONCRETE: 1) SHEAR STUDS on STEEL BEAMS for COMPOSITE CONSTRUCTION: Headed Shear Studs welded to tops of Wide Flange Beams, shall be 3/4" diameter WHS with nominal stud lengths as Indicated. Unless noted otherwise, provide minimum shear stud height equal to the (metal deck depth + 1 /") and a maximum shear stud height that allows for %" of concrete cover over the stud. 2) EMBEDDED STEEL PLATES for Anchorage to Concrete: Plates (PL) embedded in concrete with studs (WHS) or dowel bar anchors (DBA) shall be of the sizes and lengths as indicated on the pions with minimum 1/2" dia. WHS x 6" long but provide not less than %." interior cover or 1 '/o" exterior cover to the opposite face of concrete, unless noted otherwise. 3) COLUMN ANCHOR RODS and BASE PLATES: All columns (vertical member assemblies weighing over 300 pounds) shall be provided with a minimum of four 3/4" diameter anchor rods. Column base plates shall be at least''/." thick, unless noted otherwise, Casl-in-place anchor rods shall be provided unless othervse approved by the Engineer. Unless noted otherwise, embedment of cast -in -place anchor rods shall be 12 times the an- chor diameter (12D). FABRICATION: 1) Conform to AISC 360 Section M2 "Fabrication" and AISC 303 Section 6 "Shop Fabrication". 2) Quality Control (QC) shall conform to: a. AISC 360 Chapter N "Quality Control and Quality Assurance" and AISC 303 Section 8 "Quality Control". c. Fabricator and Erector shall establish and maintain written Quality Control (QC) procedures per AISC 360 section N3. tl. Fabricator shall perform self -inspections per AISC 360 section N5 to ensure that their work is performed in accordance with Code of Standard Practice, the AISC Specification, Contract Documents and the Applicable Building Code. e. QC inspections may be coordinated with Quality Assurance inspections per Section N5.3 where fabri- cators QA procedures provide the necessary basis for material control, inspection, and control of the workmanship expected by the Special Inspector. U R :'u r L ti`„'Y ARCHITECTURE URBANIRURISL 1938 Fairview Avenue East sum ,00 Seattle, WA 98102 info@urba)architecture.com www-urbalarchitecture,com T 206-257-0972 'soon 707 W 2nd Avenue Spokane, Washington 99201 P: (509) 455-4448 www.dci-engineerscom Ctx/rL / STRIJCTLJFIAI ®comgnl tenon nano constrain, iris N awaaesened project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan 7 TRUCTURAL RESUBMITTAL STRUCTURAL RESUBMITTAL drawing title GENERAL NOTES REVIEWED FOR I CODfrOOMPOANDEI APPROVED APR a 4 2010 y@�IIM py�1 T ru,ILg1Fy MAPt.i•.t FOR PERMIT These drawings are my com etefer submission to the jurisdiction having ....tor permit, ha Contractor shell not use these drawings for construction until Contractor receives approval for use in construction by the jurisdiction having auClarity end OCI Engin... WELDING: 1) Welding shall conform to AWS D1.1 with Prequalifled Welding Processes except as modified by AISC 360 sec- tion J2 and RISC 341 as applicable. Welders shall be qualified in accordance with AWS D1.1 WABO, require- ments. 2) Use 70ksi strength, low -hydrogen type electrodes (E7018) or E71T as appropriate for the process selected. 3) Welding of high strength anchor rods is prohibited unless approved by Engineer. 4) Welding of headed stud anchors shall be in accordance with AWS D1.1 Chapter 7 "Stud Welding", ERECTION: 1) Conform to AISC 360 Section M4 "Erection" and AISC 303 Section 7 "Erection". 2) Conform to AISC 360 Chapter N "Quality Control and Quality Assurance" and AISC 303 Section 8, a. The Erector shall maintain detailed erection quality control procedures that ensure that the work is per- fotmed in accordance with these requirements and the Contract Documents. 3) Steel work shall be carried up true and plumb within the limits defined in AISC 303 Section 7.13. 4) High Strength bolting shall comply with the RCSC requirements including RCSC Section 7.2 "Required Testing", as applicable and AISC 360 Chapter J, Section M2.5 and Section N5.6. 5) Welding of HEADED STUD ANCHORS shall be in accordance with AWS D1.1 Chapter 7 "Stud Welding. 6) Provide Headed (Shear) Stud Anchors welded through the metal deck to tops of beams denoted in plans. 7) The contractor shall provide temporary bracing and safety protection required by AISC 360 Section M4.2 and AISC 303 Section 7.10 and 7.11. PROTECTIVE COATING REQUIREMENTS: 1) SHOP PAINTING: Conform to AISC 360 Section M3 and AISC 303 Section 6.5 unless othewise specified by the project Architect. 2) INTERIOR STEEL: a. Unless noted otherwise, do not paint any of the steel surfaces meeting the following conditions: Concealed by the interior building finishes, Fireproofed, Embedded in concrete, Specially prepared as a "laying surface" for TypeSC "slip -critical" connections including bolted connec- tions that form a part of the Seismic Force Resisting System govemed by AISC 341 unless the coating conforms to requirements of the RCSC Bolt Specification and is approved by the Engineer. Welded; if area requires painting, do not paint until after weld inspections and non-destructive testing requirement, if any, are satisfied. b. Interior steel, exposed to view, shall be painted with one coat of shop primer unless otherwise indicated in the project specifications. Field touch-ups to match the finish coat or as otherwise Indicated per project spec- ifications. 3) EXTERIOR STEEL: Exposed exterior steel shall be protected by either: a. Paint with an exterior multi -coat system as per the project specifications. Field touch-up painting shall beper the project Arcchitect. b. Galvanizing: Unless protected with a paint system, exposed steel (outside the building envelope) shall be hot -dipped galvanized, where noted on the plans or otherwise indicated by the finishes specified by the Archi- tect. Apply field touch-ups per project specifications. 4) Steel need not be primed or painted unless noted otherwise on the drawings or in the project specifications. Con- form to AISC 360 Section M3 and AISC 303 Section 6.5 unless a multi -coat system is required per the project specifications, COLD -FORMED STEEL FRAMING REFERENCE STANDARDS: Conform to: (1) AISI S100-12 "North American Specification for the Design of Cold -Formed Steel Structural Members' (2) AISI 5200-12 'North American Standard for Cold Formed Steel Framing - General Provisions (3) AISI S210-07 "North American Standard for Cold Formed Steel Framing - Floor and Roof System Design" (4) AISI 5211/07/51-12 "North American Standard for Cold Formed Steel Framing - Wall Stud Design" (5) AISI S212-07/S1-12 "North American Standard for Cold Formed Steel Framing - Header Design" (6) AISI S213-07/81-09 "North American Standard for Cold Formed Steel Framing - Lateral Design" (7) AISI 5214-12 "North American Standard for Cold Formed Steel Framing - Truss Design" (8) AISI S220-11 "North American Standard for Cold Formed Steel Framing - Nonstructural Members" (9) AWWC 'Wall and Ceiling Standards" Sec. 9.8 "Exterior Steel Studs Wall Systems." (10)AW S 01.3 "Structural Welding Code - Sheet Steel." MATERIALS: Structural Sections Sheet Metal Screws Fasteners to Steel Fasteners to Concrete Weld Material 54, 68 and 97-mil; ASTM A653, SS Grade 50 or ASTM A1003 Grade 50, Min Fy=50 KS/ 33 and 43-mil; ASTM A653, SS Grade 33. or ASTM A1003 Grade 33, Min Fy=33 K51 Grabber or Buildex Self -Drilling, #10 screws unless noted otherwise on drawings; ASTM C1513 or SER approved alternate Hllti X-U Power Actuated Fasteners - ICC ESR-2269 Hilti X-U Power Actuated Fasteners with embedment.- ICC ESR-2269 E60XX electrodes conforming to AWS D1.3 Studs and Track shall be galvanized in accordance with ASTM A653, G60, unless in contact with pressure treated wood. If in contact with pressure treated wood, use G90 or greater coatings. Fastenings not shown on the drawings shall be as recommended by the manufacturer. SIZE AND PROFILE Cold -formed steel Naming members shall be as specified in the Steel Stud Manufacturer's Assoc, anon ICC Evaluation Report ESR-3064P and of the size and profile as shown on the drawings. Alternate members equiv- alent in shape, size, and strength by manufacturers not members of the Steel Stud Manufacturers Association shall be subject to review and approval by the Architect / Engineer. CONNECTORS and FASTENERS: Connectors shall be installed per the manufacturer's instructions. All screws shall be snug with the steel surface and shall penetrate into steel studs bye minimum of three exposed threads. Connections shall not be stripped. Screws shall be installed a minimum of 3/8" from steel edges and with no less Man ''/.' o.c, spao- ing. When fastening to steel, Powder Actuated Fasteners shall be installed a minimum of 1/2" from steel edges and with no less Than 1" o.c. spacing. When fastening to concrete, Powder Actuated Fasteners shall be installed a minimum of 3" from concrete edges and with no less than 4" c.c. spacing, Powder Actuated Fasteners shall not be used for hanging applications. FULL -HEIGHT NON -LOAD -BEARING STUD WALLS: Full height stud walls shall be attached to concrete slabs above with deflection track to allow for differential vertical floor deflections under live loads. Maintain %" gap between top of studs and slab unless noted otherwise on plan, MEMBER CONDITION: All structural cold -formed framing members must be in good condition. Damaged members, members with cracking in the steel at the bend radius locations, and members with significant red rusting or scaling of the protective coating are unacceptable and must be replaced, unless approved by the SER. Members not meeting tol- erances listed below shall be replaced prior to loading. ERECTION and TOLERANCES: Cold -formed steel framing shall be erected true and plumb per the requirements and within the specified tolerances listed below. For purposes of this section, camber is defined as the deviation from straightness of a member or any portion of a member with respect to its major axis, and sweep is defined as the devia- tion from straightness of a member or any portion of a member with respect to its minor axis. • For joists, track, and axial load bearing studs, out of plumbness and out of straightness (camber and sweep) shall not exceed 1/1000. of the member length (1/8" over 10'-0"). • Erect framing in accordance with manufacturer's instructions, • Studs shall seat into top and bottom tacks. The gap between the end of the stud and the web of the track shall not exceed 1/16" for axial load bearing studs. • Joists and end stiffeners shall be located directly over studs. The use of a wall top track as a load distribution member is not permitted. FIELD CUTS AND NOTCHES: Field cuts and notches of any kind (including widening pre -punched holes) are NOT al- lowed in any structural cold -formed steel member without prior approval from SER. PERMANENT WALL BRACING AND BRIDGING: Double flat strap or channel bodging as specified on the structural drawings shall be installed at 4'-0" oc maximum unless noted otherwise on the plan notes or bridging details and con- nected prior to loading studs. Bridging anchorage design to be based on "All Steel Design" (mechanically braced) or "Sheathing Braced Design" per AISI S211. TEMPORARY BRACING' Reference 'Temporary Shoring, Bracing" in the "General Requirements" section above STEEL STAIRS REFERENCE STANDARDS: Conform to: 1) IBC Chapter 10 -"Means of Egress". IBC Table 1607.1 2) NAAMM - "Metals Stairs Manual" 3) ANSUAISC 360-10-"Specification for Structural Steel Buildings" 4) AISI S100-12 -"North American Specification for the Design of Cold -Formed Steel Structural Members" 5) AWS D1.1:2010 -"Structural Welding Code Steel'' 6) AWS 01.3:2008 - "Structural Welding Code Sheet Steep' SUBMITTALS: Steel stairs are to be prepared by a SSE. Reference DEFINITIONS and DEFERRED SUBMITTALS above. Submit structural calculations and shop drawings (component design drawings) stamped by a professional Struc- tural Engineer registered in the state of Washington. MATERIALS: Structural W F Shapes.. Steel Channels, Angles, Plates & Bar............ SteelTubing_......_ .......................................... Welded Headed Studs (W HS) ........... Headed Concrete Anchors (HCA).................. ASTM A992 ASTM A36 ASTM A446 Steel Pipe Rail ASTM A53, Grade B ASTM A500, Grade B ASTM A36 or A307 1-1/2" Composite Floor Deck ASTM A325N A307, AWS D1.1 AWS D1.3 ASTM A108, AWS 01.1 ASTM A108, AWS D1.1 STRUCTURAL REQUIREMENTS: (1) Scope: Include treads, risers, stringers, landings, railings and all connections including connections to the primary structure unless noted otherwise. All inserts required for attachment to the primary structure shall be designed and provided by the stair supplier, (2) Loads: Stair treads shall be designed for 100 PSF live load or a 300 Ib. concentrated load placed to produce maxi- m stress, whichever controls. Stringers and landings shall be designed for 100 PSF live load Live load deflec- tion shall not exceed 1/360 of the span. The stair assembly and attachment to the main structure shall be de- signed for lateral loads per IBC Chapter 16. (3) Railings: The completed handrail, guardrail, and supporting structure and their connections shall be designed to resist loads as specified in IBC Section 1607.8. ARCHITECTURAL REQUIREMENTS: Conform to shape and configuration shown on the architectural drawings. Consult the project specifications for additional information. All steel shall be painted per project specifications with one coat of standard shop primer unless noted otherwise on the drawings or in the specifications. CONCRETE FILL: Conform to notes, this sheet for CAST -IN -PLACE CONCRETE and CONCRETE REINFORCMENT. Provide minimum 3000 psi concrete and WWF 6x6-WI 4xW 1.4 or Fibermesh unless noted on the drawings, WOOD FRAMING REFERENCE STANDARDS: Conform to: (1) IBC Chapter 23 'WOOD" (2) NDS - "2015 National Design Specification (NDS) for Wood Construction" (3) ANSI/AF&PA- SDPWA-15: Special Design Provisions for Wind and Seismic (4) APA D510C-12 Plywood Design Specification (5) ANSI/TPI 1-2014 "National Design Standard for Metal -Plate -Connected Wood Truss Construction" (6) BCSI "Guide to Good Practice for Handling, Installing & Bracing of Metal Plated Connected Wood Trusses (7) TM DSB "Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses (8) APA Report TT-045B "Minimum Nail Penetration for Wood Structural Panel Connections Subject to Lateral Loads' SUBMITTALS: Submit shop drawings to the Architect/Engineer for review. Shop drawings shall include member size, spacing, camber, material type, grade, shop and field assembly details and connections, types and location of bolts and other fasteners. Supply shop drawings for the following: (1) Glued laminated members (2) PSL members (3) LVL members (4) LSL members (5) Tapered & Parallel Wood I Joists (Solid web -wood joists) (6) Panelized wood walls & connection details (7) Wood Tie -Down Systems DEFERRED SUBMITTALS: Submit product data and proof of ICC approval for framing members and fasteners that have been designed by others. Submit calculations prepared by the SSE in the state of [Washington] for all members and con- nections designed by others along with shop drawings. Ail necessary bridging, blocking, blocking panels and web stiffen- s shall be detailed and furnished by the supplier. Temporary and permanent bodging shall be installed in conformance with the manufacturers specifications. Deflection limits shall be as noted under DEFFERREO SUBMITTLALS section specific details. Products included are: Metal plate connected trusses (prefabricated trusses) Conform to IBC Section 2303.4. [HUD Truss Con- nector Bulletin for Metal Plate Connected Wood Trusses is required.] Truss Supplier to provide design and materials for all permanent truss bracing. Shop drawings shall provide for shapes, bearing points, intersections, hips, and valleys shown on the drawings. The manufacturer shall provide special hip, val- ley and intersection areas (step down trusses, jack trusses and girder trusses) unless specifically indicat- ed on the plans. Provide all truss -to -truss and truss -to -support connection details and required connec- tion materials. Specify temporary and permanent bracing and connections on the shop drawings. Pro- vide all truss reactions on shop drawings. Solid web wood foists (I -joists) Wood Tie Down Systems: Continuous rod hold-down systems, with take-up devices, shall be as sped- fied. Take-up devices are required at each framing level. Additional framing members shall be provided per the system requirements. Refer to details and loading on the structural drawings. IDENTIFICATION: All sawn lumber and pre -manufactured wood products shall be identified by the grade mark or a cer- tificate of inspection issued by the certifying agency. MATERIALS: • Sawn Lumber: Conform to grading rules of W W PA, WCLIB or NIGH and Table below. Finger jointed studs ac- ceptable at interior walls only. TABLE of SOLID SAWN LUMBER Member Use Size Species Grade Wail Stud 2x4, 3x4, 2x6, 3x6 Doug Fir Larch No.2 Sill Plate 2x4, 3x4, 2x6, 3x6 PT Doug Fir Larch No. 2 Post 4x4, 4x6, 4x8 Doug Fir Larch No. 2 Floor or Roof Joist 2x6 through 2x12 Doug Fir Larch No.2 Post or Timber 6x6, 6x8 Doug -Fir Larch No,1 Glued Laminated Timber: Conform to AITC 117-2010 "Standard Specifications for Structural Glue -laminated Tim- ber of Softwood Species, Manufacturing and Design" and AN51/AITC A190.1 "Structural Glued Laminated Timber." Camber all glued laminated beams, except cantilevered and continuous beams, to 3000' radius, unless shown oth- erwise on the plans. Fabricate cantilevered and continuous beams fiat, unless shown otherwise on plans. Wood Structural Sheathing (Plywood): Wood APA-rated structural sheathing includes: all veneer plywood, oriented strand board, waferboard, particleboard, T1-11 siding, and composites of veneer and wood based material with T&G joint. Architect may disallow OSB. Confirm with Architect. Conform to "Construction and Industrial Ply- wood" based on Product Standard PS 1-09 by the U.S, Dept. of Commerce, and "Performance Standard for Wood - Based Structural -Use Panels" based on Product Standard PS 2-10 by the U.S. Dept. of Commerce and "Plywood Design Specification" based on APA D510C-12 by the American Plywood Association. Unless noted otherwise, sheathing shall comply with the following table: TABLE of SHEATHING - Use, Minimum Thickness and Minimum APA Rating Location Thickness Span Rating Plywood Grade Exposure Floor 23/32"T&G 240C STURD-I-FLOOR Walls 15/32" 32/16 C-D Roof 19/32" 40/20 C-D Unless noted otherwise on drawings, install roof and floor panels with long dimension across supports and with panel continuous over two or more spans. End joints shall occur over supports. • Timber Connectors: Shall be "Strong Tie by Simpson Company as specified in their latest catalog. Altemate con- nectors by other manufacturers may be substituted provided they have current ICC approval for equivalent or greater load capacities and are reviewed and approved by the SER prior to ordering. Connectors shall be installed per the manufacturers instructions. Where connector straps connect two members, place one-half of the nails or bolts in each member. Where soaps are used as hold-downs, nail straps to wood framing just prior to drywall appli- cation, as late as possible in the framing process to allow the wood to shrink and the building to settle. Premature nailing of the strap may lead to strap buckling and potental finish damage. Where connectors are in exposed exterior applications in contact with preservative treated wood (PT) other than CCA, connectors shall be either batch hot -dipped galvanized (HOG), mechanically galvanized (ASTM B695, Class 55 minimum) stainless steel, or provided with 1.85 cars( of zinc galvanizing equal to or better than Simpson ZMAX finish, Nail straps to wood framing as late as possible in the framing process to allow the wood to shrink and the building to settle. Premature nailing of the strap may lead to strap buckling and potential finish damage. Fasteners (nails bolts, screws, etc) attaching timber connectors (joist hangers, post caps and bases, etc) to PT wood shall have similar corrosion resistance properties (matching protective treatments) as the protected connect- or. Fasteners (nails, bolts, screws, etc) attaching sawn timber members or sheathing (shear walls) to PT wood shall be corrosion resistant: nails and lag bolts shall be either HOG (ASTM A153) or stainless steel. Verify the suit- ability of the fastener protection/coating with the wood treatment chemical manufacturer/supplier. Provide washers under the heads and nuts of all bolts and lag screws bearing on wood. • Lag Bolts/Bolts: Conform to ASTM A307 and IBC Section 2304.10. • Nails and Staples: Conform to ASTM F1667 and IBC Sections 2303.6 and 2304.10. • Engineered Wood Products (TrosJoist): The following materials are based on lumber manufactured by TrusJoist and were used for the design as shown on the plans. Alternate products by other manufacturers may be substitut- ed provided they have current ICC approval for equivalent or greater load and stiffness properties and are re- viewed and approved by the Structural Engineer prior to ordering. a. Laminated Veneer Lumber (LW), Conform to ICC ES Report No. ESR-1387 or CCMC Report No. 08675-R. b. Parallel Strand Lumber (PSL): Conform to ICC ES Report No. ESR-1387 or CCMC Report No. 11161-R. c. Laminated Strand Lumber (LSL): Conform to ICC ES Report No. ESR-1387 or CCMC Report No. 12627-R. TABLE of ENGINEERED WOOD Requirements Type Use Widths E11aa1 Fb Fv FM/ PSI PSI P51 PSI LSL Rimboartl Rind erd or Stair 1,3E 1,700 425 1,835 Stringer Timberstrantl LSL Header, Beam or C01- n 0 P depth 3 Yrr" 1.3E 1,700 424 1,835 Timberstrantl LSL Rimbeard, Header or t %" 3 %" 1.55E 2,325 310 2,170 Beam a 9" depth Timberstrantl LSL Wall Stud 2x4 & 2x6 1 Yr" 1.3E 1,700 425 1,835 Wall Stud >2x6 1'/:" 1.5E 2,525 505 2,105 Parallam PSL Header, Beam 3'h", 5 Si", 7" 2.0E 2,900 290 2,900 NAILING REQUIREMENTS: Conform to IBC Section 2304.10 "Connections and fasteners." Unless noted on plans, nail per Table 2304.10.1. Nailing for roof/floor diaphragms/shear walls shall be per drawings. Nails shall be driven flush and shall not fracture the surface of sheathing. Altemate nails may be used but are subject to review and approval by the Structural Engineer. Substitution of staples for the nailing of rated sheathing is subject to review by the structural engi- neer prior to construction. STANDARD LIGHT -FRAME CONSTRUCTION: Unless noted on the plans, construction shall conform to IBC Section 2308 "Conventional tight -Frame Construction.' HAILERS ON STEEL COLUMNS and BEAMS: Wood 3x mailers are generally required on all HSS columns and steel beams abutting or embedded within wood framing. Unless noted otherwise, attach with 5/8" diameter bolts or welded studs at 16" on centers. Wood milers on beams supporting joist hangers shall not overhang the beam flange by more than %". WOOD SHRINKAGE AND EXPANSION: Wood materials will expand or contract based on relative changes in moisture. The contractor is responsible for means and methods of construction related to mitigating and managing the effects of changes In moisture. Structural design has taken into account the effects of shrinkage. MOISTURE CONTENT: Wood material used for this project shall have maximum moisture content of 19 % except for the pressure -treated wood sill plate. Refer to TESTING & INSPECTIONS for the verification of these limits. The maximum moisture content required may be less than 19% when based on a particular cladding(nsulation system. Refer to the Architect's drawings, and project specifications, or with cladding installer for maximum recommended moisture content. SHRINKAGE COMPENSATION FOR MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS: MEP systems, in- cluding ductwork, pipes, and other elements that run continuously between levels shall be installed/designed in such a manner to accommodate shrinkage in the wood framing. Wood shrinkage amounts will vary depending on the construe, lion process and materials used. The anticipated shrinkage under typical conditions is expected to range between 1/8" and 1/4" per floor. CLADDING COMPATIBILTY: The Architect/Owner shall review the cladding and insulation systems proposed for the project with respect to their performance over wood studs with moisture contents greater than 19%. EIFS systems should be avoided on wood -framed projects due to problems with moisture proofing. PRESERVATIVE TREATMENT (PT): Wood materials that are required to be "treated wood" in accordance with IBC Sec- tion 2304.12. "Protection Against Decay and Termite Protection" shall conform to the appropriate standards of the Ameri- can Wood -Preservers Association (AWPA) for sawn lumber, glued laminated timber, round poles, wood piles and marine piles. Follow American Lumber Standards Committee (ALSC) quality assurance procedures. Products shall bear the ap- propriate mark. Fasteners or anchors in treated wood shall be of stainless steel or hot -dipped galvanized or as per IBC 2304.10.5. Mud sill plates in normally dry interior applications may be treated with Sodium Borate (DOT - Disotlium Octaborate Tet- rahydrate) as recent studies have noted less connector corrosion potential than other available wood treatments or the original CCA treated sill plates. Wood treated with Sodium Borate shall be protected during shipment, storage and instal- lation to minimize leaching of the water-soluble preservative from the lumber. Sodium borate pressure treated plates do not require hot -dipped galvanized connectors. If using sill plates other than CCA or sodium borate, fasteners must be hot dipped galvanized or stainless steel. Fasten- ers (nails, bolts, screws, washers & lag screws) attaching timber connectors (mist hangers, post caps and bases, etc) to PT wood shall have similar corrosion resistance properties (matching protective treatments) as the protected connector; that is, use hot dipped galvanized or stainless steel fasteners. Fasteners (nails, bolts, screws, washers & lag screws) attaching sawn timber members or sheathing (shear walls) to Pressure Treated wood shall be corrosion resistant (hot dipped galvanized or stainless steel). Always verify the suitability of the fastener protection/coating with the wood treatment chemical manufacturer/supplier. Fire Retardant Treated (FRT) Wood: Wood material that is required to be Fire Retardant Treated Wood to conform to IBC section 2303.3 - "Fire Retardant Treated Wood" Submit ICC report to FOR for review and approval prior to con- struction. REVIEWED FOR I F @ APPROVED Gi APR O3 MO T�g��I� t ?U_ !`I�qG GIIYI�IMri u eh FJ:'^1 0 ARCHITECTURE U RBADU DAL 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 info@urbalarchitecture,com www.urbalarchitecture.com T 206-257-0972 license en 00 nCe ip ® 707 W 2nd Avenue Spokane, Washington 99201 P: (509) 455-4448 www.dci-engineers.com CIVIL. / STF2UCTU1.1A1y Ocupyraht twsor o'Matoeomerso....NRhno Rewma riFEEEEEF pro/ STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98180 BUILDING PERMIT SET 0.31.17 FOUNDATION ONLY PERMIT 2.06.17 STRUCTURALRESUBMIITAL .17 STRUCTURAL RESUBMITTAL /S2\ 01.10.18 drawing title GENERAL NOTES drawing information DATE 12.06.17 SCALE DRA BSD JOB 17041-0175 v�wnwh gnn1011, S0.03 REQUIRED SPECIAL. INSPECTIONS OF WOOD CONSTRUCTION FOR PERMIT These drawings aro sufficiently complete for submission. the jurisdiction having autheriry for permit The Contactor shall nor 35a these drawings for comItuctwn until Contractor receives written approval for use in comtrucdon by the jurisdiction having authority and XI Engineers. SPECIAL INSPECTIONS The following Statement and Schedules of Inspections are those Special Inspections and Tests that shall be per- formed for this project. Special Inspectors shag reference these plans and IBC Chapter 17 for all special inspec- tion requirements. The owner shall retain a WABO accredited Special Inspections agency to provide special inspections for this project Special Inspectors shall be qualified persons per IBC1704.2.1. Special inspection reports shall be provided on a weekly basis. Submit copies of all inspection reports to the Architect/Engineer and the Authority Having Jurisdiction for review. In addition to special inspection reports and tests, submit reports and certificates noted in IBC 1704.5 to the Authority Having Jurisdiction. Final special inspection reports will be required by each special inspection firm per IBC 1704.2.4. STATEMENT OF SPECIAL INSPECTIONS: This statement of Special Inspections has been written with the understanding that the Building Official will: Review and approve the qualifications of the Special Inspectors - Monitor the special Inspection activity on the project site to assure that Special Inspectors are qualified and performing their duty as state within this statement. - Review all Special Inspection Reports submitted to them by the Special Inspector - Perform inspections as required by IBC Section 110.3. The following Special Inspections are applicable to this project: - Special Inspections for Standard Buildings (per IBC 1705.1) REQUIRED - Special Inspections for Seismic Resistance (per IBC 1706.12) REQUIRED - Testing for Seismic Resistance (per IBC 1705.1) NOT REQUIRED - Special Inspections for Wind Resistance (per IBC 1705.11) NOT REQUIRED SPECIAL INSPECTION OF SHOP FABRICATED GRAVITY LOAD -BEARING MEMBERS AND ASSEMBLIES: Special Inspection of shop fabricated Gravity Load Bearing Members & Assemblies shall be verified by the Special Inspector as stated in Section 1704.2.5. STRUCTURAL STEEL per IBC 1705.2.1. A qualified Special Inspector of an 'approved agency° providing Quality Assurance (OA) Special Inspections for the project shall review and confine the Fabricator and Erectors Quality Control (QC) procedures for completeness and adequacy relative to AISC 360-10 Chapter N, AISC 303-10 Cade of Standard Practice, AWS D1.1-2010 Structural Welding Code, and 2015 IBC Code requirements for the fabricators scope of work. o QA Agency providing Special Inspections shall provide personnel meeting the minimum qualification re- quirements for Inspection and Nondestructive Testing NDT per AISC 360-10 Section N4. o Verity Fabricator and Erector QC Program per AISC 360-10 Section N2. o Inspection of welds and bolts by both QC and QA personnel shall be per the Schedule of Special Inspec- tions below. All provisions of AWS D1.1-2010 Structural Welding Code for statically loaded structures shall apply. o Nondestructive Testing (NDT) of welds: • Non -Destructive Testing (NDT) of welded joints per AISC 360-10 N5.5 • Risk Category for determination of extent of NOT per AISC 360 N5.5b is noted in the Design Criteria and Loads section of these General Requirements. • NDT performed shall be documented and reports shall identify the tested weld by piece mark and location of the piece. • For field work, the NOT report shall identify the tested weld by location in the structure, piece mark and location of the piece. • Additional Inspection tasks per AISC 360-10 Section N5.7. o Inspection for Composite Construction shall be done per AISC 360-10 Section N6. POST -INSTALLED ANCHORS TO CONCRETE AND MASONRY: shall comply with IBC Section 1703. Inspections shall be in accordance with the requirements set forth in the approved ICC Evaluation Report and as indicated by the design requirements specified on the drawings. Refer to the POST INSTALLED ANCHORS section of these notes for anchors that are the basis of the design. Special inspector shall verify anchors are as specified in the POST IN- STALLED ANCHORS section of these notes or as otherwise specified on the drawings. Substitutions require approv- al by the SER and require substantiating calculations and current 20151BC recognized ICC Evaluation Services (ES) Report. Special Inspector shall document in their Special Inspection Report compliance with each of the elements required within the applicable ICC Evaluation Services (ES) Report. PREFABRICATED CONSTRUCTION: All prefabricated construction shall conform to IBC Section 1703. GROUND IMPROVEMENT SYSTEMS- Special Inspection shall be provided per IBC 1705.1 as required by the building official. SCHEDULES OF SPECIAL INSPECTIONS: TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS TYPE CONTINUOUS SPECIAL INSPEC- TION PERIODIC SPECIAL IN- SPECTION vrezCnwall mroarnicw Neaeslgn beanrg 11 - X 2. aeptiy aneava reacM1 proper extended X acted mlmatenee "dternremcorn- - X g021500n1 aria p uanac�w�rill X - a WacementmmeetzPaae"a' - X TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION TYPE CONTINUOUS SPECIAL IN- SPECTION PERIODIC SPE- CIAL INSPEC- TION REFERENCED STANDARD IBC REFER - ENCE .Inzpecmn, rdnra� mem a'mcwaing na an way a«man ACI 316Cn 20, 25.2, 1600.4 Rom o b. plc, pass fillet weld cln sctvuo erweias % AWS DIA ACI 316'. 25..6.4 3,Inspact anchors cast in concrete - % ACI 310: 1,81' catalwaN,Ian on swancmrs nxaeanea inae X X ACI3te:1].6.2.4 ACI 316: 17.82 s.veray uzea ragNed* cog ix X q 341irr snits, 1004 1sos.3 B , .s. Prior to concrete pracemIabri. wmI. aturea X - ASTM C172 ASTM C31 ACI315: 26.12 1808.10 aver4ym laneianmmaxnedan - X ACI316:26..3- 1209.9 o.f0.2 re X ACt 316: 26 - X ACI 510: 26.tt.1.2(bi - TYPE CONTINUOUS SPECIAL IN- SPECTION PERIODIC SPE- CAL INSPEC- TION REFERENCED STANDARD ea«learvm«<aa+om a u0 o aahaarnmaiz a.nia I, asaaIN and Cot., Rod Tie- cr., '" s4 nneaors Ranm Edge Nail gfar sirs x [BC Section 1705.11.11 [IBC Section 17e5.12.21 3 Moisture cement of wood studs, plazas, deems, rnokina, and low¢ X MINIMUM REQUIREMENTS FOR INSPECTIONS OF STRUCTURAL STEEL CONSTRUCTION INSPECTION TASKS QC QA REFERENCED STANDARD INSPECTION TASKS PRIOR TO WELDING avail in pwee4ure wecroseuano (w0ssl p p AISC 360-10 TABLE N5.41 mnsumamea evadable fed ek wdwoa P P AISC 360-10 TABLE N5.4-1 a.Mmon 1 idmurceo gyps/grade 0 0 AISC 360-10 TABLE N5.4-1 4.wmaor identr,3aIon system 0 0 AMC 360-10 TABLE N5,4-1 Ira wema(i,wwdeg net geom- on • ina(angn ant r . �mod) m (ao, can or amaa zwa« cl]m rigl (tad welding cap/ and ari . earn type anam otalmi'icadat 0 O AISC 360-10 TABLE N5.4-1 6. configuration end alarmssnolos 0 O AISC 560-10 TABLEN5.4-1 ”e0z (satin 001 ode (mndn Msad auRar. s1m aM 'uo rane tie= dudity aria Imo. ni 0 O AISC 350-10 TABLE N541 a.Check welding equipment 0 - AISC 360-10 TABLE N5.41 INSPECTION TASKS DURING WELDING t. umof quameawela0 0 0 AISC 360-10 TABLE N5.4-2 and non rig dwerdiNII INIsPNIN •raposgareconlm 0 0 AISC 360-10 TABLE N5.4-2 E. No welding over traded tack welds 0 0 AISC 360.10 TABLE N542 virs 0 0 AISC 360-10 TABLE NSA, ...Noted welding mar.. ...bidding gm ale rre.)a¢a temperaturemai,ned(mN/ •Pm tion(F v,NNIN 0 0 AISC 360-10 TABLE N5.4-2 s •Each pass meet, rti 0 O AISC 360.10050LE N5.42 INSPECTION TASKS AFTER WELD- ING t.wamaamed 0 0 AISC 500-10 TABLE N5.4-3 2. sae. IN n1madwnaa0,as p p AISC 360-10 TABLE N5.4.3 •Craok .Weldnlase-matal ',No azmiisocidn Pladercut oroNN P P AISC 360.10 TABLE N5.4-3 4.Anseaea P P AISC 360.10 TABLE N54-3 exarea P p AISC 350-I0 TABLEN5.4-3 anaweia laps removed (rt p p AISC 360.10 TABLE N5.4-3 r.Remiredewaez P P AISC 360.10 TABLE N5,43 armemxr04�orroiodidnawe001 P p AISC 360.10 TABLE N54-5 INSPECTION TASKS PRIOR TO BOLTING nste:wrmaterialsrefs 1O"savoiwmefor 0 P AISC 360-10 TABLE 611-1 re uirements mocmiaaxevnn AS TM 0 0 AISC 360-10 TABLE N5.6-1 3 (0mda.rype. Mott l601Emt�zleiemfio eGuaealram ¢near Nna1 0 0 AISC 560-t0 TABLE N56-1 a100 aingpmaaaure sera aa0 Iint 0 0 AISC 360.10 TABLE N5.6-1 3 Cormeoring elements. inducing .app.,- faylf,4$14....iorl arld hale pre, cram, menapau�a6ld regal mans 0We 0 AISC 3s6.16 TABLE NS.s-t IN, NIII1maven carer P 0 550360.10 TABLE N5.6-1 wasnenane0000415,5015uzeams 0 0 AISC 350.101-ABLE N56-1 INSPECTION TASKS DURING BOLT- ING 1 a«m m�a roaan'a 0010nPre00,001 O O AISC 360-10 TABLE N5.62 Joinroue nsion a 5-15mmna'it'mn prior te 0 0 AISC350-10 TABLE N5,E2 wren earmm,a ha 0 0 AISC 360-10 TABLE N5.5-2 W 0 0 AISC 360-10 TABLE N5.e2 INSPECTION TASKS AFTER BOLT- ING mnnectens pmnm or rcleaioria6ama P P AISC 36610 TABLE N5.6-3 INSPECTION OF STEEL ELEMENTS OF COMPOSITE CONSTRUCTION PRIOR TO CONCRETE PLACEMENT I. Kamm...instailalmn aster deck P P AISC 36010 TABLE N6.1 awaandnon nstanall a z1001 neaae0 P p AISC 360-10 TABLE N0,,1 arson z elxtranm or relodaon a slew p p AISC 360-10 TABLE N6.1 '500140n. 0 earn ¢tad moment REQUIRED SPECIAL INSPECTIONS AND TESTS OF MASONRY CONSTRUCTION LEVEL A MINIMUM SPECIAL INSPECTION Norte construction, verify certificates of compliance used in masonry construction REVIEW f APPROVED APR 9 9 2018 01.10.18 URBAI.;I' ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE too Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 consultant logo a P'il'C Rom® 707 W 2nd Avenue ue Spokane, Washington 99201 Pi(509)4554448 ww.dci-engineers.com CIViI_ / 4Tmi ore, Floor, amn oAmeroeoncerwromc.Ara�gres 6eaeiad project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA08188 ey pia ,, '1 1 ,?l i 3 I:i BUILDING PERMIT SET 10.31.17 OUNDATION ONLY PERMR/F'I\ 12.06.17 TRUCTURAL RESUBMRTAL STRUCTURALRESUBMRTAL drawing title SPECIAL INSPECTIONS DATE 12.06.17 SCALE DRAWN DSO JOB fF 17041-0175 Intarporg copyright FOR PERMIT Thew drawings are Affldenfly complete for submission to L.16146ction having authority for permit The Contractor shell not use Hew constAdon until Conte.* receives written approval far use in construction by the Mistlimion having wHority and DCl Engineers, PS for NATCHLLNE PER 51016 x6x174 TYP AT VENEER P AT STUD CC 0r .. --30"DPTHKND SLAB �.-6005200-43 @24'0C, TYP AT EXT, UNO 10 W/ BP 1/2x6x150' TYP AT VENEER TLSTAIR OPPSER 5505162-54 @ 16'OC STUD WALL HSS6x6x1/4 W/ BP 1/2x6x1'-0" HSS6x6x1/4 W/ BP 1/2' PER 10/S3.02 S3,01 PER F18 C1 H 12' CONC WALL W/ 46 VERT ®12°0C EF & 46 HORIZ@12.0CE= 7 F20 -36"DPTHKND STAB 1V-30'DP THKND SLAB D 12° CONC WALL W/ #5 VERT @ 12"OC EF & #5 HORIZ @12°0C EF F20 TYP TYP AT INT COL TYP CCI 27'-9' P AT EXT COL ------------ 600520043 @ 24°OG TYP AT EXT, UNO F20 W F20 F20 12° GONG WALL W/ #5 VERT @ 12"0C EF & #5 HORIZ @ 8°QC EF 16° CQNC MAT SLAB ON GRADE PER PLAN NOTES T/SLAB = 2850° 60"DPTHKND 4 8'-0 195-10° 2 301DPTHKND SLAB THKND SLAB 12° CONC WALL W/ VERT@12'OC EF & HORIZ @ 10'9C EF F22 TOP REINFORCING SCHEDULE TOP AND BOTTOM REINFORCING SCHEDULE MARK QUANTITY REINFORCING #5 LENGTH SPACING 12.0C REMARKS W/ STD HOOK, TYP AT SLAB EDGE MARK QUANTITY REINFORCING LENGTH SPACING REMARKS 118 2 #5 CONT 4'OC 1YP AT UNSUPPORTED SLAB EDGE 2T6 #5 #5 1250° CTRD OVER WALL 3T #5 10'-0" W/ 250° STAGG, W/STD HOOK AT SLAB EDGE 4T 10 #5 10'-0" W/ 250° STAGG, W/STD HOOK AT SLAB EDGE 5T 6T 12 #5 10'-0' 1 '0 W/250' STAGG, W/ STD HOOK AT SLAB EDGE LENGTH PER PLAN 8T 9T 14 16 48 #5 12'-0' 12'-0' 6'C LENGTH PER PLAN W/ 2'-0' STAGG, W/ STD HOOK AT SLAB EDGE W/ 2'A' STAGG, W/ STD HOOK AT SLAB EDGE 3T6 4T0 5T0 6TB 7T8 8T6 9TB 10 4 2 #5 #10 #9 49 #8 #8 #5 32'50- ° 4'OC 4'0C TOG 12.0C 16.0C 12'OC W/ 2'-0' STAGG, W/ STD HOOK AT SLAB EDGE LENGTH PER PLAN LENGTH PER PLAN TYP AT MAT SLAB PERIMETER TYP AT MAT SLAB W/COUPLERS PER 5/S402 10T #5 12'-0' 12°0C W/2'-S STAGG, W/ STD HOOK AT SLAB EDGE 10T6 1550° 12'0C 4/S4 02 BOTTOM REINFORCING SCHEDULE MARK QUANTITY 1 REINFORCING LENGTH SPACING REMARKS 1B #4 36°0C EW, TYP OVER ENTIRE SLAB 28 #4 24.0C ADDL 38 2 #10 4.0C LENGTH PER PLAN 48 6.0C LENGTH PER PLAN 50 #8 6"OC LENGTH PER PLAN 6B 12'08 LENGTH PER PLAN 7B #4 14'-0' 12'0C 8B #5 1200" 6°0C TYP AT EA COL 9B 4000' W/ STD HOOK AT END 108 1000' 4'0C W/ STD HOOK AT SLAB EDGE 10'-0" 12'0C THICKENED SLAB SCHEDULE TYPE SIZE REINFORCING COMMENTS LENGTH WIDTH DEPTH F18 10'-0' 10'0' 1'-6 *BB 012°0C EW i F20 12'-0° 12'-0' 1'-8° #88@12.0C EW 1 F22 1450' 14'-0' 1'-10° #86 012.0C EW F24 14'-0' 14'-0° 0-0' 486 @12'DC EW 1 NOTES: 1. REINFORCEMENT IS IN ADDITION TO THE TYPICAL BOTTOM MAT. F22 0 12" CONC WALL W/ #5 VERT@12"0C EF & #5 HORIZ @ 10"QC EF 8"CMU WALL W/#5 VERT @ 32.0C & (2) #4 HORIZ @ 48°OC, TYP P AT CMU 60°DP THKND SLAB FOUNDATION PLAN NOTES: 955806x1/4 W/ Bf5 1/2x6x1'-2' TYP AT PERIMETER 60052 043 @ 24"OC, TYP A"QEXT,UNO TVP AT INT C�L `-22"0PTHKND SLAB W/45B @ 12°0C EW 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01, SD 02, S0.03 AND S0.04 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS, 3. CONTRACTOR SHALL LOCATE AND VERIFY THE FOLLOWING WITH OTHERS PRIOR TO POURING CONCRETE: ALL DOOR OPENINGS IN FOUNDATION WALLS; DRAINS AND SLOPES; BLOCKOUTS FOR [POOLS, SPAS, FREEZERS, COOLERS, PLUMBING, SPRINKLERS AND HVACI. ALL DUCTS, CHASES AND PIPES PER MECHANICAL PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. 4. TOP OF SLAB(T/SLAB( ELEVATION ASSUMED 28'-0". FOR ACTUALT/SLAB ELEVATION REFER TO CIVIL AND ARCHITECTURAL DRAWINGS. PROVIDE 6 MIL VAPOR BARRIER BELOW SLAB AT INTERIOR SPACES. PROVIDE FREE - DRAINING GRANULAR FILL PER GEOTECH REPORT, 5. MAT SIAB SHALL BEAR ON IMPROVED SOIL PER GEOTECH REPORT AS NOTED IN THE STRUCTURAL GENERAL NOTES. 6. CJ INDICATES CONSTRUCTION JOINT PER PLAN TO BE COORDINATED WITH CONTRACTOR, REFERENCE 15/53 02. FIB F20 F22 I\ /I I \\// 2050" 965646x1/4 W/ BP 1/2, 0xi'-2° 36"DP THKND SLAB 37DP THKND SLAB 1u ID ID GREASE INTERCEPTOR, / VERIFY SIZE & DEPTH 0" P AT VENEER 01 T9PAT EXT COL AT STUD MATCHLINE PER Si 01 B 7. MOISTURE PROOF ALL CONCRETE STEM AND BASEMENT WALLS PER ARCHITECT. 8. STEEL STAIRS SHALL BE BIDDER -DESIGNED, UNO. APPLICABLE DESIGN REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 9. TYPICAL DETAILS PER: 17/S3.01 20/S3.01 4/S3 02 5/S3 02 9/S3.02 10/53 02 13/S3 02 14/S3.02 14 & 19/S4.02 17/55,02 STANDARD HOOKS AND BAR BENDS TYPICAL IAP SPLICE SCHEDULE TYPICAL CONCRETE WALL OPENING REINFORCEMENT TYPICAL LAP SPLICE SCHEDULE (MASONRY) TYPICAL REINFORCING IN CMU WALL TYPICAL BASE PLATE CONFIGURATIONS CMU LINTEL, SILLS, AND BOLD BEAMS TYPICAL CMU CONTROL JOINT DETAIL TYPICAL COLUMN SECTIONS EXTERIOR NON -LOAD BEARING STUDS REVIEWED FOR 1 { NiN - 4IMYLIHFYLE '. F�PPR9VED APR 9 3 2010 ROOF s. LEVEL 7 4 LEVEL 5, LEVEL 5 LEVEL 4 LEVEL3 LEVEL 2 , NOTE: DARKENED LINES DESIGNATE AREA OF WORK. URBAN O ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license I4 101 W 1 v1i v (0[ 33® 707 W 2nd Avenue Spokane, Washington 99201 P:(509) 455-4448 www.dci-engineers.com 081V1L / STRUICTLIF%AL project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 9/ key plan 15 53l3 TYTY",L' -635111Mai s/ie0i BUILDING PERMIT SET 10.31.17 FOUNDATION ONLY PERM IT Fi 12.06.17 STRUCTURAL RESUBMITTAL S1 12.18.17 STRUCTURALRESUBMRTAL /S2\ 01.10.18 drawing tee LEVEL 1 FOUNDATION PLAN - NORTH drawing informatio DATE 12.00.17 SCALE As indicated DRAWN 0SD JOB # 17046.017 copyright maAnvURnivb ni heel number S1.01A LEVEL 1 FOUNDATION PLAN - NORTH SCALE 1/8. s 1'-0' FOR PERMIT These drewmgs ere sufficiently complete 1ora959]44 on to the jurisdiction having euturityfor pormit. The Contractor shall not use These drawings for approval construction until ContraMr receives written val tar use in construction by the jurisdiction having authority antl DCl Engineers. ARCHITECTURE URBANIRURAL MATCHLINE_ PER S101A HSS6x6x1/4 W/ BP 1/2" PE 10/S3.02 HS56x6x1/4 W/ BP 1/2' PER 10/S3.02 12" CONC WALL 0//#5 VERTd12"OC EF&#5 HORIZ ®12.0C EF B'-01/4. 12" CONC WALL W/ #5 VERT 12"0C EF & #5 L HORIZ ®12"OC EF 12" CONC WALL-W/ VERT®12°0C Er &# HORIZ ®12"OC EF CC STL STAIR PER SUPPLIER F20 8" CMU WALL W/ #5 HORIZB48°0C, TYP 1 0" 30'DP THKND SLAB 12. CONC PARTIAL HEIGHT CONC WALL 7 F20 12' CONIC WALL W/ #5 V RT 1#1207C EF&#5 H RIZ 012"OC EF,TYP A ONG GRID C.10, UND TOP REINFORCING SCHEDULE MARK QUANTITY REINFORCING LENGTH SPACING REMARKS 1T #5 12'0C W/STD HOOK, TYP AT SLAB EDGE 2T #5 CTRD OVER WALL #5 10'-0' W/2#0' STAGG, WI STD HOOK AT SLAB EDGE 4T 10 #5 10'-0' W/2"0'STAGG, W/ STD HOOK AT SLAB EDGE 5T 12 #5 10'0' W/ 2'-0' STAGG. W/STD HOOK AT SLAB EDGE 6T #8 12.0C LENGTH PEP PLAN #8 6'0C LENGTH PER PLAN #6 12'-0° W/2'-0°STAGG, W/STD HOOK AT SLAB EDGE 9T 16 #5 12'00° W/ 200' STAGG, W/ STD HOOK AT SLAB EDGE 10T #5 12'-0° 12°0C W/2'-0' STAGG, W/STD HOOK AT SLAB EDGE BOTTOM REINFORCING SCHEDULE MARK QUANTITY REINFORCING LENGTH SPACING REMARKS 1B 44 36'0C EW, TYP OVER ENTIRE SLAB 28 #4 24'0C ADDL 3B 2 #10 4.0C LENGTH PER PLAN 48 #9 6'0C LENGTH PER PLAN 5B 6B — 6'0C 12.0C LENGTH PER PLAN LENGTH PER PLAN 7B 4 14010 12.0C BB 12'O' 6'0C TYP AT EA COL 9B 6 40'0' W/STD HOOK AT END 108 4 10'-0° 4'0C W/ STD HOOK AT SLAB EDGE F20 16' CONC MAT SLAB ON GRADE PER PLAN NOTES T/SL4B 28-0' .... TYP AT INT COL 30"OP THKND SLAB 30' F24 CD l F20 80"DP THKND SLAB /— 12' CONC WALL W/#5 / 008088"OC EF & #5 HORIZ B WOG EF 20"DP THKND SLAB 12. GONG WALL W/ #5 VERT ®12"OC EF & #5 HOR/Z ®12"OC EF uL .®OB�i���K�L AI AI TOP AND BOTTOM REINFORCING SCHEDULE MARK QUANTITY REINFORCING LENGTH SPACING REMARKS 1TB 2 #5 CONT 4.0C TYP AT UNSUPPORTED SLAB EDGE 2T8 — #5 — — 3TB 10 #5 — — W/2'-0°STAGG, W/ STD HOOK AT SLAB EDGE 4TB 6 #10 — 4°OC LENGTH PER PLAN 5T8 4 #9 32'-0" 4°OC 6TB 2 #9 — 4°0C LENGTH PER PLAN 7T8 3 #8 — 12'0C TYP AT MAT SLAB PERIMETER 8TB — #8 — 16'OC TYP AT MAT SLAB 9T8 — #5 — 12'0C W/COUPLERS PER 5/S402 10T8 — #6 16-0' 12'0C 4/S4.02 11T0 — #5 10'-0' 12'0C THICKENED SLAB SCHEDULE TYPE SIZE REINFORCING COMMENTS LENGTH WIDTH DEPTH FIB 10'-0' 10'-0' 1'fi' #8B®12.0C EW 1 F20 12'-0° 12'-0' ('-8° #BB CO 12.0C EW 1 F22 14'-0' 1400' 1'-10° 480@ 12.0C EW 1 F24 14'-0' 1400' 2'-0' #86©12'0C EW 1 NOTES: 1. REINFORCEMENT IS IN ADDITION TO THE TYPICAL BOTTOM MAT. A° CONC SLAB W/ #4 ®1E00C EW CTRD OVER RIGID INSULATION PER PLAN NOTES 12" CONC WALLu✓ #4 818"0C EW, ES FOUNDATION PLAN NOTES: 24'DP THKND SLAB STL STAIR PER SUPPLIER sr 0016054 B ib'UC n. ALL CMU WALL W/ #5 V=RT®32"0C&(21#4 HORIZ © 48.0C, TYP STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01, S0.02. SD 03 AND S0.04. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. e. 3. CONTRACTOR SHALL LOCATE AND VERIFY THE FOLLOWING WITH OTHERS PRIOR TO POURING CONCRETE: ALL DOOR OPENINGS IN FOUNDATION WALLS; DRAINS AND SLOPES; BLOCKOUTS FOR (POOLS. SPAS, FREEZERS, 9. COOLERS, PLUMBING, SPRINKLERS AND HVACI. ALL DUCTS, CHASES AND PIPES PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. TOP OF SLAB IT/SLAB) ELEVATION ASSUMED 28'-0°. FOR ACTUAL T/SLAB ELEVATION REFER TO CIVIL AND ARCHITECTURAL DRAWINGS. PROVIDE 6 MIL VAPOR BARRIER BELOW SLAB AT INTERIOR SPACES. PROVIDE FREE - DRAINING GRANULAR FILL PER GEOTECH REPORT. MAT SLAB SHALL BEAR ON IMPROVED SOIL PER GEOTECH REPORT AS NOTED IN THE STRUCTURAL GENERAL NOTES. CJ INDICATES CONSTRUCTION JOINT PER PLAN TO BE COORDINATED WITH CONTRACTOR, REFERENCE 15/S3.02. \\// w INTERCEPTOR, GREASE ERCEPTOR, /\I VERIFY SIZE& DEPTH F18 30"DP THKND SLA TYP AT INT CO( 600S210'43 ®24°OC, TYP A# EXT, UNO 46'DP THKND STAB TAP AT VENEER CC 11 Ark, PAT VENEER 1 CC1 TIIYP AT EXi COL 8 3/ PAT STUD MATCHLINE PER 51 01A 12° CONC WALL W/ #6 VERT ©12'0C EF & #6 HOW ®12"0C EF MOISTURE PROOF ALL CONCRETE STEM AND BASEMENT WALLS PER ARCHITECT. STEEL STAIRS SHALL BE BIDDER -DESIGNED. UNO. APPLICABLE DESIGN REQUIREMENTS PER STRUCTURAL GENERAL NOTES. TYPICAL DETAILS PER: 17/53.01 20/S3.01 4/S3 02 5/S302 9/S3 02 10/S3.02 13/S3,02 14/S3 02 14 &19/S4 02 17/S5.02 STANDARD HOOKS AND BAR BENDS TYPICAL LAP SPLICE SCHEDULE TYPICAL CONCRETE WALL OPENING REINFORCEMENT TYPICAL LAP SPLICE SCHEDULE IMASONRYI TYPICAL REINFORCING IN CMU WALL TYPICAL BASE PLATE CONFIGURATIONS CMU LINTEL, SILLS, AND BOLD BEAMS TYPICAL CMU CONTROL JOINT DETAIL TYPICAL COLUMN SECTIONS EXTERIOR NON -LOAD BEARING STUDS 0 REVIEWED FOR CODE•: COMPLIANCE? APPROVED APR 0 9 2010 ev. ' uila Pkv4R ' ROOF „ LEVEL 7 , LEVEL 6 LEVEL 5 LEVEL 4 LEVEL 3 S LEVEL2 LEVEL 1 S NOTE: DARKENED LINES DESIGNATE AREA OF WORK. 1938 Fairview Avenue East sm.r. too Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 r ty f1 fN584669 se 707 W 2nd Avenue Spokane, Washington 99201 P: (509) 455.4448 www.tici-engineers.cam CIVIL / ST FiUCTU RA ®vmyight10/2017 ".."w rnalo onvez 01n.lrn corm rnel project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan ,.. ubmi0a15/revisio BUILDING PERMIT SET 10.31.17 FOUNDATION ONLY PER IT 12.06. STRUCTURAL RESUBMETA 12. TRUCTURALRESUBMITTA LEVEL 1 FOUNDATION PLAN - SOUTH drawing information DATE 12.06.17 SCALE As indicated DRAWN BSD JOB# 17041-0175 copyright om'r nrMer Kane sheet number S1.01 B LEVEL 1 FOUNDATION PLAN - SOUTH SCALE: 1/9'= I'0' HS12x2 T/STL= 38'-10",TYP AT PERIMETER =Ax6xi/ T/STL = TYP AT INT Nr i HSS4x4x1/4 N W/ 8P 1/2' PER EMBED PL PER 1/S4.03 HS54x4x1/4 W/ BP 1/2' PER EMBED PL PER 1/54.03 STLPPLSTIERAIR PER SU 8x6x1/4 T/PARTIAL HEIGHT CONC WALL= CC1 600520043 8 24"06, TYP AT EXT, UNO 5505162-54 016'OC STUD WALL cc STL STAIR . I TYP AT PER SUPPLIER •z. ,r�iii CMU 3T 3T (SR1 TYP OPNG REINF 12' CONC WALL W/#6 VERT 0112"OC EF & #6 HORIZ 012'0C EF 8" PARTIAL HEIGHT CONC WALL W/#5 VERT @ 12"OC & #4 HORIZ012°0C -600.9200,43,0 44"18P, TYP AT EXT, UNO- 12" CONC WALL W/#5 _-- 2'OCEF&#5 8861Z0�-g HORIZ®10"£3C EF z/-8"CMU WALL W/#5 / VERT®32°0C & 12)#4 ✓ HORIZ®48"OC,TYP (681) TYP AT ArFV6MU 1,. TYP AT CONC COL P 1T CONE WALL 12' CONC WALL W/ #5 VERT®12"OC EF &#5 HORIZ 8910'06 EF 9' P-T CONC SLAB PER PLAN NOTES T/SIAB CJ (INTERMEDIATE STRESSING JOINT) TOP REINFORCING SCHEDULE MARK QUANTITY — REINFORCING #5 LENGTH SPACING 12'0C REMARKS W/STD HOOK, TYP AT SLAB EDGE 21 — #5 CTRD OVER WALL TOP AND BOTTOM REINFORCING SCHEDULE ARK 1T8 2TB QUANTITY 2 REINFORCING 85 LENGTH SPACING REMARKS CONr 4'0C TYP AT UNSUPPORTED SLAB EDGE 3T 8 10 #5 #5 10'-0 10'-0' W/2'-0'STAGG, W/STD HOOK AT SLAB EDGE W/2'-0'STAGG, W/STD HOOK AT SLAB EDGE 3T8 10 #5 4T8 6 #10 — 4'0C LENGTH PER PLAN — W/ 2'-0' STAGG, W/ STD HOOK AT SLAB EDGE 5T 6T 12 #5 #8 10'-0' 12'OC W/2'-0' STAGG,W/ STD HOOK AT SL,B EDGE LENGTH PER PLAN 7T #8 6'OC LENGTH PER PLAN 8T 14 #6 12'-0° WI 2'-0' STAGG, W/STD HOOK AT SLA8 EDGE 9T 16 #5 12'-0° W/2'A' STAGG. W/STD HOOK AT SLAB EDGE 10T — #5 12,0° 12'0C W/2'-0' STAGG, W/ STD HOOK AT SLAB EDGE BOTTOM REINFORCING SCHEDULE MARK QUANTITY REINFORCING LENGTH SPACING REMARKS 10 #4 360C EW,TYP OVER ENTIRE SLAB 2B 24'0C ADOL 38 2 #10 — 4'0C LENGTH PER PLAN 4B MO LENGTH PER PLAN 5B 6'0C LENGTH PER PLAN 68 #8 — 170C LENGTH PER PLAN 78 #4 12.0C — 86 45 12'-0' 6.0C TYP AT EA COL 98 6 #5 40'-0' — W/STD HOOK AT END 108 4 10'-0' 4.0C W/ STD HOOK AT SLAB EDGE 6 TTB 8TB 9T8 0TB TB 2 3 #9 #9 #8 #8 #5 #6 32'-0' 4'0C 4'0C LENGTH PER PLAN 12'0C TYP AT MAT SLAB PERIMETER 16'0C TYP AT MAT SLAB 12.0C W/ COUPLERS PER 5/S402 15'-0° 170C 4/S4,02 10'-0' 120G 3T M( SR4) 8' CMU WALL W/ #5 VERT®32"OC & 121#4 HORIZ 048"0C. TYP 8'-0"Wx12"DP , 7HKN0 SLAB MILD REINFORCING PLAN NOTES: HS$12x6x1/4 T/$TL = 38' P ATIN7 H5S12x6x1/2 H5512x6x S403 TYP AT RAILING ( SR1 T/STL=38'-10", TYP AT PERIMETER 12" CONC WALL W/ #5 VERT 812°0C EF & #5 HORIZ 8 12'OC EF /�800 W0113'DP TYP OPNG REINF HSS12x6x12 P AT RAILING 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01, S0.02, S0.03 AND 50.04 VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. 3. POST -TENSIONED TENDON LAYOUT SHALL 8E PER POST -TENSIONED FRAMING PLAN. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND STAGING OF ALL SHORING AND RESHORING. SHORING PLACED BENEATH SLAB CLOSURE POURS SHALL NOT BE REMOVED UNTIL CLOSURE POUR CONCRETE HAS REACHED SPECIFIED STRENGTH. 5. STRUCTURAL SLAB THICKNESS AND TOP OF STRUCTURAL SLAB ARE AS SHOWN ON PLAN. 6. COLUMN OR WALL OVER -POURS INTO POST -TENSIONED SLABS SHALL NOT BE GREATER THAN 1/2° MAXIMUM. REMOVE ANY EXCESSIVE COLUMN OR WALL OVER -POURS PRIOR TO PLACING REINFORCING BARS AND POST - TENSIONED TENDONS. IT IS NOT PERMITTED TO INSTALL DRILL -IN ADHESIVE OR MECHANICAL ANCHORS, CUT OPENINGS IN OR CORE THROUGH POST -TENSIONED SLAB WITHOUT PRIOR WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD. ALL BUILDING SYSTEMS: MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION SHALL PLACE DUCTS. CHASES, PIPES OR PIPE SUPPORTS, CONDUIT SLEEVES AND HANGER INSERTS, ETC INTO THE POST -TENSIONED SLAB PRIOR TO PLACING CONCRETE. 8. REINFORCING SHALL BE SUPPORTED TO MA/WAIN PROPER POSITION IN THE SLAB. FOR PERMIT These drawings ere sufficiently complete for submission to the jurisdiction having authority for permit. The Contractor shall notuse these drawings for construction until Contractor receives written approval for use in commotion by the jurisdiction having authority and DCl Engineers. 600'200-43 0 24'OC. TYP •TEXT, UND TYP AT CONC COL ( s83 T/PART AL HEIGHT CONC WALL = 41'-9. 8" PARTAAI- HEIGHT CONC WALL W/ #5 VERT 012'OC & #4 HORIZ 012.0C MATCHLINE PER 51028M 8'-O'Wx12"DP 9. PROVIDE TYPICAL BOTTOM MAT REINFORCING EACH WAY OVER ENTIRE SAB PER PLAN. 10. PROVIDE CLEAR COVER PER GENERAL NOTES FOR ALL TOP AND BOTTOM REINFORCING, EXCEPT AT TENDONS WITH 1 1/4' TOP COVER, USE 1 1/4" TO ALIGN REINFORCING WITH TENDONS. tt. AT DROP BANDS, SPLICE BOTTOM STEEL AT COLUMNS AND TOP STEEL MID -SPAN PER LAP SPLICE SCHEDULE, 12. CONTRACTOR TO COORDINATE EMBED PLATES REQUIRED FOR STAIRS, GUARDRAILS, INTERIOR AND EXTERIOR WALLS, WINDOW WASHING ANCHORS, ETC. 13. WOOD STUD, SHEAR WALL AND HOLD-DOWN REQUIREMENTS PER STUD AND SHEAR WALL PLAN. CONTRACTOR TO COORDINATE ALL EMBED REQUIREMENTS FOR INSTALLATION OF HOLD-DOWNS AND SHEAR WALL ANCHORS OR EMBEDS. 14. TYPICAL DETAILS PER: 20/$3 01 TYPICAL LAP SPLICE SCHEDULE 54.01 TYPICAL POST -TENSIONED DETAILS S4.02 TYPICAL STUDRAIL DETAILS AT COLUMNS 5/S4 02 SECTION AT CRANE/PLACING BOOM BLOCKOUT 17/S5.02 EXTERIOR NON -LOAD BEARING STUDS REVIEWED FOR 1 ]CO E APPROVEDNCE'. APR 03 2010 �PI? PINTIANPIV181or+r ROOF LEVEL LEVEL LEVEL 5 LEVEL 3 LEVEL2 lJOTE: DARKENED LINES DESIGNATE AREA OF WORK. URBALO ARCHITECTURE URDAN1RURAL 1938 Fairview Avenue East SUITE100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license 0 lk F, p con tent logo 7;�w 707 W 2nd Avenue7 seR Spokane, Washington 99201 I P: (509) 455-4448 www.dci engineers.corn CrV1L / STRUCTURAL ®Copy project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan 1 \t BUILDING PER 6MIT ET 1031,17 FOUNDATION ONLY PERM6T F1 12.06.17 STRUCTURALRESUBMRTAL S1 1218.17 STRUCTURAL RESUBMITTAL S 01.1O.18 drawing title LEVEL 2 MILD REINFORCING PLAN - NORTH drawing information DATE 12.06.17 SCALE As indicated DRAWN BSD JOB N 17041,0175 0 OM koala Igo I. copyright tg .01 street number S1.02A LEVEL 2 MILD REINFORCING PLAN - NORTH SCALE: 1/8' = 0 @ 196310' FOR PERMIT These drawings ern sufficiently complate ...mission to the 106k:ion having authority f or Petnit The Contractor shall not use these drawing, tor constmetionte61Cansnttor rots,. *nen nnisionni tor uss in con0h6ion the isi96,693 .0,9 616669. 0. 666ants URBALO ARCHITECTURE URBANIRUDAL pMEAT,076 R (3) DIST T @ 3' 6.0C 13101 04-0 ita0 1/4. 19a6. 30(-0" NDONS TENDONS '111116:11111MIL=MI 20332 2.3 Z./ ADDL TENDONS P-T CONC SLAB PER PLAN NOTES T/SLAB H 39a0f CJIINTERMEDIATE STRESSING 101N7) 10 1/2 111"1111 on en 0 7 1/2 - • - TENDONS (21 ADDL N8 CG VARIES UNIFORMLY ALONG THIS LINE 12) ADDL TENDONS 0-0"VV812"DP SEAR BAND (2) Aux TENDONS 1/2 POST -TENSIONED FRAMING PLAN NOTES: 1, 2. 4, 5. (2) ADDL TENDONS 13IADDL 7069980 CG V RIES UNIFORMLY ALOT G THIS LINE CG VARIES UNIFORMLY ALONG THIS LINE 1 1/2 1 1/2 STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01, S0.02, S0.03 AND S0.04. 9 VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. MILD REINFORCING BAR LAYOUT SHALL BE PER MILD REINFORCING PLAN. WALL DIMENSIONS, SLAB OPENING DIMENSIONS AND SECTION CUTS SHALL BE PER MILD REINFORCING PtAN. 11, CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND STAGING OF ALL SHORING AND RESHORING. SHORING RACED BENEATH SLAB CLOSURE POURS SHALL NOT RE REMOVED UNTIL CLOSURE POUR CONCRETE HAS REACHED SPECIFIED STRENGTH. 6, STRUCTURAL SLAB THICKNESS AND TOP OF STRUCTURAL SLAB ARE AS SHOVVN ON PLAN, 7. COLUMN OR WALL OVER -POURS INTO BOST-TENSIONED SLABS SHALL NOT BE GREATER THAN 1/2" MAXIMUM. REMOVE ANY EXCESSIVE COLUMN OR WALL OVER -POURS PRIOR TO PLACING REINFORCING BARS AND POST - TENSIONED TENDONS. 8. DO NOT INSTALL DRILL -IN ADHESIVE AND EXPANSION ANCHORS IN THE POST -TENSIONED SLAB. DRILLING INTO POST -TENSIONED SLAB WITHOUT APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD IS NOT PERMITTED. ALL BUILDING SYSTEMS: MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECHON SHALL PLACE DUCTS, CHASES, PIPES OR PIPE SUPPORTS. CONDUrt SLEEVES AND HANGER INSERTS, ETC INTO THE POST -TENSIONED SLAB PRIOR TO POURING THE CONCRETE. 2 8 3/4' / 3 1/2 83016/612t0P r SLAB BAND MEARsT elkl NBE ,p . ADDITIONAL SHAFTS MAY BE LOCATED AFTER THE SLAB IS POURED IF APPROVED BY THE STRUCTURAL ENGINEER OF RECORD AND COORDINATED WITH THE GENERAL CONTRACTOR. 10. TENDONS STRESSING SEQUENCE PER GENERAL NOTES, STRESS A MINIMUM OF (2) TENDONS AT SLAB EDGES PERPENDICULAR TO THE BANDED TENDON ENDS BEFORE BANDED TENDONS ARE STRESSED. HORIZONTAL SWEEP OF THE TENDONS SHALL NOT BE GREATER THEN 1,6. TENDONS VVITH HORIZONTAL SWEEP GREATER THAN 1,6 SHALL BE REVIEWED BY THE ENGINEER -OF -RECORD FOR TENDON SPACING AND ADDITIONAL REINFORCING REQUIREMENTS PRIOR TO PLACING CONCRETE. 12. ENCAPSULATION REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 13, TYPICAL DETAILS PER: sgoi 9 & 10/S4.01 1/S4.01 6/S4,01 5/34.02 15/S4.02 20/S4.02 walcAL POST -TENSIONED DETAILS TYPICAL POST -TENSIONED ANCHOR DETAILS TYPICAL SLAB OPENING AT POST -TENSIONED FLOOR TYPICAL SLAB TENDON PROFILE SECTION AT CRANE/PLACING BOOM BLOCKOUT TYPICAL POST -TENSIONED CONSTRUCTION JOINT DETAILS SLAB AND SOFFIT STEP DETAIL I , "t7'D ' REVIEWEDCOoss vI APPROVED APR 3 209 Narltalk6K. ROOF to LEVEL 7 LEVEL 5 4 LEVEL 4 4 LEVEL 3 to. LEVEL 2 LEVEL 1 NOTE: DARKENED LINES DESIGNATE AREA OF WORK. 1938 Fairview Avenue East SU iTE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license ancnrsaonse 707 W 2nd Avenue Spokane, Washington 99201 P. (509) 455-4448 www.cici-engineeracom / STIR 0.1,3ipl 10/2017 einanam Convent= Inn /V nigh. Reserved FEESEtaiVeaaireFEL7: project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 BUILDING PERMIT SET FOUNDATION ONLY PERMIT STRUCTURAL RESUSMITTAL STRUCTURAL RESUBMITTAL drawing title LEVEL 2 POST -TENSION PLAN - NORTH drawing information DATE 12.06.17 SCALE A1111950609 DRAWN BSD JOB # 17041-0175 copyright 21116 Woal /Mech., P. ==tils LeL=re r7Z v=GT dm ern r inapor.20 her. la al InsErument of 1.16.v.ecture profeesE. practice st. not to he usEre or 41 I. wOott the mitten weld.. eafUrbak.ernzre, sheet number S1.02AP LEVEL 2 POST -TENSION PLAN - NORTH SCALE: 19' MATCHLINE PER St 02AM 8" PARTIAL HEIGHT CONC WALL VERT 012°0C HORIZ 012"OG T/PARTIAL HEIGHT CONC WALL = 41'-9" HSS8x4x1 8'-0 1/4 E~ 8" PARTIAL HEIGHT VERT WALLW/#5ERT012"DC & #4 f-1 HORIZ012"OC El- WE BEAM TO SLAB PER 16/S4.03 STL STAIR PER SUPPLIER 8' PARTIAL HEIGHT CONC WALL W/#5 VERT 01222C & #4 HORIZO 1210C T/PARTIAL HEIGHT CON WALL=4 co 30'-0" TOP REINFORCING SCHEDULE MARK QUANTITY REINFORCING LENGTH SPACING REMARKS 1T #5 6'-0' 12.0C W/ STD HOOK, TYP AT SLAB EDGE 2T #5 12'-0" CTRD OVER WALL 3T #5 10'-0' W/ 2'-0' STAGG, W/ STD HOOK AT SLAB EDGE 4T 5T 10 12 #5 #5 10'-0° 10'-0' W/ 2'-0' STAGG, W) STO HOOK AT SLAB EDGE W/ 210' STAGG, W/ STD HOOK AT SLAB EDGE 6T #8 12'0C LENGTH PER PLAN 7T #8 6'OC LENGTH PER PLAN 8T 14 12'-0' WI 2'-0° STAGG, W) STD HOOK AT SLAB EDGE 9T 16 #5 12'-0° W/ 2'-0' STAGG, W/ STD HOOK AT SLAB EDGE 10T #5 12'-0' 12'0C W/ 2-0' STAGG. W/ STD HOOK AT SLAB EDGE BOTTOM REINFORCING SCHEDULE MARK QUANTITY REINFORCING LENGTH SPACING REMARKS 1B #4 36°0C EW. TYP OVER ENTIRE SLAB 2B #4 24.0C ADDL 3B 2 #10 4'OC LENGTH PER PLAN 4B #9 6'OC LENGTH PER PLAN 58 #8 6'OC LENGTH PER PLAN 68 #8 12'0C LENGTH PER PLAN ]B #4 14'-0' 12°0C 80 #5 1210' 6'OC TYP AT EA COL 98 #5 W/STD HOOK AT END 10B 4 #8 10'-0' FOG W) STD HOOK AT SLAB EDGE 6' C VER HOR 9° P-T CONC SLAB PER PLAN NOTES T/SLAB= 39'-0' TYP AT CONC COL U WALL W/ #5 0 32.0G &(2)1f4 048.0C, TYP 12" CONC WALL W/ #5 VERT 012"0 EF &#5 HORIZ 012" C EF, TYP ALONG GRID C.10, UNO 0' MI D REINF CONC SLAB 2]' 9" 12" CONC WALL W/ #5 VERT 0170C EF & #5 HORIZ 012"0C EF 36"DP CO CBEAM W/141418B&121#5T W/ #4 STIR PS0 4"0C, EXTE 460" BEY. ND •P G SLOPE DN 36111PCON rFAX1165141- #8B&(21#5T /#4 STIRRUPS O4".C, EXTEND -O'4EY* D S"NG EW CTR OVER RIGID INSULATION PER PLAN NOTES 11.A --^FM-AT- EXT ONGA% WALL® e/nT8HTNNDx'S2LA"DBP 12" CONC WALL W/ #5 VERT012'0C EF &#5 HORIZ 010"0C EF AT LOW LANDING TYP AT CONC WALL 6005200-43024"OC, TYP AT EXT, UNO 195'10" TOP AND BOTTOM REINFORCING SCHEDULE MARK QUANTITY REINFORCING LENGTH SPACING REMARKS 1TB 2 #5 CONT 4'OC TYP AT UNSUPPORTED SLAB EDGE 2T6 - #5 3T6 10 #6 - - W/2'-0'STAGG ,W/STD HOOK AT SLAB EDGE 4TB 6 610 - FOC LENGTH PER PLAN 5TB 4 #9 32'-0° 4'OC 6T3 2 #9 - 4°0C LENGTH PER PLAN ]TB 3 #8 - 128)C TYP AT MAT SLAB PERIMETER 8T8 - #8 - 16'0G TYP AT MAT SLAB 9TB - 65 - 1200C W)COUPLERS PER5/S4.02 10T6 - 66 16'-0' 128)C 4/S4.02 11T6 - #6 1060' 12'0C MILD REINFORCING PLAN NOTES: r1 TYP OPNG REINF T/PARTIAL HEIGHT CONC WALL = B" PARTIAL HEIGHT CONC WALL W/ 65 VERT012'OC& #4 HORIZ 012"OC CC1 HSSex6x1/4 T/ STL = 35'-81 NE' IFY WI DOOR MFR -0"Wx13'DP -KND SLAB PT4810 LEDGER W/ 1211/2"0024.0C 4169" 25'1" 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0 01, SO 02, S0.03 AND S0.04. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. 3. POST -TENSIONED TENDON LAYOUT SHALL BE PER POST -TENSIONED FRAMING PLAN. 4. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND STAGING OF ALL SHORING AND RESHORING. SHORING PLACED BENEATH SLAB CLOSURE POURS SHALL NOT BE REMOVED UNTIL CLOSURE POUR CONCRETE HAS REACHED SPECIFIED STRENGTH. 5. STRUCTURAL SLAB THICKNESS AND TOP OF STRUCTURAL SLAB ARE AS SHOWN ON PLAN. 6. COLUMN OR WALL OVER -POURS INTO POST -TENSIONED SLABS SHALL NOT BE GREATER THAN 1/2" MAXIMUM. REMOVE ANY EXCESSIVE CO W MN OR WALL OVER -POURS PRIOR TO PLACING REINFORCING BARS AND POST - TENSIONED TENDONS. 7. IT IS NOT PERMITTED TO INSTALL DRILL -IN ADHESIVE OR MECHANICAL ANCHORS, CUT OPENINGS IN OR CORE THROUGH POST -TENSIONED SLAB WITHOUT PRIOR WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD. ALL BUILDING SYSTEMS: MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION SHALL PLACE DUCTS, CHASES, PIPES OR PIPE SUPPORTS, CONDUIT SLEEVES AND HANGER INSERTS, ETC INTO THE POST -TENSIONED SLAB PRIOR TO PLACING CONCRETE. 8. REINFORCING SHALL BE SUPPORTED TO MAINTAIN PROPER POSITION IN THE SLAB. l8'-O'Wx12"DP THKND SLAB L CC1 600520043024.00, TYP AT EXf, UNO T/PARTIAL HEIGHT CONC WALL 41'-9" TYP AT CONC COL T/PARTIAL HEIGHT CONC WALL=41'-9" 010 FOR PERMIT These drawings ere sufficiently complete for submission to (hafuristlietian having authority 1or permit The Contractor sha11 not use these drawings for wnstruwon onpl Conaegorreceives wriTen approval for use H consnotton by Gejuristliaion having authorlry and OCl E886693. '-8 3/4" MATCHLINE PER S1 02AM 8" PARTIAL HEIGHT CONC WALL W/ 65 VERT 012.0C & #4 HORI2012"OC 12" CONC WALL W/ #6 VERT 012'0C EF & #6 HORIZ 012.0C EF ft 9. PROVIDE TYPICAL BOTTOM MAT REINFORCING EACH WAY OVER ENTIRE SLAB PER PLAN. 10. PROVIDE CLEAR COVER PER GENERAL NOTES FOR ALL TOP AND BOTTOM REINFORCING, EXCEPT AT TENDONS WITH 1 1/4'TOP COVER, USE 1 1/4'TO ALIGN REINFORCING WITH TENDONS, 11. AT DROP BANDS, SPLICE BOTTOM STEEL AT COLUMNS AND TOP STEEL MID -SPAN PER LAP SPLICE SCHEDULE. 12. CONTRACTOR TO COORDINATE EMBED PLATES REQUIRED FOR STAIRS, GUARDRAILS, INTERIOR AND EXTERIOR WALLS, WINDOW WASHING ANCHORS, ETC. 13. WOOD STUD, SHEAR WALL AND HOLD-DOWN REQUIREMENTS PER STUD AND SHEAR WALL PLAN. CONTRACTOR TO COORDINATE ALL EMBED REQUIREMENTS FOR INSTALLATION OF HOLD-DOWNS AND SHEAR WALL ANCHORS OR EMBEDS. 14. TYPICAL DETAILS PER: 20/S3.01 TYPICAL LAP SPLICE SCHEDULE S4.01 TYPICAL POST -TENSIONED DETAILS 54.02 TYPICALSTUDRAIL DETAILS AT COLUMNS 5/S4 02 SECTION AT CRANE/PLACING BOOM BLOCKOUT 17/S5 02 EXTERIOR NON -LOAD BEARING STUDS ( REVIEWED FOR CODE-CQMPEE APPROVED APR®02016 LEVEL] LEVEL 6 LEVEL 5 LEVEL 4 A LEVEL 3 LEVEL 2 LEVEL 1 NOTE: DARKENED LINES DESIGNATE AREA OF WORK. LEVEL 2 MILD REINFORCING PLAN - SOUTH SCALE: 1/8' =110' 8,d1RB AL BY ARCHITECTURE URGANJRUPRL 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 info@urbalarchitecture.com www,urbalarchitecture.com T 206-257-0972 license p1Goe // Roo y i SS 18161 consultant logo 707 W 2nd Avenue Spokane, Washington 99201 P: (509) 4554446 ww.dei-engineets.com C.vrL / STFt IJCTIJ FtAL ®copygln lam, D'wnaloconvnsannmo. AA R'i.Resenea project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 k yplan t submittals/revisions BUILDING PERMIT SET 10,31.17' FOUNDATION ONLY PERMIT Fi 12.06.17 STRUCTURALRESUBMRTAL Si 1218.17 STRUCTURALRESUBMITTAL �`\ 01.10.18 drawing title LEVEL 2 MILD REINFORCING PLAN - SOUTH drawing information DATE 12.06.17 SCALE As indicated DRAWN 8SD J08 8 17041-0175 08YaLIM nw'wdoonna�.eiss�umwsm aea�miA�al�wwea�itc'. �uro�nl ea pxmm�nmz�i awhNa�aaed�u�auc� sheet number 1.02 These drawings ere FOR PERMIT to for submission to the ryris& onmu<hen until cemreocer receives w4aen ane,o.-ai,or use m cons[ horny for perms. The Contractor shall not use these eta the juristlittion M1anng authori3 one DCI Engineers. ARCHITECTURE U RSANIRURAL MATCHLINE PER 51.02AP L =1. 11^ 71/2 101/2 12/ ADOL TENDONS vz to ai> _______.. __. _.. 2).-0, 25•-0. 16'-13/4° 26'-101/4° v m S } ( 5 ( ^F T 8'-O'Wx12'DP ITe f SLAB BAND 111(2 m i B-0'Wxi3"DP 11/2 101 312 r+, 1012 (2)AD0L TENDONS � 1112 S�.AB BAND 1 1/2 101% -8'-0'Wx12"DP ✓ SLAB BAND i I 11/2 1 1 IIpp _ �© lf" nCl 111/2 (z)ADOL TENDONS C 11/2 i 101R FA' 31/2 Ce 131 DIST 64'-0'03., TENDONS TYP r 31/2 712 2 712 112 712 2 f __ LL 71/2 11/2 < e- 71/2 ---T 11/2 7t 1 312 . i I to /2 9'PTCONC SLAB PER PLAN NOTES v S ^' m — az T/SLAB 3 39-0 LvO z C G9 7,2 5 I 3:1x zohii r 5402 ..,ter. no 71/2 - ._.- <� ,t-- ..i SL`____ P/m al 41/2 ]1(Z -®'r --__- — ( I jj11 - al 7t2 __„ 1 ,12 712 Jam. 11 s I I I71 tBANDED D ei n r revs ri ' TENDONS -1J N rF_-i (3I DIET TENDONS 0330OC— 33/4 712 212 71/2 312 31/2 71/2 lt2 7t/2 5 —_ I I 1 I 1 SLOPE ON _) N _ I - r O 8'-O 1/4" 27'-9" POST -TENSIONED FRAMING PLAN NOTES: 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S001, S002, S003 AND S0.04. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. 3. MILD REINFORCING BAR LAYOUT SHALL BE PER MILD REINFORCING PLAN. 4. WALL DIMENSIONS, SLAB OPENING DIMENSIONS AND SECTION CURS SHALL BE PER MILD REINFORCING PLAN. 5. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND STAGING OF ALL SHORING AND RESHORING. SHORING PLACED BENEATH SLAB CLOSURE POURS SHALL NOT BE REMOVED UNTIL CLOSURE POUR CONCRETE HAS REACHED SPECIFIED STRENGTH. 6. STRUCTURAL SLAB THICKNESS AND TOP OF STRUCTURAL SLAB ARE AS SHOWN ON PLAN, COLUMN OR WALL OVER -POURS INTO POST -TENSIONED SLABS SHALL NOT BE GREATER THAN VT MAXIMUM. REMOVE ANY EXCESSIVE COLUMN OR WALL OVER -POURS PRIOR TO PLACING REINFORCING BARS AND POST - TENSIONED TENDONS. 0. DO NOT INSTALL DRILL -IN ADHESIVE AND EXPANSION ANCHORS IN THE POST -TENSIONED SLAB. DRILLING INTO POST -TENSIONED SLAB WITHOUT APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD IS NOT PERMITTED. ALL BUILDING SYSTEMS: MECHANICAL ELECTRICAL, PLUMBING, FIRE PROTECTION SHALL PLACE DUCTS, CHASES, PIPES OR PIPE SUPPORTS, CONDUIT SLEEVES AND HANGER INSERTS, ETC INTO THE POST -TENSIONED SLAB PRIOR TO POURING THE CONCRETE. 9. ADDITIONAL SHAFTS MAY BE LOCATED AFTER THE SLAB IS POURED IF APPROVED BY THE STRUCTURAL ENGINEER of RECORD AND COORDINATED WITH THE GENERAL CONTRACTOR. 10. TENDONS STRESSING SEQUENCE PER GENERAL NOTES. STRESS A MINIMUM OF 121 TENDONS AT SLAB EDGES PERPENDICULAR TO THE BANDED TENDON ENDS BEFORE BANDED TENDONS ARE STRESSED. 11. HORIZONTAL SWEEP OF THE TENDONS SHALL NOT BE GREATER THEN 1:6. TENDONS WITH HORIZONTAL SWEEP GREATER THAN 1:6 SHALL BE REVIEWED BY THE ENGINEER -OF -RECORD FOR TENDON SPACING AND ADDITIONAL REINFORCING REQUIREMENTS PRIOR TO PLACING CONCRETE. 12. ENCAPSULATION REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 13. TYPICAL DETAILS PER: S4101 TYPICAL POST -TENSIONED DETAILS 9 & 10/S4 01 TYPICAL POST -TENSIONED ANCHOR DETAILS 1/S4.01 TYPICAL SLAB OPENING AT POST -TENSIONED FLOOR 6/S4.01 TYPICAL SLAB TENDON PROFILE 5/S4.02 SECTION AT CRANE/PLACING BOOM BLOCKOUT 15/5402 TYPICAL POST -TENSIONED CONSTRUCTION JOINT DETAI .S 20/S402 SLAB AND SOFFIT STEP DETAIL 3 0017) i.r;lDJ:_ _ i REVIEWED FOR COLJk APPROY€BnL.t APR 03 2016 LEVEL 6 LEVEL 5 LEVEL 4 d LEVEL 3 EVEL 2 LEVELI d NOTE: DARKENED LINES DESIGNATE AREA OF WORK. 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 info@urbalarchitecture.com ww.urbalarchitecture.com T 206-257-0972 /2f0l/24S'j0/ 707 W 2nd Avenue 0/;/2 Spokane, Washington 99201 P t509) 455 4448 www.dci-engineers.com CIVIL_ / STR UCTU RAI_ eGopyrgnt tame nano oyeoma.e re et R'4h s Reserved project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 drawing title LEVEL 2 POST -TENSION PLAN -SOUTH drawing iMormati0n 12.08.17 SCALE As indicated JOB 0 17041-0 copyright sheet number S1.02BP LEVEL 2 POST -TENSION PLAN - SOUTH SCALE. 1/B'.31'.0 T/STL = 4936' MARK 1T 2T 3T 4T 5T 6T 7T 8T 9T 10T QUANTITY 10 12 14 16 SITS) SR5 % PT4x10 LEDGER WI 12/ 12'0 AB 024'0C 1 WOSLA PERFT16/54.0B3 STL STAIR PER SUPPLIER ( so �#5 OOWELS 0 10"OC F PER 19/S4 01 SR5 )L #6 DOWELS 06"OC EF PER 19/S4.01 TYP AT PLANTER ( SITS) TOP REINFORCING SCHEDULE REINFORCING #5 #5 #5 #5 #5 #8 #8 #5 #5 LENGTH 12'-0° 10'-0° 10'-0' 10'-0° 12'60' 12'-0' 1260' SPACING 12°0C 12°0C 6.0C 12"0C REMARKS 4V/ STD HOOK, TYP AT SLAB EDGE CTRD OVER WALL W12'-0' STAGG, W/ STD HOOK AT SLAB EDGE W/ 2'-01 STAGG, W/ STD HOOK AT SLAB EDGE W/ 2'-0' STAGG, W/ STD HOOK AT SLAB EDGE LENGTH PER PLAN LENGTH PER PLAN WI 2'-0' STAGG, W/ STD HOOK AT SLAB EDGE W/ 2'-0' STAGG, W/ STD HOOK AT SLAB EDGE W/ 2'-0° STAGG, W/ STD HOOK AT SLAB EDGE BOTTOM REINFORCING SCHEDULE MARK QUANTITY REINFORCING LENGTH SPACING REMARKS 18 36'0C EW, TYP OVER ENTIRE SLAB 28 #4 24'OC ADDL 38 2 #10 4'OC LENGTH PER PLAN 6'0C LENGTH PER PLAN 58 6'OC LENGTH PER PLAN 68 #8 12°0C LENGTH PER PLAN 78 #4 1460' 12°0C 80 #5 1260° 6'OC TYP AT EA COL 98 #5 40'-0° W/STD HOOK AT END 10B 4 #8 10'-9 4'0C W/ STD HOOK AT SLAB EDGE T STEP #5 DOWELS Pt 8'0 EF PER 19/S4.01 B' CONC PLANTER WALL W/#5 N 12"0C EW, TYP- 12' P-T CONC SLAB PER PLAN NOTES TOP AND BOTTOM REINFORCING SCHEDULE ARK QUANTITY REINFORCING LENGTH SPACIN 7TB 8TB 9T8 10T8 11T0 #8 #6 REMARKS P AT UNSUPPORTED SLAB EDGE W/2'-0 STAGG, W/ STD HOOK AT SLAB EDGE ENGTH PER PLAN ENGTH PER PLAN 12'0C TYP AT MAT SLAB PERIMETER 16°OC TYP AT MAT SLAB 12'0C W/COUPLERS PER 5/S402 1560° 12.0C 4/S4 02 10'-0" 12.0C 12' P-T CONC SLAB PER PLAN NOTES T/SIAB = 4966" TYP AT EA COL ( sus) TYP AT EA COL #5 DOWELS 9 6"OC EF PER 19/S4.01 ( SRO" MILD REINFORCING PLAN NOTES: �-4" SOFFIT STEP 4"SOFFIT STEP 3"SOFFIT STEP ( SRO- 5=6NJKl6'DP StA8 BAND 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S001, S002, S003 AND S004. 9. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. 10. 3. POST -TENSIONED TENDON LAYOUT SHALL BE PER POST -TENSIONED FRAMING PLAN. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND STAGING OF ALL SHORING AND RESHORING. SHORING PLACED BENEATH SLAB CLOSURE POURS SHALL NOT BE REMOVED UNTIL CLOSURE POUR CONCRETE HAS 12. REACHED SPECIFIED STRENGTH. 5. STRUCTURAL SLAB THICKNESS AND TOP OF STRUCTURAL SLAB ARE AS SHOWN ON PLAN. 6. COLUMN OR WALL OVER -POURS INTO POST -TENSIONED SLABS SHALL NOT BE GREATER THAN 12" MAXIMUM. REMOVE ANY EXCESSIVE COLUMN OR WALL OVER -POURS PRIOR TO PLACING REINFORCING BARS AND POST - TENSIONED TENDONS. IT IS NOT PERMITTED TO INSTALL DRILL -IN ADHESIVE OR MECHANICAL ANCHORS, CUT OPENINGS IN OR CORE THROUGH POST -TENSIONED SLAB WITHOUT PRIOR WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD. ALL BUILDING SYSTEMS: MECHANICAL. ELECTRICAL, PLUMBING, FIRE PROTECTION SHALL PLACE DUCTS, CHASES, PIPES OR PIPE SUPPORTS, CONDUIT SLEEVES AND HANGER INSERTS, ETC INTO THE POST -TENSIONED SLAB PRIOR TO PLACING CONCRETE. 8. REINFORCING SHALL BE SUPPORTED TO MAINTAIN PROPER POSITION IN THE SLAB. 11. ( SRS) ( SRA) ( SR5)- FOR PERMIT These drewings ore sulliciemly complete for rvbmisim to the jurisdiction having authority for perm. The Contactor shall nut vse Muse arewivgs for r use In 4..44441, Me judsdlction having authe648nd uel Fneineers. conAnAtion until Contactor receives written a ro MATCHUNE PER 51.038M PROVIDE TYPICAL BOTTOM MAT REINFORCING EACH WAY OVER ENTIRE SLAB PER PLAN. PROVIDE CLEAR COVER PER GENERAL NOTES FOR ALL TOP AND BOTTOM REINFORCING, EXCEPT AT TENDONS WITH 1 1/4° TOP COVER, USE 1 1/4° TO ALIGN REINFORCING WITH TENDONS, AT DROP BANDS, SPLICE BOTTOM STEEL AT COLUMNS AND TOP STEEL MID -SPAN PER LAP SPLICE SCHEDULE. CONTRACTOR TO COORDINATE EMBED PLATES REQUIRED FOR STAIRS, GUARDRAILS, INTERIOR AND EXTERIOR WALLS, WINDOW WASHING ANCHORS, ETC. 13. WOOD STUD, SHEAR WALL AND HOLD-DOWN REQUIREMENTS PER STUD AND SHEAR WALL PLAN. CONTRACTOR TO COORDINATE ALL EMBED REQUIREMENTS FOR INSTALLATION OF HOLD-DOWNS AND SHEAR WALL ANCHORS OR EMBEDS. 14. TYPICAL DETAILS PER: 20/S3.01 TYPICAL 1AP SPLICE SCHEDULE S401 TYPICAL POST -TENSIONED DETAILS S4.02 TYPICAL STUDRAIL DETAILS AT COLUMNS 5/S4.02 SECTION AT CRANE/PLACING BOOM BLOCKOUT 17/55,02 EXTERIOR NON -LOAD BEARING STUDS REVIEWED FOR APPROVED APR052010 Ria ROOF LEVEL LEVEL 6 4 LEVELS Q LEVEL 4 , LEVEL 3 LEVELI , NOTE: DARKENED LINES DESIGNATE AREA OF WORK. LEVEL 3 MILD REINFORCING PLAN - NORTH SCALE: 1/8' = 1'U' URBAL ARCHITECTURE URBANIRt1RAL 1938 Fairview Avenue East SVITE100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license consultant logo , renevne cane 707 W 2nd Avenue Spokane, Washington 99201 R (509)455-4448 ww.dci-engineers.com CIVIL / STRLJ CTIJ RAI_ 00,1.10,017 o'amaloconw.sa,olxnnagx¢ Reserved project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 k Y Plan 4 h.- Il r. 'U ;,r1' ubmittals/revisions BUILDING PERMIT SET 10,31.17 FOUNDATION ONLY AREID STRUCTURALRESUBMITT AL Am= STRUCTURALRESUBMITTAI- A 01.10,18' drawing title LEVEL 3 MILD REINFORCING PLAN - NORTH drawing information DATE 12.06.17 SCALE As indicated DRAWN BSD JOB0 17041-0175 copyright mr4m�u uol ava.r,liui°lo�mmmdm�g inwywma lw.dn, m s lnawmm� d V ma anatwara PI, asnm memo,aull.cat sheet numbero.auc. 1. 1181 BANDED TENDONS— (241 BANDED TENDONS- 1221 BANDED TENDONS 128) BANDED TENDONS (30/ BANDED TENDONS 125) BANDED TENDONS 8'-01/4' 0 2 11 VARY TENDON PROFILE UNIFORMLY ACROSS THIS LINE 151 ADDL TENDONS — 12) ADDL---- TENDONS 121 AOOL TENDONS 12' P-T CONC SLAB PER PLAN NOTES -VARY TENDON PROFILE UNIF RMLY ACROSS THIS It3N5 11 1/4 141 ADDL TENDON (10) ADDL TENDONS POST -TENSIONED FRAMING PLAN NOTES: 612 —412 1 STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01, S0.02, S0.03 AND S0.04 2 VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. 3. MILD REINFORCING BAR LAYOUT SHALL BE PER MILD REINFORCING PLAN. 4. WALL DIMENSIONS. SLAB OPENING DIMENSIONS AND SECTION CUTS SHALL BE PER MILD REINFORCING PLAN. 5, CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND STAGING OF ALL SHORING AND RESHORING. SHORING PLACED BENEATH SLAB CLOSURE POURS SHALL NOT BE REMOVED UNTIL CLOSURE POUR CONCRETE HAS REACHED SPECIFIED STRENGTH. 6. STRUCTURAL SLAB THICKNESS AND TOP OF STRUCTURAL SLAB ARE AS SHOWN ON PLAN. COLUMN OR WALL OVER -POURS INTO POST -TENSIONED SLOBS SHALL NOT BE GREATER THAN 12° MAXIMUM. REMOVE ANY EXCESSIVE COLUMN OR WALL OVER -POURS PRIOR TO PLACING REINFORCING BARS AND POST - TENSIONED TENDONS, 8. DO NOT INSTALL DRILL -IN ADHESIVE AND EXPANSION ANCHORS IN THE POST -TENSIONED SIAS. DRILLING INTO POST -TENSIONED SLAB WITHOUT APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD IS NOT PERMITTED. ALL BUILDING SYSTEMS: MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION SHALL PLACE DUCTS, CHASES, PIPES OR PIPE SUPPORTS, CONDUIT SLEEVES AND HANGER INSERTS, ETC INTO THE POST -TENSIONED SLAB PRIOR TO POURING THE CONCRETE. (231 BANDED TENDONS 5 3/4 FOR PERMIT These drawings are suiflciemly complete for submission to the jurisdiction having eu0orlty for permlt The Contractor shall not use these drawings for conshucpon until Contractor receives written approval for use in construction by the jurisdiction having authority an,/ DCI Engineers. (22 TEE BANDED DONS /////�����(20 BADONDEDNS �TEI� /2 VARY TENDON PROFILE UNIFORMLY ACROSS THIS LINE (2) ADDL TENDONS 8 5'-0.0C -128(BANDED / TENDONS (341 BANDED TENDONS 135) BANDED TENDONS HLNE PERMATC51.03I8P 9, ADDITIONAL SHAFTS MAY BE LOCATED AFTER THE SLAB IS POURED IF APPROVED BY THE STRUCTURAL ENGINEER OF RECORD AND COORDINATED WITH THE GENERAL CONTRACTOR. 10. TENDONS STRESSING SEQUENCE PER GENERAL NOTES. STRESS A MINIMUM OF (21 TENDONS AT SLAB EDGES PERPENDICULAR TO THE BANDED TENDON ENDS BEFORE BANDED TENDONS ARE STRESSED. 11. HORIZONTAL SWEEP OF THE TENDONS SHALL NOT BE GREATER THEM 6. TENDONS WITH HORIZONTAL SWEEP GREATER THAN 1:6 SHALL BE REVIEWED BY THE ENGINEER -OF -RECORD FOR TENDON SPACING AND ADDITIONAL REINFORCING REQUIREMENTS PRIOR TO PLACING CONCRETE. 12. ENCAPSULATION REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 13. TYPICAL DETAILS PER: S4/01 TYPICAL POST -TENSIONED DETAILS 9&10/S401 TYPICAL POST -TENSIONED ANCHOR DETAILS 1/S4.01 TYPICAL SLAB OPENING AT POST -TENSIONED FLOOR I- 6/S4.01 TYPICAL SLAB TENDON PROFILE 5/S4 02 SECTION AT CRANERlACING BOOM BLOCKOUT 15/S4.02 TYPICAL POST -TENSIONED CONSTRUCTION JOINT DETAILS: 20/S4.02 SLAB AND SOFFIT STEP DETAIL REVIEWED FOR (,'C7tJK-t.V01'LIArvt.t1 APPROVE') APR P 0 2010 NOTE: ROOF s LEVEL 1 B LEVEL 6 LEVEL 5 d LEVEL 4 , LEVEL 3 LEVEL 2 DARKENED LINES DESIGNATE AREA OF WORK. LEVEL 3 POST -TENSION PLAN - NORTH SCALE: 1/8' =1'-0' UR : ARCHITECTURE US3ANIRURAL 1938 Fairview Avenue East score too Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license r\(3 T naCRC consultant logo �� �nwxwva 66 ".3® 707 W 2nd Avenue' Spokane, Washington 99201 P. (509)4554448 www.dckengineers.com CIVIL / STRUCTURAL ®cop project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 ey Pl submiitalsfrevisions I BUILDING PERMIT SET 10.31.17 FOUNDATION ONLY PERMIT/Fi\12.06.17 STRUCTURALRESUBMITTAL 91 12.18.17 I STRUCTURAL RESUBMITTAL S 01.10.16 I drawing title LEVEL 3 POST -TENSION PLAN - NORTH drawing information DATE 12.06.17 SCALE Ase1cheated DRAWN BSD JOB# 17041-0175 copyright MaING.Iclura,P.resenes co., w M e nmPwwalights wanmmtumaa cia«wrepuCs s� word annhimmmau�miusm depucpmi e " ua 1e sheet number FOR PERMIT These drawings eresu6inemiy complete formbmissian to the jurisdiction having autarky Kr porn/KPH Contractor ail not use these Hams, for trvrn conson until Conractor receives written approval for use in communion by Ue jurisdiction loving 0204 end DsI Engineers. MATCHLINE PER S1.038W 2x6 STUDS 0150C BOLT -ON BALCONY BY OTHERS J 6x8 POST TYP AT BOLT -ON BALCONY \ 3500T ® 2\M2 ® 29.75T ® 3500T /© 2W2 ® 2975T / 2.75T 2 2 5T ® 4.25T ©2W2 fi� 3415T` 6x8 POST TYP AT BOLT -ON BALCON L L 3450T 3500T.n 2 2 ® 3500T 134.50T ®2W2 ® 34.50T O 27,25T HSS4x4x1/4 HS54x4x1/4 8 4� WO 34.50T 27,251 2W2 H554x4x1/4 `HSS5x5a3B ® 29.75T 2W2 29.75T ® HSS4x4x1/4 HSS4x4x1/4 HSS4x4x1/4 27 HSS4x4x1/4 HSS5x5130 HSS5x5x1/4 STUD BEARING WALL SCHEDULE LEVEL CORRIDOR WALL PARTY WALL INTERIOR UNIT WALL EXTERIOR WALL 7 246016100 224CO 1610C 22401610C 246016"01 6 2x6 016"0C 244016550 224016"050 246016"01 5 246016"0C 244012"01 (21 2x4 0 161'0C 246016"01 4 246016"OC (2)244016.00 (2)244016"00 246016"01 3 246016"0C (21244016"01 (2) 2x4012.0C OR (2) LSL112731/2016"OC 2x6016"OC HSs4x4x1 STUD AND SHEAR WALL PLAN NOTES: C HSS4x4x1/4 �HS54x4x1(4 SS4x4x1/4 2 }HSS4x4x1/4 H554x4x1/4 HSS4x4x1/4 Hg4S424s11/4 i-HSS4x4x1/4 [H554x 1/4 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01, 5002,50.03 AND S004, LUMBER GRADE PER STRUCTURAL GENERAL NOTES. 3, BALLOON FRAME ALL WALLS GREATER THAN ONE LEVEL 10'-0" WITH 12) 24 0( 16"0C. 4, ALL INTERIOR NON -BEARING, NON-STRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES, 5, HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BYO) TRIMMER AND (1) KING STUD MINIMUM, UNO. WHERE MORE THAN 11) TRIMMER IS REQUIRED, THE NUMBER OF TRIMMER STUDS SHALL BE NOTED THUS: TRIMMERS TO BE CONTINUOUS TO THE FOUNDATION. POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING. u 0 6. BEAMS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY 12) BUNDLED STUDS MINIMUM, UNO, WHERE MORE THAN 12/ BUNDLED STUDS ARE REQUIRED, THE NUMBER OF BUNDLED STUDS SHALL BE NOTED THUS: . BUNDLED STUDS TO BE CONTINUOUS TO THE FOUNDATION. POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING. 0 7. SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 19/S5.01. 8. AT STAGGERED STUD WALLS, BUNDLED STUDS, TRIMMER STUDS, KING STUDS AND SHEAR WALL COMPRESSION STUDS ARE TO MATCH THE WIDTH OF THE WALL PLATES, 8 2W2 2W2 16 25.00 LJ 23.501 2W2 23.50T 23,50T 4 2W2 14 2350T BOLT -ON BALCONY BY OTHERS MATCHLINE PER 51 03BN X.XT O 9. RC INDICATES TENSION BER OF S REQUIREDSTUDS REQUIRED KIPS). LOADS SHOWN ARE AT ACE HAICELEVEL(ASDE CIRCLED NUMBER INDICATES NUMBER OF STUDS REQUIRED FOR TDS HOLD-DOWN, PLACE HALF OF EACH SIDE OFTDS. 10. TYPICAL HOLD-DOWN ELEVATION PER 6/S403, 4/S5,01 AND 9/S5.01. 11. ANCHOR BOLTS TO BES/8"DIAx 7" MINIMUM EMBEDMENT PER 4/S4.04. PROVIDE HOT -DIPPED GALVANIZED ANCHOR BOLTS AT PRESSURE -TREATED SILL PLATES, 12. BEARING WALLS HAVE BEEN DESIGNED TO BE FULL BRACED BY GYPSUM AND WOOD SHEATHING. IF TOP DOWN FINISH IS DESIRED, THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING THE UNBRACED CONDITION OF THE STUDS UNTIL THE SHEATHING IS APPLIED, 13. TYPICAL DETAILS PER. 1/S5.01 TYPICAL INTERIOR STAIRWELL ELEVATION 3/S5.01 TYPICAL STUD WALL OPENING (HEADER) DETAIL 5/S5 01 TYPICAL TOP PLATE SPLICE DETAIL 10/S5.01 TYPICAL SHEAR WALL ELEVATION 4/S5.02 NON-STRUCTURAL PARTITION WALL CONNECTION II -JOIST] 15/S5.03 TYPICAL HOLES AND NOTCHES IN WOOD STUDS / INDICATES LOCATION OF HOLD-DOWN REVIEWED FOR CODE t-OMPLTANCE APPROVED APR S32010 iU�]11V���IV��kicr i NOTE: ROOF LEVEL 7 , LEVEL 6, LEVEL 5 LEVEL 4 LEVEL 3 LEVEL 2 LEVEL1 4 DARKENED LINES DESIGNATE AREA OF WORK. LEVEL 3 STUD AND SHEAR WALL PLAN - NORTH SCALE: 1/8'=1'-0. UR I A L !y ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license consultant logo 3275/Do00IE S03', 707 W 2nd Avenue Spokane, Washington 99201 P: (509) 455-4448 www.dciengineers.com CIVIL / STRUCTU RAL1i ®Cap eesmN STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 ' 1 _KeYR! JA.N ) 5 2u3 /j1ETCi4, submittals/revisions tlrawing title LEVEL3 STUD AND SHEAR WALL PLAN - NORTH DATE 12.06.17 SCALE As indicated DRAWN BSD FOR PERMIT Theca drawings are wxicientlycomplete for wbmission to the jurisdiction having authority for perm.. The Contractor shall nmuxefM1exe drawings for mn.cbon until Contractor receives written approvet for use in constmction bytbe juristligion having auhority antl nCl Engineers. URBALO ARCHITECTURE URBANIRURAL MATCHUNE PER Si 037iM T/STL= 4916° SR5 ( SR5) PT4x10 LEDGERW/ 12f 12°0 ®24.0C ( SR7 WFSRSLAB_ PER 16/S4.03 STL STAIR PER SUPPLIER TOP REINFORCING SCHEDULE MARK QUANTITY REINFORCING LENGTH SPACING REMARKS #5 12'OC W/ STD HOOK, TYP AT SLAB EDGE 2T #5 12'-0° GIRD OVER WALL 3T #5 10'-0' W/ 290' STAGG, W/ STD HOOK AT SLAB EDGE 4T 10 #5 10'-0' W/ 210° STAGG, W/STD HOOK AT SLAB EDGE 12 #5 10'-0' W/ 260° STAGG, W/STD HOOK AT SLAB EDGE 12.0C LENGTH PER PLAN 6.0C LENGTH PER PLAN 1210' W/ 2'-0° STAGG, W/ STO HOOK AT SLAB EDGE 16 #5 W/ 210° STAGG, W/ STD HOOK AT SLAB EDGE 10T #5 12'0' 12'OC W/ 210' STAGG. W/ STD HOOK AT SLAB EDGE BOTTOM REINFORCING SCHEDULE MARK QUANTITY REINFORCING LENGTH SPACING REMARKS 1B #4 36.0C EW, TYP OVER ENTIRE SLAB 2B 24'OC A0DL 3B 2 #10 4'0C LENGTH PER PLAN 4B 6'OC LENGTH PER PLAN 5B #8 6'0C LENGTH PER PLAN 6 #8 12°0C LENGTH PER PLAN 7B 14'-0' 12'OC 86 #5 12'.? 6'OC TYP AT EA COL 98 6 #5 40'-0' W/STD HOOK AT END 10B #8 10'-0' 4.00 W/ STD HOOK AT SLAB EDGE TYP AT PLANTER ( SR7 ) TYP AT EA COL ( sn5) TYP AT CMU BELOW 5� 31 SOFFIT STEP r 3" SOFFIT STEP 13' P-T CONC SLAB PER PLAN NOTES T15LAB =4916' TOP AND BOTTOM REINFORCING SCHEDULE MARK QUANTITY REINFORCING LENGTH SPACING REMARKS 1E9 2 #5 CANT 4.0C PM AT UNSUPPORTED SLAB EDGE 2TB #5 — 3TB 10 #5 — — W/2'-0'STAGG, W/ STD HOOK AT SLAB EDGE 4E8 6 #10 — 4°0C LENGTH PER PLAN 5TB 4 #9 32'-0' 4°OC 6T6 2 #9 — 4'0C LENGTH PER PLAN 7T8 3 #8 — 12°0C TYP AT MAT SLAB PERIMETER 8T8 — #B — 16°OC TYP AT MAT SLAB 9T8 — #5 — 12°0C W/COUPLERS PER 5/S402 1016 — #6 15'O' 12'OC 4/S4,02 11E8 — #5 10'-0' 12'0C 1/6 DOWELS Q 8°0C EF PER 19/S401 1 AT LOW LANDING ( SR7) MILD REINFORCING PLAN NOTES: x10 LEDGERW/ 2) 12°0 ®24OC STL STAIR PER SUPPLIER 5'-6'Wx16°OP SLAB BAND 1, STRUCTURAL GENERAL NOTES, DESIGN CRITERIA ABBREVIATIONS AND LEGEND PER S0.01, S0 02, S0.03 AND S0,04 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. 3. POST -TENSIONED TENDON LAYOUT SHALL BE PER POST -TENSIONED FRAMING PLAN. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND STAGING OF ALL SHORING AND RESHORING. SHORING PLACED BENEATH SLAB CLOSURE POURS SHALL NOT BE REMOVED UNTIL CLOSURE POUR CONCRETE HAS REACHED SPECIFIED STRENGTH. 5. STRUCTURAL SLAB THICKNESS AND TOP OF STRUCTURAL SLAB ARE AS SHOWN ON PLAN. COLUMN OR WALL OVER -POURS INTO POST -TENSIONED SLABS SHALL NOT BE GREATER THAN 1/2" MAXIMUM. REMOVE ANY EXCESSIVE COLUMN OR WALL OVER -POURS PRIOR TO PLACING REINFORCING BARS AND POST - TENSIONED TENDONS. 7. IT IS NOT PERMITTED TO INSTALL DRILL -IN ADHESIVE OR MECHANICAL ANCHORS, CUT OPENINGS IN OR CORE THROUGH POST -TENSIONED SLAB WITHOUT PRIOR WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD. ALL BUILDING SYSTEMS: MECHANICAL, ELECTRICAL PLUMBING, FIRE PROTECTION SHALL PLACE DUCTS, CHASES, PIPES OR PIPE SUPPORTS, CONDUIT SLEEVES AND HANGER INSERTS, ETC INTO THE POST -TENSIONED SLAB PRIOR TO PLACING CONCRETE. 8. REINFORCING SHALL BE SUPPORTED TO MAINTAIN PROPER POSITION IN THE SLAB. MATCHLINE PER St 03A ( SR5 ) 9. PROVIDE TYPICAL BOTTOM MAT REINFORCING EACH WAY OVER ENTIRE SLAB PER PLAN. 10. PROVIDE CLEAR COVER PER GENERAL NOTES FOR ALL TOP AND BOTTOM REINFORCING, EXCEPT AT TENDONS WITH 11/4'TOP COVER, USE 11/0TO ALIGN REINFORCING WITH TENDONS. 11. AT DROP BANDS, SPLICE BOTTOM STEEL AT COLUMNS AND TOP STEEL MID -SPAN PER LAP SPLICE SCHEDULE. 12. CONTRACTOR TO COORDINATE EMBED PLATES REQUIRED FOR STAIRS, GUARDRAILS, INTERIOR AND EXTERIOR WALLS, WINDOW WASHING ANCHORS. ETC. 13. WOOD STUD, SHEAR WALL AND HOLD-DOWN REQUIREMENTS PER STUD AND SHEAR WALL PLAN, CONTRACTOR TO COORDINATE ALL EMBED REQUIREMENTS FOR INSTALLATION OF HOLD-DOWNS AND SHEAR WALL ANCHORS OR EMBEDS. 14. TYPICAL DETAILS PER: 20/S301 TYPICAL LAP SPLICE SCHEDULE S4.01 TYPICAL POST -TENSIONED DETAILS S402 TYPICAL STUDRAIL DETAILS AT COLUMNS 5/S4.02 SECTION AT CRANE/PLACING BOOM BLOCKOUT 17/S502 EXTERIOR NON -LOAD BEARING STUDS REVIEWED FOR APPROVED APR R 5 2010 @IV of kkusllel :UILDINP PiviSIUr+ I ROOF LEVEL 6 LEVEL 5 LEVEL 4 LEVEL 2 LEVELI , NOTE: DARKENED LINES DESIGNATE AREA OF WORK 1938 Fairview Avenue East SUM 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license consultant logo 707 W 2nd Avenue Spokane, Washington 99201 P: (509) 455.4448 www.rki.engineer6.com CIVIL / STRL.JCTLJRAL ®copy,q cungneneume project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 9818B BUILDING PERMIT SET 0.81.17 FOUNDATION ONLY PER \ 1206.17 STRUCTURAL RESUBMBTAL 12.18.17 STRUCTURAL RESOD 01.1 O.18 drawing ti LEVEL3 MILD REINFORCING PLAN SOUTH DATE 12.06.17 SCA As indicated D BS JOB# sheet number S1.03 M LEVEL 3 MILD REINFORCING PLAN - SOUTH SCALE: 1/B' =1'U' FOR PERMIT These drawings ere sufficiently complete for submission to the jurisdiction having Who., for permit. The Ceotrector shall emcee these tlmwings for aonrtrvrnon until Confronter receives wntten approval for use In construction by tie jurisdiction having authority end Rtl Engineer, U R B, ARCHITECTURE URBANIRURAL MATCHLINE PERS1 03AP (25) BANDED TENDONS )28) BANDED TENDONS (25) BANDED TENDONS 03/4 fi HIE 6 1271 BANDED TENDONS 811/4 (171 BANDED TENDONS 2 12 61/2 83/4 2 3/4 8 3/4 2 15 (5) ADM- - TENDONS 12°F PEF -T CONC SLAB PLAN NOTES E ,L 13. P-T CONC SLAB PER PLAN NOTES T/SLAB=49'-6' 12 12 `/35) BANDED TENDONS 63 43(1 4 `-B 12 6 51/2 6 12 12 m 12 12 93/4 12 12 12 101/2 12 8' 0 1/4 o 12 7 3/4 2 POST -TENSIONED FRAMING PLAN NOTES: 1. 3, 5. 6, 33'-0" STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01, S002, S0.03 AND S004 VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. MILD REINFORCING BAR LAYOUT SHALL BE PER MILD REINFORCING PLAN. WALL DIMENSIONS. SLAB OPENING DIMENSIONS AND SECTION CUTS SHALL BE PER MILD REINFORCING PLAN, CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND STAGING OF ALL SHORING AND RESHORING. SHORING PLACED BENEATH SLAB CLOSURE POURS SHALL NOT BE REMOVED UNTIL CLOSURE POUR CONCRETE HAS REACHED SPECIFIED STRENGTH. STRUCTURAL SLAB THICKNESS AND TOP OF STRUCTURAL SLAB ARE AS SHOWN ON PL4N. 7. COLUMN OR WALL OVER -POURS INTO POST -TENSIONED SLABS SHALL NOT BE GREATER THAN 1/2° MAXIMUM, REMOVE ANY EXCESSIVE COLUMN OR WALL OVER -POURS PRIOR TO PLACING REINFORCING BARS AND POST - TENSIONED TENDONS. 8. DO NOT INSTALL DRILL -IN ADHESIVE AND EXPANSION ANCHORS IN THE POST -TENSIONED SLAB. DRILLING INTO POST -TENSIONED SLAB WITHOUT APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD IS NOT PERMITTED. ALL BUILDING SYSTEMS. MECHANICAL, ELECTRICAL PLUMBING, FIRE PROTECTION SHALL PLACE DUCTS, CHASES, PIPES OR PIPE SUPPORTS, CONDUIT SLEEVES AND HANGER INSERTS, ETC INTO THE POST -TENSIONED SLAB PRIOR TO POURING THE CONCRETE, 12 01 1/4 6 20-0° 133) BANDED TENDONS 125) BANDED TENDONS (27) BANDED TENDONS 9. ADDITIONAL SHAFTS MAY BE LOCATED AFTER THE SLAB IS POURED IF APPROVED BY THE STRUCTURAL ENGINEER OF RECORD AND COORDINATED WITH THE GENERAL CONTRACTOR. 10, TENDONS STRESSING SEQUENCE PER GENERAL NOTES. STRESS A MINIMUM OF 12/ TENDONS AT SLAB EDGES PERPENDICULAR TO THE BANDED TENDON ENDS BEFORE BANDED TENDONS ARE STRESSED. 11, HORIZONTAL SWEEP OF THE TENDONS SHALL NOT BE GREATER THEN 1'.6. TENDONS WITH HORIZONTAL SWEEP GREATER THAN 1,6 SHALL BE REVIEWED BY THE ENGINEER -OF -RECORD FOR TENDON SPACING AND ADDITIONAL REINFORCING REQUIREMENTS PRIOR TO PLACING CONCRETE. 12. ENCAPSULATION REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 13. TYPICAL DETAILS PER: S4/01 9& 10/5401 1/S4.01 6/54 01 5/S4.02 15/54 02 20/S4,02 TYPICAL POST -TENSIONED DETAILS TYPICAL POST -TENSIONED ANCHOR DETAILS TYPICAL SLAB OPENING AT POST -TENSIONED FLOOR TYPICAL SLAB TENDON PROFILE SECTION AT CRANE/PLACING BOOM BLOCKOUT TYPICAL POST -TENSIONED CONSTRUCTION JOINT DETAILS SLAB AND SOFFIT STEP DETAIL REVIEWED FOR pa CODE CVMPLIANO-L/ APPROVED APR 03 2010 ROOF LEVEL LEVEL 6 LEVEL 5 0 LEVEL4 LEVEL LEVEL 2 4 LEVEL 1 C NOTE: DARKENED LINES DESIGNATE AREA OF WORK. 1938 Fairview Avenue Fast:enatoo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com r 206-257-0972 license tti E3/ /3 'w 8F/0'09 707 W 2nd Avenue/ Spokane, Washington 99201 P:(509) 455.4448 ww.dci-engineers.com CIVIL / STRUCTURAL ®cnppghl 142017 uawoconvzrsznolzra P. Reserved project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA95188 BUILDING PERMIT SET FOUNDATION ONLY PER STRUCTURALRESUBM/TTAL drawing idle LEVEL 3 POST -TENSION PLAN - SOUTH drawing information DATE 12.06.17 CALE As indicated DRAWN SSD 17041-0175 copyright sheet number S1.03BP LEVEL 3 POST -TENSION PLAN - SOUTH SCALE Ire• = 1'-O 11, FOR PERMIT The. drawings are 7.58.4 colnome for sterniseion the heistlicti. having ave..) for pemet. The 0.....0117. ((se tese drawings for consteetion entil Contractor receives mitten approve) for ((se in cons... by.° 7(5751....17a 710 R .A, ARCHITECTURE UREANIRURAL MEART,ERgwE , 2x6 STUDS 0 160C 2x6 STUDS 01600 a a 8 00 ® 27.25T 2w, ----1.,bAlbSztx4xitzr (17SS45421/4 I /BP 3/4 W/ BP 3/4 0 2725 / 27257 29-x 25T '6,34 50T 2W2 617 2® 6x8 POST 1YP AT BOLT/ON BALCONY 22.00T 34 2ST L L 22.007 74257 ,,,,/66( 2 2 314/75T 0 2W2 34 26T 34.76T a r HSS4x4x1/4 HSS535/71/4 H SS 4 4 x114 01 CD! FIREWALL \ 22.777 r STUD BEARING WALL SCHEDULE LEVEL CORRIDOR WALL PARTY WALL INTERIOR UNIT WALL EXTERIOR WALL 7 2x6 . 16"OC 2x4 ©16'0C 2.1. 160C 2x6 @ 16°0C 6 206 5716°0C 244 (91160C 244 @ 16°0C 246 55 16"C/C 5 2x6 571000 274. 120C (2) 2x4 . 160C 2x6 55 1600 4 2x6 kb 16"0C (2) 22475 100C (21 2x4 57 1610C 246 91160C 3 2x6 57 16(0C 121 2x4@ 16.0C 121 2x4 0/ 120C OR (2/ LSL1 1/223 1/2 (9) 16°0C 2x6 et 1670C 29. OT 22 OOT 2W2 2W2 7 moor FIREVVALL BOLT -ON BALCONY BY OTHERS 195610° STUD AND SHEAR WALL PLAN NOTES: 1 HSS5x5x1 6x8 POST TYP AT BOLT -ON BALCONY a 34 757 ® 27.26T 2W2 0 26 OOT 2W2 26007 r 00 23 50T 2W2 0 23 50T 00 24 00 , 27 007 0 9 33 50T 2W2 33507 / 672 1/2" CD CO 0 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER 50.01, S0.02,S0.03 AND 50.04. 2. LUMBER GRADE PER STRUCTURAL GENERAL NOTES. 3, BALLOON FRAME ALL WALLS GREATER THAN ONE LEVEL 1070° VVITH (2)0457 100C. 4, ALL INTERIOR NON -BEARING, NON-STRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 11. 5, HEADERS SHOWN ON FRAMING RAN SHALL BE SUPPORTED BY DI TRIMMER AND (1) KING STUD MIN(MUM, (.1130. WHERE MORE THAN (1) TRIMMER IS REQUIRED, THE NUMBER OF TRIMMER STUDS SHALL BE NOTED THUS: TRIMMERS TO BE CONTINUOUS TO THE FOUNDATION. POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING. 7,0 6. BEAMS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY 12/ BUNDLED STUDS MINIMUM, UNO. WHERE MORE THAN 12/ BUNDLED STUDS ARE REQUIRED, THE NUMBER OF BUNDLED STUDS SHALL BE NOTED THUS: . BUNDLED STUDS TO BE CONTINUOUS TO THE FOUNDATION. POST -TENSIONED SLAB, BLOCK SOLID AT FLOOR FRAMING, 7, SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR VVALL SCHEDULE 19/05.01. 8. AT STAGGERED STUD WALLS, BUNDLED STUDS, TRIMMER STUDS, KING STUDS AND SHEAR WALL COMPRESSION STUDS ARE TO MATCH THE WIDTH OF THE WALL PLATES. BOLT -ON BALCONY BY OTHERS M,E AR TsHoLN ,I AwE X/Xf 9, / ° INDICATES TENSION LOADS REQUIRED 1121 KIPS). LOADS SHOVVN ARE AT SERVICE LEVEL (ASO). CIRCLED NUMBER INDICATES NUMBER OF STUDS REQUIRED FOR TOS HOLD-DOVVN, PLACE HALF OF EACH SIDE OF TDS. 10, TYPICAL HOLD-DOWN ELEVATION PER 6/S4.03, 4/S5.01 AND 9/S5.01. ANCHOR BOLTS TO BE 5/8. DIA 2 7( MINIMUM EMBEDMENT PER 4/S4.04. PROVIDE HOT -DIPPED GALVANIZED ANCHOR BOLTS AT PRESSURE -TREATED SILL PLATES. 12, BEARING WALLS HAVE BEEN DESIGNED TO BE FULL BRACED BY GYPSUM AND WOOD SHEATHING. IF TOP DOWN FINISH IS DESIRED, THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING THE UNBRACED CONDITION OF THE STUDS UNTIL THE SHEATHING IS APPLIED. 13. TYPICAL DETAILS PER: 1/S5.01 TYPICAL INTERIOR STAIRWELL ELEVATION 3/S5.01 TYPICAL STUD WALL OPENING (HEADER) DETAIL 5/S5.01 TYPICAL TOP PLATE SPLICE DETAIL 10/S6.01 TYPICAL SHEAR WALL ELEVATION 4/S6.02 NON-STRUCTURAL PARTITION WALL CONNECTION/I-JOIST) 15/S5.03 TYPICAL HOLES AND NOTCHES IN WOOD STUDS INDICATES LOCATION OF HOLD-DOWN---6,,,i REVIEWED ApR20 COVEAFCFORMorvi-EIt.,L '41 ROOF „ LEVEL 1, LEVEL $ LEVELS LEVEL 4 , LEVEL 3 LEVEL 2 , LEVEL 1 , NOTE: DARKENED LINES DESIGNATE AREA OF WORK. 1938 Fairview Avenue East SOME 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com r 206-257-0972 consultant logo EiziG 171.(SIRS,751 707 W 2nd Avenue Spokane, Washington 99201 P. (509)455.0448 www dckengineers com / 0.5062104117 mmo.Reeened FPZESEa777C752'77.:9773°)Ei3E1).7=7:: SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 project name STERLING , key plan j submittaIs/revisions BUILDING PERMIT SET 10.31.171 FOUNDATION ONLY PERMIIIVFV12,08.171 STRUCTU RESUBM AL 12. 8.171 STRUCTU SUBMITTAL 01.10.18 drawing We LEVEL 3 STUD AND SHEAR WALL PLAN - SOUTH drawing information DATE 12.06.17 SCALE As indicated DRAWN BSD JOB A 17041-0175 copyright 020t6 urnelatuecture,Pue M=gtar" MOI.P.7.11.39 3.16I 811001 number S1.03BW LEVEL 3 STUD AND SHEAR WALL PLAN - SOUTH SCALE: 15). 11-0. FOR PERMIT Those drawings ere sufficiently completefor submission to the 8ris4lnion having auhority for permit, The Contractor shall not use tM1ese tlrawingz for cop.mR,on until Contractor receives 882e1approval for use in construction by ihe ryrisdiction having authority and OCI Engineers. MATCHLINE PEP 51,048F 2x10 ®16.0 PSL51/4x11 /8 2x10 LEDGER W/ (2) SDWS2200D8 SCREWS 816°0C SL5 l/4x11 1 7/8 PSL51/4x117/ POL51/4xii 7/8 TYP 8/16.0C 12' I t 1 12' TYP AT BOLTON DECK PSL5 1/4x11 7/8, TYP AT BOLT -ON BALCONY 1'-0 1/2' 11 7/8"TJI 210®161OC TYP AT CORRIDOR [ 105111/2' , 1178'TJI210@ TYP, UNO PSL51/4x11 7/8, TYP AT BOLT -ON BALCONY 23/32' SHTHG PER PLAN NOTES T/SHTHG = 585103/4° TYP AT PART' WALL G=� TYP AT PARTY WALL TYP A BOLT -ON DECK /— BOLT -ON BALCONY BY OTHERS TYP AT INT UNIT WALL 11 7/8° TJI 210 016'0C TYP, UNO TYP AT INT UNIT WALL (2/ LSL1 1/2x11 7/8 ' RIM JOIST, TYP AT 'CORRIDOR. UNO )2) LSL1 1/2x11 Ire (2) LSL1 1 2x11 7/8 WP HGR, WELDED TO BEAM DBL 2x10 BLKG, ALIGN W/ WALL ABOVE, TYP WP HGR PS1/4x11 7/ PSL61/4x11 7 HUCQ HGR DBLJOIST DBLJOIS CS16x4'-0° TOP PLATE SPLICER® ALL FLOOR FRAMING PLAN NOTES: ev !— HGR u W10x30 PSL51/4x 2) LSLE 1/2 11 2'4 1/8° —PSL51/4 11 7/8 117/8°TJI1 @12.0C u W10x30 W 10x30 'TYP W10x60 ITS HGR, TYP ATSTL A10,UNu 6 HB HGR WELDED A 5502 TO BEAM 7 •1 `S5514x51/4 TYPt AT CORRIDOR PAT COL W10x31 W10x39 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA ABBREVIATIONS AND LEGEND PER S0,01, S0.02, S0,03 AND S0,04. 2, VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. 3, FLOOR SHEATHING PER PLAN AND STRUCTURAL GENERAL NOTES. SHEATHING TO BE GLUED AND NAILED TO FRAMING WITH 0.131" DIAx212" NAILS 06"OC AT PANEL EDGES AND P 12"OC FIELD, UNO, LAY SHEATHING WITH FACE GRAIN (LONG DIRECTION) PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW VW SPACE BETWEEN PANEL ENDS AND EDGES. 4. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. 5. ALL WOOD EXPOSED TO CONCRETE, WEATHER, OR WITHIN 8" OF FINISHED GRADE SHALL BE PRESSURE -TREATED. 6. ALL2x HANGERS TO BE FACE MOUNT TYPE LUS,UNO, GLULAM, PARALLAM AND MICROLLAM HANGERS ARE AS SPECIFIED ON PLAN. °I° JOIST HANGERS TO BE FACE MOUNT SIMPSON LUS TYPE, UNO. 7, HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE(2)2x10 MINIMUM. HEADER SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. (2) LSL1 1/2x11 SLi 1/2x11 7/8 12) LSLI 1/2X11 7/8 RIM JOIST, TYP AT CORRIDOR, UNO 7/8" TJI ®16"OC P AT CORRIDOR DOR TYP AT INT UNIT WALL TYP AT PARTY WALL TYP AT BOLT -ON DECK BOLT -ON BALCONY BY OTHERS MATCHLINE PER S1 04BF 8. BEAMS ARE FLUSH FRAMED WITH JOISTS UNLESS NOTED OTHERWISE ON DETAILS, OR ON PLANS AS°DB° INDICATING THAT DROPPED BEAM FRAMING IS REQUIRED. BEAM SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. PROVIDE A35 CLIP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES. 9. PROVIDE FULL HEIGHT SOLID BLOCKING OR DOUBLE JOISTS UNDER ALL SHEAR WALLS AND BEARING WALLS. AT SHEAR WALLS PARALLEL TO FRAMING, ALIGN 111 JOIST OVER SHEAR WALL (ADDITIONAL JOISTS MAY BE REQUIRED). 10. ALL RIM JOISTS AND BLOCKING TO BE 1 1/2" I-SL MINIMUM, UNO. 11. PROVIDE DOUBLE JOISTS AROUND ALL FLOOR AND ROOF OPENINGS GREATER THAN 24" ON ONE SIDE. 12, BEARING STUD, SHEAR WALL, HOLD-DOWN, POST SIZE, AND POST CAP AND BASE REQUIREMENTS BELOW PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. REVIEWED FOR I CO APPRa OV ANCE APR a R 2018 NOTE: ROOF LEVEL 7 S LEVEL 6 LEVEL 5 LEVEL4 LEVEL , LEVEL 4 LEVEL 1 d DARKENED LINES DESIGNATE AREA OF WORK. UR3A? O ARCHITECTURE U R8ANIRURAL 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 nfo@urbalarchitecture.com ww.urbalarchitecture.com T 206-257-0972 consultant logo /80l 01/t/8 707 W 2nd Avenue Spokane, Washington 99201 Pt(509)455-4448 www.dchengineeracom CIVIL / STFIL OTU FaAL ®co aeigl00 FS STERLING SOUTHCENTER,AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 BUILDING PERMIT SET 10.31.17 FOUNDATION ONLY PERMIT 06.17 STRUCTURALRESUBMITTAL �i\ 12.18.17 STRUCTURALRESUBMITTAL drawing title LEVEL 4 FRAMING PLAN - NORTH drawing information DATE 12.06.17 SCALE As indicated DRAWN BSD JOB# 17041-0175 sheet number S 1.04AF LEVEL 4 FRAMING PLAN - NORTH SCALE: 1I8' = 1'.0° FOR PERMIT These drawings are suHiciieMy complete for submission to the Nrisdlctlon hammy authority. -permit. The Contractor shall not use these drawings for construction until Contrentor receives written approval for use in construction by the iutlsdiction hoeing authority and NI Engineers. 2x6 STUDS /8 1610C 8 ® 23.252 ® 1900T 2x6 STUDS 0 16'0C 2W3 2 5 23.25T 19,00T ® 195'-10° 23401 2350" /- BOLT -ON BALCONY BY OTHERS J 6x8 POST TYP AT BOLT -ON BALCONY L 2450T ® 2\1/3 ® 24.50T /O 23,00T ® 20.75r 2W3 6x8 POST TYP AT —BOLT-ON BALCON e 8 J 24.SOT 2400T L. ® 2400T 2Wi 3 f 24.60T 2W3® 240oT ® 19.25 r STUD BEARING WALL SCHEDULE LEVEL CORRIDOR WALL PARTY WALL INTERIOR UNIT WALL EXTERIOR WALL 7 2x6 IS 16"0C 2x4 /8 161OC 234 Se 16"0C 236 811610C 6 266016100 204016100 204816105 236661610C 5 246816105 20401600 12/20401600 266016°00 4 206816°05 121 2x4 016100 121204816°00 2x6016°00 3 206016.00 12!20401600 (212x4012'0C OR 12/ LSM 1/2231/2016.0C 2x6816"OC STUD AND SHEAR WALL PLAN NOTES: ® 2100T 2W3 210OT (21224/812"0C 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01, 50.02,S0 03 AND S0.04. 2. LUMBER GRADE PER STRUCTURAL GENERAL NOTES. 3. BALLOON FRAME ALL WALLS GREATER THAN ONE LEVEL 10'-0" WITH 1212x®1610C. 10. 4. ALL INTERIOR NON -BEARING, NON-STRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 11. 5. HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY(11 TRIMMER AND (11 KING STUD MINIMUM, UNO, WHERE MORE THAN 111 TRIMMER IS REQUIRED, THE NUMBER OF TRIMMER STUDS SHALL BE NOTED THUS: TRIMMERS TO BE CONTINUOUS TO THE FOUNDATION. POST'TENSIONED SLAB, BLOCK SOLID AT FLOOR FRAMING. 6, BEAMS SHOWNEO STUDS 65404283 PLAN SHALL TES NUMBER OBY NBUNDLEDSTSHAMINIMUM, UNO. WHERE MORE THAN(2)BUNDLED STUDSARE REQUIRED, THE NUSTORHE BUNDLED STUDS P SHALL I NOTED THUS( . BUNDLED STUDS TO BE CONTINUOUS TO THE FOUNDATION. POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR Im-t® FRAMING. 3 7. SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE I9/5501. 8, AT STAGGERED STUD WALLS, BUNDLED STUDS, TRIMMER STUDS, KING STUDS AND SHEAR WALL COMPRESSION STUDS ARE TO MATCH THE WIDTH OF THE WALL PLATES. 2W2 eT 2W2 12 16.50T T 10 2W3 BOLT -ON BALCONY BY OTHERS MATCHLINE PER S1 O4BVt 5T 9. RC INDICATESTENSIONOFSTUDSOADS REQD(INKIPSI. LOADS SHOWN ARE ACE HALF OF EACH CIRCLED NUMBER INDICATES NUMBER STUDS REQUIRED FOR TDS HOLD-DOWN, PLACE HALF OF EACH SIDE OFTDS. TYPICAL HOLD-DOWN ELEVATION PER 6/S4.03, 4/S5 01 AND 9/S5.01. ANCHOR BOLTS TO BE 5/8" DIA x 7" MINIMUM EMBEDMENT PER 4/S4.04, PROVIDE HOT -DIPPED GALVANIZED ANCHOR BOLTS AT PRESSURE -TREATED SILL PLATES. 12. BEARING WALLS HAVE BEEN DESIGNED TO BE FULL BRACED BY GYPSUM AND WOOD SHEATHING. IF TOP DOWN FINISH IS DESIRED, THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING THE UNBRACED CONDITIONOF.: THE STUDS UNTIL THE SHEATHING IS APPLIED. 13. TYPICAL DETAILS PER: 1/S5,01 TYPICAL INTERIOR STAIRWELL ELEVATION 3/S5.01 TYPICAL STUD WALL OPENING (HEADER) DETAIL 5/S5.01 TYPICAL TOP PLATE SPLICE DETAIL 10/S5.01 TYPICAL SHEAR WALL ELEVATION 4/S5.02 NONSTRUCTURAL PARTITION WALL CONNECTION IIJOISTI 15/S6,03 TYPICAL HOLES AND NOTCHES INWDOD STUDS INDICATES LOCATION OF HOLD-DOWN REVIEWED FOR CODE -COMPLIANCE APPROVED APR 90 2010 ROOF LEVEL7 LEVEL6 LEVEL 5 LEVEL 4 4, LEVEL3 LEVEL 2 0 LEVEL 1 s, NOTE: DARKENED LINES DESIGNATE AREA OF WORK. LEVEL 4 STUD AND SHEAR WALL PLAN - NORTH U RBALsJ ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East Win too Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 consultant logo 0265651 Fi"I 5000 G'H 08 707 W 2nd Avenue Spokane, Washington 99201 5(509j4554448 www.dcivngineemcom CIVIL / STF0LJCTU RAL ©wataht t0120ti o'Amaro convmzno lnc.MRip. Reamed project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 ke 1 submittals/revisions BUILDING PERMIT SET 10.31.17 FOUNDATION ONLY PERMIT ni 12.06.17, STRUCTURAL RESUBMITTAL /81\ 12.18.17 STRUCTURALRESUBMRTAL 01.10.18 drawing title LEVEL 4 STUD AND SHEAR WALL PLAN - NORTH drawing in DATE 12.06.17 SCALE As indicated DRAWN BSD JOB it 0175 SCALE: 1/8' = 110. MEP SATCtHLINE04AF P 2x10 ®16'0 TY PS1/4x1/ 7/8 2x10 LEDGER W/ (2) SOWS2200D0 SCREWS ®16"0C PSL51/4 11 7/8 PSL51/4 7/8 2x10 ®16"0C W 10212 23/32' PER P T/SHTHG TYP AT BOLT -ON DECK 11 7/8' TJ1210 0 TYP, UNO SHTHG N NOTES 58'-103/4' TYP AT PARTY WALL TYP AT INT UNIT WALL TJI210 ®16"0C CORRIDOR TY TYP AT PARTY WALL 12) LSL1 1/2211 7/8 RIM JOIST, TYP AT CORRIDOR, UNO 117/8'TJI210® TYP, UNO PSL51/4211710, TYP AT BOLT -ON BALCONY DBL JOIST CS1624'-0" TOP PLATE SPLICE AT__REWALL � WP HGR PSL5 1/4x11 7/8, TYP AT BOLT -ON BALCONY BOLT -ON BALCONY BY OTHERS ALIGN W/ WA ABOVE, TYP CS16x4'-0' TOP PLATE SPLICE AT FIREWALL CS16x4'-0" TOP PLATE SPLICE ATFIREWALL FLOOR FRAMING PLAN NOTES: P HGR PSL7 2x10 ®161OC L5 1/4x11 r/8 PS 11//4x117/8 TYP AT BOLT -ON DECK 2x10 ® 1610 AT INT UN I WALL 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01, S0.02, S003 AND S004. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. 3. FLOOR SHEATHING PER PLAN AND STRUCTURAL GENERAL NOTES. SHEATHING TO BE GLUED AND NAILED TO FRAMING WITH 0.131" DIAx2 1/2° NAILS ® 61OC AT PANEL EDGES AND ®12°0C FIELD. UNO. LAY SHEATHING WITH FACE GRAIN (LONG DIRECTION) PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW 1/8° SPACE BETWEEN PANEL ENDS AND EDGES. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. 5. ALL WOOD EXPOSED TO CONCRETE.WEATHER, OR WITHIN 8'OF FINISHED GRADE SHALL BE PRESSURE -TREATED. fi. ALL 2x HANGERS TO BE FACE MOUNT TYPE LUS,UNO. GLULAM, PARALLAM AND MICROLLAM HANGERS ARE AS SPECIFIED ON PLAN. "I" JOIST HANGERS TO BE FACE MOUNT SIMPSON IUS TYPE, UNO. HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE (2) 2x10 MINIMUM. HEADER SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. 7' N 16'OC TYP A/0881 AT CORRIDOR PSL51/4x51/4 TYP AT CORRIDOR 121 LSL1 1/2211 7/8 RIM JOIST, TYP AT CORRIDOR, UNO HU HGR OLT-ON BALCONY BY OTHERS FOR PERMIT These tl03wing5 ere sunic1ently complete tar submission to the luristlinion having authority for permit. The Comractor shall notuse these drawings far construston until Contractor receives written approval for use in construction by the iunstliWan having wthorM 5.581E55ineers. TYP AT PARTY WALL TYP AT NT UNIT WALL BOLT -ON BALCONY BY OTHERS MATCHLINE PE8 St 04AF 8. BEAMS ARE FLUSH FRAMED WITH JOISTS UNLESS NOTED OTHERWISE ON DETAILS, OR ON PLANS AS 'DO" INDICATING THAT DROPPED BEAM FRAMING IS REQUIRED. BEAM SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. PROVIDE A35 CLIP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES. 9. PROVIDE FULL HEIGHT SOLID BLOCKING OR DOUBLE JOISTS UNDER ALL SHEAR WALLS AND BEARING WALLS. AT SHEAR WALLS PARALLEL TO FRAMING, ALIGN 11) JOIST OVER SHEAR WALL (ADDITIONAL JOISTS MAY BE REQUIRED). 10. ALL RIM JOISTS AND BLOCKING TO BE 1 12" LSL MINIMUM, UNO. 11. PROVIDE DOUBLE JOISTS AROUND ALL FLOOR AND ROOF OPENINGS GREATER THAN 24" ON ONE SIDE. 12. BEARING STUD, SHEAR WALL, HOLD-DOWN, POST SIZE, AND POST CAP AND BASE REQUIREMENTS BELOW PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. REVIEWED FOR I-C@PE-eetd1""IL APPROVEP APR 09201E NOTE: ROOF a LEVEL 7 LEVEL 6 ¢ LEVEL 5 LEVEL 4 LEVEL3 LEVEL2 LEVEL DARKENED LINES DESIGNATE AREA OF WORK. LEVEL 4 FRAMING PLAN - SOUTH SCALE 1/81211-0' r 5 U RBA L»9 ARCHITECTURE URf3ANJRURAL 1938 Fairview Avenue East SUITE too Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license /0 *. VV `.. a CG , consultant logo �Wttsfi enWOnm a":'v 707 W 2nd Avenue Spokane, Washington 99201 P: (509) 4554448 ww.dci.engineers.com CIVIL / STRUCTURAL_ ©Copyright talon aammoconwmnnolm.aa1E1111 a,ea project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 lie y;plact�,� ubmittals/revisions BUILDING PERMIT SET 10.31.17 FOUNDATION ONLY PERMIT Fi 12.06.17 STRUCTURALRESUBMITTAL 12.18.17 STRUCTURALRESUBMRTAL /Sn1� /"`101.10.18 drawing title LEVEL 4 FRAMING PLAN - SOUTH drawing information DATE 12.06.17 SCALE As indicated DRAWN BSD JOB 7F 17041-0175 copyright uxMam amens ,a�y�l: umaacamoaar� me.,ilme wa,eaer., mmwnnamalmw sheet number 1a FOR PERMIT These drawings ere sufficiently complete tor milimiegon to me jurisdiction having authority tor permit. The Contractor Mee not um Mese drawings., construction untit Contramor receives written approval tor use in conrtmetion by Me jurisdiction having authority me DCI Engineers. URBALO ARCHITECTURE URBANIRURAL }Z'ARTsc,T1 2x6 STUDS @ WOG NX' 8 19.25T 2W3 19 25T 0 19.25T o 2W3 2x6 STUDS @ 16"OC 19 25T 024.001 L 24.25T W3 L L 0 1111 6x8 POST1YP AT [4-GN-BALCONY 24.001 2W 24 25T 8 15 75T 2W3 15 75T 4.25T 4250 2W L 0 2 25160 jai 0 70 50 w ci..) 15.75T r STUD BEARING WALL SCHEDULE LEVEL CORRIDOR WALL PARTY WALL INTERIOR UNIT WALL EXTERIOR WALL 7 2056) 160C 2x4 @ 16.0C 2x4 0 16°0C 2x6 C4 16"OC 6 2x6@ 16"OC 2,0 © 16°0C 2x4 0 16,DC 2066) 160C 5 2x6© 160C 2x4 @ 170C (2) 2x4 0 160C 2068 16"OC 4 2x6© 16.0C (2) 2x4 @ 16"0C (2) 2040 100C 206 @ 16"OC 3 2x6 0 16.0C (2)2x4 @ 160C (2) 2x4 @ 120C OR (2) LSL1 1/2x3 1/2 @ITOR 2x6 @ 16OC - BOLT -ON BALCONY BY OTHERS FIREWALL 1 2W3 20 50T FIREWALL STUD AND SHEAR WALL PLAN NOTES: 1 24250 516 POST TYP AT BOLT.ON BALCO W3 0 19.26T 24 25T 18.50T 2W3 0 18 50 r 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01, 50.02,00.03 AND S0.04. 2. LUMBER GRADE PER STRUCTURAL GENERAL NOTES. 3. BALLOON FRAME ALL WALLS GREATER THAN ONE LEVEL 10'.0" WITH 121 2x 160C, 4. ALL INTERIOR NON -BEARING, NON-STRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 5. HEADERS SHOVVN ON FRAMING PLAN SHALL BE SUPPORTED BY 11! TRIMMER AND (1) KING STUD MINIMUM, UNO. WHERE MORE THAN (1) TRIMMER IS REQUIRED, THE NUMBER OF TRIMMER STUDS SHALL BE NOTED THUS: TRIMMERS TO BE CONTINUOUS TO THE FOUNDATION. POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING. 6. BEAMS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY (2) BUNDLED STUDS MINIMUM, UNO. WHERE MORE THAN (2) BUNDLED STUDS ARE REQU)RED, THE NUMBER OF BUNDLED STUDS SHALL BE NOTED THUS: . BUNDLED STUDS TO BE CONTINUOUS TO THE FOUNDATION. POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING. SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 19/05.01. 8. AT STAGGERED STUD WALLS, BUNDLED STUDS, TRIMMER STUDS, KING STUDS AND SHEAR WALL COMPRESSION STUDS ARE TO MATCH THE WIDTH OF THE WALL PLATES. 8 0 el, a 16.750 2W3 15 75T ... 2W3 15.75T 19 25T 0) iL 23 25T 2W2 23 25T BOLT -ON BALCONY BY OTHERS BOLT -ON BALCONY BY OTHERS M PEART,C,H0L4AINwE X.XT 9. / INDICATES TENSION LOADS REQUIRED (IN KIPS1. LOADS SHOWN ARE AT SERVICE LEVEL (ASD1. CIRCLED NUMBER INDICATES NUMBER OF STUDS REQUIRED FOR TOS HOLD-DOVVN, PLACE HALF OF EACH SIDE OF TDS, 10. TYPICAL HOLD-DOVVN ELEVATION PER 6/S4.03, 4/S5.01 AND 9/S5.01. 11. ANCHOR BOLTS TO BE 5/8° DIA x 7° MINIMUM EMBEDMENT PER 4/54.04. PROVIDE HOT -DIPPED GALVANIZED ANCHOR BOLTS AT PRESSURE -TREATED SILL PLATES. 12. BEARING WALLS HAVE BEEN DESIGNED TO BE FULL BRACED BY GYPSUM AND WOOD SHEATHING. IF TOP DOWN FINISH IS DESIRED, THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING THE UNBRACED CONDITION OF THE STUDS UNTIL THE SHEATHING IS APPLIED. 13. TYPICAL DETAILS PER: 1/S5.01 TYPICAL INTERIOR STAIRWELL ELEVATION 3/S6.01 TYPICAL STUD WALL OPENING (HEADER) DETAIL 5/S5.01 TYPICAL TOP PLATE SPLICE DETAIL 10/S5.01 TYPICAL SHEAR WALL ELEVATION 4/S5.02 NON-STRUCT1JRAL PARTITION WALL CONNECTION II-JOISTI 15/S5.03 TYPICAL HOLES AND NOTCHES IN VVOOD STUDS i AREA OF WORK CO, !, t, LEVEL 4 STUD AND SHEAR WALL PLAN - SOUTH INDICATES LOCATION OF HOLD-DOWN-_ REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 Ng Citt_of Tukwila • '4,14-1-11111.11011l-1;. NOTE: ROOF 4, LEVEL 7 LEVELS , LEVEL 4 LEVEL LEVEL 2 LEVEL I DARKENED LINES DESIGNATE 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 info@urbalarchitecture.com www,urbalarchitecture.com r 206-257-0972 license consultant logo EISSIME 707 W 2nd Avenue Spokane, Washington 99201 P: (509)455-4448 www.del-engineers.com srsucmLjn.61L Cop,ighl 1.1317 Ogee. Minvermito inc. et MO. nem. iS SE Ea'FiEEIFEETEEiII,E4FEE= project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 BUILDING PERMIT SET 10.31.17 FOUNDATION ONLY PERMIT412.06.17 STRUCTU RESUBMITTAL STRUCTURAL RESUBMITTAL 12.18.17 A drawing title LEVEL 4 STUD AND SHEAR WALL PLAN - SOUTH drawing infonnabon DATE 12.06.17 SCALE As indicated DRAWN BSC) JOB ' 17041-0175 copyright 52on um 226323.2. g'erter=iiirsTo.i=t7g =XXX:: gminsimmentoMeMegingitomirenlACis mime men end MEI mem go gam g eimem Mg sheet number S1.04BW SCALE 116 36)-31 23)-01 PSLS 1/4x11 7/8 2x10 LEDGER W/ (2) SOWS2200D8 SCREWS 01610C PSLS 1 4x11 7/8 2x1C199 1607 2x10 oioob PSLS 1/4x11 7/8 21111111111111ri SL5 144811 7/8 XIV TYP AT BOLT -ON DECK 882 11 7/81TJI 210 8) 1610C TYP AT CORRIDOR TYP, UNO PSLS 1/411 7B, TYP AT BOLT -ON BALCONY 23/321SHTHG PER PLAN NOTES T/SHTHG 681.4 3/41 YP S5.02 TYP AT PARTY WALL TYP AT PARTY WALL TYP AT BOLT -ON DECK 1951401 23)-0" /8 BOLT -ON BALCONY BY OTHERS TYP AT INT UNIT WALL 11 7Iff JI 210 @16.0C P. UNO 'rip AT INT UNIT WALL 12) LSL1 1/2x11 7/8 RIM JOIST, TYP AT CORRIDOR, UNO Cnexr ACRW TF I°PE P LIE SPLICE FLOOR FRAMING PLAN NOTES: LSL3 1/2x11 7/8 OSSLKO () (0 1 9!-5 Mr 6'-2 1/21 2) LSL1 1/2 PS 1/4 12 7/8 1 7/8" TJ 10 P4 12001 c--Ta PS75978.) i0 PS55 1 /4x5 1/4 TYP AT CORRIDOR 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01, S0.02, S0.03 AND S0.04. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTS DRAWINGS. 3. FLOOR SHEATHING PER PLAN AND STRUCTURAL GENERAL NOTES. SHEATHING TO BE GLUED AND NAILED TO FRAMING WITH 0,131" DIA42 Mr NAILS 6"0C AT PANEL EDGES AND @IMO FIELD, UNO. LAY SHEATHING WITH FACE GRAIN (LONG DIRECTION) PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW 1/81 SPACE BETWEEN PANEL ENDS AND EDGES. 4, ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS, STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. 5. ALL VVOOD EXPOSED TO CONCRETE, WEATHER, OR WITHIN 808 FINISHED GRADE SHALL BE PRESSURE -TREATED, 6. ALL 2x HANGERS TO BE FACE MOUNT TYPE LUS, UNO. GLULAM, PARALLAM AND MICROLLAM HANGERS ARE AS SPECIFIED ON PLAN. 111 JOIST HANGERS TO BE FACE MOUNT SIMPSON IUS TYPE, UNO. 7. HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE 121 2010 MINIMUM. HEADER SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. HU HGR 12) LSL1 1/2x11 71 (2) LSL1 1/2311 7/8 121 LSL1 1/2x11 7/8 RIM JOIST, TYP AT CORRIDOR, UNO 117/8013/210/81800 TYP AT CORRIDOR TYP AT INT UNIT WALL TYP AT PARTY WALL FOR PERMIT Bose drawSgs are sufficiently complete tor 29Bnission to Be jurisdiction having authority tor 59959 The Contract, shall not use Be. drawings 1 or onsmaion until Convect. receives written approval for use in constmdion byte BrisjElionhaving authority End SCI Engineers. L4)-9- ---- TYP AT BOLT -ON DECK BOLT -ON BALCONY BY OTHERS MATCHLINE 8. BEAMS ARE FLUSH FRAMED WITH JOISTS UNLESS NOTED OTHERWISE ON DETAILS, OR ON PLANS AS "DB1 INDICATING THAT DROPPED BEAM FRAMING IS REQUIRED. BEAM SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. PROVIDE A35 CLIP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES, 9. PROVIDE FULL HEIGHT SOLID BLOCKING OR DOUBLE JOISTS UNDER ALL SHEAR WALLS AND BEARING WALLS. AT SHEAR WALLS PARALLEL TO FRAMING, ALIGN NI JOIST OVER SHEAR WALL (ADDITIONAL JOISTS MAY BE REQUIRED). 10. ALL RIM JOISTS AND BLOCKING TO BE 1 1/21 LSL MINIMUM, UNO. 11. PROVIDE DOUBLE JOISTS AROUND AU FLOOR AND ROOF OPENINGS GREATER THAN 2410N ONE SIDE 12, BEARING STUD, SHEAR WALL, HOLD-DOWN, POST SIZE, AND POST CAP AND BASE REQUIREMENTS BELOW PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. REVIEWED FOR 1 CQI.IL.,141V11'1.1/APIGE APPROVED i ApR 0 3 2010 , ROOF s LEVEL 7 , LEVEL s LEVEL 5 , LEVEL 9 , LEVEL 3 LEVEL 2 LEVEL 1 , NOTE: DARKENED LINES DESIGNATE AREA OF WORK. LEVEL 5 FRAMING PLAN - NORTH SCALD 1/81 1.-01 URBPIL ARCHITECTURE uRBANIRup.AL 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license ee'rbl.94 N wy w )))))* .1# •NAI ''''' consultant logo E 707 W 2nd Avenue DnEERS° Spokane, Washington 99201 9 (509) 455-4448 www.dcrengincers,com crvib., / STIR U CT U RA L 0 Cop,ighl 1.17 PT.. C.2122222212c re extuaraaw Epa,,,,F;ABEEE,1E5EE::: project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 1`0Y110," submittals/revisions BUILDING PERMIT SET 10.31.17 FOUNDATION ONLY PERMITA12.06.17 STRUCTURAL RESUBMYTTAL 1218.17 STRUCTURAL RESUBMITTAL 01.10.19 [ drawing tale LEVEL 5 FRAMING PLAN - NORTH drawing information DATE 12.06.17 SCALE As indicated DRAWN BSD JOB 9 17041-0175 I ) copyright 0 als1.21121.2tecture, NAL 1.22ectunt, pl. reserves copychpl.21her Mt. wrfttenauftdevimor11.21Araite2222.P. S1.05AF sheet number FOR PERMIT These drawings are sufficienttycomplete for wbmission toth consrvcuon umA Convenor recewes.n n approval Er use 9 eumority forperme. Tb4Conttworshailnot use these drawings for t elurisdinion hay.3.5horiry and OCl Engineers. MATCHLINE PER 51.05BW 2x6 STUDS <0 16.0C .25T Q 12.00T 2x6 STUDS PO 16'OC J 2W3,O • 12.00T 2W3 1 2 6x8 POST TYP AT BOLT -ON BALCONY T ® 12.75T T 3 0 14.75T 2W3 425T 2 3 6T ®2W3 BOLT -ON BALCONY BY OTHERS J 25T 1475T 75T 2 3 L 1475T W3 475 2W30 14.757 2W3 / 12.00T 0 6x8 POST TYP AT "BOLT -ON BALCON s 8 5.2 ® 1200T STUD BEARING WALL SCHEDULE LEVEL CORRIDOR WALL PARTY WALL INTERIOR UNIT WALL EXTERIOR WALL 7 246016"00 2x4 1016°00 244@16"0C 246016.00 6 2x6 016°00 2,401600 244016°00 2x6 016.00 5 2x6016°00 244012°00 (2)214016.00 246016.00 4 2x6016°0C (2)2x4®16"OC (2)2x4 CP 6°0C 2x6016"OC 3 2x6016°00 (21244016"00 (2)2x4®12°0C OR (2) LSL1 1/2x31/2 @ 16.0C 246016'OC STUD AND SHEAR WALL PLAN NOTES: DOT 2W DOT 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA ABBREVIATIONS AND LEGEND PER 5001, S0.02,5003 AND S0.04. 9. 2. LUMBER GRADE PER STRUCTURAL GENERAL NOTES. 3. BALLOON FRAME ALL WALLS GREATER THAN ONE LEVEL 10'-0° WITH (2)2x ®16"OC. 10. 4. ALL INTERIOR NON -BEARING, NON-STRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 11. 5, HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY (1{ TRIMMER AND 111 KING STUD MINIMUM, UNO. WHERE MORE THAN (1) TRIMMER IS REQUIRED, THE NUMBER OF TRIMMER STUDS SHALL BE NOTED THUS: TRIMMERS TO BE CONTINUOUS TO THE FOUNDATION. POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING. °-0 BEAMS) SHOWNONSTUDS AR PLAN SIRED, BE SUPPORTED BY N BUNDLEDS STUDS MINIMUM, UNO. WHERE MORE THUS (2i BUNDLED STUDS ARE REQUIRED, THE NUMBER OF BUNDLED STUDS SHALL BE NOTED THUS: . BUNDLED STUDS TO BE CONTINUOUS TO THE FOUNDATION. POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING. ]. SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 19/5501. 8. AT STAGGERED STUD WALLS, BUNDLED STUDS, TRIMMER STUDS, KING STUDS AND SHEAR WALL COMPRESSION STUDS ARE TO MATCH THE WIDTH OF THE WALL PLATES. 8 Q 8 9007 2W3 2W ® 9.007 875T ® 2W3 ® 8.75T 875T 2W 8.75T BOLT -ON BALCONY BY OTHERS MATCHLINE PER S1058N (car O / INDICATES TENSION LOADS REQUIRED TIN KIPS). LOADS SHOWN ARE AT SERVICE LEVEL (ASDI. CIRCLED NUMBER INDICATES NUMBER OF STUDS REQUIRED FOR TDS HOLD-DOWN, PLACE HALF OF EACH SIDE OFTOS. TYPICAL HOLD-DOWN ELEVATION PER 6/S4.03, 4/S5.01 AND 9/S5.01, ANCHOR BOLTS TO BE 5/8° DIA x 7" MINIMUM EMBEDMENT PER 4/5404. PROVIDE HOT -DIPPED GALVANIZED ANCHOR BOLTS AT PRESSURE -TREATED SILL PLATES. 12, BEARING WALLS HAVE BEEN DESIGNED TO BE FULL BRACED BY GYPSUM AND WOOD SHEATHING, IF TOP DOWN FINISH IS DESIRED, THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING THE UNBRACED CONDITION OF THE STUDS UNTIL THE SHEATHING IS APPLIED. 13. TYPICAL DETAILS PER: 1/S5.01 TYPICAL INTERIOR STAIRWELL ELEVATION 3/S5 01 TYPICAL STUD WALL OPENING (HEADER) DETAIL 5/S5.01 TYPICAL TOP PLATE SPLICE DETAIL 10/S5.01 TYPICAL SHEAR WALL ELEVATION 4/S502 NON-STRUCTURAL PARTITION WALL CONNECTION ll-301ST) 15/S5.03 TYPICAL HOLES AND NOTCHES IN WOOD STUDS INDICATES LOCATION OF HOLD-DOWN REVIEWED FOR 1 CODE COMPLIANCE APPROVED APR 0 A 201B City of Tukwila n1i0SJ 1J ROOF 0 LEVEL 7 $ LEVEL 5 0 LEVEL LEVEL 3 A LEVEL 2 4, LEVEL1 NOTE: DARKENED LINES DESIGNATE AREA OF WORK, LEVEL 5 STUD AND SHEAR WALL PLAN - NORTH SCALE 178°=1'-0' �U RBAL!"y"l ARCHITECTURE URDANIRURAL 1938 Fairview Avenue East sum too Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license 707 W 2nd Avenue Spokane, Washington 99201 P: (509) 455-4448 www.dci'engineers.com GIVIL / STRUCTU RAL ®Cup 318.E.R STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 BUILDING PER 5 I FOUNDATION ONLY PERMIT412 STRUCTURA 12.18.17 drawing title LEVEL 5 STUD AND SHEAR WALL PLAN - NORTH information DATE 7 CALE As indicated FOR PERMIT These drawings are suflidenthr complete tor submission to the jurisdiction having euthorits ter permit. The Contractor shell not uso those dressings. construction until Contactor receives written approval tor use in construction by the ju6stliction he,ng authority end ISCI Engineers. URBALC, ARCHITECTURE URBANIRURAL IS MATCHLINE 1OS 2610 8)160 TYP AT BOLT -ON DECK 11 7/1T TJI 210 88 TYP, UNO PSLS 1/41111 7/8 2x10 LEDGER W/ 2) SDWS2200D8 SCREWS 16OC PSL5 1/411 7/8 tstraml.,A, $411.144,. 2610 SZ 160C Ps8 PSL5 1/4111 1 7/8 1/4x11 7/8 11 7/8" TYP AT TYP AT PARTY WALL TYP AT INT UNIT WALL JI 210 @ 16)0C CORRIDOR TYP AT PARTY WALL 12) LSL1 1/2611 7/8 RIM JOIST, TYP AT CORRIDOR, UNO PSL5 1/4611 7/8, TYP AT BOLT -ON BALCONY PSL5 1/4x11 7/8, PM AT BOLT -ON BALCONY BOLT -ON BALCONY BY OTHERS 23'-0" CS16,6160. TOP PLATE Hi -- SPLICE AT FIREWALL Lst C5166460" TOP PLATE SPLICE AT FIREWALL CS1604'-0" TOP PLATE SPLICE AT FIREWALL CS14 WI 26 BLKG LSL3 1/2x11 7/8 2x10 PSL5 16''OC 1/4x11 7/8 -L -PS 1/411117/6 TYPAT BOLT ON DECK LSL1 1/2 TYF[ AT INT UN T WALL 9'-5 1/2" 6'-2 1/2" A 11 7/8" TJI 210 @ 16.0C TYP AT CORRIDOR PSL5 1/4x5 1/4 TYP AT CORRIDOR 11 7/8 121 LSL1 1/2x11 7/8 RIM JOIST, TYP AT CORRIDOR. UNO BOLT -ON BALCONY BY OTHERS TYP AT PARTY WALL TYP AT INT UNIT WALL 195610" FLOOR FRAMING PLAN NOTES: STRUCTURAL GENERAL NOTES DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S001, S0,02, S0.03 AND S0.04. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAVVINGS. FLOOR SHEATHING PER PLAN AND STRUCTURAL GENERAL NOTES. SHEATHING TO BE GLUED AND NAILED TO FRAMING WITH 0.131" DIAx2 1/2" NAILS @ 60C AT PANEL EDGES AND@ 120C FIELD, UNO. LAY SHEATHING WITH FACE GRAIN (LONG DIRECTION) PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW 1/8' SPACE BETWEEN PANEL ENDS AND EDGES. 4. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. 5. ALL VVOOD EXPOSED TO CONCRETE, WEATHER, OR WITHIN 8" OF FINISHED GRADE SHALL BE PRESSURE- TREATED. 6. ALL 2x HANGERS TO BE FACE MOUNT TYPE LUS, UNO. GLULAM, PARALLAM AND MICROLLAM HANGERS ARE AS SPECIFIED ON PLAN. "P JOIST HANGERS TO BE FACE MOUNT SIMPSON IUS TYPE, UNO. 7. HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE 1212x10 MINIMUM. HEADER SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. TYP BOLT -ON BALCONY BY OTHERS - 0808 8. BEAMS ARE FLUSH FRAMED WITH JOISTS UNLESS NOTED OTHERWISE ON DETAILS, OR ON PLANS AS ''DB° INDICATING THAT DROPPED BEAM FRAMING IS REQUIRED, BEAM SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. PROVIDE 435 CLIP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES. 9. PROVIDE FULL HEIGHT SOLID BLOCKING OR DOUBLE JOISTS UNDER ALL SHEAR WALLS AND BEARING WALLS. AT SHEAR WALLS PARALLEL TO FRAMING, ALIGN HI JOIST OVER SHEAR WALL 1ADDITIONALJOISTS MAY BE REQUIRED), 10. ALL RIM JOISTS AND BLOCKING TO BE 1 1/2" LSL MINIMUM, UNO. 11, PROVIDE DOUBLE JOISTS AROUND ALL FLOOR AND ROOF OPENINGS GREATER THAN 24.0N ONE SIDE. 12, BEARING STUD, SHEAR WALL, HOLD-DOWN, POST SIZE, AND POST CAP AND BASE REQUIREMENTS BELOW PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW, REVIEWED FOR CCOg. ‘IVIVWLIANL& APPROVED APR 0 8 2010 eity„gakiiia LEVEL 4 o LEVEL 3 NOTE: DARKENED LINES DESIGNATE AREA OF WORK. LEVEL 5 FRAMING PLAN - SOUTH SCALE 1/0= 1L0' 1938 Fairview Avenue East st/itrE 100 Seattle, WA 98102 info@urbalarchitecture.com wwwturbalarchitecture.com T 206-257-0972 license consultant logo enGme,ER ® 707 W 2nd Avenue Spokane, Washington 99201 P: (509)455.1448 www.dcl-engineers corn CIVIL / 1=1 1=tt I_ re) tow. .MI7 Hamm cstersano szAt Ross,* F.11.2112E.E.FEEL,172.52112E11'211151;D: project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key Man '111 j1 11,11 15 "i1-11 11-11 EID vInnl Rip%; pin 1-----Ltsabmitteleire(delen BUILDING PERMIT S 10.31.17 FOUNDATION ONLY PERMIT 12.06.17 STRUCTURAL RESUBMITT 12.18.17 UIR0039RALR000BMOTAL 01.10.18 drawing title LEVEL 5 FRAMING PLAN -SOUTH drawing information DATE 12.06.17 1 SCALE As indicated I DRAWN BSD JOB 8 17041-0175 copyright sete sochireserie PUtC =rroArtraPie====is17 ma out., ass shatters, he used ensuste or Is een wend tee.. ashorisalen °MIA PiNitoolore. sheet number FOR PERMIT These drawings are sufficiently compine for submission to the lurladigien having 9.0omy1« Burn, TM co,«aR«shall not use these cm winas tar wnstnetion until contractor reserves w1tten approval mr use m construction by the luiiMiction having authority and DCl Engineers. URiBAL ARCHITECTURE URSANIRURAL MATCHLINE PER S1.OSAW V 631 1225T / 2W3 a ® 1500T / O 122O 5T / 12 OOT 2 ® 12.00T 2 / 14.J5T 2W3 2x6 STUDS 91610C a 2W3 14.75 ® 15.001 000T 2 0.00T 6x8 POST PPP AT BOLT -ON -BALCONY 8 1500T ®2W3 14.75 S 3 j —FIREWALL L. 02T 1 10.00T STUD BEARING WALL SCHEDULE LEVEL CORRIDOR WALL PARTY WALL INTERIOR UNIT WALL EXTERIOR WALL 7 236016"02 2x4(616102 2x4 (Et 16'OC 2561816102 6 2560916100 2449/16102 25401002 2x61816910 5 246016100 2441812102 (2)2x4 /91610C 2260100C 4 246016102 (2) 20016°00 (2) 294 01610C 2x6 @ 1610C 3 240100C (2)2x4(116"OG 12) 2946112°OC OR 12) LSL1 1/2631/2 ®16'OC 2x6016'OC `BOLT -ON BALCONY BY OTHERS ® 12. 5 1951101 2W3 V 12.151 3 s�—FIREWALL STUD AND SHEAR WALL PLAN NOTES: 1 4.75T ,� BOLT -ON BALCONY BY OTHERS T ® 2W O O 6x6 POST TYP AT BOLT -ON BALCON ® 12.26T 2W3 11 50T W3 ® 14.75T 66, 1. \ t150i 8 1325- 1225T 8,15T ® 8.50T 400T Q ® 2W3 ® 23'-0 ® ® O 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER 50,01, 50.02,50.03 AND S0.04. LUMBER GRADE PER STRUCTURAL GENERAL NOTES. 3. BALLOON FRAME ALL WALLS GREATER THAN ONE LEVEL 10'-0" WITH (2) 2x (91610C. ALL INTERIOR NON -BEARING, NON-STRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES, 5. HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY(1)TRIMMER AND(11 KING STUD MINIMUM, UNO. WHERE MORE THAN (11 TRIMMER IS REQUIRED, THE NUMBER OF TRIMMER STUDS SHALL BE NOTED THUS: TRIMMERS TO BE CONTINUOUS TO THE FOUNDATION. POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING. 6. BEAMS) BOWN ON FRAMING PLAN SHALL BENUMBER SUPPORTED BY N BUNDLED STUDS MINIMUM, UNO. WHERE MORE THAN (2) BUNDLED STUDS ARE REQUIRED. THE NUMBER OF BUNDLED STOPS SHALL BE NOTED AL: .BUNGLED STUDS TO BE CONTINUOUS TO THE FOUNDATION. POST -TENSIONED SLOB. BLOCK SOLID ATT FLOOR FRAMING. 7. SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE I9/S5.01. B. AT STAGGERED STUD WALLS, BUNDLED STUDS, TRIMMER STUDS, KING STUDS AND SHEAR WALL COMPRESSION STUDS ARE TO MATCH THE WIDTH OF THE WALL PLATES. 4.00T BOLT -ON BALCONY BY OTHERS MATCHLINE PER S1 05AW XXT rtn INDICATES TENSION LOADS REQUIRED (IN KIPS). LOADS SHOWN ARE AT SERVICE LEVEL (ASD). CIRCLED NUMBER INDICATES NUMBER OF STUDS REQUIRED FOR TDS HOLD-DOWN, PLACE HALF OF EACH SIDE OF IDS. 10. TYPICAL HOLD-DOWN ELEVATION PER 6/5403, 4/S5.01 AND 9/S501. 11. ANCHOR BOLTS TO BE 5/81DIA x7'MINIMUM EMBEDMENT PER 4/54.04. PROVIDE HOT -DIPPED GALVANIZED ANCHOR BOLTS AT PRESSURE -TREATED SILL PLATES. 12. BEARING WALLS HAVE BEEN DESIGNED TO BE FULL BRACED BY GYPSUM AND WOOD SHEATHING. IF TOP DOWN FINISH IS DESIRED, THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING THE UNBRACED CONDITION OF THE STUDS UNTIL THE SHEATHING IS APPLIED. 13. TYPICAL DETAILS PER: 1/S501 TYPICAL INTERIOR STAIRWELL ELEVATION 3/S5.01 TYPICAL STUD WALL OPENING (HEADER) DETAIL 5/S5.01 TYPICAL TOP PLATE SPLICE DETAIL 10/S5 01 TYPICAL SHEAR WALL ELEVATION 4/S5,02 NON-STRUCTURAL PARTITION WALL CONNECTION II -JOIST) 15/55.03 TYPICAL HOLES AND NOTCHES IN WOOD STUDS j REVIEWED FOR 1 J CODE 4OMPLIANL:L APPROVED APR9A201B INDICATES LOCATION OF HOLD-DOWN iU,I j8LTD100,0l1 ROOF LEVEL 7 O LEVEL 6 $ LEVEL 5 $ LEVEL LEVEL 3 LEVEL2 $ LEVEL NOTE: DARKENED LINES DESIGNATE AREA OF WORK. 1938 Fairview Avenue East SUITE too Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license consultant logo 0a 64W 707 W 299 Avenue Spokane, Washington 99201 P: (509)455-4448 ww.dci-engineets.com CIVIL / STRUCTU FiAL Reserved ®°m°.°.,,��..°nAn4lis.mw project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98185 BUILDING PERMIT SET 0.31.17 FOUNDATION ONLY PERM IT F1 12.06.17 STRUCTURALRESUBMRTAL 51 12.18.17 STRUCTURALREBUBMITTA tlrawing tale 01.10.18 LEVEL 5 STUD AND SHEAR WALL PLAN - SOUTH drawing information DATE 12.06.17 SCALE As indicated DRAWN BSD OB# 17041-0175 sheet number S1.05BW LEVEL 5 STUD AND SHEAR WALL PLAN - SOUTH SCALE 118' 9 1'10 FOR PERMIT These drawings are sulfdc urn complete for submission to fie lurisaiction having euthomy Er permit. The Contractor shall not use these drawing.. consbucuon until Contractor receives written approved( or use in construction by the lunstliction having ex066s, and 00 Engineers. MATCHLINE PER 31.06BF L5 1/4x11 TB 2x10 LEDGER W/ 121 SDWS2200D8 SCREWS ®16'OC PSLS /4x117/8 PSL5 1/4x11 7/8 N1116'OC TYP AT BOLT -ON DECK PSLS 1/4x11 7/8. TYP AT BOLT -ON BALCONY L_38 —11 7/8" TJI 210 ®16'OC TYP AT CORRIDOR 7/8' TJI210B P, UNO PSL51/4x11 7/8. TYP AT BOLT -ON BALCONY 23/32° SHTHG PER PLAN NOTES T/SHTHG = 77'-10° 3/4' O198-10' TYP AT PARTY WALL TYP AT PARTY WALL TYP A BOLT -ON DECK 23'-0" BOLT -ON BALCONY BY OTHERS TYP AT INT UNIT WALL TYP AT INT UNIT WALL 121 LSL1 1/2x11 7/8 RIM JOIST, TYP AT CORRIDOR. UNO v�— /' CS16x4'-01TOP PLATE SPLICE ATFIREWALL FLOOR FRAMING PLAN NOTES: LSL31/2x11 7/B CS14 W/ 2x BLKG PSL5 1/4 1 7/8°TJI PSL51/4x51/4 TYP AT CORRIDOR ®12°OC 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01, S0.02, S003 AND S0.04. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. FLOOR SHEATHING PER PLAN AND STRUCTURAL GENERAL NOTES. SHEATHING TO BE GLUED AND NAILED TO FRAMING WITH 0.131° DIA721/2' NAILS® 61OC AT PANEL EDGES AND B 12"OC FIELD, UNO. LAY SHEATHING WITH FACE GRAIN (LONG DIRECTION) PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW 1/8° SPACE BETWEEN PANEL ENDS AND EDGES. 4. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICALPLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. 5. ALL WOOD EXPOSED TO CONCRETE, WEATHER, OR WITHIN 8° OF FINISHED GRADE SHALL 8E PRESSURE -TREATED. 6. ALL 2x HANGERS TO BE FACE MOUNT TYPE LUS, UNO. GLULAM, PARALLAM AND MICROLLAM HANGERS AREAS SPECIFIED ON PLAN. "1" JOIST HANGERS TO BE FACE MOUNT SIMPSON IUS TYPE. UNO. 7. HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE (2)2x10 MINIMUM. HEADER SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. 121 LSL1 1 LSL1 1/2x11 7/8 12) LSL1 1/201 7/8 RIM JOIST, TYP AT CORRIDOR UNO i t 7/8" T412101816"OC TYP AT CORRIDOR L =r_ TRIP AT INT UNIT WALL TYP AT PARTY WALL TIP AT BOLT -ON DECK BOLT -ON BALCONY BY OTHERS MATCHLINE PER Si.068F 8. BEAMS ARE FLUSH FRAMED WITH JOISTS UNLESS NOTED OTHERWISE ON DETAILS, OR ON PLANS AS'DB° INDICATING THAT DROPPED BEAM FRAMING IS REQUIRED. BEAM SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. PROVIDE A35 CLIP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES. 9. PROVIDE FULL HEIGHT SOLID BLOCKING OR DOUBLE JOISTS UNDER ALL SHEAR WALLS AND BEARING WALLS. AT SHEAR WALLS PARALLEL TO FRAMING, ALIGN 11) JOIST OVER SHEAR WALL (ADDITIONAL JOISTS MAY BE REQUIRED). 10. ALL RIM JOISTS AND BLOCKING TO BE 1 1/2" LSL MINIMUM, UNO. tt. PROVIDE DOUBLE JOISTS AROUND ALL FLOOR AND ROOF OPENINGS GREATER THAN 24°0N ONE SIDE, 12. BEARING STUD, SHEAR WALL HOLD-DOWN, POST SIZE, AND POST CAP AND BASE REQUIREMENTS BELOW PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW I REVIEWED FOR I CODE COMPLIANCE I I APPROVED APR 8 a MB LEVEL 4 LEVEL6 e LEVEL LEVEL 4 4 LEVEL3 LEVEL 2 S LEVELI A NOTE: DARKENED LINES DESIGNATE AREA OF WORK, LEVEL 6 FRAMING PLAN - NORTH SCALE: 118' U R BALIda ARCHITECTURE UREANIRURAL 1938 Fairview Avenue East SUITE mo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com r 206-257-0972 '1n0314TS 1860 /8® 707 W 2nd Avenue Spokane, Washington 99201 P: (509) 455.4448 www.dci.engineers.com CIVIL / STRIJCTL/ RAL ®cn project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 BUILDING PERMIT SET 10.31.17 FOUNDATION ONLY PERMIT STRUCTURAL RESUBMIT-1AL STRUCTURALRESUBMRTAL , 12.06.17 121817 01.10.18 LEVEL 6 FRAMING PLAN - NORTH FOR PERMIT Theo (Wwings are suit iciently complete for submission to the jurisdiction construction until Contractor receives written approval for use in con truR. the horityfor permit. The Contractor shall not use these 4rev4ngs for IuriWorion having authority sod DOI Engineers. PER 51068W MATCHLINE 95'-10" ' 2340° 23'-0° 23'-0' 23'-0° 17'-0° 2x6 STUDS 016"OC f 266 STUDS 016"0C J 7.00T 2 0 7.0OT 6.00T W2 600T O / 6x8 POST TYP AT BOLT -ON BALCONY 8 S L \ 700T Q ,r1/2 O ].C9L/^lJ 260T'�_ h82 O 6.25T �.... W2 7.00T O W2 ar 6.25T 8 6x8 POST TYP AT —BOLT-ON BALCON^ BOLT -ON BALCONY BY OTHERS o0T W2 700T N O 700T 2 / 600T O 00 f STUD BEARING WALL SCHEDULE LEVEL CORRIDOR WALL PARTY WALL INTERIOR UNIT WALL EXTERIOR WALL 7 2660)6030 264016°00 2x401610C 286016°00 6 26661600 264016"06 224016'00 2x6016°00 5 2860 1600 264012"0C (2) 264016°00 2660167)C 4 76619WOO (2) 264016"06 (2)264016'00 266016.00 3 266016°00 121264016°00 (2)264012"0C OR (2) LSL1 1/2x3 1/2 0116°0C 266016"06 STUD AND SHEAR WALL PLAN NOTES: O 6.50T 2 650T O 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01, S002,S0.03 AND 5004. 2. LUMBER GRADE PER STRUCTURAL GENERAL NOTES. 3. BALLOON FRAME ALL WALLS GREATER THAN ONE LEVEL 10'-0° WITH (2) 26 016°OC. 4. ALL INTERIOR NON -BEARING, NON-STRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 5. HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BYO)TRIMMER AND(1) KING STUD MINIMUM, UNO. WHERE MORE THAN (1) TRIMMER IS REQUIRED, THE NUMBER OF TRIMMER STUDS SHALL BE NOTED THUS TRIMMERS TO BE CONTINUOUS TO THE FOUNDATION. POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING. c0 6. BEAMS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY (2) BUNDLED STUDS MINIMUM, UNO. WHERE MORE THAN (2) BUNDLED STUDS ARE REQUIRED, THE NUMBER OF BUNDLED STUDS SHALL BE NOTED THUS: . BUNDLED STUDS TO BE CONTINUOUS TO THE FOUNDATION. POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING. 113(2) SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 19/S501. B. AT STAGGERED STUD WALLS, BUNDLED STUDS, TRIMMER STUDS, KING STUDS AND SHEAR WALL COMPRESSION STUDS ARE TO MATCH THE WIDTH OF THE WALL PLATES. V W2 0 75T a W2 0 a7 .50T W2 oT ® W2 TYP OLT-ON BALCONY BY OTHERS MATCHLINE PER 510684 0T^ / li° INDICATES TENSION LOADS REQUIRED (IN KIPS). LOADS SHOWN ARE AT SERVICE LEVEL (ASD). CIRCLED NUMBER INDICATES NUMBER OF STUDS REQUIRED FOR TDS HOLD-DOWN, PLACE HALF OF EACH SIDE OF TDS. 10. TYPICAL HOLD-DOWN ELEVATION PER 6/S4.03. 4/S601 AND 9/5501. 11. ANCHOR BOLTS TO BE 5/8' DIA x 7" MINIMUM EMBEDMENT PER 4/S4.04. PROVIDE HOT -DIPPED GALVANIZED ANCHOR BOLTS AT PRESSURE -TREATED SILL PLATES. 12. BEARING WALLS HAVE BEEN DESIGNED TO BE FULL BRACED BY GYPSUM AND WOOD SHEATHING. IF TOP DOWN FINISH IS DESIRED, THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING THE UNBRACED CONDITION OF THE STUDS UNTIL THE SHEATHING IS APPLIED. .-.-.----.-- -..- 13. TYPICAL DETAILS PER: 1/S501 TYPICAL INTERIOR STAIRWELL ELEVATION 3/55.01 TYPICAL STUD WALL OPENING (HEADER) DETAIL 6/55.01 TYPICAL TOP PLATE SPLICE DETAIL 10/S5.01 TYPICAL SHEAR WALL ELEVATION 4/S5.02 NON-STRUCTURAL PARTITION WALL CONNECTION II -JOIST) 15/S503 TYPICAL HOLES AND NOTCHES IN WOOD STUDS INDICATES LOCATION OF HOLD-DOWN REVIEWED FOR Ate M N T APR R A 101B ROOF s LEVEL 7 Q LEVEL 6 0 LEV LEVEL4 0 LEVEL 3 0, LEVEL2 Q LEVEL 19 NOTE: DARKENED LINES DESIGNATE AREA OF WORK. LEVEL 6 STUD AND SHEAR WALL PLAN - NORTH SCALE: 118° =1'-0° 7 URB^i:/ ARCHITECTURE URBAN1RU t1AL 1938 Fairview Avenue East salre loe Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license 00 OR 03 1 C4 C= 63 49 680 707 W 2nd Avenue Spokane, Washington 99201 P: (509) 455-4448 www.tici-engineers.com CIVIL / ST1=11.JCTUFBAL copussui tomb 691nuo consworio us. sc RioNs Rex. project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 BUI key plan G PERMIT SET ' FOUNDATION ONLY PERM tlrawing till LEVEL 6 STUD AND SHEAR WALL PLAN — NORTH DATE .1 SCALE As intlicafed DRAWN BSD JOBS 17041-0175 sheet number S 1.06AW FOR PERMIT Anise drawings are surfinernly complete. submission to the pls.-gun having authority for permit., Contractor shell not use these drawings for cons...ion until Contractor receives witten approval for use in construction by the jurisdiction having authoriry...I Engineer.& lU REAL/ ARCHITECTURE URSANIRURAL MATCHLINE PER 046AF 2x10 P 16.0 TYP PSL51/4411 7/8 2x10 LEDGER W/ 12/ SDW5220008 SCREWS N 16"OC PSL51/4411 7/8 PSL51/4411 7/8 PSL51/4x TYP 7/8 2x101816'OC TYP AT BOLT -ON DECK TYP AT INT UNIT WALL 7/6' TJI 210 1i6°0 117/8 JI 2101816'OC TYP A CORRIDOR TYP AT PARTY WALL 23/321SHTHG PER PLAN NOTES T/SHTHG 4 77'-10' 3/4" TYP AT PARTY WALL 121 LSL1 1/2x11 7/8 RIM JOIST. TYP AT CORRIDOR, UNO CS16x4'-0" TOP PLATE -r- 41-0° I 4.0" SPLICE AT FIREWALL G — a `TYP .---'�'I-----I—_- v _CS14VV t o I t v L 2x BLKG ' I F LSL3 1/2x11 7/B PSL5 1 /4x11 7/8, TYP AT BOLT -ON BALCONY PSL5 1/4x11 7/8, TYP AT BOLT -ON BALCONY LT -ON BALCONY BY OTHERS 195'-10" CS16x4'-0" TOP PLATE SPLICE AT FIREWALL DUHGR, TYP AT FIREWALL C516x4'-0" TOP PLATE SPLICE AT FIREWALL FLOOR FRAMING PLAN NOTES: PSL5 /4x117/ 2x1 ®160 TYP AT INT UN11' WALL TYP AT BOLT -ON DECK 21 LSL 6'-21/2° O O O 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S001, S0.02, S0,03 AND S0,04, VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. 3. FLOOR SHEATHING PER PLAN AND STRUCTURAL GENERAL NOTES. SHEATHING TO BE GLUED AND NAILED TO FRAMING WITH 0.131" DIAx21/2. NAILS ®6"OC AT PANEL EDGES AND @ 12"0C FIELD, UNO. LAY SHEATHING WITH FACE GRAIN (LONG DIRECTION/ PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW 1/8" SPACE BEf WEEN PANEL ENDS AND EDGES. 4. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. 5. ALL WOOD EXPOSED TO CONCRETE, WEATHER, OR WITHIN 8" OF FINISHED GRADE SHALL BE PRESSURE -TREATED. 6. ALL 2x HANGERS TO BE FACE MOUNT TYPE LUS, UNO. GLULAM, PARALLAM AND MICROLLAM HANGERS ARE AS SPECIFIED ON PLAN, (I° JOIST HANGERS TO 8E FACE MOUNT SIMPSON IUS TYPE, UNO. HEADERS SHOWN BUT NOT SPECIFIED ARE TO 8E 12) 2x10 MINIMUM. HEADER SUPPORTS PER STUD AND SHEAR WALL PIAN ON FLOOR BELOW. 7/8"TJI210O 100C PATCORRIDOR PSL51/4x51/4 TYP AT CORRIDOR 121 LSL1 1/2x11 7/8 RIM JOIST, TYP AT CORRIDOR, UNO TYP AT PARTY WALL TYP AT NT UNIT WALL BOLT -ON BA CONY BY OTHERS 34'-11° BOLT -ON BALCONY BY OTHERS MATCHLINE PER S106AF 8. BEAMS ARE FLUSH FRAMED WITH JOISTS UNLESS NOTED OTHERWISE ON DETAILS, OR ON PLANS AS °DB" INDICATING THAT DROPPED BEAM FRAMING IS REQUIRED. BEAM SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. PROVIDE A35 CLIP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES. 9. PROVIDE FULL HEIGHT SOLID BLOCKING OR DOUBLE JOISTS UNDER ALL SHEAR WALLS AND BEARING WALLS. AT SHEAR WALLS PARALLEL TO FRAMING, ALIGN (1) JOIST OVER SHEAR WALL (ADDITIONAL JOISTS MAY BE REQUIRED). 10. ALL RIM JOISTS AND BLOCKING TO BE 1 1/2" LSL MINIMUM, UNO. 11. PROVIDE DOUBLE JOISTS AROUND ALL FLOOR AND ROOF OPENINGS GREATER THAN 24° ON ONE SIDE. 12. BEARING STUD, SHEAR WALL, HOLD-DOWN, POST SIZE, AND POST CAP AND BASE REQUIREMENTS BELOW PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW, REVIEWED FOR CPDE-COMPLIANCE APPROVRP NOTE: LEVEL] LEVEL 6 9 LEVEL 5 LEVEL4 LEVEL 3 LEVEL2 LEVEL I DARKENED LINES DESIGNATE AREA OF WORK. LEVEL 6 FRAMING PLAN - SOUTH SCALE: 1/8' =1'-0' 1938 Fairview Avenue East sum too Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license C= EO W [1 ff 1 707 W 2nd Avenue Spokane, Washington 99201 P: (509) 455-4446 ww.dci-engineers.com CIVIL /STRUCTURAL ® copyright t ncgiynsaewroe project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 REID NIIDDLETON, INC. an ubmittals/revisions BUILDING PERMIT SET ,...FOUNDATION ONLY PERMI STRUCTURALRESUBMITTAL 5rRUCTURALRESUBMITTAL O.31,17 4 A AMIE 2.06 12.1 1 .17 rn LEVEL 6 FRAMING PLAN - SOUTH drawing information DATE 12.06.17 SCALE As indicated DRAWN BSD JOB 7041-017 FOR PERMIT These wings are sufficiently complete for submission to the ludAliction having aut o/5E1o/ permit The Contractor shall not use these drawings for construction until Comracor receives written apNovalfor use in mnstvnion byte jurO ttion having AWN* NO PM Engineers. URBALO ARCHITECTURE URSANIRURAL MATCHLINE PER S1.06AW 2x6 STUDS 016.0C ti ® 625T '® W2 /i O 600T W2 2x6 STUDS 016"OC L L 7 50T 00T O] 00T WM2 7COT (rD 750T 2 0 W2 L 525T 6x8 POST TYP AT B LT N-RALC NY I ]50T O W2 700T ® W2 8 700T .50T 5.25T 8 V r 23'-0" STUD BEARING WALL SCHEDULE LEVEL CORRIDOR WALL PARTY WALL INTERIOR UNIT WALL EXTERIOR WALL 7 256016°00 264016°00 2x4016"00 266016°0C 6 20601000 2x4016°00 254016°00 2x6016"00 5 256241000 254012°00 12) 2x4016°0C 2x601000 4 200016"OC (21204(1116'OC 12) 254016°00 206016"0C 3 2x6016.0C (2)2x4816"00 (21224 K2 12.0C OR 121 LSL1 1/2x31/2016"0C 2x0010"OC -BOLT-ON BALCONY BY OTHERS 195'-10" 8 650T 8 �-- FIREWALL a W2 )4>- FIREWALL STUD AND SHEAR WALL PLAN NOTES: 650T Q C 7.00T ® 1 6x8 POST TYP AT BOLT -ON BALCONY .N2 7.002 62,T W2 6.00T W2 00 j 5T 625T ® W2 ® 325T 7 0T W2 ® 650T 7. 9 O ® 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA. ABBREVIATIONS AND LEGEND PER S0.01, 50,02,50.03 AND 50.04. 9. 2. LUMBER GRADE PER STRUCTURAL GENERAL NOTES. 3. BALLOON FRAME ALL WALLS GREATER THAN ONE LEVEL 10'-0" WITH (2) 2x 016.0C. 4. ALL INTERIOR NON -BEARING, NON-STRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 11. 5. HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY )1) TRIMMER AND I11 KING STUD MINIMUM, UNO. WHERE MORE THAN (11 TRIMMER IS REQUIRED, THE NUMBER OF TRIMMER STUDS SHALL BE NOTED THUS) TRIMMERS TO BE CONTINUOUS TO THE FOUNDATION. POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING. uC) 6. BEAMS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY 12) BUNDLED STUDS MINIMUM, UNO. WHERE MORE THAN 121 BUNDLED STUDS ARE REQUIRED, THE NUMBER OF BUNDLED STUDS SHALL BE NOTED THUS: . BUNDLED STUDS TO BE CONTINUOUS TO THE FOUNDATION. POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING. ]. SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE I9{55.01. 8. AT STAGGERED STUD WALLS, BUNDLED STUDS, TRIMMER STUDS, KING STUDS AND SHEAR WALL COMPRESSION STUDS ARE TO MATCH THE WIDTH OF THE WALL PLATES. -2 /2° BOLT -ON BALCONY BY OTHERS 34'-11` BOLT -ON BALCONY BY OTHERS MATCHLINE PER S10677 M INDICATES TENSION LOADS REQUIRED (IN KIPS). LOADS SHOWN ARE AT SERVICE LEVEL (ASD). CIRCLED NUMBER INDICATES NUMBER OF STUDS REQUIRED FOR TDS HOLD-DOWN, PLACE HALF OF EACH SIDE OFTDS. 10. TYPICAL HOLD-DOWN ELEVATION PER 6/S4.03, 4/S5.01 AND 9/S501. ANCHOR BOLTS TO BE 5/8" DIA x 7° MINIMUM EMBEDMENT PER 4/54.04. PROVIDE HOT -DIPPED GALVANIZED ANCHOR BOLTS AT PRESSURE -TREATED SILL PLATES. 12. BEARING WALLS HAVE BEEN DESIGNED TO BE FULL BRACED BY GYPSUM AND WOOD SHEATHING. IF TOP DOWN FINISH IS DESIRED, THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING THE UNBRACED CONDITION OF THE STUDS UNTIL THE SHEATHING IS APPLIED. 13. TYPICAL DETAILS PER) 1/S5 01 TYPICAL INTERIOR STAIRWELL ELEVATION 3/5501 TYPICAL STUD WALL OPENING (HEADER) DETAIL 5/S5.01 TYPICAL TOP PLATE SPLICE DETAIL 10/S501 TYPICAL SHEAR WALL ELEVATION 4/S5.02 NON-STRUCTURAL PARTITION WALL CONNECTION II -JOIST) 15/S5.03 TYPICAL HOLES AND NOTCHES IN WOOD STUDS INDICATES LOCATION OF HOLD-DOWN: REVIEWED FOR coot-cotartrAwcrj APPROVED APRe32010 ROOF LEVEL 7 LEVEL 6 LEVEL 5 4 LEVEL 4 P LEVEL 3, LEVEL 2 , NOTE: DARKENED LINES DESIGNATE AREA OF WORK. 1938 Fairview Avenue East 5,ne,00 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license 57(" 00tfl5757 F3.5i® 707 W 2nd Avenue Spokane, Washington 99201 P : (509) 455.4449 wa.dc0ongineers.com CIVIL i s-r R O 006g rsano Anaglns Reserved project nam STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 JAN I 21/13 REID MIIDDLETON, INC. et, el BUILDING PERMIT SET FOUNDATION ONLY PERMIT drawing till LEVEL 6 STUD AND SHEAR WALL PLAN - SOUTH 456wing information DATE 12.06.17 SCALE Aicated DRAWN BSD OBM 17041.0175 copyright vr. • 411 sheet number S1.06BW LEVEL 6 STUD AND SHEAR WALL PLAN - SOUTH SCALE I/e°= I'-0° FOR PERMIT These drawings are sufficiently complete for submission to the jurisdiction having authority for permit. The Contractor Oall not use these drawings for consttuNon until Contractor receives written approval for use In construction by thejurisd'rnion having Whore,. CU Engineers. MATCHLINE PER 51.078F PSL5 1/4x11 7/8 x10 LEDGER W/ 12) SDWS2200DB SCREWS®16'OC S5114x117/8 u11®16.0C 2x10 ®16.0G 1'-8• tt� � // CS14 no TYP AT BOLT -ON DECK PSL5114x11 7/8, TYP AT BOLT -ON BALCONY 11 7/8" TJI 210 (16"OC TYP l" AT CORjiiDOfl $. CS14 S14 hit A W TJI 210016'OC P, UNO PSL51/4x11 7/8, TYP AT BOLT -ON BALCONY 23/32' SHTHG PER PLAN NOTES T/SHTHG =87'A 3/4' TYP TYP AT PARTY WALL TYP AT BOLT -ON DECK CS14 1 BOLT -ON BALCONY BY OTHERS TYP AT INT UNIT WALL TYP A71NT UNIT WALL 12) LSL11/2x11 7/8 RIM JOIST, TYP AT CORRIDOR, UNO CS16x4'-0"TOP PLATE SPLICE ATFIREWALL FLOOR FRAMING PLAN NOTES: LSL3 1/2x11 7/8 CS14 W/ 2x ELKS O 7/8. TJI 10 ®12.0C STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S001, S0.02, S0,03 AND S0.04, VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. 3. FLOOR SHEATHING PER PLAN AND STRUCTURAL GENERAL NOTES. SHEATHING TO 8E GLUED AND NAILED TO FRAMING WITH 0.131" DIAx212" NAILS 0 MC AT PANEL EDGES AND 012'OC FIELD, UNO. LAY SHEATHING WITH FACE GRAIN (LONG DIRECTION) PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW 1/8" SPACE BETWEEN PANEL ENDS AND EDGES. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. 5. ALLWOOD EXPOSED TO CONCRETE, WEATHER, OR WITHIN 8° OF FINISHED GRADE SHALL BE PRESSURE -TREATED. 6. ALL 2x HANGERS TO BE FACE MOUNT TYPE LUS, UNO. GLULAM. PARALLAM AND MICROLLAM HANGERS AREAS SPECIFIED ON PLAN. '7 JOIST HANGERS TO BE FACE MOUNT SIMPSON /US TYPE, UNO. HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE (212x10 MINIMUM. HEADER SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. HU HGR 2) LSL1 1/2 11 7/ 5 1/n 11 7/8 —CMST12x6'-0° CNTRD 1/4 1 7/6 SHEAR WALL RIM TO LSL_ 121 LSL1 1/2x11 7/8- 1/2x11 7/8 12) LSL1 1/2x11 7/8 RIM JOIST, TYP AT CORRIDOR, UNO CMST12x10"0'CNTRD SHEAR WALL RIM TO 4x BLKG LL 7/8.731210461600 51 P AT CORRIDOR 0 CMST120'41" CNTRD SHEAR WALL RIM TO 4x MG CMST12x10'-0° CNTRD SHEAR WALL RIM TO 4x BLKG TYP AT NT UNIT WALL TYP AT PARTY WALL TYP AT BOLT -ON DECK MATCHLINE PER S1 078F 8. BEAMS ARE FLUSH FRAMED WITH JOISTS UNLESS NOTED OTHERWISE ON DETAILS. OR ON PLANS AS "DB" INDICATING THAT DROPPED BEAM FRAMING IS REQUIRED. BEAM SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. PROVIDE A35 CLIP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES. 9. PROVIDE FULL HEIGHT SOLID BLOCKING OR DOUBLE JOISTS UNDER ALL SHEAR WALLS AND BEARING WALLS. AT SHEAR WALLS PARALLEL TO FRAMING, ALIGN 111 JOIST OVER SHEAR WALL (ADDITIONAL JOISTS MAY BE REQUIRED). 10. ALL RIM JOISTS AND BLOCKING TO BE 1 1/2° LSL MINIMUM, UNO. 11. PROVIDE DOUBLE JOISTS AROUND ALL FLOOR AND ROOF OPENINGS GREATER THAN 24. ON ONE SIDE. 12. BEARING STUD, SHEAR WALL, HOLD-DOWN, POST SIZE, AND POST CAP AND BASE REQUIREMENTS BELOW PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. REVIEWED FOR I com--eetwt-r IVe'E / APPROVED APR 03 2010 UI PIPf N$ = RM$)i6 1 f ROOF „ LEVEL 7 LEVEL 6 LEVEL 5 0 LEVEL 4 LEVEL 3 LEVEL 2 LEVEL1 , NOTE: DARKENED LINES DESIGNATE AREA OF WORK. LEVEL 7 FRAMING PLAN - NORTH SCALE: 1/8' R.1-0' URBA a ARCHITECTURE u 1ISANISU 0AL 1938 Fairview Avenue East:oITE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com r 206-257-0972 consultant logo 6n 11 M E § m 6 707 W 266 Avenue Spokane, Washington 99201 Pi(509) 455A448 wvny.dckengineers.com CIVIL / ST 1.1 LJ RP, I_ loco project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 I © Tlij E J'U JAN152013 RED MIDDLETON,111C. �II key plan submittals/revisions BUILDING PERMIT SET 10.31.17 FOUNDATION ONLY PERMIT 2.06.17 STRUCTURAL RESUBMRT 8.17 STRUCTURAL RESUBMRTA 01.10,18 r drawing title LEVEL 7 FRAMING PLAN - NORTH drawing information DATE 12.06.17 CALE As indicated DRAWN BSD OS 17041.0175 MATCH0L7BWINE PER51, 2x6 STUDS @ 16'0G 2x6 STUDS @ 16•'0C W6 W6 2.25T O 6x8 POST TYP AT BOLT -ON BALCONY TYP 2.000 O 225T W6 2.00T 2.25i / 2.25T r 200T ry 6x8 POSTTYP AT BOLT-0N BALCON J 2.25T 2.00T W6 8 200T 200T 200T w6 0 200T STUD BEARING WALL SCHEDULE LEVEL CORRIDOR WALL PARTY WALL INTERIOR UNIT WALL EXTERIOR WALL 7 2x6 @ 16"0C 2x4 @ 16°0C 2x4016'0C 2x6 @ 16'0C 6 2x6@16"OC 2x4@16"OC 2x4@16'0C 2x6@16`0C 5 2x6@16)0C 2x4@ 12'OC (2)2x4@16"OC 2x6@16"0C 4 2x6@ 16'0C (2)2x4@16"OG (2)2x4@16•0C 2x6016)0C 3 2x6@16•'0C (2)2x4@16"0C 12)2x4@12°0C OR (2) LSL1 12x31(2 @ 16"0C 2x6@160C 2 ® 00 BOL1-0N BALCONY BY OTHERS 2.25T 2 25T 7•-0 W6 O 2.25T f� r r e STUD AND SHEAR WALL PLAN NOTES: 12 2.25T 2.25T W6 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S001. S0,02,S003 AND S004. 2. LUMBER GRADE PER STRUCTURAL GENERAL NOTES. 3, BALLOON FRAME ALL WALLS GREATER THAN ONE LEVEL 1041Y WITH (2) 2x 0016°0C. 4. ALL INTERIOR NON -BEARING, NON-STRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 5. HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY 11) TRIMMER ANDII) KING STUD MINIMUM, UNO. WHERE MORE THAN (11 TRIMMER IS REQUIRED, THE NUMBER OF TRIMMER STUDS SHALL BE NOTED THUS: TRIMMERS TO BE CONTINUOUS TO THE FOUNDATION. POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING. tO 6. BEAMS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY (2) BUNDLED STUDS MINIMUM. UNO. WHERE MORE THAN (2) BUNDLED STUDS ARE REQUIRED, THE NUMBER OF BUNDLED STUDS SHALL BE NOTED THUS: . BUNDLED STUDS TO BE CONTINUOUS TO THE FOUNDATION. POST -TENSIONED SLAB, BLOCK SOLID AT FLOOR FRAMING. s 3 7. SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 19)S5 01. 6. AT STAGGERED STUD WALLS, BUNDLED STUDS, TRIMMER STUDS, KING STUDS AND SHEAR WALL COMPRESSION STUDS ARE TO MATCH THE WIDTH OF THE WALL PLATES. -44 we W6 O 1.2 FOR PERMIT These drawings ere sufficiently romWece for submission tome jurisdiction having authority tv permit. The Contractor shell not gse these drawings for wnewrnon until Contractor receives written approval for use n construction byte jurisdiction having authority end DC( Engineer, 0 00T w6 T W6 1.000 o0T -BOLT-ON BALCONY BY OTHERS MATCHLINE PER 5,.078W INDICATES LOCATION OF HOLD-DOWN XK7- 9. / INDICATES TENSION LOADS REQUIRED (IN KIPS). LOADS SHOWN ARE AT SERVICE LEVEL(ASD1, CIRCLED NUMBER INDICATES NUMBER OF STUDS REQUIRED FOR TDS HOLD-DOWN, PLACE HALF OF EACH SIDE OF TDS. 10. TYPICAL HOLD-DOWN ELEVATION PER 6/S403. 4(S5.01 AND 9/S5,01. 11. ANCHOR BOLTS TO BE 5/8"DIAx7" MINIMUM EMBEDMENT PER 4/S4.04, PROVIDE HOT -DIPPED GALVANIZED ANCHOR BOLTS AT PRESSURE,TREATED SILL PLATES. 12. BEARING WALLS HAVE BEEN DESIGNED TO BE FULL BRACED BY GYPSUM AND WORD SHEATHING. IF TOP DOWN FINISH IS DESIRED, THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING THE UNBRACED CONDITION OF THE STUDS UNTIL THE SHEATHING IS APPLIED. 13. TYPICAL DETAILS PER: 1/S5.01 TYPICAL INTERIOR STAIRWELL ELEVATION 3(S5.01 TYPICAL STUD WALL OPENING (HEADER) DETAIL 5/35.01 TYPICAL TOP PLATE SPLICE DETAIL 10/S6,01 TYPICAL SHEAR WALL ELEVATION 4/S5.02 NON-STRUCTURAL PARTITION WALL CONNECTION (I401Si1 15/S5.03 TYPICAL HOLES AND NOTCHES IN WOOD STUDS REVIEWED FOR APPROVED APR032010 ROOF A LEVEL ` LEVEL 6 o LEVEL5 0 LEVEL 4 0 LEVEL 3 0 LEVEL Q LEVEL 1 s NOTE: DARKENED LINES DESIGNATE AREA OF WORK. URI',�". S/JLJ ARCHITECTURE URRANIRURAL 1938 Fairview Avenue East SUITEtoo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture,com r 206-257-0972 license "W��GoY w4CR0 consultant logo 707 W 2nd Spokane, Washington P:(509) 455.4448 CIVIL / ©Copyright 00 Gll(610300046N Avenue 99201 v040,4i-engineers.com STRUCTURAL arNat Nee. a® project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 �'� fcc©EOW 1 Lll JAN 15 20i3 RED 1MIDDLETON, INC.__, key plan submillals)revisions BUILDING PERMIT SET 10.31.17 FOUNDATION ONLY PERMITA 12.06.17 STRUCTURALRESUBMITTAL A 12.18.17- STRUCTURAL RESUBMRTAL Amomp drawing tithe LEVEL 7 STUD AND SHEAR WALL PLAN - NORTH drawing information DATE 12.06.17 SCALE As indicated DRAWN BSD JOB# 17041-0175 copyright umber S 1.07AW LEVEL 7 STUD AND SHEAR WALL PLAN - NORTH SCALE, 1/8'=1'-0• FOR PERMIT These Hawing are sufficiently comEIete for submissiox to the HrIsdiction having Nithojty Nr perm?, Comeau shalt not use these LI/swings/or construction wHIConmstor /sox., mitten approv.Dr use in construction by He joristlittion NevIng autborD/ and DO Enginsers, URBALO ARCHITECTURE u 13 AiJIRUPAL MEART4H aL4 J pA SL5 1/4x11 7/8 2x10 LEDGER VV/ 21 SDWS2200DB SCREWS @ 160C PSL5 1/4x11 7/8 ANA hk. 4111.11 2x108816)0 411111114k IMAM. 1/4x11 7/8 TYP 2x10 @ 16.0C CS14 23/32' PER P T/SHTHG WP AT BOLT -ON DECK SHTHG N NOTES 87,4 314" TYP AT INT UNIT WALL 11 7/8" T.11210 @ 16"0C TYP AT CORRIDOR PPP AT PARTY WALL 23LO" TYP (2) LSL1 1/2x11 7/8 RIM JOIST, TYP AT CORRIDOR, ON. CS14 x 4x0" 1)004 41T8' A 11 7/8) TJI 210 160C "DT, UNO PSL5 1/4x11 7/8, TYP AT BOLT -ON BALCONY — BOLT -ON BALCONY BY OTHERS 2330" C516x4)-0) TOP PLATE — SPLICE AT FIREWALL CS1624)-0) TOP PLATE SPLICE AT FIREWALL C516x4I-0. TOP PLATE SPLICE AT FIREWALL L 2x1 @ 16.0C PSL5 1/4x11 /81: CS14 x 4 PS75 1/491 7/8 3 C TYP AT BOLT ON DECK TYR AT INT 1.1N IT WALL 9)-5 1/2) I?) LSL1 1/2 6))2 1/2) CMST12210)-0° CNTRD SHEAR WALL RIM TO 4x BLKG 11 7/8" T51210 @ 16.0C TYP AT CORRIDOR CMST12,10I-0.CNTRO SHEAR WALL RIM TO 4x BLKG PSL5 190<5 1/4 TYP AT CORRIDOR 12) LSL1 1/2x11 7/8 RIM JOIST, TYP AT CORRIDOR, UNO CMST14x4x0° CNTIPD SHEAR WALL 2x BLKG — BOLT -ON BALCON BY OTHERS e 16 TYP 34911" TYP AT PARTY WALL TYP AT NT UNIT WALL 195'-10' 0 FLOOR FRAMING PLAN NOTES: ® 0 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01, S0.02, S0.03 AND S0.04. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. 3. FLOOR SHEATHING PER PLAN AND STRUCTURAL GENERAL NOTES. SHEATHING TO BE GLUED AND NAILED TO FRAMING WITH 0.131. DIAx2 1/2" NAILS@ 6°0C AT PANEL EDGES AND @ 12''OC FIELD, UNO. LAY SHEATHING WITH FACE GRAIN (LONG DIRECTION) PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW 1/8" SPACE BETWEEN PANEL ENDS AND EDGES. 4. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS, 5, ALL WOOD EXPOSED TO CONCRETE, WEATHER, OR WITHIN 7OF FINISHED GRADE SHALL BE PRESSURE- TREATED. 6. ALL 2x HANGERS TO BE FACE MOUNT "LYRE WS, UNO. GLULAM, PARALLAM AND MICROLLAM HANGERS ARE AS SPECIFIED ON PLAN."'" JOIST HANGERS TO BE FACE MOUNT SIMPSON IUS P(PE, UNO. 7. HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE (212x10 MINIMUM. HEADER SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. -4 3/4' MpAT,C1110L,INAE 8. BEAMS ARE FLUSH FRAMED VVITH JOISTS UNLESS NOTED OTHERWISE ON DETAILS, OR ON PLANS AS "DB" INDICATING THAT DROPPED BEAM FRAMING IS REQUIRED. BEAM SUPPORTS PER STUD AND SHEAR WALL PIAN ON FLOOR BELOW. PROVIDE A35 CLIP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES. PROVIDE FULL HEIGHT SOLID BLOCKING OR DOUBLE JOISTS UNDER ALL SHEAR WALLS AND BEARING WALLS, AT SHEAR WALLS PARALLEL TO FRAMING, ALIGN IQ JOIST OVER SHEAR WALL (ADDITIONAL JOISTS MAY BE REQUIRED/. 10. ALL RIM JOISTS AND BLOCKING TO BE 1 1/2" LSL MINIMUM, UNO. 11. PROVIDE DOUBLE JOISTS AROUND ALL FLOOR AND ROOF OPENINGS GREATER THAN 24" ON ONE SIDE. 12. BEARING STUD, SHEAR WALL HOLD-DOWN, POST SIZE, AND POST CAP AND BASE REQUIREMENTS BELOW PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. REVIEWED FOR DOPE COMPLIANDE! APPROVED APR 0 a 1018 CI of Tu "la 1. I. ROOF LEVEL LEVEL 6 s LEVELS 4 LEVEL 4 0 LEVEL 3 s LEVEL 2 LEVEL I NOTE: DARKENED LINES DESIGNATE AREA OF WORK. 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com r 206-257-0972 consultant logo 1111111 707W2ndZu7'" Spokane, Washington 99201 P: (509) 455,4448 www.dci-engineers.eorn / STRUCTURAL_ 0.9.19 14,2017 D'hnalo Come:rung 61c.P1 Rights Rexene] 3EFEIE5a57EiEFE:::::: . ^ project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWKA, WA 98188 1A51 15 20:3 REID ivilDDLETON, 1; key plan submittaiskevisions BUILDING PERMIT SET 10.31.17 , FOUNDATION ONLY PERMIT 12.06.17 AI= ALIZEI STRUCTURAL RESUBMITTAL STRUCTURAL RESUBMITT LEVEL 7 FRAMING PLAN - SOUTH dramng information DATE 12.06.17 SCALE As indicated DRAWN SSD JOS # 17041-0175 copyright 20181Nbal Archltpautp PUG doC=7.11 et==n" 88,884Lerox an)sournent?Pre»282.),Pava sheet number S1.07BF LEVEL 7 FRAMING PLAN - SOUTH SCALD I /BIN I NW MATCHLINE PER St 07AW 2x6 STUDS ®161OC 2x6 STUDS 816"OC a 2.25T ] w6 lJ /1 250T / W6 O 220T I 225T 2 O 2.50T / O 225T w6 / 02.25T O W6 2 Z25 W6- 2 T 8 2 00T 50T 00T aV 6x8 POST TYP AT B L-TONBALCONY W6 W6 L 8 Q O 8 FIREWALL 0 0 200T DLI FOR PERMIT Owe drawings ere sufficiently wawata for suhmission@de KWicdon having authority for permit.The Canttactor.11 not use thesearewmgs far construction until Contractor receives Rotten approval for use in consirvction by the jurisdiction having authority end DCI Engineers. 1 O 2. 5 W6 1 2.25T O 2.00T /I STUD BEARING WALL SCHEDULE LEVEL CORRIDOR WALL PARTY WALL INTERIOR UNIT WALL EXTERIOR WALL 7 206816700 204816"00 204816.00 2x6016"00 6 246816107 2x4816.00 204016.00 2x6816"06 5 246816"05 204012100 (2) 2048160C 206816"00 4 266816"05 12) 2x401610C (2) 2,4016"05 206441610C 3 2x68160C 12) 2x4816105 (212x4©100C OR (2) LSL1 OW 1/2@16.0C 2x6816"OC BOLT -ON BALCONY BY OTHERS WE A, 2.ODT O 2.ODT O s1 8 STUD AND SHEAR WALL PLAN NOTES: 2. 3. 5. 6. 1 6x8 POST TYP AT BOLT-0N BALCOI W6 2 25T 2.00T cos 0 225 STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0,01, SO 02.SC03 AND 50.04, LUMBER GRADE PER STRUCTURAL GENERAL NOTES. BALLOON FRAME ALL WALLS GREATER THAN ONE LEVEL 10'-0" WITH 12) 27 G 16"OC. 10. ALL INTERIOR NON -BEARING, NON-STRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 11. HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY (1) TRIMMER AND )1) KING STUD MINIMUM, UNO, WHERE MORE THAN (1) TRIMMER IS REQUIRED, THE NUMBER OF TRIMMER STUDS SHALL BE NOTED THUS: TRIMMERS TO BE CONTINUOUS TO THE FOUNDATION. POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING. BEAMS SHOWN ON FRAMING PLAN SHALL aESUPPORTED BY(21 6BUNDLEDSTUDSMINIMUM, UNO. WNEflE MORE THAN 121 BUNDLED STUDS ARE REQUIRED, THE NUMBER OF FOUNDATION. STUDS SHALL -SI NOTED THUS: .BUNDLED STUDS TO BE CONTINUOUS TO THE FOUNDATION. POST -TENSIONED SLAB. BLOCK SOLID AT FLOORFRAMING.iNG. a� SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 19/55.01. 8, AT STAGGERED STUD WALLS, BUNDLED STUDS, TRIMMER STUDS, KING STUDS AND SHEAR WALL COMPRESSION STUDS ARE TO MATCH THE WIDTH OF THE WALL PLATES. LOOT O W6 O 8- T O 225T 6- 00 W BOLT -ON BALCONY BY OTHERS MATCHLINE PERS107AN UoT W6 BOLT-0N BALCONY BY OTHERS X 9. / X.INDICATESTENSION BELOADS STUDS UIRED REQUIRED FOR LOADS SHOWN ARE ACE SERVICE OF L)AIDE CIRCLED NUMBER INDICATES NUMBER OF STUDS REQUIRED FOR TDS HOLD-DOWN, PLACE HALF OF EACH SIDE OFTDS. TYPICAL HOLD-DOWN ELEVATION PER 6/54.03, 4755 01 AND 9/55 01. ANCHOR BOLTS TO BE 5/8" 01A x 7" MINIMUM EMBEDMENT PER 4/54.04. PROVIDE HOT -DIPPED GALVANIZED ANCHOR BOLTS AT PRESSURE -TREATED SILL PLATES. 12. BEARING WALLS HAVE BEEN DESIGNED TO BE FULL BRACED BY GYPSUM AND WOOD SHEATHING. IF TOP DOWN FINISH IS DESIRED, THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING THE UNBRACED CONDITION OF THE STUDS UNTIL THE SHEATHING IS APPLIED. 13. TYPICAL DETAILS PER: 1/S501 TYPICAL INTERIOR STAIRWELL ELEVATION 3/S5 01 TYPICAL STUD WALL OPENING (HEADER) DETAIL 5/S5.01 TYPICAL TOP PLATE SPLICE DETAIL 10/55.01 TYPICAL SHEAR WALL ELEVATION 4/S5.02 NON-STRUCTURAL PARTITION WALL CONNECTION (FJOISTI 15/55.03 TYPICAL HOLES AND NOTCHES IN WOOD STUDS INDICATES LOCATION OF HOLD-DOW REVIEWED FOR Cot eetnir IRIVCt: APPROVED APR a B 201B AIW� VI Is1HF' 1, ROOF+ LEVEL] LEVEL 6 . LEVEL 5 LEVEL 4. LEVEL3 . LEVEL2 LEVEL1 . NOTE: i DARKENED LINES DESIGNATE AREA OF WORK. LEVEL 7 STUD AND SHEAR WALL PLAN - SOUTH SCALE: 1/8• =1'-0• URBALE a ARCHITECTURE URSANISURAL 1938 Fairview Avenue East SUITE too Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license CRk o���oF tin 7 ��"'- consultant logo se unoon 1707 W 2nd Avenue Spokane, Washington 99201 P: (509) 455-4448 www.dci-engineers.com I CIVIL / STRUCTURAL_ 10..1111020n07411aweem aanaAltA,tt„nl,aeaaned project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 tn) EC TollED im 15 231.3 RE10 1s‘1u1ooe�Tvo _... —..—� -. isi1oan,s1,c. BUILDING PERMIT SET 10.31.17, FOUNDATION ONLY PERMIT412.06.17' STRUCTURALRESUBMITTAL Ah, 12.18.17 STRUCTURAL RESUBMITTAL drawing title LEVEL 7 STUD AND SHEAR WALL PLAN - SOUTH drawing information DATE 12.06.17 SCALE As indicated DRAWN BSD JOB # 17041-0175 cepyrigh, wa“,mies et re.,,,u wmn,,, . Meeph ooeUr., hmom 1... .mlma u sheet mbar --- 1a NATCHLINE PEA RS1 08B B.4 95'-16' ® ®0 FOR PERMIT These rewings are sufficiently complete for submission to the jurisdiction having authority 1. perms. The Contractor shall cot use these drawings for construction until Contractor (naives written approval for use in construction by the jurisdiction having numonty end DCI Engineers. 23 23'-0" 23',0° 17'-0' 9'-5 1/2" 6'-21/2° 34'-11" SL3 1/2x9 1/4 6 (2) 2x10 TYP AT EXT, 9.1N0 PSLS 1/4x9)/ PSLS t/4x91/4 W `PSLS 1/2x91/4 T.O. POP -UPS - NORTH STAIR SCALE: 1/8' =1'-0° 12) LSL/ 1/2x91/4, TYP AT CORRIDOR, UNO �Ir 51 91/21TJI2300 4°0C P, UNO TYP AT INT UNIT WALL T.O. POP -UPS - NORTH ELEV TYP AT PARTY WALL PsN SCALE 1/8'=1'-01 19/32' APA SHTHG PER PLAN NOTES T/SHTHG=97'-81/4" 9 1/2" TJI 230 ® 24°OC P, UNO 24,0C 12/2x10, TYP AT EXT, UNO 7 PSLS 1/2x91/4 C514 W/ 2x BLKG 12) LSL 2x6 /8 24"O 11) i/�CS16x4"0° TOP PLATE / SPLICE AT FIREWALL ROOF FRAMING PLAN NOTES: to 1 sl 1, STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01, S002, S0.03 AND S0,04, 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THEARCHITECT'S DRAWINGS, 3, ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL,PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS, STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. 4. ROOF SHEATHING PER PLAN AND STRUCTURAL GENERAL NOTES. SHEATHING TO BE NAILED TO ROOF FRAMING WITH 0.13110IAx2 1/2" NAILS /48OC AT PANEL EDGES AND @ 1210C FIELD, UNO. LAY SHEATHING WITH FACE GRAIN (LONG DIRECTION) PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW 1/8° SPACE BETWEEN PANEL ENDS AND EDGES. 5. ALL 2x HANGERS TO BE FACE MOUNT TYPE LUS, UNO. GLULAM, PARALLAM AND MICROLLAM HANGERS AREAS SPECIFIED ON PLAN. WOOD 11' JOIST HANGERS SHALL BE SUPPLIED AND DESIGNED BYJOIST SUPPLIER. "I° JOIST HANGERS TO BE FACE MOUNT SIMPSON IUS TYPE, UND, 6. HEADERS SHOWN BUT NOT SPECIFIED ARE T08E 1212x10 MINIMUM. HEADER SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW, 7. BEAMS ARE FLUSH FRAMED WITH JOISTS UNLESS NOTED OTHERWISE ON DETAILS, OR ONPLANS AS"DB° INDICATING THAT DROPPED BEAM FRAMING IS REQUIRED, BEAM SUPPORTS PER STUD AND SHEAR WALL PLAN ON LEVEL BELOW. PROVIDE A35 CLIP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES. (2) LSL11/2491/4 r121 LSL11/2x91/4 e- TYP AT NT UNIT WALL TYP AT PARTY WALL r L__ 1 L'. (2) 1SL1 1/2x91/4, TYP 1 AT CORRIDOR, UNO (2) 2x10 , TYP AT EXT, UNO MATCHLINE PER 51088 B. PROVIDE SIMPSON H2.5A TIES AT ALL ROOF JOISTS, TYPICAL, 9. PROVIDE SOLID BLOCKING OVER ALL SHEARWALLS AND BEARING WALLS. AT SHEAR WALLS PARALLEL TO FRAMING, ALIGN JOIST OR TRUSS OVER SHEAR WALL (ADDITIONAL JOISTS OR TRUSSES MAY BE REQUIRED), 10. ALL ROOF )JOISTS TO BE TAPERED PER ARCHITECTURAL DRAWING. 11. HORIZONTAL STRAP TIES INDICATED ON THE FRAMING PLAN ARE TO BE CENTERED OVER WALL TOP PLATE AND/OR HEADER, BLOCKING OR BEAM. 12. ALL RIM JOISTS AND BLOCKING TO BE 11/2" LSL MINIMUM, UND, 13. BEARING STUD, SHEAR WALL HOLD-DOWN, POST SIZE, AND POST CAP AND BASE REQUIREMENTS BELOW PER STUD AND SHEAR WALL PLAN, REVIEWED FOR CQPE'COMPLIANC8 APPROVED APR 0 8 2010 LEVEL7 A LEVEL 6 0 LEVEL 5 s LEVEL 4 0 LEVEL2 C L ETD.1 m NOTE: DARKENED LINES DESIGNATE AREA OF WORK. ROOF FRAMING PLAN - NORTH SCALE: 1/8" 1(60 U R E A L .'''"' ARCHITECTURE U 158,A NIR U 12,AL 1938 Fairview Avenue East SUM too Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com'' T 206-257-0972'', license T x C Rod, of a Eyy, iunt. ti�G, 'I consultant logo RH00 nseR 5®I/ 707 W 2nd Avenue Spokane, Washington 99201 P: (509) 455-4446 www.dci-engmeers.com CIVIL / STRuC'r1JgAL 0cF project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 plErr i 11 a �II JAN 15 29 REID MIDDLE O1 I, key plan submittals/revisions BUILDING PERMIT SET 1O.31.17 FOUNDATION ONLY PERMIT Fi 12.06.17 STRUCTURALRESUBMITTAL S1 12.16.17 STRUCTURAL RESUBMITTAL JS2\01.10.18 drawing title ROOF FRAMING PLAN - NORTH drawing information DATE 12.06.17 SCALE As indicated DRAWN BSD JOB 6 17041-0175 copyright MT opynenrmpaly Fromm rdp>" a�iwana m>e cmmmi,sommim anompa pr �amam wm�mm ama PLLCs aumnex�m sere nuc. sheet umber 1. FOR PERMIT These drawings ere 44ficier4ly complete fin submission to the noiseicmn raving authority for...The Contractor shall no...hese drawings for construction until Convector receives written approval for use in conawction by the jurisdiction having authority end CO Engineers. UIII D L n %> ARCHITECTURE UR3ANIRUP.AL NATCHLINE_ PERSi 58A 2x9 1/4 12) 2x10, TYP AT EXT, UNO TYP AT INT UNIT WALL TJI230® 4°OC P, UNO TYP AT PARTY WALL 12) L$L1 1/2x91/4, TYP AT CORRIDOR, UNO PER P T/SHTH 12) 2x10, TYP AT EXT, UNO P, UNO TVP AT INT UNIT WALL CS/Ax4,0'TOP PLATE -1— SPLICE ATFIREWALL 1/ CS14W/ 2x BLKG PSL3 1/2x9 1/ 2x1061''°O - W6 PSL51/ x9 CS16x4'-0'TOPLATE SPLICE AT FIR WALL Gt PALS //4x91/4 W6 2x6@24.0C DU HGR, TYP AT FIREWALL CS16x4'-0" TOP PLATE SPLICE AT FIREWALL TYP AT PARTY WALL 2x10 ®16°0C 2x6 ®24,0C (21 LSL/ 1/2x91/4, TYP AT CORRIDOR, UNO 121 LSLI 1/2x91/4 TYP AT PARTY WALL TYP AT INT UNIT WALL ROOF FRAMING PLAN NOTES: T.O. POP -UPS - SOUTH STAIR SCALE 1/6° =1'4)' T.O. POP -UPS - SOUTH STAIR/ELEV SCALE: 1/13 = 34 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA. ABBREVIATIONS AND LEGEND PER S0.01, S0,02, S0.03 AND S0.04. 8. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. 9. 3. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICALPLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS, STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. 10. 4. ROOF SHEATHING PER PLAN AND STRUCTURAL GENERAL NOTES, SHEATHING TO BE NAILED TO ROOF FRAMING 11. WITH 0.131"DIAx2 1/2" NAILS ®6"OC AT PANEL EDGES AND ®12.0C FIELD, UNO. !AY SHEATHING WITH FACE GRAIN (LONG DIRECTION) PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW 1/8' SPACE BETWEEN PANEL ENDS AND EDGES. 12, 5. ALL 2x HANGERS TO BE FACE MOUNT TYPE LUS,UNO. GLUTAM, PARALLAM AND MICROLLAM HANGERS ARE AS 13. SPECIFIED ON PLAN. WOOD"I' JOIST HANGERS SHALL BE SUPPLIED AND DESIGNED RV JOIST SUPPLIER. '1 JOIST HANGERS TO BE FACE MOUNT SIMPSON INS TYPE, ONO. 6. HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE12)2x10 MINIMUM. HEADER SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. BEAMS ARE FLUSH FRAMED WITH JOISTS UNLESS NOTED OTHERWISE ON DETAILS, OR ON PLANS AS "DB° INDICATING THAT DROPPED BEAM FRAMING IS REQUIRED. BEAM SUPPORTS PER STUD AND SHEAR WALL PLAN ON LEVEL BELOW. PROVIDE A35 CLIP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES. MATCHLINE PER 51 08A 1212,00. TYP AT EXT, UNO PROVIDE SIMPSON H2.5A TIES AT ALL ROOF JOISTS, TYPICAL. PROVIDE SOLID BLOCKING OVER ALL SHEAR WALLS AND BEARING WALLS. AT SHEAR WALLS PARALLEL TO FRAMING, ALIGN JOIST OR TRUSS OVER SHEAR WALL (ADDITIONAL JOISTS OR TRUSSES MAY BE REQUIRED). ALL ROOF I -JOISTS TO BE TAPERED PER ARCHITECTURAL DRAWING. HORIZONTAL STRAP TIES INDICATED ON THE FRAMING PLAN ARE TO BE CENTERED OVER WALI. TOP PLATE AND/OR HEADER, BLOCKING OR BEAM. j ALL RIM JOISTS AND BLOCKING TO BE 1 1/2" LSL MINIMUM, UNO, BEARING STUD, SHEAR WALL, HOLD-DOWN, POST SIZE, AND POST CAP AND BASE REQUIREMENTS BELOW PER STUD AND SHEAR WALL PLAN. REVIEWED FOR C9D�CPNIPCIATII� APPROVED APR 0 3 2010 ROOF 0 LEVEL) LEVEL6 , LEVELS LEVEL 4 , LEVEL 3 S LEVEL 2 , LEVEL 1 NOTE: DARKENED LINES DESIGNATE AREA OF WORK. ROOF FRAMING PLAN - SOUTH SCALE: 1/8. =1'-0' 1938 Fairview Avenue East SUITE too Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license 31 "v 9 GG 60 00 ci a® 707 W 2nd Avenue Spokane, Washington 99201 P: (509) 455.4448 www.dci-engineers.cam GIN/IL. / STR t-) LIRA, atom gm tmol vtvnmpeomxvxnp mean®rh Reurwd project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 ub BUILDING PERMIT SET 10.31.1 FOUNDATION ONLY PERMIT STRUCTURAL RESUBMIT AL AMID STRUCTURALRESUBMITTAL ANIZEI drawing title ROOF FRAMING PLAN - SOUTH drawing information DATE 12.08.17 6'CONC CURB #4 DOWELS W/ STD HOOK @ 16"0C MAT SLAB W/TVP REINE PER PLAN � T/FTG PER PLAN w PER PLAN (WHERE OCCURS) EXF STUD WALL PER PLAN CLADDING PER ARCH (2/ #4 CONT T/CURB PER ARCH MAT SLAB 4V/1VP REINF PER PLAN DOWELS TO MATCH VERT REINF COL & REINF PER PLAN, 14/S4 02 & 19/S4 02 ,III riJi.7'J11-III-III- PER PLAN ADDL REINF PER PLAN (WHERE OCCURS) h T/SLAB Y PER PLAN SLAB & REINF PER PLAN RIGID INSULATION PER PLAN LAP PER 20/53.01 #4 CONT FULL LENGTH OF RAMP r. III r11III II-. (2) 44CONT II; 'I1=I11 'III 111 111 NOTCH SLAB PER PLAN MAT SLAB PER PLAN DOWEL TO MATCH RAMP SLAB REINF MAT SLAB AT EXTERIOR WALL O INTERIOR COLUMN AT THICKENED MAT FOOTING O SLAB ON RIGID INSULATION AT MAT SLAB SCALE', 3/4°= 1e0' (03002M) SCALE: 3/4'_1'-0 103002MI SCALE: 3/4'= 1'-0' 11 12" CONC CURB #4 DOWELS EF W/ STD HOOK @ 16"OC MAT SLAB W/TYP REINF PER PLAN T/ EXT STUD WALL PER PLAN CLADDING PER ARCH 12) #4 CONT /4' CHAMFER T/CURB PER ARCH GRADE -1 I I11 I',1-1 PER PLAN (WHERE OCCURS) MAT SLAB AT EXTERIOR WALL WITH VENEER SCALE: 3/4'= 1'-0 (03002M) CMU WALL& REINE PER PLAN #5 DOWEL W/ STD HOOK TO MATCH VERT REINE (2/ #4 AT BOT COURSE GRADE BEAM & REINF PER PLAN T/SLAB PER PLAN CMU WALL AT MAT SLAB BOUNDARY ELEMENT HOOPS & TIES WHERE OCCUR PER EL CONC SHEAR WALL PER PLAN EXTEND ALL WALL BOUNDARY DOWELS TO FTG 80T REINF AS SHOWN, AT CONTRACTORS OPTION, PROVIDE TERMINATORS IN -LIEU OF STD HOOKS MAT SLAB & REINF PER PLAN TOP REINF PER PLAN VS�8 PER PLAN O SCALE: 3/4' = 1'-0" DOWELS TO MATCH COL VERT REINF MAT SLAB W/ TYP HEINF PER PLAN T/SLAB PER PLAN CONCRETE COLUMN AT MAT SLAB COL & REINF PER PLAN, 14/54.02 & 19/5402 FIN GRADE* 110)114 TIES @4"0C EA SIDE OF COL TYP TYP T&B REINF PER PLAN SCALE: 3/4' =1'-0' VENEER PER ARCH WHERE OCCURS VERT REINF PER EL HORR HEINF PER EL #6 DOWELS TO MATCH WALL VERT W/ ADDL DOWELS WHERE NOTED PER PLAN 6" CURBW/ 44 HORIZ@ 12.0C& #a VERT @ 18'0C AT VENEER 3/4'CHAMFER T/CURB PER ARCH —"mt., !Alma --III- 1IrE (I II-11,_III. (3/ ADDL TIES TO EXTEND INTO FTG PER PLAN 11 III-II- 11=III'-111- (21 #4 @ 24"0C W/ STD HOOK AT CURB PER PLAN /GRADE T/FTG PER PLAN ADDL REINF PER PLAN WHERE OCCURS EXTERIOR CONCRETE SHEAR WALL AT MAT SLAB SCALE: 3/4" =1'-0" (03905M) BOUNDARY ELEMENT HOOPS & TIES WHERE OCCUR PER PLAN TOP REINF PER PLAN 80T HEINF PER PLAN CONC FTG PER PLAN -GONG SHEAR WALL PER PLAN,, HORIZ REINF PER PLAN VERT REINF PER PLAN DOWELS TO MATCH WALL VERT W/ADDL DOWELS WHERE NOTED PER PLAN =1=1 -- 1 III=III I PER PLAN MAT SLAB AT CONCRETE SHEAR WALL MAT SLAB W/ REINF PER PLAN O8 STEP AT MAT SLAB SCALE', 3/4"=1'-0' PROVIDE (3) HOOP & TIES SETS IN FTG ADDL TIES WHERE OCCURS PER PLAN EXTEND ALL WALL BOUNDARY DOWELS TO FTG BOT REINF AS SHOWN, AT CONTRACTORS OPTION, PROVIDE HORIZONTAL REINFORCING. 3/4° CHAMFER AT WALLS NOT IN CONTACT W/ SOIL NOTES: SPLICE AT CORNERS LAP PER SCH ED ALT EA SID CORNER REINF CORNER REINE TO MATCH TO MATCH CROSS WALL HORIZ REINF HORIZ REINF CROSS WALL AT INTERSECTIONS 1. SPLICE LENGTHS PER LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE PER 20/S3.01. 2. WALL REINFORCING PER PLAN OR ELEVATIONS, SECTIONS AND DETAILS. 3. AT FOOTINGS AND STEMWALLS, CORNER REINFORCING TO MATCH FOOTING AND STEMWALL TERMINATORS IN- PLAN - TYPICAL CORNER REINFORCING LIEU OF STD HOOKS SCALE: 324" =1'-0' 103905M) ru= 90%D 4d OR 45° D\D —D) 180° 45° D = 64 FOR #3 THRU #8 0= 8d FOR#9, #10&411 D> 10d FOR #14 &#18 ALL REINFORCING EXCEPT COLUMN TIES AND BEAM STIRRUPS 3�p 12d, e /'0 180° STIRRUP tl 212" MIN - 90° 0 d D STIRRUP OR TIE D= 4d FOR 03,#4&#5 D= 6d FOR #6.#7&#8 135° 90iD t,180° 6d OR `, 3°MIN Kg en BEAM OR COLUMN CROSSTIES BEAM STIRRUPS AND COLUMN TIES NOTE: d = BAR DIAMETER, D = BEND DIAMETER TIES AND CROSSTIES FOR SHEAR WALL BOUNDARY ELEMENTS SHALL BE DETAILED AS COLUMN TIES/CROSSTIES, STANDARD HOOKS AND BENDS - O1 BEAM STIRRUPS AND COLUMN TIES SCALE: 3/4'= 1TO. (034001 13 AT CONCRETE WALLS SCALE', 3/4'=1'-0° (03402SINGLE MAT 3/4" CHAMFER AT WALLS NOT IN CONTACT W/ SOIL AT CORNERS NOTES) CORNER REINF CORNER REINF TO MATCH TO MATCH HORIZ REINF CROSS WALL HORIZ REINF CROSS WALL STD HOOK #a 160900IE @ 31/2"0C, ALT HOOKS 3/4" CHAMFER. TYP PER PLAN WALL Dili O 2®LIItaISMID LEM: 1-1'_7_=a. HORI REI FPEP1A ,TYP DOWELS W/ STD (BOOK TO MATCH HORIZ REINF, TYP (121 #8 VERT #4 HOOPS @ 3 12"OC HORI REI FPE' PLA , TYP 1/2"C R TYP B" TYP DOWELS W/ STD HOOK TO MATCH HORIZ REINF, TYP PLAN - CONCRETE L-SHAPED SHEAR WALL O4 BOUNDARY (12 BARS) SCALE: 1" -1'-0' CMU WALL W/ REINF WHERE OCCURS 3/4" CHAMFER #5 @ 12'0C CONT, EXTEND 36° PAST STEP, TERMINATE W/ STD HOOK AT SLAB EDGE 8 x ( TO MATCH MAT SLAB REINF 0 L AT INTERSECTIONS 1. SPLICE LENGTHS PER LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE PER 19/S3.01. 2. WALL REINFORCING PER PLAN OR ELEVATIONS. SECTIONS AND DETAILS. 3. AT FOOTINGS AND STEMWALLS, CORNER REINFORCING TO MATCH FOOTING AND STEMWALL HORIZONTAL REINFORCING. PLAN - TYPICAL CORNER REINFORCING Oo18 AT CONCRETE WALLS SCALE: 3/4' =1' 0' (03403-DOUBLE MAT) LAP PER 19/S301. TYP 112 CLR #4 CROSSTIE 3/4" CHAMFER, OC. ALT #4 HOOPS @ 3 1/2°0C HORIZ REINF PER PLAN, TYP VERT REINF PER PLAN, TYP PLAN - CONCRETE SHEAR WALL BOUNDARY 10BARS 01404 CONFINED REINFORCING ip. (psi) #4 #5 #6 #7 #8 #9 P10 #11 4000 19 24 28 41 47 53 60 72 5000 17 21 25 37 42 47 54 65 6000 16 19 23 34 38 43 49 59 7000 15 18 21 31 35 40 45 55 8000 15 17 20 29 33 37 43 51 8500 15 16 20 28 32 36 41 50 9000 15 16 19 27 31 35 40 48 10000 15 15 18 26 30 33 38 46 UNCONFINED REINFORCING f0 (psi/ #4 #5 #6 #7 #6 #9 #10 #11 4000 20 25 29 43 49 60 74 89 5000 18 22 26 38 44 54 66 80 6000 16 20 24 35 40 49 61 73 7000 15 19 22 32 37 46 56 67 8000 15 18 21 30 35 43 53 63 8500 15 17 20 29 33 41 51 61 9000 15 17 20 29 33 40 50 59 10000 15 16 19 27 31 38 47 5 UNCONFI --'-1f8EINFORCING — P SPLICE, TYP 4.11..1111.011114 mom ®111 (ELEVATION PLAN - TYPICAL SH 1NCONNNE0' EINFORCING MINE MIMI= MIMI= MIMI= MIMI= MIMI= _I• - IMMIM ZIT: WIMIMI •1I•1In MINIM MINIM MIMI= =I•I= MINIM Mir ----- ----- ELEVATION NOTES: 1. TABULATED VALUES ARE IN INCHES. 2. LAP SPLICE NOT PERMITTED AT #14 OR #18 BARS. SHEAR WALL O19 REINFORCING LAP SPLICE SCHEDULE SCALE: 12' =1'-0' (01404) FOR PERMIT These drawings ere sufficiently somplem for submission to the Jurisdiction having authority for permit. The Contactor shell not use These Hewingsfm eeepHvlon until Conseewfweiveswdtten approval for use in conswaiion by the jerWictipn having authorities. DO Enginee, LAP PER 19/S3.01, TYP PI 1 1/2" CLR 3/4' CHAMFER, TYP •�® " a s,0 #4 CROSSTIE @ 3 1/419C, ALT HOOKS #4 HOOPS @ 3 1/4°0C DOWELS W/ STD HOOK TO MATCH . ORI REIN TYP VERT REINF PER PLAN, TYP HORIZ REINF PER PLAN, TYP PLAN - CONCRETE SHEAR WALL O5 BOUNDARY (8 BARS) SCALE'. 1' =1 s0" )03422M/ NOTES: LAP PER19/S301, TYP 4 3/4' CHAMFER, TYP CROSSTIE @ 31/4"0C, ALT HOOKS @ 1/4'OC DOWELSW/ STD HOOK TO M• CH OR ' EIN TYP HORIZ REINF PER PLAN, TYP PLAN - CONCRETE SHEAR WALL 10 BOUNDARY (6 BARS) SCALE: 1'=1XL" 103421/ 01400 GRADE 60 REINFORCING BAP MISC LLANEOUS BARS TOP BARS (se note#5) HOOKED BARS SIZE Ld Splice Ld Splice Ldh f'c= 3000 si 4/3 17 22 22 28 9 #4 22 29 29 38 11 #5 28 36 36 47 14 46 33 43 43 56 17 #7 48 63 63 81 20 #8 55 72 72 93 22 #9 62 81 81 105 25 #10 70 91 91 118 28 #11 78 101 101 13) 31 #14 93 N/A 121 N/A 38 #18 124 N/A 161 N/A 50 f'c= 4000psi #3 15 19 19 25 8 #4 19 25 25 33 10 45 24 31 31 41 12 #6 29 37 37 49 15 47 42 54 54 71 17 #0 48 62 62 81 19 49 54 70 70 91 22 #10 61 79 79 102 25 #11 67 87 87 114 27 #14 81 N/A 105 N/A 33 #18 108 N/A 140 N/A 43 Pc = 5000psi 4t3 13 17 17 22 7 #4 17 23 23 29 9 #5 22 28 28 36 11 #6 26 34 34 44 13 #7 38 49 49 63 i5 48 43 56 56 72 17 #9 48 63 63 81 20 410 54 71 71 92 22 411 60 78 78 102 24 #14 72 N/A 94 N/A 29 418 96 N/A 125 N/A 39 1. ALL TABULATED VALUES ARE IN INCHES. I REVIEWED FOR APPROVED APR 0 3 2616 Mel 2. VALUES FOR UNCOATED REINFORCING AND NORMAL WEIGHT CONCRETE WITH CLEAR SPACING>db, CLEAR COVER > db AND MINIMUM STIRRUPS OR TIES THROUGHOUT Ld OR CLEAR SPACING > 2db AND CLEAR COVER > db. 3, DEVELOP ALL REINFORCING IN STRUCTURAL SLABS WITH MINIMUM DEVELOPMENT LENGTH Ld. 4. Ldh = DEVELOPMENT LENGTH OF BAR WITH STANDARD HOOK. 00 5. TOP BAR = HORIZONTAL BAR WITH MORE THAN 12" OF FRESH CONCRETE BELOW OR AS NOTED ON DOCUMENTS AS "TOP BAR". T/SLA6 PER 6. LAP SPLICE OF DIFFERENT SIZED BARS TO BE THE LARGER OF Ld OF THE LARGER BAR OR SPLICE LENGTH OF THE SMALLER BAR. 7. LAP SPLICE OF #14 AND #18 BARS IS NOT PERMITTED. LAP SPLICE OF SMALLER TO #14 AND 418 BARS IS NOT PERMITTED. 8. LAP SPLICE OF DIFFERENT GRADES OF REINFORCING TO BE THE LARGER OF id OF THE HIGHER GRADE BAR OR SPLICE LENGTH OF THE LOWER GRADE BAR. 9.SHEAR WALL REINFORCING LAP SPLICE SCHEDULE PER 19/S3 01. TYPICAL LAP SPLICE AND -- O20 DEVELOPMENT LENGTH SCHEDULE SCALE: 3/4'=1'-0' (01400M) U B A L s ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East score 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 T CRo &''. of WAI A" CMG«:Try consultant logo enei CT ERS8 707 W 2nd Avenue Spokane, Washington 99201 P: (509)455)4448 www.dci-engineers.com CIVIL / STRtJCTLIRAL ©C.0010/2017 weeps commons w Kiss. Reserves project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 J#1N1520t:3 IVj I''" REID MIDDLETON, EC. ey Plan submi8ais/revisions BUILDING PERMIT SET 10.31.17 FOUNDATION ONLY PERMIT F 12.06.17 STRUCTURALRESUBMRTAL St 12.18.17 6TRUCTURALRESUBMITTAL S 01.10.18, i drawing title FOUNDATION DETAILS tlrawing Jnf0rma5on DATE 12,06.17 SCALE As indicated DRAWN SSD JOB# 17041-0175 I copyright ,otmy#n�l9 bmmia .ui aena wn%,m aCrm ��e aim �m Pus, sheet mberr S3.01 01402 REINFORCING SIZE GRADE40 GRADE 60 #4 20 24 #5 25 30 #6 30 36 #7 35 42 #8 40 48 NOTES: 1. DEVELOPMENT AND LAP SPLICE LENGTHS INDICATED SHALL BE USED UNLESS SPECIFICALLY NOTED ON DRAWINGS. 2. REINFORCING MAY BE CONSIDERED TO BE SPLICED WHEN PLACED IN ADJACENT GROUTED CELLS AND IF THE BARS ARE SPACED NO FARTHER APART THAN 1/5 THE REQUIRED LENGTH INDICATED AND NEVER FURTHER APART THAN W. 3. ALL TABULATED VALUES ARE IN INCHES. TYPICAL LAP SPLICE AND DEVELOPMENT NOTE: T/FTG PER PLAN SLAB ON RIGID INSULATION PER PLAN PER PLAN 3/4" CHAMFER TPER ARCH/CUR8 hh IN GRAD HOOK BARS WHEN 24'. LENGTH IS NOT AVAILABLE NOTE: PROVIDE (2) #5 x48' DIAGONAL BARS AT WALLS 10" OR THICKER. ELEVATION - TYPICAL CONCRETE WALL O2 LENGTH SCHEDULE FOR STRUCTURAL MASONRY O MAT SLAB AT EXTERIOR WALL WITH VENEER O OPENING REINFORCING SCALE: 3)4'=1'-0" 1014021 SCALE: 3/4'=1'-0° (03002M) 4 SCALE: 3/4'=1'-0° 103401MI ADDITIONAL INFORMATION PER 6/S3 01 CORNER REINF TO MATCH HORIZ REINF STD HOOK y TYP AT CORNERS I CORNER HEINE TO MATCH HORIZ WALL REINF CROSS WALL AT INTERSECTIONS NOTES: 1. LAP LENGTHS PER REINFORCING LAP SPLICE AND DEVELOPMENT' LENGTH SCHEDULE FOR CMU. 2. WALL REINFORCING PER PLANS, ELEVATIONS, SECTIONS AND DETAILS, 3. CORNER REINFORCING AT FOOTING AND STEMWALLS TO MATCH FOOTING AND STEMWALL HORI20NTAL REINFORCING. PLAN - TYPICAL CORNER REINFORCING O8 AT CMU WALLS SCALE P= I'0' (09002) LINTEL SILL BOND BEAM BLOCK (21 #41N LINTEL BLOCK 90° HOOK PARALLEL TO WALL 12) #41N BOND BEAM BLOCK LINTEL W/ SHEAR REINF BOND BEAM 121 #3 ®8'OC (2/ #41N LINTEL BLOCK (21 #41N BOND BEAM BLOCK OPEN BOND BEAM O73 CMU LINTELS, SILLS AND BOND BEAMS SCALE 1'=1'-0' 6/40031 TMAT PER PLAN . 9 NOTE: ADDITIONAL INFORMATION PER 12/S3.01 OoiV SECTION AT ELEVATOR PIT SCALE: 301=1'-0' CORNER REINF PER TYP HORIZ 8/S302 TO MATCH REINF AT HORIZ REINF, TYP T,WALL TANALL rVFROVIDE 121 TYP VERT REINF, MIN n CMU CONTROL JOINT LOCATION PER 14/S302, LOCATION & WATERPROOFIN PER ARCH RAMINIIIMINPANSMNIMMINOMMINIMMINIMMOMMINIAMICTIC.P �� 4/ HOER'NIM `� OR ROOF PER PLAN TYP HORIZ REINF IN BOND BEAM, TYPAT OPNG 12) TYP VERT REINF MIN, TYP AT CORNERS 12) TYP REINF MIN,VERT TYP REINMINIM o.P PM I'M ®® ri 1,,,„ BOND 600Aro ,ATIF Iv' liallall �• n,ii img 2'-0" MIN P OO TYHK IF s MIN LENGTH N0T AVAILABLE / /AlrM 1 di IPA AT OPNG T/FTG E6 OR SLAB PER PLAN DOWELS TO MATCH VERREINF (PROVIDE STD HOOK PER STRUCT NOTES AS REDD/ NOTES: 1. TYPICAL REINFORCING PER STRUCTURAL GENERAL NOTES 2. INFORMATION NOT SHOWN PER TYPICAL SECTIONS. TYP CONT HORIZ REINF IN BOND BEAM AT FLR, ROOF LINE THRU CONTROL JOINTS STOP HORIZ REINF AT CONTROL JOINT, TYP UNO FOR PERMIT These drawings are sNllcienllO complete for submission m Erni. .i n having authority ton permit, She Connector shell not use these rlrswln9s,or cnnmotion until Convector receives written approval for use in construction by the jurisdiction having authority ring Otl Engineers. /SLAB PER PLAN MAT SLAB & REINF PER PLAN II' STl STAIR PER SUPPLIER BP1/0/2 x LENGTH W/ 1211/TO EXP ANCHORS W/ 31(2' MIN EMBED, TYP AT EA STRINGER 1'x NON -SHRINK GROUT OSTRINGER BASE DETAIL AT MAT SLAB SCALE: 1'= 1'-0' (05508M1 OV CL WAL /2° 121 SIDE 121 SIDES CL WAL 1 1/2' TYP /4 TYP VERT REINF, '-- STUD WALL EA SIDE OF HSS WIDTH PER PLAN CONTROL JOINT, TYP TYP -.—F{STUD= TYPICAL PLANS AT TOP OF WALL F/GONG CL COL = CL WALL TYP HORIZ REINF PER PLAN TYP HORIZ REINF IN BOND BEAM AT SILL TYP HORIZ REINF IN FIRST COURSE 3 CMU WALLS ARE SOLID GROUTED. O9 ELEVATION - TYPICAL REINFORCING IN CMU WALL SCALE: 1). 1.-0) 104000) CL JOINT VERT CONTROL JOINT, OMIT MORTAR. CAULK PER ARCH TERMINATE HORIZ REINF 2° FROM CONTROL JOINTS. EXCEPT AT FLR & ROOF BOND BEAMS i!I! 6� �DIl�M� &�5_lIIl_1_lilE VERT REINF PER 9153 02 NOTE: CONTROL JOINT LOCATION CRITERIA PER STRUCTURAL GENERAL NOTES. CONTRACTOR SHALL COORDINATE LOCATION OF JOINT WITH ARCHITECT AND STRUCTURAL ENGINEER. PROVIDE 16" SMOOTH DOWEL (SAME SIZE AS HORIZ REINFI ACROSS JOINT. PREVENT BOND BPNN DOWEL & GROUT W/ GREASE OR PLASTIC SLEEVE. CAP ALL DOWELS TO ALLOW 1( OF MOVEMENT PROVIDE CLOSED END BLOCKS AT CONTROL JOINTS, TYP CONC WALL SHTHG WHERE PER PLAN OCCURS Mk rink 1' GROUT OPTIONAL WALL REINF PER PLAN, TYP CL COL ADD_ #4 x 48' OPPOSITE TYP REINF, PROVIDE CORNER BAR AT CORNER CONDITION SECTION TYPICAL BASEPLATE TO CONCRETE WALL CONNECTION - HSS COLUMN SCALE: 1'=1'-0' 1050321 COL PER PLAN BP PER PLAN TYP UNO NS&FS NAILER AT SHEAR WALLS WHERE OCCURS PER PLAN & WOOD DETAILS BP PER PLAN TYP UNO (213/410 AB'S W) HEX NUTS & WASHERS UNO 2 ELEVATION MAT SLAB AND REINF PER PLAN CJ PER PLAN ATERSTOP PER ARCH WHERE REOD TYPICAL CONSTRUCTION JOINT O14 PLAN - CMU CONTROL JOINT O AT MAT FOUNDATION SCALE 1' = 1'-0' (040011 15 SCALE: 3/4' =1'-0' "v— CMU WALL WHERE OCCURS PER PLAN 1- /pROVIDESTDH00KS Ofl MAT SLAB PER PLAN OLENTON TERMINATORS AT ENDS OFT&B REINF, TYP MEP #5 @ 12°0C CONT EXTEND 36' PAST ELEV PIT 24° #8 x@12"OC 24° POUR JOINTS AT CONTRACTORS onON, TYP #8 T&B @ 12°OC W/ STD HOOK CONC SHEAR WALL PER PLAN #5 @ 1210C CON EXTEND 36" PAST ELEV PIT DOWELS TO MATCH WALL VERTS BOUNDARY TIES WHERE OCCURS LENTON TERMINATORS OR STD HOOKS, TYP AT VERT REINF REVIEWED FOR COP,EOOMPETANCE APPROVED APR 4 B 201E 11a TACK WELD NUT TO AB UR( Al '' ARCHITECTURE UROANISURAL 1938 Fairview Avenue East SUITE100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license \C'C oe w4kp G \ vtit consu logo ens] e HN s8 707 W 2nd Avenue Spokane, Washington 99201 P: (509)455-4448 www.dci-engineers.com CIVIL / 5T1=1IJCT3J RAI— ©0091, mt4rzsn Wean co.ewnome axwa Resew project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 ' (CC V �0 I`` , 1 C. EN�ivn r submittalsfrevisiono BUILDING PERMIT SET 10.31.17 I FOUNDATION ONLY PERMIT F1 12.06.17 I STRUCTURAL RESUBM/TTAL 51 12.18.17 STRUCTURAL RESUBMRTAL S 01.10.18 drawing title FOUNDATION DETAILS drawing information DATE 12.06.17 SCALE As indicated DRAWN DSO JOS N 17041-0175 copyright xi Nr>,aanv mi'a oranlc mmrel u.e.mm.aulheet number 0 02 I TENDONS SHALL BE STRAIGHT IN THIS AREA 11/2°C R TOP PER ARCH (4 NOTES: 1. ALL OPENINGS WITH A DIMENSION OF 12" OR GREATER SHALL BE TRIMMED WITH REINFORCING. 2. REINFORCING IS IN ADDITION TO ANY REINFORCING INDICATED ON PLANS. 3. WHERE AN ADJACENT OPENING IS CLOSER THAN THE SMALLER OPENING DIMENSION, EXTEND TRIM REINFORCING TO 24° MINIMUM PAST ADJACENT OPENINGS. 4. HOOK REINFORCING AT SLAB EDGE AS REQUIRED, TYPICAL POST -TENSIONED LAYOUT AT SLAB OPENING #5T&Bx48"DIAG TYP AT EA CORNER 120560060 TY PROVIDE REINF ON ALL SIDES, T&B EQ TO ONE-HALF THE AREA OF STAB HEINE CUT BY OPNG ((2) #5 T&B ALL SIDES MINI SCALE 3/4“. (03301) TENDON CENTER OF GRAVITY ABOVE B/SLAB OR B/DROP BAND PER PLAN CL SUPPORT CL SUPPORT L2 La/ INFLECTION POINTS L2/2 L2/2 L SUPPORT CANTILEVER SPAN TENDON PROFILE (REVERSE PARABOLA) ✓- INT SPAN 0.1L 01L2 END SPAN TYPICAL POST -TENSIONED SLAB PROFILE SCALE: 3/4' =1,0' (03303) MILD REINF TO BE DIST WITHIN THIS AREA 1.5T W 1.5T MILD REINF STAGG EIW, TYP LEGEND: W = COLUMN WIDTH T = SLAB THICKNESS D 0 PER PIANISTTENDONS /---- COL BELOW PER PLAN BANDED,TENDONSGROUP PER PLAN, GROUP (5) TENDONS MAX `-TOP UPPER REINF PER PLAN TOP LOWER REINF PER PLAN NOTE: MINIMUM OF 12) TENDONS SHALL BE PLACED DIRECTLY OVER COLUMNS, IN BOTH DIRECTIONS, UNO. REINFORCING AT INTERIOR COLUMN SCALE: 3/4. = 1'0' (03309) GRID PER T/SLAB } PLAN NOTES: i. ALTERNATE TENDON AND REINFORCING GROUPS. 2. QUANTITY AND LENGTH OF REINFORCING PER PLAN. 3. REINFORCING STAGGER PER 11/S4.01. 4, MINIMUM OF (2) TENDONS SHALL BE PLACED DIRECTLY OVER COLUMNS IN BOTH DIRECTIONS, UND, BANDED TENDONS PER PLAN, GROUP 15)TENDONS MAX UNIFORMLY DIST TENDONS PER PLAN TOP UPPER REINF PER PLAN CHAIR BY OTHERS SUPPORT REINF BY OTHERS TOP LOWER REINF PER PLAN BOT REINF PER PUN, PROVIDE STD HOOK AT SLAB EDGE COL PER PLAN SECTION THROUGH DISTRIBUTED TENDONS AT SUPPORT NO STL PIPE INSERT IS READ FOR SLAB PENETRATIONS OUTSIDE THE 45a ZONE OF ANCHOR STD STL PIPE INSERTS NOT REDO FOR SLAB PENETRATIONS LOCATED FURTHER THAN TWICE THE OPNGS GREATER DIMENSION 136° MIN) FROM ANCHORS SLAB PENETRATIONS AT O2 POST -TENSIONED ANCHORS SCALE: 3/4'_1'-0' (03302) PERIMETER SLOB EDGE REINF PER PLAN, TYP 9 PLAN-E STD STL PIPE INSERTS READ WHEN SLAB PENETRATIONS ARE WITHIN THE 45° ZONE OF ANCHOR CLR SLAB EDGE, TYP CORNER SLOB EDGE REINF TO MATCH PERIMETER SLAB REINF ERIOR SLAB EDGE CORNER PERIMETER SLAB EDGE REINF PER PLAN, TYP LAB EDGE, TYP (2) #5 T&B x 48. DIAG NOTE: PLAN - INTERIOR SLAB EDGE CORNER POST -TENSIONING ANCHORAGE AT SLAB CORNERS PER 8/54.01. PLAN - TYPICAL REINFORCING DOR4 MIN, TYP 18"MIN B0WN GROUPS (4) SLEEVES MAX PER GROUP SLEEVE, TYP 0 0 0 #5T&B, TYP ALL SIDES 11/2"CLR TYP NOTE: NOTE: PROVIDE TRIM INFORCEMENTA SHOWN AROUND GROUPS OF (5) OR MORE SLEEVES. PROVIDE TRIM PROVIDE TRIM REINFORCEMENT PER 1/5401 WHERE REINFORCEMENT PER 1/S4.01 WHERE MINIMUM SPACING IS NOT MET. MINIMUM SPACING IS NOT MET. PLAN NO ADDITIONAL REINFORCEMENT PLAN- ADDITIONAL REINFORCEMENT NOTES: 1. ALUMINUM MATERIALS SHALL NOT BE EMBEDDED IN CONCRETE. 2, SLEEVES SHALL NOT BE LOCATED WITHIN 48. OF COLUMNS WITHOUT ENGINEER'S APPROVAL, SLEEVE, TYP 3. SLEEVES SHALL NOT INTERRUPT TYPICAL REINFORCEMENT INDICATED ON PLAN. 4. PROVIDE 2" MINIMUM CLEARANCE BETWEEN ALL POST -TENSIONING TENDONS, OPLANS - SLEEVES THRU CONCRETE SLAB SCALE: I/2'= 1'-0' (032211 BANDED TENDONS PER PLAN DIST TENDONS PER PLAN PERIMETER SLAB EDGE REINF PER PLAN, TYP NOTES: MIN SLAB EDGE, TYP CORNER SLAB EDGE REINF PER 7/S4 01 1. ADDITIONAL INFORMATION PER 9/S4.01 AND 10/S4 01, 2. REINFORCING AT POST -TENSIONING ANCHORS NOT SHOWN FOR CLARITY. 3, IF EDGE DISTANCE CAN NOT BE MET, CONTACT STRUCTURAL ENGINEER OF RECORD. PLAN - TYPICAL POST -TENSIONING OAT SLAB EDGE CORNERS OAT EXTERIOR SLAB EDGE CORNERS 7 SCALE: 1/2°=1'-0' (03304) SCALE: 3/4'=1'-0' 103304A) DIST TENDONS PER PLAN BANDED TENDONS PER PLAN, GROUP (5) TENDONS MAX NOTES: 6 (MIN} 1.MINIMUM OF 12/ TENDONS SHALL BE PLACED DIRECTLY OVER COLUMNS, IN BOTH DIRECTIONS, UND, 2 ADDITIONAL POST -TENSIONED ANCHORAGE REINFORCEMENT PER 9/S4,01 AND 10/S4.01. MILD REINF TO BE DIST WITH N THIS AREA 1.5T W tsa TOP LOWER REINF PER PLAN MIN OF (2) TENDONS AT SLAB EDGE, PARALLEL TO DIST TENDONS ONLY TOP UPPER REINF PER PLAN COL BELOW PER PLAN SLAB EDGE VARIES PER PLAN LEGEND: W = COLUMN WIDTH T = SLAB THICKNESS O12 REINFORCING AT EXTERIOR COLUMN SCALE'. 3/4'-1'-0' (033101 GRID NOTE: ADDITIONAL INFORMATION PER 15/S4.01 AND 16/S4.01. CONC SLAB & REINF PER PLAN VERT DOWELS W/ STD HOOKS TO MATCH VERT REINF CONC COL & REINF PER PLAN, 14/54.02 & 19/54.02 /SLAB PER PIAN CONT TENDONS PER PLAN ADDED TENDONS PER PLAN CL SUPPORT STAGG DEADENED ANCHORAGES I2'WHEN MORE THAN 12) ARE PLACED IN ONE LOCATION 61MIN) PLAN BAR SUPPORT BARS CL SUPPORT CL SUPPORT BAR BAR BY OTHERS AS READ 4'-0" MIN FROM F/SUPPORT OR PER PLAN CHAIR BY OTHERS, TYP MIN (2) #4 BACKUP BARS, TYP, EXTEND 24" BEYOND ANCHORS SECTION ®ANCHORAGE AT ENDS OF ADDED TENDONS 1 SCALE: 3/4. =1'-0' (03308) h T/SLAB V PEP PLAN NOTE: GRID MIMI �OOr alialkliNMINIt mom __ sim mimi1 __ I__ 0- CONC COL & REINF PER PLAN, 1454.02 & 19/S4.02 CONC SLAB & HEINE PER PLAN ADDITIONAL INFORMATION PER 15/S4.01 AND 16/S4.01- CONC COL & REINF PER PLAN, 14/S4,02 & 19/54.02 R1Bi a 0 PLAN -0" TYP CONDUIT ID < T/3) TYP UNO 8"MIN D TYP UNO #4 T&B 0 12"OC REOD WHERE 6' MIN SPACING BNVN GROUPS IS NOT MAINTAINED P-T TENDONS PER PLAN i31 CONDUIT PER GROUP MAX D OR2°MIN TYP UNO NOTES: 1. ALUMINUM MATERIALS SHALL NOT BE EMBEDDED IN CONCRETE. 2, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS WHICH INDICATE THE PLACEMENT OF CONDUIT IN SLAB. 3. DO NOT PLACE CONDUIT WITHIN 48" OF COLUMN FACE OR SLAB EDGE. 4, CONDUIT SHALL NOT TOUCH POST -TENSIONING TENDONS. PROVIDE CHAIRS TO SUPPORT CONDUIT. 5. CONDUIT PLACEMENT NOT MEETING ABOVE CRITERIA MAY REQUIRE ADDITIONAL REINFORCING AND/OR SLAB THICKENING, OSLEEVES THRU CONCRETE SLAB SCALE. 1' =1'-0° (03222) T/SLAB PER PLAN SECTION SECTION NOTE: PLAN STUDRAILS MAY BE USED IN LIEU OF HAIRPINS PENDING STRUCTURAL ENGINEER OF RECORD APPROVAL. 3T MIN 2) #4 BACKUP BARS 3/4" CLR MIN TYP, PLACE P-T ANCHORS VERT UNO 2° MIN TYP #3 x 18 1 (T-21 HAIRPINS EA SIDE OF ANCHOR AT GROUPS OF (4)0R MORE DIST TENDONS BANDED TENDONS PER PLAN (2) #4 BACKUP BARS SLAB EDGE :n S DIST TENDONS PER PLAN O9 ANCHORAGE AT ENDS OF DISTRIBUTED TENDONS SCALE: 3/4'=1'0' 103306) T/SLAB PEP PIAN SECTION 1' CLR TENDONS INFLECTION POINT P-T TENDON, TYP HAIRPIN PER SECTION, TYP 18" ADDL #3 x L._ HAIRPINS 012'0C FOR EVERY CI) TENDONS, STAGG HAIRPINS POST -TENSIONED TENDONS 14 WITH SWEEP GREATER THAN 1:6 SCALE: 1 ° =1'-0° (03311) SLAB DOWELS PER PLAN, DOWELS T&B WHERE REOD PER PLAN CONC SLAB PER PLAN ROUGHEN SURFACE 11/4. AMPLITUDE) TYP PER PLAN TYPICAL SLAB CONNECTION O1 AT TOP OF SHEAR WALL SCALE: 3/4'=1'-0' (03326M) MIN OF (2) P-T TENDONS OVER SHEAR WALL, TYP DOWELS TO MATCH VERT WALL REINF UNO PER PLAN, BOTH HOOKS POINT INSIDE AT SLAB EDGE WHERE OCCURS SLAB EDGE WHERE OCCURS HOOKS AT SLAB EDGE WHERE OCCURS CONC SHEAR WALL & REINF PER PLAN FOR PERMIT These drawings are sufficiently complete for submission to the jurisdiction having authority. coma. Tha Convector shall not use these dre consttuct,on until Contractor receives written approval for use in construct, by the jurisdiction having authority end CCl Engineers. g5 tor `ZONE 1 CONC COLUMN PER PLAN STUDRAIL PER PLAN, TYP SLEEVE NOTES: I. FOR SLEEVES LOCATED IN ZONE I PER 3)5401, 2. (1) SLEEVE WITH A'D' < 6" IS ALLOWED IN ZONE 2, I11 SLEEVE TOTAL AT COLUMN. 3. SLEEVES NOT MEETING THE ABOVE CRITERIA SHALL BE SUBMITTED TO STRUCTURAL ENGINEER OF RECORD FOR APPROVAL. STUDRAIL CONFIGURATIONS MAY REQUIRE REVISION WHERE SLEEVES DO NOT MEET ABOVE CRITERIA, O PLAN - SLEEVES THRU CONCRETE SLAB AT COLUMN ZONE 2 SCALE: 3/4' _ 1'-0' (033391 T/SLAB PER PLAN SECTION (1) ADDL HAIRPIN EA SIDE OF BANDED TENDON GROUP a TENDONS 1081 IIIIgiI'' PER PLAN BANDED TENDONS PER PLAN ■M` III �iH�Oi' lii:=-ll:gl' NOTE: PLAN (2) #4 BACKUP BARS /4° CLR MIN TYP, LACE P-T ANCHORS VERT UNO #3x (T-21 HAIRPINS EA SIDE OF ANCHOR BACKUP BARS SLAB EDGE 12) #5B 6' MIN STUDRAILS MAY BE USED IN LIEU OF HAIRPINS PENDING 12°MAX STRUCTURAL ENGINEER OF RECORD APPROVAL, ANCHORAGE AT ENDS OF BANDED TENDONS SCALE (03307) GRID TOP UPPER REINF PER PLAN BANDED TENDONS PER PLAN, GROUP (5) TENDONS MAX UNIFORMLY DIST g 2°CLR TENDONS PER PLAN MINTO Omm P TOP LOWER �w , REINF PER PLAN 154 rc z � �L><_2IaIi PLAN S NOTES: 1. ALTERNATE TENDON AND REINFORCING GROUPS 2. QUANTITY AND LENGTH OF REINFORCING PER PLAN, 3. REINFORCING STAGGER PER 11/S4,01. 4. MINIMUM OF (2) TENDONS SHALL BE PLACED DIRECTLY OVER COLUMNS IN BOTH DIRECTIONS, UNO. UPPORT REINF BY OTHERS CHAIR BY OTHERS BOT REINF PER PLAN, PROVIDE STD HOOK AT SLAB EDGE COL PER PLAN SECTION THROUGH O1S BANDED TENDONS AT SUPPORT SCALE', 3/4"=1'-0' (03320) SLAB DOWELS PER PLAN, DOWELS T&B WHERE REDO PER PLAN CONC SLAB PER PLAN S' T/SLAB PER PLAN MIN OF (2) P-T TENDONS OVER SHEAR WALL, TYP REVIEWED FOR I CODE-COMPC1ANCE; APPROVED ApR0a2016 EICxof1 J1WII0 I U,ILDINQ DIVIS101 CONC SHEAR WALL& REINF PER PLAN ROUGHEN SURFACE 1/4" AMPLITUDE TYP SLAB EDGE WHERE OCCURS HOOKS AT SLAB EDGE WHERE OCCURS URL3A1 ARCHITECTURE' URSANIRU1/AL 1938 Fairview Avenue East SURE 100 Seattle, WA 98102 nfo@urbalarchitecture.com Nww.urbalarchitecture.com T 206-257-0972 license consultant Ingo n>EPB>as 707 W 2nd Avenue Spokane, Washington 99201 P: (509) 4554448 ww.dcl-engineers.com CIVIL / STRUCTURAL STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 I BUILDING PERMIT SET FOUNDATION ONLY PERMIT STRUCTURAL RESUBM--' 0,3 drawing fir POST -TENSION CONCRETE DETAILS drawing information SCALE As indicated DRAWN BSD JOB copyright PL sheet number S4.01 SCALE: 3/4' =1'-0' (03321) ®TYPICAL SECTION AT TOP OF CONCRETE COLUMN SCALE: 3/4.. 1 O. (03324) TYPICAL SECTION AT CONCRETE COLUMN SCALE: 3/4' 3 i'-0' (03324A) 0 TYPICAL SLAB CONNECTION AT SHEAR WALL SCALE: 3/4' 21'-0' (033251 T/SLAB VARIES PER PLAN SMALLER OF STUD SPACING & STUDRAIL OF STUDS PER SCHED HEIGHT/2 CONIC SLAB PER PLAN T/SLAB PER PLAN CONIC SLAB SOFFIT STEP Illlr PER NOTE OR CONIC DROP BAND WHERE OCCURS PER PLAN SMALLER OF STUD SPACING & STUDRAIL HEIGHT/2 T/SLAB PER PLAN CONIC SLAB SOFFIT STEP OR CONIC DROP BAND WHERE OCCURS PER PLAN T/SLAB ER PLAN SMALLER OF STUD SPACING & STUDRAIL HEIGHT/2 SMALLER OF STUD SPACIN & STUDRAIL HEIGHT/2 SMALLER OF STUD SPA LNG & STUDRAIL HEIGH /2 AT VARIABLE THICKNESS SLAB NUMBER & SPACING_ OF STUDS PER SCHED CONIC SLAB PER PLAN NUMBER & SPACING SMALLER OF STUD SPACING & STUDRAIL HEIGHT/2 AT SLAB OR SOFFIT STEP OF STUDS PER SCHED SMALLER OF STUD SPACING &STUDRAIL HEIGHT/2 AT SLAB OR SOFFIT STEP OF STUDS PER SCHED SMALLER OF T DSPACING & STUDRAIL HEIGHT/2 AT TYPICAL FLAT SLAB STUDRAIL NOTES: 1. STUDRAIL HEIGHT IS DETERMINED BY THE THICKNESS OF THE SLAB. HEIGHT MAY NEED TO BE ADJUSTED WHERE SLABS STEP OF SLOPE. 2. STUDRAIL AT COLUMN CORNERS SHALL BE ALIGNED WITH THE FACE OF COLUMN. INTERMEDIATE STUDRAILS SHALL BE EQUALLY SPACED. 3. STUDRAIL SHEAR REINFORCEMENT SHOWN IN THESE DETAILS SHALL BE STUDRAILS AS MANUFACTURED BY "DECON". TYPICAL STUDRAIL SECTIONS CONIC SLAB PER PLAN STUDRAIL STRIP PL PER SCHED W/ SHEAR STUDS CONC COL PER PLAN CONIC SLAB STEP WHERE OCCURS PER PLAN STUDRAIL STRIP PL PER SCHED WI SHEAR STUDS CONIC COL PER PLAN CONIC SLAB STEP WHERE OCCURS PER PLAN STUDRAIL STRIP PL PER SCHED W/ SHEAR STUDS CONIC COL PER PLAN CONIC SLAB PER PLAN STUDRAIL STRIP PL PER SCHED W/ SHEAR STUDS CONIC COL PER PLAN STUDRAIL STRIP PLATE SIZE SCHEDULE STUD DIA WIDTH 1/2' 1/4' 1 1/4" 5/8" 5/16. 3/4° 3/8° NOTE: SCALE: 3/4.=1'-0' (03330) STUDRAIL PER SCHED, TYP CONIC COL PER PLAN ezez z zez+z zmmilii � 10(11011.100ez�z•z,0zrz zr� II Mp i 1G II II II ADDITIONAL INFORMATION PER 2/S4 02 AND 11/S4 02 AUGN STUDRAILS W/ F/COL. TYP 0t460 STUDRAIL SCHEDULE ( SRX) MARK NUMBER OF RAILS STUDS PER RAIL STUD 0 STUD SPACING DETAIL REFERENCE ( SR1 )1 10 8 1/2° 3" 16/S4.02 (ER2/ 5 10 1/2° 3" 17/S402 ( SR3) 6 10 1/2" 3" 18/54 02 (SR4) 8 10 1/2' 3" 12/S402 ( SR5) 8 8 1/2" 3 7/S402 ( SR6) 8 15 1/2° 3" 7/S4.02 ( SR7) 12 15 12° 3" 3/54.02 ( SR8) 8 24 1/2. 3" 8/S4.02 ( SR9) 5 26 1/2" 3" 17/S402 O2 STUDRAIL SCHEDULE SCALE: 1°=1'0. CONIC WALL WHERE OCCURS PER PLAN & 13/54. 3 P-T SLAB & REINF PER PLAN 12/#4x HAIRPINS EMBED PL1/2x10x0'-10° W/ 1411/2°0 x6' WHS @ 6'0C EXT STUDS PER PLAN L- EXTENDED SLAB WHERE OCCURS HSS3x3x3/16 010`-0.0C W/ STUD EA SIDE ATTACHED W/ /WINDOW TO ACCOMODATE 0.157°0 PAF®4"0C STAGG 3/4" DEFLECTION MIN h TNVINDOW `R PER ARCH '.. NOTE: REFERENCE 17/S502 FOR TYPICAL OPENING. STOREFRONT SUPPORT AT O6 OPENINGS GREATER THAN 16'-0" SCALE: 1'=1'-0° STUDRAIL PER SCHED, TYP NOTE: ADDITIONAL INFORMATION PER 2/ 4.02 AND 11/S402 6007300-54 CONT BTWN HSS WINDOW PER ARCH CONIC COL PER PLAN ALIGN STUDRAILS W/ F/COL, TYP O12 STUDRAIL LAYOUT AT INTERIOR COLUMN SCALE: 3/4' = 1'.0' 103332M1 STUDRAIL PER SCHED, TYP ALIGN STUDRAILS WI F/Cat., TYP UND EDGE OF SLAB PER PLAN NOTE: ADDITIONAL INFORMATION PER 2/54 02 AND 11/S4.02. EDGE OF SLAB PER PLAN CONIC COL PER PLAN EQ EO STUDRAIL PER SCHED, TYR NOTE ADDITIONAL INFORMATION PER 2/S4.02 AND 11/S4 02 CONIC COL PER PLAN ALIGN STUDRAILS WI F/COL TYP OSTUDRAIL LAYOUT AT INTERIOR COLUMN SCALE: 3/4° =1'-0' 103332M1 STUDRAIL PER SCHED, TYP NOTE: ADDITIONAL INFORMATION PER 2/54.02 AND 11/54.02 CONIC COL PER PLAN ALIGN STUDRAILS W/ F/COL, TYP OSTUDRAIL LAYOUT AT INTERIOR COLUMN SCALE: 3/4°. 1'.0( (03332M) 3/4" CHAMFER, TYP O `P PET/CR ARNICCH/ LANDSCAPER 6° CONIC WALL W/ #4 @ 12"0C DV WATERPROOF PER ARCH P-T SLAB, SLOPED TO FLR DRAINS PER PLAN 75PCF PLANTING SOIL PER LANDSCAPE ARCH(CONFIRMI PROVIDE "L" SHAPED FTG WHEN WALL LENGTH IS GREATER THAN 8'-0' BTWN CORNERS OF PLANTER WALLA. 121*4 CONT AT "L° SHAPED FTG 0 4 T/SLAB AA PER PLAN DRAINAGE MAT PER ARCH W/10PSI MIN COMPRESSIVE STRENGTH O13 PLANTER WALL ON POST -TENSIONED SLAB SCALE: 3/4' =1'-0' STUDRAIL PER SCHED, TYP NOTE: ADDITIONAL INFORMATION PER 2/S4.02 AND 11/S4.02 CONIC COL PER PLAN ALIGN STUDRAILS WI F/COL TYP 8" CONIC WALL W/ #53312' OC EW, EF FORM SAVERS TYP KEYWAY x AS REOD MILD REINF SLAB PER PLAN PT SLAB PER PLAN STD HOOK DOWELS x PER PLAN AT SAME SIZE & SPACING AS MILD REINF TYP (21 47 T&B x CONT FOR PERMIT These drawings ere surf icieney complete for submission to the juristic. having authority for permit The Contactor shall not gentle. daw'ings for consWFion until Contractor receives written approval for use in constu8 s, by the juristliotos having authority end OCI Engineers, SLAB JOINT: INT SLABS: TOOLED JOINT. EXT SLABS:1/2"W x 1"DP BLOCKOUTW/ ELASTOMERIC CAULKING. T/SLAB PER PLAN 1/2" CHAMFER LAP PER 20/S3 01, TYP eV TA REINF PER PLAN W/ DOWEL BAR SPLICE SLAB BLOCKOUT PER PLAN NOTES: 1. OPENING 512E AND LOCATION SHALL BE COORDINATED WITH STRUCTURAL ENGINEER OF RECORD PRIOR TO CONSTRUCTION. 2. WHERE 1"DP BLOCKOUT OCCURS AT EXTERIOR SLABS, MAINTAIN CLEAR COVER PER PLAN. CONIC SLAB PER PLAN 3/4' x 21/2" CONT KEY, TYP ALL SIDES TRIM REINF PER 1/S4.01 TYP 4 O SLAB STEP AT HOT TUB O SECTION AT CRANE/PLACING BOOM BLOCKOUT SCALE: 3/4'=1'-0' SCALE. 3/4.=1'-0' 1033058) SLAB EDGE / STUDRAIL PER SCHED,1YP NOTE: ADDITIONAL INFORMATION PER 2/54.02 AND 11/54.02 08 STUDRAIL LAYOUT AT INTERIOR COLUMN RAMP SLAB AT CUT OFF VI/ALL SCALE, 3/4°=1'-0' 103332M) 10 SCALE'. 3/4'=1'-0° 103350/ CONIC COL PER PLAN ALIGN STUDRAILS W/ F/COL TYP MILD REINF CONIC SLAB WI REINF PER PLAN 2 #5 DOWELS PER ARCH CONIC WALL & REINF PER PLAN DOWEL TO MATCH VERT WALL REINF W/ STD HOOK MAT SLAB PER PLAN 3/4" CHAMFER, TYP 6) #8 VERT #4 TIES ®3 12°0C O14 CC1 12x18 CONCRETE COLUMN SCALE: 1"=1'0° 3/4" CHAMFER,1YR (8) #8 VERT #4 TIES ®312"0C STUDRAIL LAYOUT AT INTERIOR COLUMN O-f STUDRAIL LAYOUT AT CORNER COLUMN 18 STUDRAIL LAYOUT AT INTERIOR COLUMN O CC2 16x16 CONCRETE COLUMN SCALE. 3/4.=1'-0' (03332M) 1` SCALE: 3/4'=1'-0' 103336M1 10 SCALE: 3/4.=1'-0' 103332M1 19 SCALE: 1'=1'-0' MILD REINFORCED ADDL ANCHORAGE REINF PER 8/S401 & 10/S401 P-T TENDONS PER PLAN T/SLAB PER PLAN rr A. 3/4°221/2"02" KEY ®48"0C MAX 01VVN TENDONS NOTES: 1.ENGINEER SHALL APPROVE THE USE AND LOCATION OF ALL POST -TENSIONED SLAB CONSTRUCTION JOINTS. 2 WHERE 1"DP BLOCKOUT OCCURS AT EXTERIOR SLABS, MAINTAIN CLEAR COVER PER PLAN. REINF PER PLAN TOOLED JOINT WATER STOP WHERE REOD RIGID INSULATION PER PLAN DOWEL W( STD HOOK, SIZE & SPACING TO MATCH VERT WALL REINF SLAB JOINT. INT SLABS: TOOLED JOINT. EX1 SLABS: 12'W x i"DP BLOCKOUT W/ ELASTOMERIC CAULKING. #4 T&B x 48" 024"0C, UNO ON PLANS TYPICAL POST -TENSIONED 15 SLAB CONSTRUCTION JOINT SCALE: 3/4'=1'-0' (033051 P-T CONIC SLAB PER PLAN SLAB BOT REINF PER PLAN, 'PIP #5 CONT AT ALL SLAB STEPS > 4" OR WHERE TOP REINF OCCURS TOP AND BO 1/2° CHAMFER REVIEWED FOR capt-COMITIRNCtr e APPROVED APR 0 3 1010 tUly ilA SLAB TOP REINF r� (WHERE OCCURS) PER PLAN, TYP o 0 gs O20 SLAB AND SOFFIT STEP DETAIL SCALE: 3/4'=1'-0' (033601 PROVIDE STD HOOK WHEN SOFFIT/SLAB STEP > T/2 TYP T&B U R UY 1 ARCHITECTURE URBANIDURAL 1938 Fairview Avenue East SUITE too Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license enac n.t2/r so 707 W 2nd Avenue Spokane, Washington 99201 P: (509) 455.4448 ww.dcl.engineers.com CIVIL / STRUCTURAL ®ccpmgin mw9nu project na STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 CC:i lE -1 JAB! 1 a 2-3 REID Mil D i O 1, INC. key plan , BUILDING PERMIT SET j FOUNDATION ONLY PERM STRUCTURAL RESUBMRTAL RESUBMITTAL 12.10.1 01.18.18 POST -TENSION CONCRETE DETAILS drawing information SCALE As indicated DRAWN BSD 17041-017 umber S4.02 THRD ROD PER TDS MFR SLAB EDGE PER SECTION SLAB EDGE PLAN - SLAB CORNER CONDITION T/SLAB 31. PER PLAN z T/SLAB PER PLAN 5 2 3/4'' THRD ROD PER TDS MFR COUPLER PER TDS MFR REINF PIECE "F" x 8'-0° PLACED WITHIN 10" BAND CTRD ON THRD ROD & SPACED BTNN BENT BARS. PER PLAN A REINF PIECE °A" REINF PIECE °E° x 6'-0° W/ STD HOOK PLACED WITHIN 10" BAND CTRD ON THRD ROD REINF PIECES'B' & C" CONC SLAB PER PLAN REINF PIECE "0" THRD ROD PER SCHED THRD PL PER SCHED HEAVY HEX HEAD NUT TIE DOWN ANCHOR AT PERIMETER SLAB EDGE CONDITION 4Xt° USE SLAB EDGE DETAIL IF <4LT THRD ROD PER TDS MFR COUPLER PER TDS MFR REINF PIECE "F" x 8'-0° EW PLACED WITHIN 20' BAND CTRD ON THRD ROD REINF PIECE "AV CONC SLAB PER PLAN THRD ROD PER SCHED THRD PL SIZE PER SCHED HEAVY HEX HEAD NUT TIE DOWN ANCHOR AT INTERIOR SLAB CONDITION NOTE: IF SLAB GEOMETRY DOES NOT MATCH OR IF THERE IS A CONFLICT CONTACT ENGINEER -OF RECORD. O6 TYPICAL TIE DOWN SYSTEM (TDS) ANCHOR AT CONCRETE SLAB SCALE: 1'= 1'0" I0610081 yy� T/SLAB PER PLAN T/SLAB PER PL 13) SIDES, 16 CMU WAL (NONBEARINGI PER PLAN DOWELS W/ STD HOOKS TO MATCH VERT WALL REINF AT MID -DEPTH OF WALL IALT HOOKS) EMBED PL5/16x10x1'-6" 88 48"0C W/14)12'0 x5°WHS 4112" EDGE, TYP P-T CONC SLAB & REINF PER PLAN 3x3x1/4 in 0'-D (948"0C, TYP EA SIDE OF WALL (LOCATE ANGLE 24' MAX FROM EA END OF WALL) #4 CONT CMU WALL (NONBEARING) PER PLAN TYPICAL CMU WALL SECTION AT ELEVATED POST -TENSIONED SLAB CALE: 1'= 11.0 (04072) STUD WALL PER PLAN 2x PT NAILER SHEAR TAB PER 6/S5.02—� P-T SLAB & REINF PER PLAN EMBED PLO/2x10x0'-10' W/ (41125) x6" WHS46'OC COL PER PLAN II NOTE: ADDITIONAL INFORMATION PER 5/54.03. OEXTERIOR STAIR TRANSITION AT PODIUM SLAB ® STAIR SUPPORT STEEL AT CONCRETE WALL 16 SCALE: =1'-0' 17 SCALE: 1' =1,0' ,/ / BEAM PER PLAN W/ 1/2 WH5424"0C T STL PERK /4 TREAD FORMS PER SUPPLIER /4 TIE DOWN ANCHOR SCHEDULE (EDGE CONDITION) TENSION FORCE IASD) ROD DIAMETER MATERIAL THRD PL SIZE YIMIM REINF PIECE°A° REIN. PIECE"B" REINF PIECE"C" REIN. PIECE"D" REINF PIECE"E" REINF PIECE"F" 0,0k-6.7k 5/8° F1554-36 PL1/2x3x0'-3"- 6,8k-9.5k 3/4' F1554-36 PM/2x3x0'-3" 6' - - - - - 9,6k-13.1k 7/8" F1554-36 PL1/29330'-3' 6' (21#5 11/#5 (1)#5 (11#4 T&B (2)85 12)95 13.2k-17.0k 1' F155436 PL5/8x31/25'3 i2" 12° 12/#5 111 415 (1) 95 111 94 TAB (2)95 (2195 17.1k-215k 11/8" F155436 PL5)8331/24`-0 1/2° 48" (2) #5 (1)#5 11195 (1)44 TAB (2) 95 (21#5 21.68-26.06 11/4" 6155436 825/8201/240-5 1/2" 48" (2)45 (1/#5 (1)85 111 848 14)95 14195 26.1k30.0k 13/8" F155436 PL1x31/2x0'-8" 48" 121#5 (11#5 I1)#5 (11448 (4)95 (41#5 REINF PIECE "8" WHEN RE00 REINF PIECE "C" W HEN READ REINF PIECE °A" WHEN READ HEINF CTRD ON THRD ROD CONC SLAB EDGE NOTE: REINFORCING PIECES "D° AND "E" NOT SHOWN FOR CLARITY. REINF PIECE °P x 8'-0" SPACED BTWN EVERY OTHER BENT BAR AS SHOWN THRD ROD PLAN A - SLAB EDGE CONDITION THRD ROD THRD PL REINF PIECE "A' REINF PIECE "C" NOTE: REINFORCING PIECES "E" AND "F" NOT SHOWN FOR CLARITY. REINF PIECED" REINF PIECE "B" ISOMETRIC - SLAB EDGE CONDITION TIE DOWN ANCHOR SCHEDULE (INTERIOR CONDITION) TENSION FORCE(ASDI ROD DIAMETER MATERIAL THRD PL SIZE REINF PIECE"A° IN EA DIRECTION REINF PIECE"F" IN EA DIRECTION 0.0k-6.7k 5/8" F1554-36 PL12x3x0'-3' N/A N/A 68k-9.5k 3/4" F1554-36 PL12x3x0'-3" N/A N/A F1554-36 PL12x3x0'3" N/A N/A IEIBZIIIMIIM F155436 P25/3201/250'-312" N/A P6'5/6631/24'3 12' N/A IIIICSEill 216k-2662 ® .1554-36 P25/8201/2x0'-312° 12/#5 8)45 EZIMIIMMEI EMIIMMEIMINCEIra EIZIMMEMINIZEIN Fi554-36 PL3/4055'-5" (2)#5 (2) 45 6L3/4x5x0' 5 (2/ #5 (2) 45 P13/4x5x9'3" (2/ #5 12/ 45 4255-45.76 112' F1554-55 P23/4355Y-5° (3185 (4)45 49.86-57.56 1 1/4" F1554-105 823/45550-55° (3145 14)45 67.65-6965 13/8" F1554105 P23/45200'-0" (41#5 (4)45 T/SLAB PER PLAN PL3/2x6 x SLAB THICKNESS W/ (2/ 5/8'0x8' WHS L6x4x1/4 (UV) x 013' W/ (2112'0x8' WHS 84'OC LOWER LANDING STEEL STAIR O12 ATTACHMENT TO POST -TENSIONED SLAB SCALE: 1'=1'-0' MTL STUD WALL W/ DEFLECTION TRACK PER PLAN CONC WALL& HEINF PER PLAN EMBED PL12312x1'-0" W/ (4)12°0 x 8'WHS SIDE PL3/8x4x0'-6' BEAM PER PLAN COL PER PLAN WALL PER PLAN P-T SLAB & REINF PER PLAN h &SLAB H' PER PLAN NOTES: ADDITIONAL CURTAIN WALL SUPPORT PER 6/S4 02 WHERE OCCURS PER 17/S592. VEHICLE BARRIER WALL 13 AT POST -TENSIONED SLAB 0 AT POST -TENSIONED SLAB SCALE. 1'=1'-0' (05607M) 3/4" CHAMFER SLAB DOWEL PER PLAN 5/8' Ld PER 20/53 01 DOD NOTE A: L=21h+1 /4"1+25d1+45/ WHEN LABELED AS PIECE "A" AT EDGE. h = t-11 1/2"+ BOT CLR COVER). FULL LENGTH BENT REINFORCING - PIECE "A° LLL D/ h Ld PER 20/53.01 L- 20+1 1/4"+211D1+ 11" ELEVATION - PIECES"B" AND °C" PRIOR TO HORIZONTAL BENDS PLAN PIECE"B" VERT BEND VERT BEND LOCATIONS LOCATIONS PLAN - PIECE "C° REINFORCING AT SLAB EDGES - PIECES "B" AND "C" Ld PER LAP SCHED PLAN- HAIRPIN REINFORCING AT TOP AND BOTTOM OF ANCHOR AT SLAB EDGE CONDITION REINFORCING AT SLAB EDGES - PIECE "D" PER SUPPLIER } &SLAB Y PER PLAN STL STAIR PER SUPPLIER EMBED PL3/8x14x1'-2° W/ (415/8"0 x4" WHS®6°OC ADDL45 P-T CONC SLAB & REINF PER PLAN ®18"OC SCALE: 1° =1'-0' LEVEL 3 PER PLAN STUD WALL PER PLAN PT 2x PLATE W/ #10 SCREWS PER 19/S5.02 54MIL TOP TRACK SIMPSON SCB OR SIMILAR DEFLECTION CLIP, TYP AT STRINGERS STL STAIRS PER SUPPLIER, TYP STL STUD WALL PER PLAN Oa18 STAIR WALL TRANSITION AT PODIUM SCALE 1'=1-0' STRINGER BASE DETAIL GRID CONC WALL& REINF PER PLAN EMBED PL3/4x141-2' W/(4)12"0x6'WHS `INTERMEDIATE STAIR LANDING & CONN PER SUPPLIER &LANDING` PER ARCH Otf19 INTERMEDIATE STAIR LANDING CONNECTION SCALE: 1' FOR PERMIT Thane drawings era sufficient,/ complete for subMalon tathen/IN:ttion having authority for permit The Con/ran/or shall not use these awnings for mnsfrvcbon um, COmraatm receives Gotten approval for use In Dn./in/ion 5/then/nisi/in/ion having authority. 90 Enginee, P-T SLAB & REINF PER PLAN 51 PE15LP PLAN 6° a (2#4x HAIRPINS '- EMBEDPL1/2010551PW/ (411/2'0 x6" WHS10 DOC 3/tor TYP PL1/4x530'-0" W/ 3/433 THRD BOLT IN STD SLOTTED HOLE DTE: )OITIONAL FRAMING HSS COL PER PLAN NOT SHOWN FOR CLARITY. AT POST -TENSIONED SLAB (CNTR BOLT IN SLOT) SCALE: 1"=1'-0° &RAILING and P-T SLAB & REINF PER PLAN T/SLAB RAILING PER ARCH EMBED PL3/4x6x0'-10° N 5-0 0C MAX W/ (2) 5/8"0x6" WHS @ 6"0C S PER PLAN 6" 2" RAILING CONNECTION DETAIL O10 SCALE PT PER 1"= 13)" PLATE W/ AB 4/S4.04 EXT CLADDING PER ARCH 1/4 , 1-12 P-T PER T/sLAe SLAB & PLAN REINF 1613 1/9 r i-12 PREFAB DECK BY OTHERS W/ TIE ROA PERPLAN �� I ° PL1/2x6x0'8' W/(2/ 12°0 THRD BOLTS EMBED PL1/2x12x '-0 W/ (411/2"0x6' WHS P 9"0C 4'-0" MAX DTE: ':FER TO 20/S5 02 BOLT FOR ADDITIONAL INFORMATION_ -ON DECK AT CONCRETE SLAB 15 SCALE', 1' = 1'5" REVIBWED FOR 1 . APPROVED APR0 2010 p� T/SLAB _ CONC CONC SLAB & REINF PER PLAN V PER PIAN ®® - u05 TN 2°0C W( FORMSAVER MILD RAMP SLAB AT CONCRETE WALL CONC WALL W/ REINF PER RAN O20 SCALE. 1' = 1'-0' UR BAL 9 ARCHITECTURE URBANJRURAL 1938 Fairview Avenue East SURE too Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com r 206-257-0972 snainseRe 707 W 2nd Avenue Spokane, Washington 99201 P) (509) 455-4448 www.dchengineerecom CIVIL / STRIJCTLIRAL ®cop$0 mu/ D'Pmato eonverwro ln<NRgm$ Reser. project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 RLID MIDD ILI, INC. key plan bm ttals/revrslo BUILDING PERMIT SET 0 31.171 OUNDATION 0NLV PER MIT/FII\12.06.17I STRUCTURALRESUBMRTAL STRUCTURALRESUBMITTAL drawing POST -TENSION CONCRETE DETAILS drawing information DATE 12.06.17 SCALE DRAWN BSD JOBB 17041-0175 copyright t numbe TABLE 1 BASEPLATE THICKNESS 3/8^, 1/2" 5/8 3/4" > = 7/8" "F" FILLET SIZE 3/16° 1/4" 5/16. SIZE PER TABLE 1 TYP, F REF NOTE 2 CONC SLAB PER PLAN T/SLAB PER PLAN CL COL & EMBED PL PLAN CL COL NOTES: AT INTERIOR COLUMN 1. WELDED HEADED STUDS LONGER THAN 8° SHALL BE PIGGYBACKED PER ' MANUFACTURES RECOMMENDATIONS, EMBED PI- W/ WHS COL PER PLAN COL PER PLAN EMBED PL5/8 x14x/'-2" W/ (4) 5/8"0 x (SLAB H -2"1 WHS O 6"OC EW CTRO PER NOTE 1 ADDL12) N4 x48°EW CONTRACTOR TO SECURE EMBED TO FORM, WET SETTING EMBED PROHIBITED CL COL & STUD WALL PLAN CL COL & STUD WALL #4 BASS o COL PER PLAN SIZE PER TABLE 1 TYP, REF NOTE 2 121 #4 x 48" CTRD ON EMBED UNO T/SIAB " PEP PLAN STUD WALL PER PLAN 64 HAIRPIN EMBED PL IN/ WHS 414 HAIRPIN COL & STUD WALL PER PLAN EMBED PL5/8 x14x1'-2" W/ (4) 5/8"0 x (SLAB H - 29 WHS ®6"OC EW GIRD, PER NOTE 1 CONC SLAB PER PLAN 24" ADDL#4 HAIR PINSx s) EA SIDE OF WHS CONTRACTOR TO SECURE EMBED TO 1 2, WHERE EMBED PLATE IS NOT LEVEL, FILLET WELD SIZE SHALL BE INCREASED BY AT EDGE COLUMN FORM, WET SETTING EMBED PROHIBITED THE AMOUNT OF THE GAP CREATED WHEN COLUMN IS PLUMB, TYPICAL BASEPLATE TO POST -TENSIONED SLAB CONNECTION - HSS COLUMN COL PER PLAN SIZE PER TABLE 1 LYE, REF NOTE 2 CORNER CARS T/5 PER PLAN CL CO PLAN CL COL & STUD WALL i- 1I AT CORNER COLUMN STUD WALL PER PLAN #4 HAIRPIN BED PL W/WHS #4 CORNER BARS COL & STUD WALL PER PLAN EMBED PL5/8 x14x162" W/ 1415/B"0 x (SLAB H -2°1 WHS 631)C EW CTRD, PER NOTE 1 CONC SLAB PER PLAN ADOL#4 HAIR PINS sI EW EA SID OF WHS CONTRACTOR TO SECURE EMBED TO FORM, WET SETTING EMBED PROHIBITED SCALE: 1 ° -1'-8 (05040) 6'-0° STUD WALL PER PLAN PT SILL PLATE CONC SLAB PER PLAN ANCHOR BOLT, TYP NOTES: 1, USE 5/810 ANCHOR BOLTS WITH 7" MINIMUM EMBEDMENT INTO CONCRETE SLAB, 2. EACH SILL PLATE PIECE SHALL HAVE (2) BOLTS MINIMUM. HOLD-DOWN ANCHORS ARE NOT TO BE CONSIDERED AN ANCHOR BOLT, 3. LOCATE BOLTS WITHIN 1'.8 OF SILL PLATE PIECE ENDS AND AT 6'-0"OC MAXIMUM, 4. USE PLATE WASHER PER SHEAR WALL SCHEDULE AT EACH BOLT. STANDARD CUT WASHERS ARE ACCEPTABLE AT NON -SHEAR WALLS, 5. DO NOT DRILL OVERSIZE HOLES THRU SILL PLATE.USE11/16"0 DRILL BIT. 6. SILL PLATE THICKNESS AND FASTENING AT SHEAR WALLS PER SHEAR WALL SCHEDULE. 7, CONTACT THE ENGINEER -OF -RECORD FOR POST INSTALLED ANCHOR OPTIONS. O4 TYPICAL SILL PLATE ANCHORAGE TO CONCRETE SCALE: I^=I'-0' 1069101 FOR PERMIT Thesedrawings aro sufficiently complete for submission to the jurisdiction having authorlryfor permit the Contractor shall not use these drawings for construction until Contractor receives wrinen approval for use in constrvction hytha junstliction M1avinH aufhonryantl oGl E^0... REVIEWED FOR 1 CODE COMPLIANCE I APPROVED APR 092010 e 9T kwila 15 91 4hrk21x„tl U R on. L ARCHITECTURE U RRANIRU RAL 1938 Fairview Avenue East sum too Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license e711 US ISD8E IrR. 707 W 2nd Avenue Spokane, Washington 99201 P: (5091455-4448 ww.dc7-engineets.com CIVIL / 6TFi lJCTIJRAL 8 coppgnt 1060,i p'tme.Convxsorolnc NP'ig. Rene. project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 REID M LLD TOI INC. key plan BUILDING PERMIT SET 10.31.17 FOUNDATION ONLY PERMIT Ft t2.06.17 2.16.17 AL STRUCTURALRESUBMI TRUCTURAL RESUBMI tlrawing title POST -TENSION CONCRETE DETAILS DATE 12.06.17 SCALE 1"=1'-0" DRAWN BSD JOB 17041-0175 BEAM PER PLAN LSSU210 AT TOP & LUS28 AT BOT OF STRINGER, TYP HANDRAIL PER ARCH 23/32" STRUCT SHTHG MIN AT TREAD, GLUED & NAILED TO STRINGER W/ (3) 0.1300x2112 NAILS 19/32° STRUCT SHTHG MIN AT RISER, GLUED & NAILED TO STRINGER W/ (3) 0.1300x21/2" NAILS PT 2x4 PLATE W/ PAF @ 12"0C HDR PER PLAN 23/32" SHTHG MIN AT LANDING JOIST PER PLAN SU210 STUD WALL PER PLAN, TYP 2x6 REINFORCEMENT AT EA STRINGER PER SCHED & 6/S5.01 2x12 STRINGER PER SCHED 30LB BLDG PAPER BTWN CONC & WOOD FRMG TREADS PER ARCH I1 , I-111-I I-111= LANDING PER ARCH O1 TYPICAL INTERIOR STAIRWAY ELEVATION SCALE'. 1' =1'-0' (06300) TYPICAL INTERIOR STAIRWAY SECTION AT SLOPED STRINGERS 23/32" STRUCT SHTHG MIN AT TREAD NAIL SIDE STRINGER TO 22 WALL W/ 12) 0.146'0x31/4) NAILS PER STUD 2x12 STRINGERS PER 1/S501 NAIL 226 TO STRINGER W/ 12) ROWS 0.148'0x31/4' NAILS @ 16"OC STAGG h� STUD WALL & SHTHG PER PLAN, TYP CALE: 1' =120" (0E3011 SHEAR WALL SHTHG WHERE APPLIES. TYP ADDL NAILING & BLKG READ FOR (21 ROWS OF PLATE NAILING PER SHEAR WALL SCHED TOPPING PER ARCH T/SHTHG PER PLAN PLATE ATTACHMENT PER SHEAR WALL SCHED DIAPHRAGM EDGE NAILING PER PLAN AT SHEAR WALL BELOW T PER PLAN JOIST PER PLAN W/ 12) 0.1300x31/4° NAILS TO TOP PLATE WEB STIFF PER JOIST MFR NOTE: ALTERNATE RIM JOIST CONNECTION DETAIL PER 16/55.01 MAY BE USED AT WALLS WITH 111 ROW OF PLATE NAILING. JOIST & HGR PER PLAN RIM JOIST CONN PER SHEAR WALL SCHED STUD WALL& SHTHG PER PLAN INTERIOR WALL AT FLOOR/CORRIDOR SCALE: 1'=/'-0' (06030 SHEAR WALL SHTHG WHERE APPLIES, TYP TOPPING PER ARCH hh TPER /SHTPLA Y HG N JOIST PER PLAN W/ (2) 0,1310/61/4° NAILS 22 BLKG W/PLATE ATTACHMENT PER SHEAR WALL SCHED PLATE ATTACHMENT PER SHEAR WALL SCHED DIAPHRAGM EDGE NAILING PER PLAN ADDL NAILING & BLKG READ FOR (2) ROWS OF PLATE NAILING PER SHEAR WALL SCHED WEB STIFF PER JOIST MFR RIM JOIST PER PLAN RIM JOIST CONN PER SHEAR WALL SCHED STUD WALL & SHTHG PER PLAN ALTERNATE RIM JOIST CONNECTION DETAIL - FOR SINGLE ROW OF PLATE NAILING/BLOCKING ONLY EXTERIOR WALL 1 PERPENDICULAR TO FLOOR JOISTS SCALE: 1' =1'-0' (060021 T/SHTHG ,1, PERK SHTHG PER PLAN BEAM PER PLAN LEDGER PER PLAN HRG PER PLAN T/SHTHG PER PLAN STRINGER SCHEDULE ALLOWABLE HORIZONTAL MAXIMUM SPAN LENGTH 2x12 STRINGER SPACING LIVE LOAD 100PSF UNREINFORCEO 12"OC 8'/6" REINFORCED 16"0C 8'$" 12"0C 9810" /TOPPING PER ARCH OIST PER PLAN W/HGR & WEB STIFF'S PER JOIST MFR, TYP OTYPICAL JOIST TO BEAM CONNECTION SCALE: 1'=1'-0' 106200 SHEAR WALL SHTHG WHERE APPLIES TYP ADDL NAILING & BLKG REDO FOH "I 12) ROWS OF PLATE NAILING PER SHEAR WALL SCHED TOPPING PER ARCH T/SHTHG PER PLAN JOIST PER PLAN W/ (2) 0.131"031/4' NAILS TO TOP PLATE WEB STIFF PER JOIST PLATE ATTACHMENT PER SHEAR WALL SCHED DIAPHRAGM EDGE NAILING PER PLAN AT SHEAR WALL BELOW SOLID BLKG PER PLAN BLKG CONN PER SHEAR WALL SCHED STUD WALL & SHTHG PER PLAN NOTE: ALTERNATE RIM JOIST CONNECTION DETAIL PER 16/5501 MAY BE USED AT WALLS WITH (1) ROW OF PLATE NAILING. INTERIOR WALL 0 12 PERPENDICULAR TO FLOOR JOISTS SCALE: 1'=1'-0' (06021) SHEAR WALL SHTHG WHERE APPLIES TYP DIAPHRAGM EDGE NAILING PER PLAN TOPPING PER ARCH T/SHTHG PER PLAN 2x4 W/ (410.131°031/4°NAILS JOIST PER PLAN ! 1 22 BLKG W/ PLATE ATTACHMENT PER SHEAR WALL SCHED ALTERNATE RIM JOIST CONNECTION DETAIL - FOR SINGLE ROW OF PLATE NAILING/BLOCKING ONLY PLATE ATTACHMENT PER SHEAR WALL SCHED DIAPHRAGM EDGE NAILING PER PLAN ADDL NAILING & BLKG REM FOR (2) ROWS OF PLATE NAILING PER SHEAR WALL SCHED BLKG 048'0C W/ (2/ 0.131"0x31/4° NAILS TO TOP PLATE RIM JOIST PER PLAN RIM JOIST CONN PER SHEAR WALL SCHED STUD WALL & SHTHG PER PLAN ®EXTERIOR WALL PARALLEL TO FLOOR JOISTS 17 SCALE: 1=1'-0' (06001) ADDL STUDIS) TO MATCH STUDS ABOVE STUD WALL PER PLAN HOT PLATE HDR PER PLAN SILL AT WINDOWS TRIMMER & KING STUDS COW" TO BOT PLATE OTYPICAL HEADER SCALE'. 1" =100' 106211) PER TDS MFR, TYP STUD WALL CONT PER PLAN EDGE NAILING PER SCHED AT (2) INNER MOST COMPRESSION STUDS 0.131"0[0.148"07x21/4"NAILS @ 6"OC BALANCE OF COMPRESSION STUDS, LINO 0 STUD WALL PER PLAN W /685 07CURS BOT PLATE WHERE OCCURS FULL DEPTH VERT BLKG TO MATCH STUDS ABOVE CONTTHRU TO FDN WHERE OCCURS BLKG PER PLAN FRMG PER PLAN DBL TOP PLATE, SPLICE PER 5/S5.01 STUD WALL PER PLAN 13) 0.131"0x3 1/4" NAILS TYP EA END BUNDLED TRIMMER 5 z000 INDICATED AS THUS: 2 ON PLAN I(1) MIN, TYPI KING STUDS PER PLAN (11 MIN TRIMMER STUDS & NAILING PER TDS MFR THRD ROD & TAKE-UP DEVICE (TUDI PER TDS MFR, TYP COMPRESSION STUDS PER PLAN STUD WALL & SHTHG PER PLAN, TYP PLAN - INTERSECTING SHEAR WALLS AND OSHEAR WALL ENDTIE-DOWN ANCHOR LOCATIONS SCALE:1'=1'-0) (061201 DBL TOP PATE JOIST PER PLAN W/ FULL HEIGHT WEB STIFF EA SIDE OF WEB DBL TOP PLATE NOTE: COMPRESSION STUDS BELOW NOT SHOWN FOR CLARITY. NO JOIST ABOVE JOIST ABOVE THRD ROD PER TDS MFR SOLID BLKG W/ GRAIN VERT OR LSL OVER ENTIRE AREAS OF COMPRESSION STUDS BELOW, TYP CONT WALL WHERE OCCURS PER PLAN RIM JOIST PER PLAN THRD ROD PER TDS MFR SOLID BLKG W/ GRAIN VERT OR LSL OVER ENTIRE AREAS OF COMPRESSION STUDS BELOW, TYP RIM JOIST PER PLAN PLAN - BLOCKING AT 0 13 TIE DOWN SYSTEM (TDS) AT RIM JOIST SCALE: 1' =120° 105122) SHEAR WALL SHTHG WHERE APPLIES TYP DIAPHRAGM EDGE NAILING PER PLAN TOPPING PER ARCH T/SHTHG PER PLAN 2x4 W/ (41 0.131)023 1/4' NAILS JOIST PER PLAN BLKG @ 48(0C W/ L210.131)023 1/4" NAILS TO TOP PLATE NOTE: I ,111 )I DIAPHRAGM EDGE RBEfl PLAN AT SHEARR WALLALT BELOW Illi ALTERNATE RIM JOIST CONNECTION DETAIL PER 16/S5.01 MAYBE USED AT WALLS WITH (1) ROW OF PLATE NAILING. PLATE ATTACHMENT PER SHEAR WALLSCHED RIM JOIST PER PLAN ADDL NAILING & BLKG HMO FOR (2) ROWS OF PLATE NAILING PER SHEAR WALL SCHED RIM JOIST CONN PER SHEAR WALL SCHED STUD WALL & SHTHG PER PLAN OO o INTERIOR WALL PARALLEL TO FLOOR JOISTS 1 SCALE: 1' =1'-0' L06020) SHEAR WALL SHTHG PER PLAN DBL TOP PLATE SHEAR WALL SHTHG PER PLAN NOTES: THRD ROD PER TDS MFR' TAKE-UP DEVICE gm & COUPLER PER TDS HER (TDS FORCE PER PLAN) AT EA FLR PLATE WASHER PER TDS MFR AT EA FLR ROT PLATE PER SHEAR WALL SCHED IM JOIST PER PLAN BLKG BEYOND W/ GRAIN VERT OR LSL TO MATCH WIDTH OF COMPRESSION POSTS BELOW WALL STUD PER PLAN, TYP EDGE NAILING TO COMPRESSION STUDS PER 8/S5 01 COMPRESSION STUDS PER PLAN, TYP PER ROS I 1.- END OF SHEAR WALL PER PLAN 1. TAKE-UP DEVICE (TUB) SHALL HAVE THE ABILITY TO TAKE UP AT LEAST 025' PER FLOOR. 2. TIE DOWN SYSTEM PER MANUFACTURER (MAXIMUM TOTAL VERT CAL MOVEMENT FOR WALLS < 10'-0" LONG = 0.125" PER FLOOR. MAXIMUM TOTAL VERTICAL MOVEMENT FOR WALLS > 10'-0° LONG = 0.18' PER FLOOR). 3. TOTAL VERTICAL MOVEMENT SHALL INCLUDE MOVEMENT FROM ALL COMPONENTS OF THE TIE DOWN SYSTEM. OTYPICAL TIE DOWN SYSTEM (TDS) AT MID -STORY SCALE: 1 1'-0° (06101) COMPRESSION STUD PER PLAN SHEAR WALL SHTHG PER PLAN EDGE NAILING TO COMPRESSION STUDS PER 8/S5.01 SHEAR WALL SHTHG PER PLAN PER TDS MFR OPTION A PER TDS MFR END OF STUD WALL PER PLAN TAKE-UP DEVICE CTUDI PER TDS MFR PLATE WASHERS PER TDS MFR WOOD HDR PER TDS MFR COMPRESSION STUD PER PLAN TRIMMER STUD & NAILING PER TDS MFR OF PER P D WA PLATE WASHER PER TDS MFR THRD ROD PER TDS MFR COMPRESSION STUD PER PLAN EDGE NAILING TO COMPRESSION STUDS PER 8/S5.01 NOTES: OPTION B 1. TAKE-UP DEVICE ITUD) SHALL HAVE THE ABILITY TO TAKE UP AT LEAST 0.25) PER FLOOR. 2. TIE DOWN SYSTEM PER MANUFACTURER (MAXIMUM TOTAL VERTICAL MOVEMENT FOR WALLS < 1020" LONG = 0,125° PER FLOOR. MAXIMUM TOTAL VERTICAL MOVEMENT FOR WALLS O 10'-0" LONG = 0.18" PER FLOOR). 3. TOTAL VERTICAL MOVEMENT SHALL INCLUDE MOVEMENT FROM ALL COMPONENTS OF THE TIE DOWN SYSTEM. TYPICAL TIE DOWN SYSTEM (TDS) AT TOP STORY SCALE: 1' =120' (Revised 06102) FOR PERMIT complete im submission to the 621,66161 construction umii Contractor receives written approval @ruse in conmm� hority1or pewit. The Contrzvtwshell not use thes,tlrawings for rurisclitticn having authority enrl DCl Engineers. 460" MIN SPLICE LAP DBL TOP PLATE (2) ROWS 0.14E6023 1/4° NAILS ((161 TOTAL) STAGG (WITHIN AREA OF SPLICE) @ 6"0C PtAI OCC STU( SM NOTE: FLOOR/ROOF JOISTS NOT SHOWN FOR CLARITY. OTYPICAL PLATE SPLICE DETAIL SCALE: 1"=1'-0' (06904/ AT TOP FLR/R00 AT FLR FLR/ROOF FRAMING -`n PER PLANS & DETAILS -IL-,^, TIE DOWN SYSTEM PER LOA(MAX TOTAL VERTICA MOVEMENT FOR WALLS < 10'-0" LONG = 0.125" PER FLOOR. MAX TOTAL VERTICA MOVEMENT FOR WALLS > 10'-0) LONG = 0.18° PER FLOOR) BUNDLED STUDS PER TDS HER SHTHG PER PLAN EDGE NAILING TO COMPRESSION STUDS PER 8/S5.01 NOTE: TOTAL VERTICAL MOVEMENT SHALL INCLUDE MOVEMENT FROM ALL COMPONENTS 0 THE TIE DOWN SYSTEM O1O TYPICAL SHEAR WALL ELEVATION SCALE: 12'=120° (06090B) E SPLICE TO R OVER S, TYP WALL PER PLAN WALL STUDS ABOVE PER PLAN T/SHTHG PEP PLAN SHTHG PER PLAN WALLSTUDS f PER PLAN SILL PLATE W/ ATTACHMENT PER SHEAR WALL SCHED P-T SLAB PER PLAN T/SLAH PEA 0430A SHEAR WALL SCHEDULE W6 FOR 0.140"0x21/2" NAILS IN DOUGFIR LARCH(2015 IBC) 1161 SOME SHEAR WALL TYPES NOTED MAY NOT BE USED ON THIS PROJECT, WALL TYPE WALL SHEATHING APA-RATED 11 2 171 NAIL SIZE &SPACING AT ALL PANEL EDGES 14 51 BLOCKING & STUD SIZE AT ADJOINING PARR EDGES 13 6 131 RIM JOIST OR BLOCKING CONN TO TOP PLATE BEI 08317 RI 2> PLATE ATTACHMENT SILL PLATE ATTACHMENT SH009 CAPACITY LBS/FT AILING TO WOOD RIM JOTS OR BLOCKING BELOW ANCHOR BOLT TO CONCRETE BELOW ]10L SILL PLATE AT FOUNDATION [111 W6 15/32" 0.1460x21/2"@6°0C 2x CUP @ 16"OC 0.148.0531/4"@60C 5/8°08348°0C 2x 310 W4 15/32" 0.14E°0x2 12°4640C STAGGERED 3x CLIP 012"0C 0.141E031/4°854.0C 5/8"0@32"OC 2x 460 5/8"0048°0C 321151 W3 15/32° 0.148°0x212'@3"0C STAGGERED 3x CLIP @1683C EACH SIDE 0.148"0x31/4'6)6"0C (2) ROWS 191 5/8"0@24"OG 2x 600 500@32"0C 3x1151 W2 15/32' 0.148.0221/20207 STAGGERED 3x CLIP @16"0C EACH SIDE 0.148"0x31/4"06"OC (2) ROWS 191 5/8"0016"07 28 770 5/8"0@24'0C 321151 2W4 15/32' BOTH SIDES 0.14100x21/2"@4"07 STAGGERED 3x CLIP @12"0C EACH SIDE 0.148"0x3114°@4.0C 12) ROWS 191 5)0"0024'07 321151 920 2W3 15/32" BOTH SIDES 0.14810x210 @3"0C STAGGERED 3x CLIP@8"0C EACH SIDE 0.14E600 1/4" 0 40C (21 ROWS 191 OR (2) ROWS OF SDWH0.195x4 SCREWS 060C 191 5/8'0@16°OC 3x [151 1200 , 2 15/32" BOTH SIDES 0.14810x212" @ 2`0C STAGGERED 3x CLIP @ 8'0C EACH SIDE CLIP @ 8'OC EACH SIDE 17. 810R (2) ROWS OF SDWH0.19524 SCREWS @6'OC 191 5/8"0 @ 12°0C 3x 1151 1540 NOTES: 111 INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY. 21 WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL PANEL EDGE JOINTS ON 2x FOAMING SHALL BE STAGGERED SO THAT JOINTS ON THE OPPOSITE SIDES ARE NOT LOCATED ON THE SAME STUD. 131 BLOCKING IS REQUIRED AT ALL PANEL EDGES, 141 PROVIDE SHEAR WALL SHEATHING AND NAILING FOR THE ENTIRE LENGTH OF THE WALLS INDICATED ON THE PLANS. ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY WINDOWS OR DOORWAYS OR AS DESIGNATED ON PLANS. HOLD-DOWN REQUIREMENTS PER PLANS. (ALTERNATE NOTE: WALLS SHOWN WITH HORIZONTAL STRAPS BELOW AND/OR ABOVE OPENINGS REQUIRE SHEATHING, SHEAR WALL NAILING, ETC ABOVE AND BELOW ALL OPENINGS(. 151 SHEATHING EDGE NAILING IS REQUIRED AT ALL HOLD-DOWN POSTS. EDGE NAILING MAY ALSO BE REQUIRED TO EACH STUD USED IN BUILT-UP HOLD-DOWN POSTS. ADDITIONAL INFORMATION PER HOLD-DOWN DETAILS. 161 INTERMEDIATE FRAMING TO BE 2x MINIMUM MEMBERS, ATTACH SHEATHING TO INTERMEDIATE FRAMING WITH 0.148°0x212" NAILS AT 12"OC WHERE STUDS ARE SPACED AT 160C AND 0.148"0x2 1/2° NAILS AT 6°0C WHERE STUDS ARE SPACED AT 24"0C. L71 BASED ON0.131°0211/2° NAILS USED TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING. USE 0.131'0221/2" NAILS WHERE INSTALLED OVER SHEATHING. 181 FRAMING CLIPS: A35 OR LIPS OR APPROVED EQUIVALENT. 19) WHERE BOTTOM PLATE ATTACHMENT SPECIFIES (2) ROWS OF NAILS OR SCREWS, PROVIDE DOUBLE JOIST, RIM JOIST OR EQUAL BELOW. STAGGER NAILS/SCREWS IN ROWS 1 12"APART MINIMUM, 0 SHEAR WALL SCHEDULE - DOUG-FIR LARCH SCALE: 1'=120' (01430A) 1101 ANCHOR BOLTS SHALL BE PROVIDED WITH HOT -DIPPED GALVANIZED STEEL PLATE WASHERS 0.229"23°x3" MINIMUM. THE HOLE IN THE PLATE WASHER MAY BE DIAGONALLY SLOTTED 13/16°21 3/4° PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND NUT. PLATE WASHER TO EXTEND TO WITHIN 1/2" OF THE EDGE OF THE SILL PLATE ON THE SIDEIS) WITH SHEATHING. AT226 WALLS WITH SHEATHING ON BOTH SIDES USE PLATE WASHER 0.229941/2541/2" MINIMUM. EMBED ANCHOR BOLTS 7' MINIMUM INTO THE CONCRETE. 1111 PRESSURE TREATED MATERIAL CAN CAUSE EXCESSIVE CORROSION IN THE FASTENERS. PROVIDE HOT -DIPPED GALVANIZED (ELECTROPLATING IS NOT ACCEPTABLE) NAILS AND CONNECTOR PLATES (FRAMING ANGLES, ETC) FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED FRAMING MEMBERS. ADDITIONAL INFORMATION PER STRUCTURAL GENERAL NOTES. 1121 WHERE WOOD SHEATHING (W IS APPLIED OVER GYPSUM SHEATHING (GI. CONTACT THE ENGINEER OF RECORD FOR ALTERNATE NAILING REQUIREMENTS. 1131 AT ADJOINING PANEL EDGES. (2) 22 STUDS NAILED TOGETHER MAY BE USED IN PLACE OF SINGLE 3x STUD, DOUBLE 2x STUDS SHALL BE CONNECTED TOGETHER BY NAILIN G THE SLDS TOGETHER WITH 3"LONG NAILS OF THE SAME SPACING AND DIAMETER AS THE PLATE NAILING PER SECTION. 1141 CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR ADHESIVE OR EXPANSION BOLT ALTERNATIVES TO CAST -IN -PLACE ANCHOR BOLTS. SPECIAL INSPECTION MAY BE REQUIRED. 1151 NAIL STUDS TO 3x SILL PLATES WITH EITHER 12) 0.148°0x4" END NAILS OR (4) 0.1300x2 12° TOENALLS. (161 WX WHERE ''W' INDICATES WOOD SHEATHING AND °X° INDICATES EDGE NAIL SPACING, 1171 EDGE NAILS SHALL BE LOCATED 3/8° FROM PANEL EDGES. ADJOINING PANEL EDGE PANEL EDGE NAILING, TYP I' MAIM/ 41b NAILING TO. MATCH PLATE NAILING. (2)22 STUDS .._ REVIEWED FOR CODE -COMPLIANCE! APPROVED APR932013 U RIJi^ LJ ARCHITECTURE URSANIRURAL 1938 Fairview Avenue East score too Seattle, WA 98102 info@urbalarchitecture.com urbalerchitecture.com T 206-257-0972 license anG1fl°em se 707 W 2nd Avenue Spokane, Washington 99201 I': (509) 455-4448 ww.dci.engineers.com 091VI1_ / STRIJ C'TU FAA., ®copyright 1.17 pnm.la Comerrano...ac 9.Rerw. pro; ecl name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA. WA 98188 key plan submittals/revision BUILDING PERM ti SET 10. FOUNDATION ONLY PER/Fi\ 12.06.17 TRUCTURALRESUBMITTAL STRUCTURAL RESUBMITTA drawing title FRAMING DETAILS drawing information DATE 12.06.17 SCALE As indicated DRAWN BSD J08# 17041.0175 copyright sheet number BOLTED SINGLE SHEAR PLATE CONNECTION -SCHEDULE "A" 3/4"0- A325-N SINGLE ROW BEAM Fy=50KSI- CONNECTION PLATE Fy=36KSI BEAM SIZE °N°BOLTS REQUIRED (1) MIN SHEAR PLATE OR WT STEM THICKNESS MIN HSS COLUMN WALL THICKNESS 110) WELD SIZEt (71 MAX SINGLE COPE DEPTH (9) MAX DOUBLE COPE DEPTH (9) CONNECT ON CAPACITY- ASD 13) (KIPS) UNCOPED COPED SINGLE DOUBLE C8,C9,010 2 1/4" 1/4° 3/16" 1 1/4" NR(11) 132 7.6 NR(11) W6 2 14' / 14" / 316° i 11/4° NR 11t! 13.2 76 68111) 3/16" 22/2' 11/4' 236 17. 17. 0 C 3/16 2' 11/4" 256 1]5 18.35 W1 2 2 3 1/4" ° 1/4" 3/18° 2" 1 1/4" 25.6 18.3 WI 4 3 51/4" 1/4 1/4° 212" 11/2" 27.8 EQUAL TO UNCOPED CAPACITY 23.9 W16 4 5/16° 1/4" 1/4" 212° 112" 42.4 36.6 W18 5 5/16" 5/16" 1/4° 212' 11/2' 53.0 EQUAL TO UNCOPED CAPACITY W21 6 3/8° 5/16° 5/16° 21/2' 112° 63.6 W24 7 3/8" 5/16" 5/16° 21/2° 112° 74.2 W27 8 3/8" 3i8" 5/16" 212" NR (11) 84.8 NR (11) W30 8 7/16" 3/8" 5/16° 21/2" NR 111) 84.8 NR (11) W33 9 7/16" 3/8" 5/16° 212' NR (11) 95.4 NR (11) W36 10 7/1E 3B" 5/6' 212' NR(111 1032 NR(11) BOLTED SINGLE ROW SHEAR PLATE CONNECTION NOTES: PROVIDE EITHER STANDARD OR HORIZONTAL SHORT SLOTTED HOLES AS PERMITTED BY AISC J3.21N THE BEAM WEB AND/OR THE SHEAR LATE. 2. WHERE SHORT -SLOTTED HOLES ARE USED, PROVIDE HARDENED WASHERS PER AISC J3,2. 3. CAPACITIES BASSOON AISC 13TH EDITION WITH ASTM A326N BOLTS. 4. HORIZONTAL DISTANCE FROM SUPPORT FACE TO CENTERLINE OF BOLT GROUP SHALL BE AS SHOWN IN THE DETAILS, BUT SHALL NOT EXCEED 312° IN THE AS -BUILT CONDITION. SUPPORT FACE FOR TEE IS THE INSIDE FACE OF FLANGE. . VERTICAL EDGE DISTANCE FROM BOLT CENTERLINE TO EDGE OF STEEL SHALL BE 1 12" TYPICALLY, EXCEPT THAT 1 1/4" IS PERMITTED PER AISC TABLE J3 4 FOR 3/4° DIAMETER BOLTS WITHOUT ANY REDUCTION IN THE TABULATED CAPACITIES. GAP BETWEEN BEAM END AND SUPPORT FACE SHALL BE 1/2° EXCEPT FOR W1 CONNECTORS USED WITH HSS COLUMNS. WHERE'W17 ARE USED AS SHEAR TAB ELEMENTS, THE GAP BETWEEN FACE OF COLUMN AND END OF BEAM SHALL NOT EXCEED THE LESSER OF 1 1/2" OR THE "k° DISTANCE OF THE °Wi° PLUS 1/4". 7. WELD SIZES SHALL BE THE LARGER OF THE SIZE (0, TABULATED IN SCHEDULE"A" OR MINIMUM SHOWN IN TABLE 1, 8 FIELD FILLETWELDS SHALL BE SIZED TO BE AT LEAST 1/8" LARGER THAN THE WELD SIZE SHOWN IN SCHEDULE "A", UNLESS PROPER FIT - UP IS VERIFIED BY A SPECIAL INSPECTOR PRIOR TO WELDING. 9. COPE DEPTHS (SINGLE AND DOUBLE) SHALL NOT EXCEED THE LESSER OF THOSE SHOWN IN SCHEDULE "A", NOR AS ALLOWED BY BOLT HOLE SPACING AND MINIMUM EDGE DISTANCE REQUIREMENTS. SINGLE COPE LENGTH SHALL NOT EXCEED 61/2". DOUBLE COPE LENGTHS SHALL NOT EXCEED THAT REQUIRED TO ACCOMMODATE GIRDER FLANGE + 12° MAX GAP BETWEEN FLANGES. 10. UNCOPED CAPACITIES OF WT CONNECTIONS ARE VALID WITH MINIMUM NOMINAL HSS COLUMN WALL TABULATED THICKNESS. THE EFFECTIVE THROAT OF FLARE BEVEL GROOVE WELDS IS BASED ON OUTSIDE RADIUS OF HSS, AND IS TAKEN AS 5/8 TIMES THE HSS WALL THICKNESS BASED ON AWS D1.1, TABLE 2.1. WHEN 3/4" A3261{1 BOLTS ARE USED, A 3/16" HSS COLUMN WALL THICKNESS IS PERMITTED WITH A 20% REDUCTION OF THE WT CONNECTION CAPACITY. 11. NR = NOT RECOMMENDED. DOUBLE COPES FOR THESE BEAMS ARE RESTRICTED BY CONNECTION GEOMETRY AND/OR LARGE REDUCTIONS IN SHEAR CAPACITY. DOUBLE COPES ARE POSSIBLE, BUT CAPACITIES MUST 8E CALCULATED FOR SPECIFIC BEAM AND GIRDER GEOMETRIES AND MUST BE DETAILED SEPARATELY. SINGLE SHEAR PLATE (SINGLE ROW) CONNECTIONS SCALE- 1°=180° (05201M) CORRIDOR WALL ABOVE LSL CORRIDOR DOOR HDR PER PLAN 111111 PER PLANG I�f� CORRIDOR BEAM I PER PLAN 11111 IIiiII NOTE: PROVIDE A MINIMUM OF (3) A350R LIPS CLIPS FROM CONTINUOUS RIM JOIST TO TOP PLATE PRIOR TO RIM JOIST SPLICE (ADDITIONAL CUPS MAY BE REQUIRED PER SHEAR WALL SCHEDULE). HEADER AT CORRIDOR $ T/STL PER PLAN (2) 3/4'0 BOLTS AT BEAM GAGE 400 F/SUPPORT (EMBED PL, BEAM WEB, COL FLANGE OR RETROFIT PL) 2 1/2"MIN /2" MAX (NOTE 4) 2x 80LT0 SHEAR PLATE THICKNESS PER SCHED "A" 2"GAPTYP (NOTE 6) TYPICAL SHEAR PLATE CONNECTION MAX COPE LENGTH�* PER (NOTE 91, TYP 15TL PER PLAN "P PER TABLE 1, TYP CL COL &STIFF PL WHERE BEAM ENDS CLBEAM BEAM TO BEAM CONNECTION SHEAR PLATE INFORMATION PER TYPICAL SHEAR PLATE CONNECTION. TABLE 1 MINIMUM WELD SIZE TABLE PLATE OR FLANGE THICKNESS (T) T<12° MINIMUM FILLET SIZE 3/16" 12"<T<3/4" 1/4° 3/4" <T 5/16° ° MINIMUM WELD SIZE TO BE BASED ON THICKNESS OF THE THICKER PART. SCHED 'A' (NOTE 7) FIELD WELDS (NOTE 81 SIZE & QUANTITY OF BOLTS PER SCHED °A" WASHERS PER (NOTE 2) BEAM PER PLAN TYP SHEAR PL CONN BEAM PER PLAN, TYP CL COL & STIFF PL WHERE BEAM CONTINUOUS NOTES: BEAM OVER COLUMN 1. CHAMFER CORNERS AS REQUIRED AT BEAM "K" REGION. 2. AT INTERSECTING BEAMS USE FULL DEPTH SHEAR TAB PER 6/S5.02. 3. BEARING PLATE WIDTH = (BEAM WIDTH OR IF COLUMN IS WIDER THAN BEAM, COLUMN WIDTH+1"I MINIMUM. STIFF PL3/8 EA SIDE PER NOTES 1 & 2, TYP (4/ 3/4"0 BOLTS AT BEAM GAGE BEAM PER PLAN, TYP BRG PL TO MATCH FLANGE NOMINAL THICKNESS LESS 1/8°, 12° MIN THICKNESS, DRG PL WIDTH PER NOTE 3, TYP COL PER PLAN, TYP 12 BEAM TO HSS COLUMN CONNECTIONS SCALE: 1'=150' (050501 ONT RIM JOIST TBHTHG PERK SL AT OPNG PER PLAN CORRIDOR WALL BELOW SCALE- 3/4" =1'-0' JAMB STUDS PER EL 600520043 STUD 024.0C, TYP-\ P-T SLAB PER PLAN $T/SLAB, PEY R PLg6 BEAM WHERE OCCURS PER PLAN KNIFE PL RE00 ALONG GIRDER LINE t" PER SCHED "A" TYP SCHED "A" CL COL SECTION 1/2° AT WI, TYP (NOTE 41 2 1/2" AT KNIFE FL, TYP COL CONTINUES AT SIM BEAM TO HSS OR PIPE COLUMN SHEAR PLATE INFORMATION PER TYPICAL SHEAR PLATE CONNECTION. CUT FLANGE TO PROVIDE 1/4" MIN FLAT BEYOND TOE OF WELD CL COL &BEAM CAP PL TO MATCH COL WALL THICKNESS. CAP FLUSH W/T/STL WT STEM OR KNIFE PL THICKNESS PER SCHED "A" ADDL INFORMATION PER TYP SHEAR PL CONN BEAM PER PLAN, TYP COL PER PLAN WT STEM THICKNESS PER SCHED °A° TYP USE KNIFE PL ALONG GIRDER LINE P(NOTE 10) EDGE OF FLANGE SHALL BE FLUSH W/F/COLOR OVERRUN AS REDD TYPICAL SECTION AT INTERIOR COLUMN CL COL& BEAM NOTE: ADDITIONAL INFORMATION PER TYPICAL SECTION. OMIT AT CORNER TYPICAL SECTION AT CORNERS AND 3-SIDED CONDITIONS TYP (NOTE 101� CL COL SCHED'A' NOTE: ADDITIONAL INFORMATION PER TYPICAL SECTION. NOR PER SCHED EDGE FLUSH W/F/COL, MIN SHEAR PL PER SCHED "A°, TYP FLANGE PL THICKNESS TO BE PLAICE THE SHEAR PL THICKNESS ALTERNATE SECTION WITH TEES BUILT-UP FROM PLATES CL COL & STIFF PL /2° WHERE BEAM ENDS F, PER TABLE 1,� ,F TYP COL PER PLAN, TYP BRG PL TO MATCH FLANGE NOMINAL THICKNESS LESS 1/6', 1/2" MIN THICKNESS, BRG PL WIDTH PER NOTE 3, TYP (4) 3/4"0 BOLTS AT BEAM GAGE, TYP STIFF PL3/8 EA SIDE PER NOTES 1 & 2, TYP BEAM PER PLAN, TYP BEAM BELOW COLUMN DEFLECTION TRACK TO MATCH JAMB THICKNESS, 54MIL MIN AT OPNG'S BEND WEB &ATTACH TO JAMB STUDS W/ (3) 810 SCREWS, NP EA END SILL, WHERE OCCURS PER SCHED W = WIDTH O17 EXTERIOR NON -LOAD BEARING STUDS SCALE: 12'= 1'4» CL COL & STIFF PL 12' IYYR iL TYP T WHERE BEAM CONTINUOUS TABLE 1 BRGBASE PLATE THICKNESS FILLET SIZE 3/8', 1/2' 3/16" 5/8°, 3/4° 1/4" 4 = 7/8" 5/16" OPENING REQUIREMENTS WIDTH JAMBS HEADER/SILL 6005300.54 6000150-64 UP 0015'-0" 6005300.68 6000300-68 NOTE: AT OPENINGS LARGER THAN 15.-0", SEE DETAIL 6/S4.02. $1%SHTH6 PEW R PLg6 2x BLKG 016.0C W/'Z° CLIP WHERE REDD, TYP CEILING SHTHG WHERE OCCUfl (SIZE & CONN PER ARCH) DO NOT CONNECT TO FRAMING WITHIN 16° OF WALL PLATE. CONNECT TO WALL PLATE W/'DS" CLIPS 416"0C $ T/SHTHG \�' PER PLAN TOPPING PER ARCH S JOIST PER PLAN 2x4 W/ 121 e131'0x3 1/4" NAILS 2'-0'MAX BLKGW48'0C DTC CLIP ® 4870C (NAIL MID -HEIGHT OF SLOT) NON -BEARING WALL PER ARCH WALL PARALLEL TO FLOOR/ROOF FRAMING TOPPING PER ARCH CEILING SHTHG WHERE OCCURS (SIZE & CONN PER ARCH) DO NOT CONNECT TO FRAMING WITHIN 16" OF WALL PLATE. CONNECT TO WALL. PLATE W/ "DS" CUPS 016°0C JOIST PER PLAN DTC CLIP 1448.0C (NAIL MID -HEIGHT OF SLOT NON.BEARING WALL PER ARCH WALL PERPENDICULAR TO FLOOR/ROOF FRAMING NON-STRUCTURAL PARTITION WALL CONNECTION SCALE: 1' =1'-0' (06905) T/SHTHG PER PLAN SL.SIREP _ _a CL CLR SPAN AT STRAP TIES DIAPHRAGM EDGE NAILING PER SHEAR WALL SCHED WALL END BUNDLED STUDS OR POST PER PLAN, TYP SHTHG PER SHEAR WALL SCHED, TYP STRAP PER PLAN W/ 12 OF NAILS {PER SCHED) TO STUDS ABOVE & BELOW PROVIDE SOLID BLKG BTWN STUDS & HD'S TYPICAL HOLD-DOWN OR STRAP OCONNECTION AT FLOOR FRAMING SCALE. 1 ° = 1'-0° 1050941 C (1) 88 SCREW MIN EA STUD FLANGE, TYP STUD PUNCHOUT7?- 0/ c/ VG FASTENERS PER {070001 DEFLECTION TRACK x 43MIL MIN THICKNESS STL STUDS PER PLAN TYPICAL NON -BEARING WALL TOP TRACK 14 ATTACHMENT TO CONCRETE SLAB OR METAL DEC SCALE 1`=180' (070031 STUD PUNCHDUT STL STUDS PER PLAN SEATEDATUDS TO AGAINST TRACK ji*.1 SEATED AGAINST TRACK Ali* (1/16" MAX GAP)TRACK PER PLAN (1) M0 SCREW EA STUD FLANGE, TYP 2) 810 SCREWS 012°0C TO COLD -FORMED STL, 121 PAF 012"0C W/ 3/4° EMBED TO CONC, (2) RAF 012°0C TO STL UNO ON SHEAR WALL SCHED 0 NOTE: THIS DETAIL APPLIES TO TOP AND BOTTOM TRACKS OF ALL STRUCTURAL STEEL STUD WALLS UNO. AT NONSTRUCTURAL WALLS, USE TOP DEFLECTION TRACK PER 14/S6 02. 0 TYPICAL TOP AND BOTTOM TRACK DETAIL SCALE: 1'=150' (07000) FOR PERMIT These drawings era sufficiently complete 10reu. ..ion tote jurisdiction havingeutbar0y for perms. The CoMettor shell not use Mesa tlrewings for construction until Cantrectar receives written approval for use in contusion by the jurisdiction havin0 autho,iN antl0C( Engineers. SHEAR WALL SHTHG WHERE APPLIES, TYP ADDL NAILING & BLKG 9000 FOR (2) ROWS OF PLATE NAILING PER SHEAR WALL SCHED TOPPING PER ARCH 44 T1606 PER PLAN JOIST PER PLAN -` 2x4 W/ (410.13 '063 1/4. NAILS TO OP PLATE SHEAR WALL SHTHG WHERE APPLI S� PLATE ATTACHMENT PER SHEAR WALL SCHED DIAPHRAGM EDGE NAILING AT SHEAR WALL BELOW PER PLAN RIM JOIST PER PLAN ORR1DOR JOIST &HGR PER PLAN BEAM & HGR PER PLAN RIM JOIST CONN PER SHEAR WALL SCHED STUD WALL & SHTHG PER PLAN INTERIOR WALL AT FLOOR/.CORRIDOR SCALE) 1° =1'-0' ADDL NAILING & BLKG REDD FOR 12) ROWS OF PLATE NAIIJNG PER SHEAR WALL SCHED, TYP TOPPING PER ARCH, TYP THTHG PER PLAN WEB STIFF PER JOIST MFR, TYP PANEL JOINT -NAILING TO MATCH PLATE NAILING PER SHEAR WALL SCHED, TYP PANEL EDGE NAILING PER SHEAR WALL SCHED, TYP PLAN AT PANEL JOINT NOTE: CONTRACTOR TO COORDINATE INSPECTION REQUIREMENTS. f ALTSHEAR WLL SHTHG LOCATIOAN, TYP DIAPHRAGM EDGE NAILING PER PLAN AT SHEAR WALL BELOW, TYP PLATE ATTACHMENT PER SHEAR WALL SCHED, TYP RIM JOIST PER PLAN, TYP JOIST PER PLAN W/ 12)0.131°0x31/4"NAILS TO TOP PLATE, TYP RIM JOIST CONN PER SHEAR WALL SCHED, TYP TUD WALL& SHTHG PEPPLAN. TYP 0 PARTY WALL PERPENDICULAR TO FLOOR JOISTS SCALE: 1°=1'0" (06041/ P-T SLAB & REINF PER PLAN T/SLAB V PER PLAN LOWER LANDING WOOD STAIR ATTACHMENT---= TO POST -TENSIONED SLAB SCALE: 1"=1' 0° PL1/42712x1'-0" W/ 14) 5B'0 BOLTS 0 3'0C POST PER PLAN (NO POST AT SIM) A35 EA SIDE OF POSIT&8 HDU2 SHTHG PER PLAN ASLAB PER PLAN Ali gl TIMop,oI�N 181B1iR ��� tl I� 1N I II (III 1, (2) BAYS LSL BLKG, W/ DIAPHRAGM EDGE NAILING & CS16 STRAP 31/2' LSL BLKG FIRST BAY STAIR STRINGER W/ HGR PER 1/55.01 LEDGER W/ AB PER PLAN PL1/2x71 REVIEWED FOR cumgr MPLlAIJi,, APPROVED APR 03 2018 �2 pp I TIE ROD PER SUPPLIER (NO TIE -ROD AT SIMI NEOPRENE PAD B STL & ALUMINUM 1 12° IN, TYP 3 PREFAB DECK BY OTHERS Wf' TIEROD Nt'6x20 x 0' 8 W/ (4)1/2"0 THRU BOLTS TO DBL RIM BOARD & {21 12'0 THRU BOLT TO BOLT -ON DECK 3'-6° MAX EXT CLADDING PER ARCH O2U BOLT -ON DECK AT WOOD FRAMING SCALE: 1'=1''0' PL3/8 ARCHITECTURE URBAN IRUO/1L 1938 Fairview Avenue East SUITE WO Seattle WA 98102 info@urbalarchitecture.com www,urbalarchitecture.com T 206-257-0972 license A F`l ` �4+ 94' CgA :N toA/. consultant(ogo mar..x;4gt "s'Gnunue e B GPE'6E2 707 W 2nd Ave Spokane, Washington 99201 P: (509) 455-4448 www.dciengineers.com CIVIL / STRIJ CT.., AI_ 0 Copaaghur+c,en+.a project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 ) � 1lV �1 � �lt � 15 �c;;3 t.��j 1;�ea eY Plan submittals/revisions BUILDING PERMIT SET 10.31.17 FOUNDATION ONLY PERM IT F1 42.06.17 STRUCTURALRESUBMITTAL 51 12.18.17 STRUCTURALRE6UBMLTTAL `S2\01.10.18 drawing title FRAMING DETAILS drawng Mormation DATE 12.06.17 SCALE As indicetetl DRAWN BSD J050 17041-0175 la Urbsaar.itec I. wiuman oPYr 9h1 ee sheet number S5.02 5B"0 WELDED THRD STUD 024"OC&6" FROM EA END CUNT 2x NAILER CONT PLt/4 T/SHTHG PER PLAN BEAM PER PLAN FIRE PROTECTION BY OTHERS 1 1/2" MAX OVERHANG STUD WALL & SHTHG WHERE OCCURS PER PLAN TOPPING PER ARCH WHERE OCCURS SHTHG PER PLAN ALTERNATE STEEL PLATE AT NAILER AT FIRE WRAPPED STEEL BEAMS NOTE: ALL WELDED THREADED STUDS SHALL HAVE NUTS AND WASHERS. 2-16 OTYPICAL NAILER DETAILS AT STEEL BEAM SCALE, i'=1'-0" (06909M) 5/8'0 W ELDED THRD STUD B 32"0C & 6" FROM EA END CONT LSL1 3/4 NAILER 07 TPER/SHTPLANHG BEAM PER PLAN FIRE PROTECTION BY OTHERS NOTES: STUD WALL& SHTHG WHERE OCCURS PER PLAN TOPPING PER ARCH WHERE OCCURS SHTHG PER PLAN JOIST W/ ITS HGR NAILED TO NAILER W/1610.148"0x11/2" NAILS, TYP MAX OVERHANG 1. DETAIL APPUES ONLY AT LOCATIONS WHERE SINGLE I -JOISTS FRAME INTO BEAM. DOUBLE I - JOIST OR LSL 6.VL/ JOIST FRAMING INTO BEAM SHALL BE PER "ALTERNATE STEEL PLATE AT NAILER" (DETAIL BELOW/. 2. HANGERS FOR WORD BEAMS FRAMING INTO STEEL BEAMS SHALL BE WELDED TO TOP FLANGE OF STEEL BEAM. 3. DETAIL SHALL NOT BE USED WITH HSS BEAMS. ALTERNATE LSL NAILER STUD WALL & SHTHG PER PLAN T/SHTHG PEP PIAN FFT SHTHG TO MATCH TYP FLOOR SHTHG TO EXTEND 4'-0" EA SIDE OF FIREWALL PSL51/4 BLKG NOTE: FOR ADDITIONAL INFORMATION REFERENCE 10/55.02, OFIREWALL AT PARTY WALL SCALE: 1.8. 1'-0" `JOIST W/ HGR PER PLAN PLATE CONN PER SHEAR WALL SCHED FOR PERMIT mesa drawings ere sufficiently amplete for submission to the lurlstllttion having.M1. y for permit The Contactor shall not use Nese &swings for senswrnon umil contractor receives/45(ton approval for use in conorestion by the jurisdiction having authority end OCI Engineers, 5/4'0 WELDED THRD STUD ®16"OC & 6' FROM EA END CUNT 3x NAILER e T/SHTHG Y PER PLAN BEAM PER PLAN SA CIRCULAR NOTCH SA VEE NOTCH LET -IN NOTCH AT WIDE FLANGE BEAMS .100 BEARING WALL STUDS STUD MAX DEPTH OF MIN DEPTH REMAING SIZE EDGE CUT OR NOTCH AFTER CUT OR NOTCH 2x4 7/8" 2 5/8" 2x6 13/8" 41/8" NON -BEARING WALL STUDS STUD MAX DEPTH OF MIN DEPTH REMAING SIZE EDGE CUT OR NOTCH AFT ER CUT OR NOTCH 2x4 13/8° 21/8" 2x6 23/16° 33/8" CUTTING AND NOTCHING WOOD STUDS NOTE: DO NOT NOTCH MORE THAN THREE ADJACENT STUDS WITHOUT REVIEW BY ENGINEER. TOPPING PER ARCH WHERE OCCURS SHTHG PER PLAN JOIST & HGR PER PLAN, TYP g0' / BORED HOLES ARE O TO BE SPACED AT LEAST A STUD WIDTH FROM A CUT OR NOTCH BORED HOLES ARE TO BE SPACED AT LEAST TWICE THE DIAMETER OF THE LARGEST HOLE BEARING WALL STUDS STUD SIZE MAX DIAMETER OF BORED HOLE MIN DEPTH REMAING AFTER BORED HOLE 2x4 1 3/8" 5/8" EA SIDE OF HOLE 2x6 2 3/16" 5/8"EA SIDE OF HOLE NOTE: STUDS MAY NOT BE BORED IN EXCESS OF 40% OF THE STUD, I STUDS ARE DOUBLED, BORINGS MAY BE INCREASED TO 60% OF STUD WIDTH PROVIDED NOT MORE THAN (21 SUCCESSIVE STUDS ARE BORED. BORINGS SHALL NOT BE MADE AT THE SAME SECTION WHERE CUT OR NOTCH HAS BEEN MADE. NON -BEARING WALL STUDS STUD SIZE MAX DIAMETER OF BORED HOLE MIN DEPTH REMAING AFTER BORED HOLE 2x4 21/16" 58 EA SIDE OF HOLE 2x6 31/4" 5/8" EA SIDE OF HOLE NOTE: STUDS MAY NOT BE BORED IN EXCESS OF 60% OF THE STUD. °RINGS SHALL NOT BE MADE AT THE SAME SECTION WHERE CUT OR NOTCH HAS BEEN MADE. BORED HOLES IN WOOD STUDS NOTE' BORED HOLE NOT PERMITTED IN MORE THAN THREE ADJACENT STUDS WITHOUT REVIEW BY ENGINEER, O15 TYPICAL HOLES & NOTCHES IN WOOD STUDS SCALE: 1°=1'-0" (06908) STUD WALL& SHTHG PER PLAN x 0 PLAN - FIREWALL AT EXTERIOR WALL APPROVED APR 03 2010 EXT STUD WALL PER PLAN SCALE: 1"=1'-0" U R B : L ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE too Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license CR,, 0, o$0 DF A NA consultant logo 707 W 2nd AvefrunuW EG1e Spokane, Washington 99201 P: (509) 455-4448 www.dci-engineers.com CIVIL / STRUCTURAL ®euulr9 nARpn6Resmetl project name STERLING SOUTHCENTER,AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98185 vn1 l�- Li� \ Ui 1— submittals/revisions BUILDING pERMIT SET 10.31.17 FOUNDATION ONLY PER MR Fi 12.06.17 STRUCTURALRESUBMITTAL 01 1218°171 STRUCTURALRESUBMITTAL S 01.1018 drawing title FRAMING DETAILS drawing information DATE 1206.17 SCALE DRAWN BSD JOB/4 17041-0175 copyright sheet number S5.03 DIAPHRAGM EDGE NAILING PER PLAN JOIST PER PLAN NOTE: FOR ADDITIONAL INFORMATION REFERENCE 8/56.01. FRT SHTHG TO MATCH'fYP FLOOR SHTHG TO EXTEND 400. EA SIDE OF FIREWALL JOIST PER PLAN HOIST BEAM PER P PL3/16x2 1/2x0'-7 1/2° EA SIDE W/ (2/1/2'0 A307 THRU BOLTS 4461N 2x6 STUD WALL, EA END O2 INTERIOR FIREWALL AT ROOF Of HOIST BEAM TO POST CONNECTION SCALE. 1°=1'-0' 3 SCALE' 1°=100' DBL TOP PLATE 2x6 STUDS Pr16'0C LIP SHTHG PER PLAN 2x BLKG W/ DIAPHRAGM EDGE NAILING SHTHG PER PLAN 2x OR 1 12° LSL RIPPED TO SLOPE W/0.131"0x2 12" NAILS 19 MOC STAGG PER ARCH) 2x 8/KG JOIST PER PLAN HDR PER PLAN NOTE: FOR ADDITIONAL INFORMATION REFERENCE 19/S6 01. $T/SHTPLANHG PER JOIST PER PLAN W/ 12) 0.131 0x31/4" NAILS TO TOP PLATE NOTE: ALTERNATE RIM JOIST CONNECTION DETAIL PER 14/S6 01 MAY 8E USED AT WALLS WITH (1) ROW OF PLATE NAILING. DIAPHRAGM EDGE NAILING PER PLAN AT SHEAR WALL BELOW LSL0 1/2 BLKG W/ VENT HOLES PER ARCH (2"0 MAXI PLATE ATTACHMENT PER SHEAR WALL SCHED STUD WALL& SHTHG PER PLAN INTERIOR PARTY WALL OPARAPET WITH EYEBROW AT EXTERIOR WALL 0 PERPENDICULAR TO ROOF JOIST SCALE: 1"=1'-0' SCALE: 1°=100° DBL TOP PLATE g2x65T24°OCUD5 68 .Ex SDWC 15450 STUD TO LSL 2x BLKG BEAM PER PLAN W/H8 TO TOP PLATE EA END NOTE: FOR ADDITIONAL INFORMATION REFERENCE 14/S6.01. (410.131°02212" NAILS, TYP OUTRIGGER TO PARAPET STUD 2x BLKG SHTHG PER PLAN 2x OR 1 1/2" LSL OUTRIGGER RIPPED TO SLOPE 2x8LKG 22 OR 1 1/2" LSL W/ (4) 0.131"0x21/2" NAILS TO OUTRIGGER A3 O12 INSET PARAPET AT EXTERIOR WALL SCALE 1'=1'-0' STUD WALL & SHTHG PER PLAN PANEL EDGE NAILING PER PLAN INSULATION PER ARCH SHTHG PER PLAN BLKG MECHANICAL PENTHOUSE O13 PERPENDICULAR TO ROOF JOIST SCALE: 1' =1'-0' STUD WALL & SHTHG PER PLAN PANEL EDGE NAILING PER PLAN INSULATION PER ARCH SHTHG PER PLAN /SHTHG PER PLAN JOIST PER PLAN, NPBEAM PER PLAN NOTE: ROOF TRUSS AT SIMILAR CONDITION. ROOF JOIST PER PLAN W/ SIMPSON H2.5A TO BRG WALL ON EA END OF JOISTS BELOW UNIT LUS46 HGR, TYP 4x6 BLKG AT CURB, TYP PLAN MECH UNIT CURB PER SUPPLIER 3/8"0 LA SCREW EMBED 3° INTO JOIST OR BLKG AT EA CORNER OF CURB A_A 4268LKG OR JOIST WHERE OCCURS OMECHANICAL UNIT ATTACHMENT SCALE: 1' =1'-0' DIAPHRAGM EDGE NAILING PER PLAN T/SHTHG PER PLAN 2x4 W/ (4/ 0.131"0x31/4° NAILS JOIST PER PLAN SHEAR WALL SHTHG WHERE APPLIES 2x BLKG W/ PLATE ATTACHMENT PER SHEAR WALL SCHED DIAPHRAGM EDGE NAILING PER PLAN RIM JOIST PER PLAN W/VENT HOLES PER ARCH (2"0 MAXI BLKG 9148"OC W/ (210.131 "0x31/4" NAILS TO TOP PLATE RIM JOIST CONN PER SHEAR WALL SCHED STUD WALL & SHTHG PER PLAN ALTERNATE RIM JOIST CONNECTION DETAIL - FOR SINGLE ROW OF PLATE NAILING/BLOCKING ONLY OEXTERIOR WALL PARALLEL TO ROOF JOISTS SCALE. 1' —100" (06060) T/SHTHG PER PLAN JOIST PER PLAN W/1210.131"0x3 1/4° NAILS TO TOP PLATE IH2.5A1 22 BLKG W/ PLATE ATTACHMENT PER SHEAR WALL SCHED SHEAR WALL SHTHG WHERE APPLIES_/ ALTERNATE RIM JOIST CONNECTION DETAIL - FOR SINGLE ROW OF PLATE NAILING/BLOCKING ONLY DIAPHRAGM EDGE NAILING PER PLAN RIM JOIST PER PLAN W/VENT HOLES PER ARCH (2°0 MAXI WEB STIFF PER JOIST MDR, EA SIDE W/ 9410148"0x31/2' CINCH NAILS! RIM JOIST CONN PER SHEAR WALL SCHED STUD WALL & SHTHG PER PLAN EXTERIOR WALL PERPENDICULAR 14 TO ROOF JOISTS SCALE: 1'=1'-0' (060511 PLATE NAILING PER SHEAR WALL SCHED SOLID 2x BLKG DIAPHRAGM EDGE NAILING PER PLAN SHTHG PER PLAN SOLID 22 BLKG HGR PER PLAN JOIST PER PLAN PANEL EDGE NAILING PER SHEAR WALL SCHED 4TAPERED JOIST PER STUD WALL & SHTHG V PLAN PER PLAN O18 MECHANICAL PENTHOUSE AT BEAM O COORIDOR FRAMING AT ROOF SCALE: 1'=1PY 19 SCALE 1'=10(7 FOR PERMIT These drawings are sufficiently complete for submission to the jurisdictionhavin for permit. The Contractor shop so not uthese drawings for cons)rvc8onunfil Contrectorreceiveswrinen approve) for use incon4vction by a pissimionhaving authority 40 DO Engineers, T/PARAPET PER PLAN DIAPHRAGM EDGE 2 1 NAILING PER PLAN '4 Ni 2x FLAT BLKG AT EA STUD TEHTHG i DBL TOP PLATE HB ANCHOR AT EA STUD TO FLAT BLKG PER PLAN �1I y1= I JOIST PER PLAN PLATE NAILING PER SHEAR WALL SCHED 2x6 LEDGER W/ (210-148"0x31/4° NAILS EA STUD PARAPET - EXTERIOR LCgB. � WALL PANEL EDGE NAILING 2x BLKG W/VENT HOLES PER ARCH (2"0 MAXI STUD WALL & SHTHG PER PLAN PARALLEL TO JOIST SCALE: 1' =1'-0' (06062/ T/PARAPET PER PLAN DIAPHRAGM EDGE y 4d 'Ii DBL TOP PLATE ( 22 PARAPET STUD SISTERED NAILING PER PLAN ,i AT H8 TO EA JOIST W/ (410.162"0E 1/2' ' NAILS TO WEB STIFF p `ANCHOR ' TPERP/SHTHGLAN I[ H8 ANCHOR AT EA STUD 4 WHERE h> 18° (PLACE ON SIDE OF STUD OPPOSITE OF JOIST! - 1 EDGENAMING �� 22 BLKG )MIN 2" DEEPER THAN WS/ L WALL STUDS) W/VENT HOLES PER ARCH 1E0 MAXI JOIST PER PLAN WEB STIFF SIDE, SAME WIDTH AS 224 x 30" IN/ 0.1480x3 NAILS 16"OC TO AT H8 ANCHORS 1111111111111111111�Iilj n 111 W/ STUDS 1/4" JOIST, LOCATE AS RE ID JOIST A34, TVP 2x BLKGW/0.162"0x312"NAILS 916'OC MIN TO TOP PLATE STUD WALL &SHTHG PER PLAN 2x BLKG PARAPET STUD 2x4 22 BLKG H8 ANCHOR PLAN AT H8 ANCHOR BELOW PARAPET - EXTERIOR WALL PERPENDICULAR TO JOIST 10 SCALE: 1" =1'.0 1060631 DIAPHRAGM EDGE DIAPHRAGM EDGE NAILING NAILING PER PLAN PER PLAN AT SHEAR WALL BELOW THTHG PER PLAN 2x4 W/14) 0-131'0x31/4° NAILS III ! 1�1 RIM JOIST PER PLAN JOIST PER PLAN BLKG N 48"OC W7 (210.131"0x31/4° NAILS PIN/JOIST CONN PER SHEAR WALL SCHED STUD WALL & SHTHG PER PLAN TO ALE / SHEARAR WALL SHTHG WHERE APPLIES yN' REVIEWED FOR i 4,,vg= loural L,IHN1.t t - APPROVED 7 APR 03 201B NOTE: t ALTERNATE RIM JOIST CONNECTION DETAIL PER 9/S6.01 tT MAY BE USED AT WALLS WITH (1/ROW OF PLATE NAILING. 1 k� HX'p i,L 1 U,IL��NC t�§IOt t i INTERIOR WALL PARALLEL TO ROOF JOISTS 15 SCALE: /SHTHG 1' =1'-0' (060701 DIAPHRAGM EDGE NAILING PER PLAN AT SHEAR WALL BELOW LSL1 1/2 BLKG W/ VENT HOLES PER ARCH (2°0 MAX/ PER PLAN JOIST PER PLAN W/ (2) 0,131 NAILS TO TOP NOTE: ALTERNATE RIM JOIST CONNECTION MAY BE USED AT WALLS INTERIOR 0331/4' PLATE DETAIL PER 14/5601 WITH(1) ROW OF PLATE NAILING. WALL PERPENDICULAR PLATE ATTACHMENT SHEAR WALL SCHED STUD WALL & SHTHG PER PLAN TO PER ROOF JOIST 20 SCALE: 1' =100' (060711 'JR3AL ARCHITECTURE URSAN!P0URAL 1938 Fairview Avenue East sum too Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 707 W 2nd Avenue Spokane, Washington 99201 P: (509) 455-4448 www.dci.engineeracom CIVIL / STR UCTU RA Copyigm+eR0+i O'amalo STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 FOUNDATION ONLY PERMIT/F7\ 1206.17 STRUCTURALRESUBMRTAL /S1\ 12.18.17 STRUCTURALRESUBMITTAL 01.10.18 drawing tit ROOF FRAMING DETAILS drawing information OBN 17041-0175 ACOUSTIC REQUIREMENTS UNIT UNIT DESCRIPTION EQUIPMENTSUPPORT ( DUCT CONNECTIONS MUA-R-i AND MAKE-UP AR -CORRIDOR PRESSURPATON SPRING ISOLATORS WITH 2' STATIC DEFLECTION. 1REFERTO NOTE3. CU-R-1 AND CONDENSING UNIT SPRING ISOLATORSOIUHO'STATIC DEFLECTION. REFER TO NOTE 4. HRV-1 LEVEL 1 OFFICE SUPPLY. LEVEL 1 TOILET ROOM EXHAUST DOUBLE DEFLECTION NEOPRENE MOUNTS HAVING 0.3"STATIC DEFLECTION. ;REFER TO NOTE 2. SPF-R-7 T03 STARPRESSURPATION FANS EMERGENCY EQUIPMENT. NO ISOLATION REQUIRED. EPF-R-1 AND ELEVATOR PRESSURIZATION FANS EMERGENCY EQUIPMENT. NO ISOLATION REQUIRED. SEER-1 T03 SMOKE EXHAUST FANS EMERGENCY EQUIPMENT. NO ISOLATION REQUIRED. GEF-1.1 T013 GARAGE EXHAUST FANS SPRING ISOLATORS WDH 2" STATIC DEFLECTION. REFER TO NOTE 2. GEF-2-1 TO 2-3 GARAGE EXHAUST FANS SPRING ISOLATORSWRH2" STATIC DEFLECTION. REFER TO NOTE 2. GTE-1-1 TO 1-7 GARAGE TRANSFER FANS RGD ATTACHMENT GTE-1-8 GARAGE TRANSFER FAN DOUBLE DEFLECTION NEOPRENE MOUNTS HAVNG 03" SEATO DEFLECTOR GTF-2-1 TO 2-6 GARAGE TRANSFER FANS RG()ATTACHMENT EF-2.1 TOILET ROOM 205 EXHAUST FAN REFER TO NOTE 2. EF-2-2 JANITOR'S ROOM 207 EXHAUST FAN REFER TO NOTE 2. EF-23 TRASH ROOM EXHAUST FAN REFER TO NOTE 2. EF-3-1 TOUT ROOM 318 EXHAUST FAN REFER TO NOTE 2. EFR-1 TRASH CHUTE EXHAUST FAN REFERTONOTE 7. REFER TO NOTE 2. _-_- EFR-2 TRASH ROOM(LEVELS3 T07)& SALON 315 EXHAUST FAN REFERTONOIE 1. REFER TO NOTE 2. ERR-3 DINING 308ICFEF'S KITCHEN LOUNGE 300 EXHAUSTFAN REFER TONOTE 1, REFER TO NOTE 2. EF-ft4 LIENS304/WOMEN'S 305 EXHAUST FAN REFER TO NOTE 1. REFER TO NOTES. EF-1 APARTMENT BATHROOM EXHAUST FAN 1REFER TO NOTE 2. EF-2 APARTMENT SECOND BATHROOM EXHAUST FAN REFER TO NOTE 2. TE-1 INTERIOR BEDROOM TRANSFER FAN FC-7 T09 VERTICAL FAN COL UNIT (4)MASON 2"M2"SUPER WNEOPRENE PADS. ONE PERCORNEROF HEAT PUMP. IREFER TO NOTE 2. HP.1 TO HEAT PUMP MOUNTED IN GARAGE DOUBLE DEFLECTION NEOPRENE MOUNTS HAVNG00'STATO DEFLECTION. IHP-1.1, 1.2 SPLIT SYSTEM AC UNIT -INDOOR UNB- UNIT 8.1222 OHP-1 SPLIT SYSTEM AC UNIT -OUTDOOR UNIT - UNIT 8.1222 DOUBLE DEFLECTION NEOPRENE MOUNTS HAVING 0.3"STATIC DEFLECTION. IHP-2-1,2-2,23 SPLIT SYSTEMIC UNIT -INDOOR UNIT- UNIT C.1220 OHP-2 IHPS SPLRSYSIEMAC UNIT -OUTDOOR UNIT -UNNC.7220 SPLBSYSTEMAC UHF. STAFF ROOM 109 (INDOOR UNIT) DOUBLE DEFLECTION NEOPRENE MOUNTS HAVING 03"STATIC DEFLECTION. OHP-3 SPLN SYSTEM AC UNIT- STAFF ROOM 109 (OUTDOOR UNIT) DOUBLE DEFLECTION NEOPRENE MOUNTS HAVING 03" STATIC DEFLECTION. IHP4 SPLITSYST:MAC UNIT- SALON 315(INDOOR UNI) 0HP-4 SPLRSYSTEM AC UNM- SALON 315(OUTDOOR UNIT) DOUBLE DEFLECTION NEOPRENE MOUNTS HAVING 0.3" STATIC DEFLECTION IHPS SPLIT SYSTEM AC UNIT- ELEVATORMACHWE ROOM (WOODRUM) OHPS SPLN SYSTEM AC UNIT- ELEVATOR MACHINE ROOM (OUTDOOR UNIT) DOUBLE DEFLECTION NEOPRENE MOUNTS HAVING 03" STATIC DEFLECTION IHPS SPLIT SYSTEM AC UNE- ELEVATOR MACHINE ROOM (INDOOR UNU) OFFS SPLIT SYSTEM AC UM- ELEVATOR MACHINE ROOM (OUTDOOR UNIT) DOUBLE DEFLECTION NEOPRENE MOUNTSHOVWG 0.3" STATIC DEFLECTION, B-1 AND B-2 BOILERS 314" THICK NEOPRENE WAFFLE PADS STACKED TO HAVE 0.1" STATIC DEFLECTION. j P-1703 CIRCULATION PUMPS 1M4"THICK CLOSED CELL NEOPRENE TAPE. ST-1T03 DOMESTICHOTWATER STORAGE TANK RGOLY ATTACHED TO STRUCTURE. ET-1 EXPANSION TANK RGOLYATTACHED TO STRUCTURE. NOTES: 1. INSTALL UNIT ON FULL PERIMETER U4" NEOPRENE TAPE. MAKE ALL CONNECTIONS FROM THE FAN TO THE CURB USING NEOPRENE ISOLATION WASHER GROMMETS. 2. FLEXIBLE DUCT CONNECTIONS TO EQUIPMENT. 3, FLEXIBLE DUCT CONNECTIONS TO EQUIPMENT. 2" DUCT LINER ON ROOF; 1" DUCT LINER WITHIN BUILDING TO FIRST GRILLE. 4, FLEXIBLE PPWGCONNECTONS, ENDOF SCHEDULE OUTDOOR AIR ECONOMIZERS SYSTEM FC-1 FC-2 FC-3 FC-4 FC-5 FC-6 FC-7 FC-8 FC-9 LOAM MINIMUM OUTDOOR Aft 100%OUT100R AIR ECONOMIZER OFFICES LEVEL I 400 CFM FROM HRV-1 GREAT ROOM 104 700 CFM 1,600 CFM BISTRO 103/108BY 102 950 CFM 2,000 CFM READING ROOM/LOUNGE 202 125 CR1 600 CFlA GAME ROOM/SEATING 203 125 CFM 800 CFM THEATRE 204 200 CFM 600 CFM 9114E55 301 400 CFM 1,200 019 YOGA 303 400 CFM 600 GEM DINING 308/KITCIEN/FLEX 650 CFM 1.200 CM NOTES` 1, FC-2 TO FC-9 SHALL INCORPORATE 100X OUTDOOR AIR ECONOMIZERS THERMOSTAT (MAC CONTROLS FLEX SEAT MODEL BAC-130163C) SHALL MODULATE OUTDOOR AIR DAMPER AND RETURN AIR DAMPER TO PROVIDE 'ELME COOLING' WHEN OUTDOOR AIR TEMPERATURE IS LONER THAN TIE INDOOR ROOM TEMPERATURE THE RELIEF AIR MOTORIZED DAMPER SHALL OPEN WHEN HEAT PUMP IS IN 'FREE COOLING' MODE 2. REFER TO WWII AEON CAI CULATIQN TABLE FOR MINIMUM OUTDOOR AIR CALCULATION. 3. THE FOLLOWING SYSTEMS SERMNG GROUP R OCCUPANCIES DO NOT HAVE ECONOMIZERS IN ACCORDANCE WIN 2015 WASHINGTON STATE ENERGY CODE SECTION C403.3 EXCEPTION 6, NAMELY SEER RATING TO BE 15% HIGHER THAN MINIMLW. TABLE C403.23(2) FOR HEAT PUMPS: SPOT SYSTEM < 65,000 BIU/HR IS 14.0 SEER. 15N HIGHER IS 16.1 SEER. .I OHP-1/MP-1 IS 21.7 SEER > 16 SEER. 19,200 BRI/HR < 65,000 BRI/HR .2 OHP-2/HP-2 IS 21.7 SEER > 16 SEER. 19,200 BTU/HR < 65,000 61U/HR 4. THE FOLLOWING SYSTEMS SERVING DEDICATED OUTDOOR AIR SYSTEMS (00AS) DO NOT HAVE ECONOMIZERS IN ACCORDANCE WMH 2015 WASHINGTON STATE ENERGY CODE SECTION C403.3 EXCEPTION 7. .1 FC-7/IHP-1 AND OHP-3/1HP-3 ARE SERVED BY HEAT RECOVERY VENTILATOR HRV-7. .2 OHP-4/IHP-4 IS SERVED BY SUPPLY FROM MUA-R-2, AND EXHAUST FROM 6-6-2. 5. THE FOLLOWING SYSTEMS SERVING ELECTRONIC EQUIPMENT ROOMS D0 NOT HAVE ECONOMIZERS IN ACCORDANCE VATH 2015 WASHINGTON STATE ENERGY CODE SECTION C403.3 EXCDFFON 10, NAMELY SEER RATING TO BE 15% HIGHER THAN MINIMUM. TABLE C403.2.3(2) FOR HEAT PUMPS SPLIT SYSTEM < 65,000 EITUAR IS 14.0 SEER. 151: HIGHER IS 76.1 SEER. .1 OHP-5/THP-5 IS 20.5 SEER > 16.1 SEER. 18,200 8111/HR < 65,000 BTU/HR .2 OiP-6/THP-6 IS 20.5 SEER > 16.1 SEER. 18,200 81U/HR < 65,000 BTU/HR VENTILATION CALCULATIONS VENTILATION CALCULATION (AMENITY - COMMON AREAS) ROOM NAME AREA (SQ.FT) #OFPEOPLE PEOPLE OUTDOOR AIR CFM/PERSON CFMtS4 FT COMBINED CFM TOTAL CFM @ 80% 80% EFFECTIVENESS ACTUAL CFM LOBBY 102 (EAST) 1,122 5 5 0.06 92 115 150 BISTRO 103 1,578 46 7.5 0.18 629 786 800 GREAT ROOM 104 1,520 34 7.5 0.18 529 661 700 STAFF ROOM 109 131 4 5 0.06 28 35 50 MANAGER 110 159 3 5 0.06 25 31 100 CONFERENCE ROOM 111 224 8 5 0.06 53 67 100 LOBBY 102 (WEST) 720 5 5 0.06 68 85 100 READING 202/GAME ROOM 203 1,356 16 5 0.06 161 202 250 THEATRE 204 728 15 5 0,06 119 148 200 FITNESS 301 1,303 10 20 0.06 278 348 400 YOGA 303 521 12 20 0.06 271 339 400 DINING 308/KITCHEN 306/FLEX307 1,460 32 7.5 0,18 503 629 650 SALON 315 286 4 7.5 0.06 47 59 100 SALON 315 286 EXHAUST AT 0.5 CFMIS.F. = 143 CFM 150 VENTILATION CALCULATION (APARTMENTS) AREA (SQ.FT) BEDROOMS VENTILATION (CFM) ACTUAL CFM B.1 (L2 Only) 577 1 45 60 C.1 (L2 Only) 872 2 55 60 A.1 S 356 1 30 60 A2 N 393 1 30 60 A2 S 403 1 30 60 A2 W 403 1 30 60 A3 W 565 1 45 60 A4 W 539 1 45 60 A5 W 547 1 45 60 B.2+Balc E 554 1 45 60 B.2+Balc N 554 1 45 60 B.2+Balc S 554 1 45 60 B.3 S 574 1 45 60 8.4 N 511 1 45 60 C.2 NW 867 2 55 60 C.2 SW 867 2 55 60 C.3 SE 910 2 55 60 C.4 NE 976 2 55 60 C.5 E 821 2 55 60 C.6 E 772 2 55 60 SITE PLAN: SCALE: 1"=32'-0" BAKER BLVD J ADDRESS: 415 BAKER BOULEVARD, TUKWILA, WA 98188 LEGAL DESCRIPTION: ANDOVIR INDUSTRIAL PARK j2 P0R NLY & ELY OF U4 RNG. S 01-34-33 W 235 FT FR PT ON N W TR 8 GIST 354.10 FT ELYTR NW CAR SD TR 19 5 88-25-27 E 224.93 FT TO E LN TR 9 AM.. 022310-0060 GENERAL NOTES: 1. COMPLETE WSTAILATON OF THE MECHANICAL SYSTEM SHALL BE PER 2015 WASHINGTON STATE BUILDING CODE, 2015 WASHINGTON STATE MECHANICAL CODE, 2015 WASHINGTON STATE ENERGY CODE, AND REGULATIONS AS ADOPTED BY 111E LOCAL JURISOCTON. 2 CONTRACTOR SHALL COORDINATE DIFFUSER LOCATIONS AND DUCT ROUTING CLEARANCES W11H TOE STRUCTURAL REFLECTED CEILING AND LIGHTING PLANS. 3. CONTRACTOR SHALL COORDINATE PLUMBING VENT STACKS WITH THE EQUPMENT TO MAINTAIN A MINIMUM OF 10 FEET FROM THE OUTSIDE AIR INTAKES. 4. ALL AIR DISTRIBUTION OUTLETS SHALL HAVE VODME CONTROL DEVICES 5. ALL 90 DECREE TRUNK DUCT ELBOWS SHALL 9E SMOOTH -ROUND 0R SQUARE WITH TURNING VANES. 6. ALL DUCT PENETRATIONS THROUGH RATED ENCLOSURES SHALL RE FIRE DAMPENED. 7. ALL GAS EQUIPMENT SHALL BE INSTALLED PER THEIR LISTINGS UPC AND LOCAL CODES. a. ALL ROOF 044019ATONS SHALL BE MINIMUM OF 5 FEET AWAY FROM THE AREA/OCCUPATION SEPARATION WAITS. ALL PIPE DUCT AND CONDUIT PENETRATIONS THROUGH RAZED ASSEMBLES SHALL BE FIRE AND SMOKE STOPPED PER CODE 9. ALL MECHANICAL HEATING AND VENTILATION EQUIPMENT SHALL CONFORM TO SMAONA, LOCAL AND STATE REGULATIONS FOR SEISMIC RESTRAINT (INCWDING PIPING AND DUCTWORK). COORDINATE VIM STRUCTURAL SPECIAL IN&ECTION REQUIRED FOR ALL GAS PIPING PER BUILDING CODE. 10.ALL EQUIPMENT AND ACCESSORIES IN CONCEALED SPACES REQUIRING ACCESS SHALL HAVE ACCESS DOORS. ALL ACCESS DOORS IN FIRE RATED STRUCTURE SHALL BE FIRE RATED. 11. OIL WC0WO2K 92FS SHOW ARE INSIDE CLEAR DIMENSIONS SUPPLY AND RETURN DUCTWORK TO HAVE 1' (OR Y A5 NOTED) SWNDLNING IN LOCAT0N5 NOTED ON THE DRAWINGS. ALL DUCT LINING TO MEET AND/OR EXCEED MOLD, HUMIDITY, EROSION RESISTANT, ETC. TO MEET SRC. 12. ALL EQUIPMENT SHALL BE FREE FROM DEFECTS IN MATERIAL AM WORKMANSHIP. 13. COORDINATE PATH THE STRUCTURAL ENGINEER AND GENERAL CONTRACTOR TO FRONDE STRUCTURAL SUPPORT FOR AL EQUIPMENT. 14. ALL METAWC DUCTWORK SHALL BE CONSTRUCTED AS SPECIFIED IN THE SMACNA DUCT CONSTRUCTION STANDARD -METAL AND FLEXIBLE. 2015 WASHINGTON STATE ENERGY CODE NOTES: 1. HVAC EQUIPMENT SHALL MEET THE MINIMUM ENERGY EFFICIENCY RATINGS PER 2015 WSEC TABLES C403.2.3(1)A., C403.23(2), C403.23(3), C403.23(4). 2 PIPING INSULATION SHALL MEET THE REQUIREMENTS OF TABLE C403.29. 3. OUTDOOR HVAC DUCTWORK SNAIL HAVE A WEATHER PROOF BARRIER AND INSULIIED TO MINIMUM R-8. CO1DOOR AIR DUCTS INSULATED TO R-7. 5. SUPPLY AND RETURN DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO MINIMUM R-6. SUPPLY AND RETURN DUCTS IN CONDITIONED SPACES SHALL BE INSULATED TO MINIMUM R-3.3. 6. DUCTS, SHAFTS AND PLENUMS CONVEYING OUTSIDE AR FROM THE E0EWOR OF THE BUILDING TO THE MECHANICAL SYSTEM SHALL DE SEALED PER 2015 WSEC C403.2.8 AND C4025. 7. AIR SYSTEMS SHALL DE BALANCED PER 2015 %SEC C408221. 8. SYSTEMS COMMISSIONING SHALL BE PERFORMED PER 2015 WSEC C408. 9. FUNCTIONAL PERFORMANCE TESTING SHALL BE PERFORMED PER 2015 WSEC C408.23. 10. 2015 WSEC C103.6: PROJECT CLOSE OUT DOCUMENTATION AND TRAINING OF BUILDING OPERATIONS PERSONNEL 15 REQUIRED FOR ALL MECHANICAL COMPONENTS, EQUIPMENT AND SYSTEMS GOVERNED BY 11LIS CODE CLOSE OUT DOCUMENTATION SHALL INCLUDE RECORD DOCUMENTS, O8AI MANUALS, A.0<009 E WSEC COMPLIANCE FORMS AND CALCULATIONS DRAWING LIST M0.0 COVER PAGE - MECHANICAL M0.1 MECHANICAL EQUIPMENT SCHEDULES M0.2 MECHANICAL EQUIPMENT SCHEDULES M0.3 SMOKE CONTROL MATRICES M1.1 LEVEL 1 - MECHANICAL M1.2 LEVEL 2 - MECHANICAL M1.3 LEVEL 3 - MECHANICAL 1,11.4 LEVEL 4 - MECHANICAL M1.5 LEVEL 5 - MECHANICAL M1.6 LEVEL 6 - MECHANICAL M1.7 LEVEL 7 - MECHANICAL M1.8 ROOF PLAN - MECHANICAL M21 NORTH ELEVATION M2.2 EAST ELEVATION M23 SOUTH ELEVATION M2.4 NEST ELEVATION M25 COURTYARD ELEVATIONS M3.1 MECHANICAL DETAILS APPLICABLE CODES 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 WASHINGTON STATE ENERGY CODE LEGEND JEIL VIII EQUIPMENT IDENTIFIER GRILLE WENT0ER - - THERMOSTAT WIRING 412 M DUCTWORK. SIZE IS INTERNAL SIZE 2a 12.a TAKEOFF SUPPLY DUCT UP SUPPLY DUCT DOWN RETURN DUCT UP RETURN DUCT D0W EXHAUST DUCT UP EXHAUST DUCT DOWN ® ROUND DUCT UP • ROUND DUCT DOWN BALANCE DAMPER FT) FIRE DAMPER FSOL- FIRE/SMOKE DAMPER MOTORIZED DAMPER - CLASS 7 .^ CWNIER-W,GH0EO BACKDRAFT DAMPER ACOUSTICALLY LINED DUCTWORK (SIZE US1F0 IS CLEAR INTERIOR DIMENSIONS) 'J,,94 444 1HERMAELY WNED 260140 K (SIZE U57E0 IS GEAR INTERIOR 5MEN90NS) ',} FIRE RATED DUCT WRAP OT THERMOSTAT e CARBON MONOXIDE 9EN50R h NITROGEN 010415E SENSOR (GARAGE) 2EC WEID CFC`M i. H _tin,viL SEPARATE PERMIiAND AFPROVAL REQUIRE® 06 06 49 TA FROM ABOVE FROM BELOW TO ABOVE TO BELOW DOWN SQUARE FEET C1AIC FEET PER MINUTE ROUND DUCT INDICATOR ACCESS PANEL JAN 1 1 2018 PE2MTJT CENNTE A OCEAN PARK MECHANICAL A 68 PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 REVISIONS DATE DESCRIPTION 12/22/2017 60% CD SET DRAWING TITLE MECHANICAL COVER PAGE DATE DECEMBER 2017 DRAWN BY DL SCALE NOT TO SCALE MO.0 MECHANICAL/ELECTRICAL MOTOR LIST UNIT# UNIT DESCRIPTION MANUFACTURER MODEL WEIGHT CAPACITY SOUND LEVEL SORES (LwA) UNIT LOCATION ELECTRICAL STARTER DISCONNECT NOTES BHP H.P. / W MCA/MAX FUSE VOLTS I PH S I W S I W MAKE-UP AIR UNITS MUA-R-1 CORRDOR MAKE-UP AIR UNIT (NORTH) STERLING PV25A2B01J63P2A85 1,0251b 250,000 BTUH INPUT 200,000 BTUH OUTPUT (80%) 4,000 CFM @ 0.75" SP 5 TON DX COOLING COL (SHIPPED LOOSE FOR FIELD INSTALLATION) 78LwA ROOF 2.75 BHP 3HP 460 3 M E E E E E REFER TO NOTE 2. MUA-R-2 CORRIDOR MAKE-UP AIR UNIT(SOUTH) STERLING PV25A2B01J63P2AB5 11,0251b 250,000 BTUH NPUT 200,000 BTUH OUTPUT (80%) 3,850 CFM @ 0.5" SP 5 TON DX COOLNG COIL (SHIPPED LOOSE FOR FELD INSTALLATION) 75 LwA ROOF 2,31 BHP 3HP 460 3 M E E E E E REFER TO NOTE 2. CONDENSING UN f CU-R-1 CONDENSNG UNIT FOR MUA-R-1 (WEST) CARRIER 24AB8360-62 � 215 Ib 5 TON COOLING CAPACITY EFFICIENCY: 13 SEER 79 dBA ROOF 10.5 MCA / 15 MOCP 460 3 E E E REFER TO NOTE 3. CU-R-2 CONDENSNGUNT( FOR MUA-R-2 (EAST) CARRIER 24AB6360-62 215 Ib 5 TON COOLING CAPACITY 1 EFFICIENCY: 13 SEER 79 dBA ROOF 10.5 MCA / 15 MOCP 460 3 E E E REFER TO NOTE 3, HEAT RECOVERY VENTILATOR HRV-1 LEVEL 1 OFFICE SUPPLY. LEVEL 1 TOILET ROOM EXHAUST. NU -AIR NU500 1 400 CFM @0.6"SP 66%THERMAL EFFICIENCY BIKE 122 ROOM 500 W 120 1 E E E CONTINUOUS OPERATION. 1 FANS SPF-R-1 STAIR A PRESSURIZATIONPENNBARRY BHM306 242 lb 4,000 CFM @0.5"SP STAIRA 151 BHP 2HPVFD 460 3 M , E E E E E REFER TO NOTE 5. SPF-R-2 STAIR B PRESSURIZATION PENNBARRY REX27B 325 lb 4,000 CFM @ 0.5" SP ROOF 0.74 BHP 1 HPVFD 460 3 M E E E E E REFER TO NOTE5. INTAKE HOOD BY MECHANICAL SPF-R-3 STAIR PRESSURIZATION PENNBARRY BHM306 242 ib 4,000CFM@0.5"SP STAIRS 1.51 BHP 2HPVFD 460 3 M E E E E E REFER TO NOTE 5. EPF-R-1 ELEVATOR 1 PRESSURIZATION PENNBARRY REX27B 325 lb 12,500 CFM@ 0.5" SP ROOF 5.67 BHP 7-1/2 HP VFD 460 3 M E E E E E REFER TO NOTE5. INTAKE HOOD BY MECHANICAL, EPF-R-2 ELEVATOR 2 PRESSURIZATION PENNBARRY REX2713 325 Ib 7,000 CFM@ 0.5" SP ROOF 165 BHP 2HPVFD 460 3 M E E E E E REFER TO NOTE5. INTAKE HOOD BYMECHANICAL. SEF-R-1 SMOKE EXHAUST FAN PENNBARRY D16 1941b 4,000 CFM @ 1.0" SP ROOF 1.97 BHP 2 HP VFD 460 ( 3 M E E E E E REFER TO NOTE 6. SEF-R-2 SMOKE EXHAUST FAN (PENNBARRY D16 194 lb 4,000 CFM @1.0"SP ROOF 1.97 BHP 2HPVFD 460 3 M E E E E E REFER TO NOTE6, SEF-R-3 SMOKE EXHAUST FAN PENNBARRY D15 1761b 3,000 CFM @ 1.0" SP ROOF 1.10 BHP 1-1/2 HP VFD 460 3 M E E E E E REFER TO NOTE6. GEF-1-1 TO 1-3 GARAGE EXHAUST FANS - LEVEL 1 PENNBARRY BHM3OB 242 Ib 6,000 CFM @ 0.375" SP 14,4 (77 LwA) GARAGE LEVEL 1 0,99 BHP 1-1/2 HP VFD 460 3 M E E E E E REFER TO NOTE 7. GEF-2-1 TO 2-3 GARAGE EXHAUST FANS-LEVEL2 PENNBARRY BHM42B 363Ib 12,8000FM@0375"SP 1 19.8(83LwA) GARAGE LEVEL 2.29 BHP 3HPVFD 460 3 M E E E E E REFER TO NOTE 7. GTE-1-1 TO1-7 GARAGE TRANSFER FANS -LEVEL 1 CANARM LFIBHVW 26Ib 3.200 CFM GARAGE LEVEL I 1/8 HP (SEE NOTE 12) 120 1 E E E E E E REFER TO NOTE 7. GTF-1-8 GARAGE TRANSFER FAN -LEVEL 1 PENNBARRY PIERA 68Ib 2,500 CFM @ 0.25" SP 14.7(77 LwA) GARAGE LEVEL 1 0.41 BHP 1/2 HP (SEE NOTE 12) 120 1 1 E E E E E E REFER TO NOTE 7. GTF-2-1702-6 GARAGE TRANSFER FANS - LEVEL 2 CANARM LF181-IVW 26 Ib 3,200 CFM GARAGE LEVEL 2 1/8 HP (SEE NOTE 12) 120 1 E E E E E E REFER TO NOTE 7, DDC PANEL DDC PANEL FOR GARAGE VENTILATION SYSTEM SPRINKLER CONT, ROOM 112 20 AMP BREAKER 120 1 E E E SINGLE 20 AMP 120V BREAKER FOR GARAGE VENTILATION DOC PANELS. EF-2-1 TOILET ROOM 205 EXHAUST FAN STERLNG SE120 I10Ib 80CFM @0.4"SP 0.9 SONES @ 0.1" TOILET ROOM205 39W 120 1 E E E FAN WITH BUILT-N MOTION SENSOR, CONTINUOUS ON LOW SPEED. HIGH SPEED UPON MOTION DETECTION, REFER TO NOTE8. EF-2-2 1 JANITORS ROOM 207 EXHAUST FAN STERLNG SE8OT 10 lb 70 CFM @ 0.25" SP 0.3 SONES @ 0,1" JANITOR'S ROOM 207 25 W 120 1 E E E CONTINUOUS OPERATION. WIRED BY ELECTRICAL CONTRACTOR. REFER TO NOTE 8. EF-2-3 TRASH ROOM EXHAUST FAN STERLING SE8OT 101b 70 CFM • 0.25"SP 0.3 SONES@0.1" TRASH ROOM 25W 120 1 E E E CONTINUOUS OPERATION. WIRED BY ELECTRICAL CONTRACTOR. REFER TO NOTE8. EF-3-1 TOLET ROOM 316 EXHAUST FAN STERLING SE80T 10 lb 70 CFM @ 0.25" SP 0.3 SONES @ 0.1" TOILET ROOM 316 25 W 120 1 E E E FAN WITH BUILT-IN MOTION SENSOR. CONTINUOUS ON LOW SPEED. HIGH SPEED UPON MOTION DETECTION. REFER TO NOTE 9. EF-R-1 TRASH CHUTE EXHAUST FAN DX116 55Ib 1,000 CFM C 0,5" SP 6.9 65 LwA ROOF 0.24 BHP 1/4 HP NOTE 12 1 120 1 E E E CONTINUOUS OPERATION, WIRED BY ELECTRICAL CONTRACTOR. REFER TO NOTE 8. EF-R-2 TRASH ROOM (LEVELS 3 TO 7) & SALON 315 EXHAUST FAN PENNBARRY DX088 351b 650 CFM . 0.5" SP 7.9 (67 LwA) ROOF 0.23 BHP 1/4 HP (NOTE 12 120 1 E E E CONTINUOUS OPERATION. WIRED BY ELECTRICAL CONTRACTOR, REER TO NOTES 8 AND 10, EF-R-3 DINING 308 / CHEF'S KITCHEN LOUNGE 306 EXHAUST FAN OXOBB 35 Ib 650 CFM @ 0.5" SP 7.9 (67 LwAL ROOF 0,23 BHP 1/4 HP NOTE 12 120 1 E E E WIRED TO THERMOSTAT, FAN OPERATES DURING OCCUPIED PERIODS. CNV MOTORIZED DAMPER. EF-R4 MEN'S 304 / WOMENS 305 EXHAUST FAN DXOBB 351b 500 CFM • 0.5" SP 6,3 64 LwA ROOF 0.17 BHP 1/4 HP N0TE 12 120 1 E E E CONTINUOUS OPERATION. WIRED BYELECTRIOAL CONTRACTOR, REFER TO NOTE 8. EF-1 APARTMENT BATHROOM EXHAUST FAN PANASONC FV-0510VS1 60 CFM 0.25"SIP FIVI SORES C0.1"SP= 0.8 APARTMENT BATHROOMS 11.5 W 7.2 CF 120 1 E E E CONTINUOUS OPERATION FOR APARTMENTVENTILATDN. REFER TO NOTE9. EF-2 TF-1 APARTMENT SECOND BATHROOM EXHAUST FAN PANASONIO FV-051OVS INTEMDR BEDROOM TRANSFER FAN PENNBARRY TF8 130CFM 0.2"SP HVISONES •• LYiNS21!. HOW 1 120 1 E E E WIRED TO OWOFF SWITCH, REFER TO NOTE 9, WITH BUILT-IN VARIABLE SPEED CONTROLLER. DOMESTIC HOT WATER BOILERS B-1&2 LOCHINVAR DOMESTIC HOT WATER BOILERS ARMOR AWN700PM 4611b 700,000 BTUH NP UT 1 815 GPH @ 100 "F TEMP RISE i 96%EFFICIENT ROOF BOILER ROOM 16 MCA 120 1 E E E T& P RELIEF VALVE. DRAIN VALVE. AQUASTAT IN STORAGE TANK ST-1 WIRING BETWEEN MASTER BOILER B-1 AND MEMBER BOILER B-2. REFER TO NOTE 11. NOTES: 1. SEE DRAWINGS FOR LOCATIONS OF MOTORIZED DAMPERS AND FIRE SMOKE DAMPERS 2. HORIZONTAL DISCHARGE. STAINLESS STEEL HEAT EXCHANGER, 4 TO 1 ELECTRONIC DISCHARGE AIR CONTROL. MODULATING COMBUSTION CONTROL WITH MOTORZED NLET DAMPER. AUTOMATICALLY CLOSED WHEN SYSTEM IS NOT N USE. OUTDOOR UNIT WITH INLET HOOD. SMOKE DETECTOR ON DISCHARGE OF UNIT TO SHUT DOWN UNIT WHEN SMOKE IS DETECTED. SMOKE DETECTOR SUPPLED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 3. REFRIGERANT PIPNG TO MUA UNIT BY MECH. CONTRACTOR. WIRED TO THERMOSTAT ON LEVEL 4 BY MECH. CONTRACTOR. LOCK OUT HEATING WHEN N COOLING MODE, 2015 WSEC TABLE C403.2.3(1)A - MINIMUM EFFICIENCY FOR SPLIT SYSTEM, AN CONDITIONERS, AIR COOLED <65,000 BTU/HOUR IS 13.0 SEER. 4. REFRIGERANT PIPING TO MUA UNIT BY MECH. CONTRACTOR, 5. WIRED TO FIRE ALARM PANEL BY ELECTRICAL CONTRACTOR. WIRED TO MOTORIZED DAMPER (FAIL OPEN), PRESSURVATION SHALL BE ACTUATED BYA FIRE ALARM ORIGINATING ANYWHERE IN THE BUILDING. TWO SMOKE DETECTORS SHALL BE LOCATED N THE DUCT N ACCORDANCE WITH NFPA 76 ARRANGED TOAUTONMATK)ALLY SHUT DOWN THE FAN SYSTEM ONLY WHEN BOTH SMOKE DETECTORS ACTUATED. THE DETECTORS SHALL BE CONNECTED TO THE FIRE ALARM AS A SUPERVISORY SIGNAL, A LEGALLY REQUIRED STANDBY POWER SYSTEM SHALL BE PROVIDED FOR THE PRESSURZATION FAN. MOTORZED DAMPER SHALL OPEN TEND SWITCH ON MOTORIZED DAMPER WIRED TO FIRE COMMAND CENTER TO DISPLAY STATUS). FAN VFD INTERNAL CURRENT SENSORS (FAN ON & FAN OFF) CONNECTED TO FIRE ALARM SYSTEM FOR INDICATION ON FIREFIGHTER SMOKE CONTROL PANEL (FSCP). ALL WIRING AND INTERLOCK BY DIVISION 16. PROVIDE 1.5 TIMES # OF BELTS REQUIRED FOR DESIGN DUTYWITH MNIMUM OF 2, 6. THE SMOKE EXHAUST FAN OPERATES PER SEQUENCE SPECIFIED N SMOKE CONTROL MATRIX- MECHANICAL EQUIPMENT & SMOKE CONTROL MATRIX- SMOKE EXHAUST, PROVIDE 1.5 TIMES IS OF BELTS REQUIRED FOR DESIGN DUN WITH MINIMUM OF 2. 7. REFER TO GARAGE VENTILATION MATRIX FOR CONTROL SEQUENCE. ALL WIRING TO COAND NO2 SENSORS AND FAN INTERLOCKS BY CONTROLS CONTRACTOR FINAL SETUP OF VFD'S BY CONTROLS CONTRACTOR, CNM MOTOR SIDE GUARD. SUSPENDED FROM CEILING WITH SEDIMIC SPRING ISOLATORS. DUCTNG TO BE ATTACHED WITH NEOPRENE OR CANVAS FLEXIBLE CONNECTOR. 8.2015 WASHINGTON STATE ENERGY CODE C403.2,4.3. MOTORIZED DAMPER IS NOT REQUIRED FOR SYSTEMS SERVING AREAS WHICH REQUIRE CONTINUOUS OPERATION, 9.2015 WASHINGTON STATE ENERGY CODE C403.2.4.3. GRAVITY (NON MOTORIZED) DAMPER IN GROUP R OCCUPANCY WHERE AIRFLOW IS LESS THAN 400 CFM. 10. 2015 WASHNGTON STATE BUILDING CODE 717.5,3. EXCEPTION 2. 2,3. EXHAUST FAN EF-R-2 TO BE PROVIDED WITH A LEGALLY REQUIRED STANDBYPOWER SYSTEM IN ACCORDANCE WITH SECTION 909,11 TO MAINTAIN A CONTINUOUS UPWARD AIRFLOW TO THE OUTSIDE, 11. ELECTRICAL CONTRACTOR TO PROVIDE ON/OFF SWITCH AT DOOR OUTSIDE MECHANCAL ROOM TO SHUT OFF BOILERS IN BOILER ROOM. 12. MOTOR SHALL HAVE MINMUM EFFICIENCY OF 70% PER 2015 WSEC C405.8 END OF SCHEDULE GARAGE VENTILATION MATRIX EXHAUST FANS TRANSFER FANS FAN# GEF-1-1 TO3(VFD) GEF-2-1 TO3WED) GTF-1-1 GTF-1-2 GTF-1-3 GTF-1-4 GTF-1-6 GTF-1-6 GTF-1-7 GTF-1.8 GTF-2-1 GTF-2-2 GTF-2-3 GTF-24 GTF-2-5 GTF-2.6 LEVEL 1 2 1 1 1 1 1 1 1 1 2 2 2 2 2 2 NUOUS ON LOW SPEED YES YES NO NO NO NO NO NO NO YES NO NO NO NO NO NO CO/NO2 TAG# 1-1 X X X X X 1-2 X X X X 1-3 X X X 1-4 X X X 1-5 X X X X 1-6 X X X 2-1 X X X X 2-2 X X X X 2-3 X X 2-4 X X 2-5 X 2-6 X X CONTROL SEQUENCE: CONTROLS CONTRACTOR SHALL PROVIDE CONDUIT FROM CO AND NO2 SENSORS AND FANS TO DDC PANEL IN MAINTENANCE 107. SYSTEM ENABLED 24/7. EXHAUST FANS AND TRANSFER FAN OPERATE AT MINIMUM SPEED TO MEET CODE MNIMUM OF 0.05 CFM / SQUARE FOOT. CO TRANSMITTERS (5'-0" AFF) MONITOR ZONE CO LEVELS, WHEN CO LEVEL IS BETWEEN 15 PPM AND 35 PPM, FAN VFDs RAMP LINEARLY FROM MINIMUM (15 HZ-ADJUSTABLE) TO MAXIMUM SPEED (60 HZ-ADJUSTABLE). NO2 TRANSMITTERS (1'-6" AFF) MONITOR ZONE NO2 LEVELS, WHEN NO2 LEVEL IS BETWEEN 1 PPM AND 3 PPM, FAN VFDs RAMP LINEARLY FROM MINIMUM (15 HZ-ADJUSTABLE) TO MAXIMUM SPEED (60 HZ-ADJUSTABLE). END OF MATRIX GRILLE, DIFFUSER & LOUVER SCHEDULE: L-I 4" DEEP DRAWABLE BLADE LOUVER S-1 DOUBLE DEFLECTION SUPPLY AR GRILLE VIM BACKORAFT DAMPER, FRONT BLADE IS HORIZONTAL 1/2" BLADE SPACING. 5-2 SQUARE PLAQUE SUPPLY AIR DIFFUSER 24'x2C, NECK SE ON DRAWINGS. R-1 SINGLE DEFLECDOT RETURN AIR GRILLE E-1 SINGLE OEREC11ON EXHAUST AIR GRILLE DC-1 0061 MLLE NOTE CONFIRM COLOR NM ARCHITECT. RECEIVED CITY OFTUKWIL V JAN 1 1 2018 PERMIT CEN1 ER SEPARATE PERMIT AND APPROVAL REQUIRED PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 REVISIONS DATE DESCRIPTION 12/22/2017 60% CD SET DRAWING TITLE MECHANICAL EQUIPMENT SCHEDULES DATE DECEMBER 2017 DRAWN BY DL SCALE NOT TO SCALE MO.1 TAG VTHP-1 MAKE GE MODEL AZ91H09D2C VERTICAL TERMINAL HEAT PUMPS (VTHP) SCHEDULE CFM 420 COOLING HEATING (HEAT PUMP) ELECTRIC HEATER ELECTRICAL CAPACITY (BTU/H) 9,400 EER (AHRI) 10.4 CAPACITY (BTU/H) 8,400 COP (AHRI) 3.0 CAPACITY (W) 2,050 MCA AMPS 15 MAX FUSE 15 VOLTS 208 PHASE WEIGHT (LB) 114 NOTES SEE NOTES 1, 2 AND 5. VTHP-2 GE AZ91H1203C 420 12,000 10.0 10,900 3.0 2,780 20 20 208 125 SEE NOTES 1, 3 AND 5. VTHP-3 GE A091H18030 450 18.000 10.0 16,400 3.0 2,780 20 20 208 168 SEE NOTES 1, 4 AND 5. NOTES: 1. ARCHITECTURAL LOUVER. PLENUM BETWEEN LOUVER AND UNIT. ACCESS PANEL WITH RENRN AR GRILLE. PROGRAMMABLE WALL THERMOSAT. 2. LOCATED IN UNITA.1, A.2, A.3, A.4, A.5. 3. LOCATED IN UNIT B.2, B.3, B.4, C.5, C.6. 4. LOCATED IN UNIT C.2, C.3, C.4. 5, 2015 WSEC TABLE C403.2.3(3) - MINIMUM EFFICIENCY FOR SINGLE PACKAGE VERTICAL HEAT PUMPS (SPVHP) <65,000 BTUMOUR IS 10.0 EER COOLING & 3.0 COP HEATING. END OF SCHEDULE COOLING UNITS MOTOR LIST UNIT # UNIT DESCRIPTION MANUFACTURER MODEL WEIGHT CAPACITY SOUND LEVEL (LwA) UNIT LOCATION ELECTRICAL DISCONNECT NOTES H.P. / W MCA/MAX FUSE VOLTS PH S 1 W FAN COIL UNITS FC-1 MANAGER 110/CONFERENCE 111/LOBBY CARRIER FB4CNP024 112 Ib 2 TONS COOLING CAPACITY 800 CFM @ 0.5" SP 1/3 HP FAN MOTOR 6 kW ELECTRIC HEAT 44.7 MCA 45 MOCP 208 1 E E E REFER TO NOTE 1 & 8. FC-2 GREAT ROOM 104 CARRIER FB4CNP048 157 Ib 4 TONS COOLING CAPACITY 1,600 CFM @ 0.5" SP 3/4 HP FAN MOTOR 13.5 kW ELECTRIC HEAT 55.5 MCA 60 MOCP 208 3 E E E REFER TO NOTE 1 & 8. FC-3 BISTRO 103 / LOBBY 102 CARRIER FX4ONB061 L 201 Ib 5 TONS COOLING CAPACITY 2,000 CFM @ 0.5" SP 3/4 HP FAN MOTOR 13.5 kW ELECTRIC HEAT 55.5 MCA 60 MOCP 208 3 E E E REFER TO NOTE 1 & 8. THERMOSTAT WITH CO2 FOR DEMAND CONTROLLED VENTILATION. FC-4 READING ROOM / LOUNGE 202 CARRIER FB4CNP024 112 lb 2 TONS COOLING CAPACITY 800 CFM @ 0.5" SP 1/3 HP FAN MOTOR 6 kW ELECTRIC HEAT 44.7 MCA 45 MOCP 208 1 E E E REFER TO NOTE 1 & 8. FC-5 GAME ROOM / SEATING 203 CARRIER FB4CNP024 112 Ib 2 TONS COOLING CAPACITY 800 CFM @ 0.5' SP 1/3 HP FAN MOTOR 6 kW ELECTRIC HEAT 44.7 MCA 45 MOCP 208 1 E E E REFER TO NOTE 1 & 8. FC-6 THEATRE 204 CARRIER F84CNP018 112 Ib 1.5 TONS COOLING CAPACITY 600 CFM @ 0.5" SP 1/3 HP FAN MOTOR 6 kW ELECTRIC HEAT 44.7 MCA 45 MOCP 208 1 E E E REFER TO NOTE 1 & 8. FC-7 FITNESS 301 CARRIER FB4CNP036 122 Ib 3 TONS COOLING CAPACITY 1,200 CFM @ 0.5" SP 1/2 HP FAN MOTOR 11.3 kW ELECTRIC HEAT 47.7 MCA 50 MOCP 208 3 E E E REFER TO NOTE 1 & 8. FC-8 YOGA 303 CARRIER FB4CNP018 112 Ib 1.5 TONS COOLING CAPACITY 600 CFM @ 0.5" SP 1/3 HP FAN MOTOR 6 kW ELECTRIC HEAT 44.7 MCA 45 MOCP 208 1 E E E REFER TO NOTE 1 & 8. FC-9 DINING 308MITCHEN 306/FLEX 307 CARRIER FB4CNP036 122 Ib 3 TONS COOLING CAPACITY 1,200 CFM @ 0.5" SP 1/2 HP FAN MOTOR 11.3 kW ELECTRIC HEAT 47.7 MCA 50 MOCP 208 3 E E E REFER TO NOTE 1 & 8. HEAT PUMPS HP-1 MANAGER 110/CONFERENCE 111/LOBBY CARRIER 25HHA424 161 Ib CLG (23.4 MBH; 14 SEER) HTG (22.2 MBH @ 47°F) HTG (13.7 MBH @ 17°F) HTG EFFICIENCY 8.2 HSPF 69 dBA GARAGE 16.5 MCA 25 MOCP 208 1 E E E REFER TO NOTE 2 & 7. HP-2 GREAT ROOM 104 CARRIER 25HHA448 2461b CLG (45.5 MBH; 14 SEER) HTG (46.0 MBH @ 47°F) HTG (29.0 MBH @ 17°F) HTG EFFICIENCY8.2 HSPF 73 dBA GARAGE 18.6 MCA 30 MOCP 208 3 E E E REFER TO NOTE 2 & 7. HP-3 BISTRO 103 / LOBBY 102 CARRIER 25HHA460 2581b CLG (55.0 MBH; 14 SEER) HTG (55.0 MBH @ 47°F) HTG (33.6 MBH @ 17°F) HTG EFFICIENCY8.2 HSPF 74 dBA GARAGE 22.9 MCA 40 MOCP 208 3 E E E REFER TO NOTE 2 & 7. HP-4 READING ROOM / LOUNGE 202 CARRIER 25HHA424 161 lb CLG (23.4 MBH; 14 SEER) HTG (22.2 MBH @ 47°F) HTG (13.7 MBH @ 17"F) HTG EFFICIENCY8.2 HSPF 69 dBA GARAGE 16.5 MCA 25 MOCP 208 1 E E E REFER TO NOTE 2 & 7. HP-5 GAME ROOM / SEATING 203 CARRIER 25HHA424 161 lb CLG (23.4 MBH; 14 SEER) HTG (22.2 MBH @ 47"F) HTG (13.7 MBH @ 17°F) HTG EFFICIENCY 8,2 HSPF 69 dBA GARAGE 16.5 MCA 25 MOCP 208 1 E E E REFER TO NOTE 2 & 7. HP-6 THEATRE 204 CARRIER 25HHA418 1501b CLG (17.2 MBH; 14 SEER) HTG (16.8 MBH @ 47°F) HTG (10.3 MOH @ 17"F) HTG EFFICIENCY8.2 HSPF 70 dBA GARAGE 11.8 MCA 20 MOCP 208 i E E E REFER TO NOTE 2 & 7. HP-7 FITNESS 301 CARRIER 25HHA436 1971b CLG (32.8 MBH; 14 SEER) HTG (33.0 MBH @ 47°F) HTG (20.0 MBH @ 17°F) HTG EFFICIENCY 8.2HSPF 71 dBA GARAGE 12.8 MCA 20MOCP 208 3 E E E REFER TO NOTE2&7. HP-8 YOGA 303 CARRIER 25HHA418 1501b CLG (17.2 MBH; 14 SEER) HTG (16.8 MBH @ 47°F) HTG (10.3 MBH @ 17°F) HTG EFFICIENCY8.2 HSPF 70 dBA GARAGE 11.8 MCA 20 MOCP 208 1 E E E REFER TO NOTE 2 & 7. HP-9 DINING 308/KITCHEN 306/FLEX 307 CARRIER 25HHA436 1971b CLG (32.8 MBH; 14 SEER) HTG (33.0 MBH @ 47°F) HTG (20.0 MBH @ 17°F) HTG EFFICIENCY8.2 HSPF 71 dBA GARAGE 12.8 MCA 20 MOCP 208 3 E E E REFER TO NOTE 2 & 7. DUCTLESS SPLIT SYSTEM HEAT PUMPS IHP-1-1, 1-2 SPLIT SYSTEM AC UNIT- INDOOR UNIT- UNIT B.1222 LG LMN097HVT 23Ibs UNIT B.1 222 208 1 REFER TO NOTE 3&8. OHP-1 SPLIT SYSTEM AC UNIT - OUTDOOR UNIT -UNIT B.1 222 LG LMU247HV 130 Ibs 2 TON COOLING CAPACITY REFRIGERANT - R-410A 21.7 SEER 9.4 HSPF COOLING 19.2 MBH HEATING 26.4 MBH GARAGE LEVEL 2 12.6 MCA 21.8 MOCP 208 1 E E E REFER TO NOTE 4 & 7. IHP-2-1,2-2,2-3 SPLIT SYSTEM AC UNIT- INDOOR UNIT- UNIT C.1 220 LG LMN097HVT 23Ibs UNIT C.1 220 208 1 REFER TO NOTE 3&8. OHP-2 SPLIT -SYSTEM AC UNIT -OUTDOOR UNIT- UNITC.1 220 LG LMU247HV 130 Ibs 2 TON COOLING CAPACITY REFRIGERANT- R-410A 21.7 SEER 9.4 HSPF COOLING 19.2 MBH HEATING 26.4 MBH GARAGE LEVEL 2 12.6 MCA 21.8 MOCP 208 1 E E E REFER TO NOTE 4 & 7. IHP-3 SPLIT SYSTEM AC UNIT - STAFF ROOM 109 (INDOOR UNIT) LG LSNO9OHSV4 20 Ibs STAFF ROOM 109 208 1 REFER TO NOTE 3 & 8. OHP-3 SPLIT SYSTEM AC UNIT - STAFF ROOM 109 (OUTDOOR UNIT) LG LSUO9OHSV4 751bs 3/4 TON COOLING, REFRIGERANT- R-410A 21.5 SEER, 10.8 HSPF, COOLING 9 MBH, HEATING 10.8 MBH GARAGE LEVEL 1 10.0 MCA / 15 MOCP 208 1 E E E REFER TO NOTE 5 & 7. IHP4 SPLIT -SYSTEM AC UNIT- SALON 315 (INDOOR UNIT) LG LSNO9OHSV4 201bs SALON315 208 1 REFER TO NOTE3&8. OHP-4 SPLIT SYSTEM AC UNIT -SALON 315 (OUTDOOR UNIT) LG LSUO9OHSV4 751bs 3/4 TON COOLING, REFRIGERANT - R-410A 21.5 SEER, 10.8 HSPF, COOLING 9 MBH. HEATING 10.8 MBH GARAGE LEVEL 3 10.0 MCA / 15 MOCP 208 1 E E E REFER TO NOTE 5 & 7. IHP-5 SPLIT SYSTEM AC UNIT - ELEVATOR MACHINE ROOM (INDOOR UNIT) LG LSN180HSV4 31 Ibs ELEVATOR MACHINE ROOM 208 1 REFER TO NOTE 3 & 8. OHP-5 SPLIT SYSTEM AC UNIT- ELEVATOR MACHINE ROOM (OUTDOOR UNIT) LG LSU180HSV4 121 Ibs 1.5 TON COOLING CAPACITY REFRIGERANT - R-410A 20.5 SEER 9.7 HSPF COOLING 18.2 MBH HEATING 22.0 MBH ROOF 19 MCA 25 MOCP 208 1 E E E REFER TO NOTE 6 & 7. 41-1P-6 SPLIT SYSTEM AC UNIT- ELEVATOR MACHINE ROOM (INDOOR UNIT) LG LSN180HSV4 31 Ibs ELEVATOR MACHINE ROOM 208 1 REFER TO NOTE 3 & 8. OHP-6 SPLIT SYSTEM AC UNIT- ELEVATOR MACHINE ROOM (OUTDOOR UNIT) LG LSU180HSV4 121 Ibs 1.5 TON COOLING CAPACITY REFRIGERANT -R410A 20.5 SEER 9.7 HSPF COOLING 18.2 MBH HEATING 22.0 MBH ROOF 19 MCA 25 MOCP 208 1 E E E REFER TO NOTE 6 & 7. NOTES: 1, 100% ECONOMIZER. LINE VOLTAGE WRING BY ELECTRICAL CONTRACTOR. WIRING TO THERMOSTAT AND REFRIGERANT PIPING BY MECHANICAL CONTRACTOR. COMPRESSION HEATING IS FIRST STAGE OF HEAT AND CONTROLS SHALL BE PROVIDED TO PREVENT AUXILIARY HEAT OPERATION ABOVE 40°F. EQUIPPED WITH AN AUXILIARYAND SECONDARY DRAIN SYSTEM THAT IS REQUIRED PER 2015 IMC SECTION 307.2.3. 2. R-410A REFRIGERANT, WIRED BY ELECTRICAL CONTRACTOR. REFRIGERANT PIPING BETWEEN OUTDOOR UNIT AND INDOOR UNIT BYMECHAMCAL CONTRACTOR. 3. WIRING FROM OUTDOOR UNIT TO INDOOR UNIT BY ELECTRICAL CONTRACTOR. 4. R-410A REFRIGERANT, WIRED BY ELECTRICAL CONTRACTOR. REFRIGERANT PIPING BETWEEN OUTDOOR UNIT AND INDOOR UNIT BY MECHANICAL CONTRACTOR. ECONOMIZERS NOT REQUIRED PER 2015 WSEC C403.3. ECONOMIZERS EXCEPTION 6. 5. R-410A REFRIGERANT. WIRED BY ELECTRICAL CONTRACTOR. REFRIGERANT PIPING BETWEEN OUTDOOR URN -AND INDOOR UNIT BY MECHANICAL CONTRACTOR. ECONOMIZERS NOT REQUIRED PER 2015 WSEC C403.3. ECONOMIZERS EXCEPTION 1. 6, R-410A REFRIGERANT. WIRED BY ELECTRICAL CONTRACTOR. REFRIGERANT PIPING BETWEEN OUTDOOR UNIT AND INDOOR UNIT BY MECHANICAL CONTRACTOR. ECONOMIZERS NOT REQUIRED PER 2015 WSEC C403,3. ECONOMIZERS EXCEPTION 10. 7. 2015 WSEC TABLE C403.2.3(2) - MINIMUM EFFICENCY FOR SPLIT SYSTEM, HEAT PUMPS, AIR COOLED <6E000 BTU/HOUR IS 14.0 SEER. 8. THERMOSTAT SHALL HAVE MINIMUM 5 °F DEADBAND BETWEEN COOLING AND HEATING SETPOINTS. END OF SCHEDULE RECEIVED 0(7/0 37 TUKIViLA JAN 1 1 2016 PERMIT CENTER SEPARATE PERMITAND APPROVAL REQUIRED OCEAN PARK MECHANICAL A255,149 4M55,MFAMNAVE ,E, SEPiRE,wA99101 FAc9MIE 106879-1554 PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 REVISIONS DATE DESCRIPTION 12/22/2017 60% CD SET DRAWING TITLE MECHANICAL EQUIPMENT SCHEDULES DATE DECEMBER 2017 DRAWN BY DL SCALE NOT TO SCALE MO.2 SMOKE CONTROL MATRIX - MECHANICAL EQUIPMENT EQUIPMENT UNIT DESCRIPTION LOCATION EMERGENCY POWER REQUIRED (Y/N) NORMAL OPERATION ALARM MODE (SEE NOTE 1) MONITORED FROM FIREFIGHTER SMOKE CONTROL PANEL (FSCP) (SEE NOTE 2) MANUAL CONTROL FROM FIREFIGHTER SMOKE CONTROL PANEL (FSCP) MAKE-UP AIR UNITS MUA-R-1 NORTH MAKE-UP AIR UNIT ROOF N SEE NOTE 3 SEE NOTE 3 YES NO MUA-R-2 SOUTH MAKEUP AIR UNR ROOF N SEE NOTE 3 SEE NOTE 3 YES NO FANS GEF-1-1 T03 GARAGE EXHAUST FANS - LEVEL 1 GARAGE LEVEL 1 N CO/PROPANE SENSOR SEE NOTE 5 NO YES GEF-2-1 T03 GARAGE EXHAUST FANS - LEVEL 2 GARAGE LEVEL 2 N CO/PROPANE SENSOR SEE NOTE 5 NO YES EPF-R-1 ELEVATOR 1 PRESSURIZATION ,ROOF Y OFF ON YES YES EPF-R-2 ELEVATOR 2PRESSURP.ATK)N ROOF Y OFF ON YES YES I SPF-R-1 STAIR PRESSURIZATION (ROOF Y OFF ON YES YES SPF-R-2 STAIRB PRESSURIZATION I ROOF Y OFF ON YES YES SPF-R-3 STAIR C PRESSURIZATION ROOF V OFF ON YES YES SEF-R-1 SMOKE EXHAUST FAN ROOF Y OFF SEENOTE4 YES YES SEF-R-2 SMOKE EXHAUST FAN ROOF Y OFF SEE NOTE YES YES SEF-R-3 SMOKE EXHAUST FAN I ROOF Y OFF SEE NOTE YES YES NOTES 1 ALARM MODE INITIATED BYSPRINKLER FLOW, MANUAL PULL STATION OR SMOKE DETECTOR. MANUAL PULL STATION DOES NOTACTNATE SMOKE EXHAUST. 2 FAN STATUS BY CURRENT SENSING RELAY INSTALLED BY ELECTRICAL CONTRACTOR. 3 NORMAL MODE CONTROLLED BYHVAC CONTROLS. DURING ALARM CONTROLLED BY FIRE ALARM PANEL (FACP) TO AUTOMATICALLY S HUT DOWN. 4 TURNS ON WHEN CALL FROM SMOKE DETECTOR IN CORRIDOR OF ACTIVE SMOKE CONTROL ZONE, OR BY FIRE DEPARTMENT AT FIREFIGHTER SMOKE CONTROL PANEL (FSCP). 5 PROVIDE SINGLE SWITCH AT FIREFIGHTER SMOKE CONTROL PANEL (FSCP) TO ACTIVATE ALL GARAGE FANS. END OF MATRIX SMOKE CONTROL MATRIX - MOTORIZED DAMPERS DAMPER UNIT DESCRIPTION EQUIPMENT LOCATION NORMAL OPERATION ALARM MODE MONITORED FROM FIREFIGHTER SMOKE CONTROL PANEL (FSCP) MANUAL CONTROL FROM FIREFIGHTER SMOKE CONTROL PANEL (FSCP) DAMPER MODEL FIRE RATING TEMPERATURE RATING LEAKAGE CLASS FAIL NOTES MD-1 NORTH MAKE-UP AIR UNIT MUA-R-1 ROOF OPEN CLOSED FOR CLOSED POSITION NO GREENHECK SMD-201 N/A WA UL 555S CLASS I CLOSED MD-2 SOUTH MAKE-UP AIR UNIT MUA-R-2 ROOF OPEN CLOSED FOR CLOSED POSITION NO GREENHECK SMD-201 N/A WA UL 5555 CLASS 1 CLOSED MD-3 ELEVATOR 1 PRESSURIZATION EPF-R-t ROOF CLOSED OPEN YES YES GREENHECK SMD-201 WA WA UL 5555 CLASS 1 OPEN OPEN WHEN FAN EPF-ft-1 OPERATES. MD-4 ELEVATOR PRESSURIZATION EPF-R-2 ROOF CLOSED OPEN YES YES GREENHECK SMD-201 N/A N/A UL 555S CLASS I OPEN OPEN WHEN FAN EPF-R-2 OPERATES, MD-5 ELEVATOR 1 RELIEF EPF-R-1 ROOF CLOSED OPEN YES YES GREENHECK SMD-201 WA WA UL 555S CLASS 1 OPEN OPEN WHEN FAN EPF-R-1 OPERATES AND ELEVATOR IS INA NON- RECALL CONDITION. MO-6 STAIR A PRESSURIZATION SPF-R-1 ROOF CLOSED OPEN YES YES GREENHECK SMD-201 N/A WA UL 555S CLASS 1 OPEN WHEN OPEN, INITIATES OPERATION OF THE FAN SPF-R-1, SEE NOTE 18 MD-7 STAIR B PRESSURIZATION SPF-R-2 ROOF CLOSED OPEN YES YES GREENHECK SMD-201 N/A N/A UL 5555 CLASS I OPEN WHEN OPEN INMATES OPERATION OF THE FAN SPF-R-2. SEE NOTE 18 MD-S STAIR C PRESSURIZATION SMOKE EXHAUST FAN SPF-R-3 SEE-R-1 ROOF CLOSED CLOSED OPEN YES YES GREENHECKSMD-201 NIA N/A UL 555S CLASS I OPEN OPEN WHEN OPEN, INITIATES OPERATION OF THE FANSPF-R-3. SEE NOTE 18 WHEN OPEN, INITIATES OPERATION OF FAN SEF-R-1. MD-9 ROOF REFER TO SMOKE CONTROL MATRIX- SMOKE EXHAUST LOLL YES YES GREENHECK SMD-201 WA N/A UL 5555 CLASS 1 MD-10 SMOKE EXHAUST FAN SEF-R-2 ROOF CLOSED REFER TO SMOKE CONTROL MATRIX -SMOKE EXHAUST YES YES GREENHECK SMD-201 WA N/A UL 555S CLASS 1 OPEN WHEN OPEN, INITIATES OPERATION OF FAN SEF-R-2. MD-11 SMOKE EXHAUST FAN SEF-R-3 ROOF CLOSED REFER TO SMOKE CONTROL MATRIX- SMOKE EXHAUST YES YES GREENHECK SMD-201 WA N/A UL 555S CLASS 1 OPEN WHEN OPEN, INITIATES OPERATION OF FAN SEER-3. NOTES 1 MOTORIZED DAMPER FOR STA 2 MANUAL CONTROL FOR FAN SHOULD 3 REFER TO SMOKE CONTROL MATRIX- 4 ALL OTHER OPENINGS IN FIRE RATED END OF MATRIX RWELL PRESSURIZATION CONTROLLED FROM FIRE ALARM CONTROL SYSTEM. DAMPER SHALL FAIL OPEN.. FROM AUTOMATIC ACTUATION IF DAMPER IS NOT CONFIRMED M OPEN POSITION. DAMPERS FOR FIRE/SMOKE DAMPERS WITHIN CORRIDORS. TO BE PROTECTED BY: GREENHECK FSD-211 COMBINATION FIRE/SMOKE DAMPER, TEMP RATING: 165'F; UL 555 REFER TO ARCH DWGS FOR WALL RATING; LEAKAGE CLASS: UL555S CLASS 1; FAIL CLOSED. OVERRIDE BEING DISABLED SMOKE EXHAUST !SMOKE RATED WALLS SMOKE CONTROL MATRIX - SMOKE EXHAUST DAMPERS SMOKE CONTROL DAMPER# SMOKE CONTROL ZONE 7th FLR RESIDENTIAL EQUIPMENT DESCRIPTION EMERGENCY POWER REQUIRED(Y/N) NORMAL OPERATION DEFAULT ALARM MODE CLOSED FLOOR IN ALARM (MODIFICATION TO DEFAULT ALARM MODE) 1 2 3 4 5 6 7 _-_____-_._____. SCD-7-1 SUPPLY FIRE/SMOKE DAMPER V OPEN SCD-7-2 SMOKE EXHAUST FRE/SMOKE DAMPER Y CLOSED CLOSED NOTE 1 SCD-7-3 SUPPLYFIRE/SMOKE DAMPER Y OPEN CLOSED SCD-7-4 SMOKE EXHAUST FIRE/SMOKE DAMPER V CLOSED CLOSED NOTE 1 SCD-7-5 SMOKE EXHAUST FIRE/SMOKE DAMPER Y CLOSED CLOSED NOTE 1 SCD-6-1 6Ih FLR RESIDENTWL SUPPLYFIRE/SMOKE DAMPER Y OPEN CLOSED SCD-6-2 SMOKE EXHAUST FIRE/SMOKE DAMPER Y CLOSED CLOSED NOTE 1 SCD-6-3 SUPPLY FIRE/SMOKE DAMPER Y OPEN CLOSED SCD-6-4 SMOKE EXHAUST FIRE/SMOKE DAMPER Y CLOSED CLOSED NOTE 1 SCD-6-5 SMOKE EXHAUSTFIRE/SMOKE DAMPER Y CLOSED CLOSED NOTE 1 SCD-5-1 5th FLR RESIDENTIAL SUPPLY FIRE/SMOKE DAMPER Y OPEN CLOSED SCD-5-2 SMOKE EXHAUST FIRE/SMOKE DAMPER Y CLOSED CLOSED NOTE 1 SCD-5-3 SUPPLY EIRE/SMOKE DAMPER Y OPEN CLOSED SCD-5-4 SMOKE EXHAUST FIRE/SMOKE DAMPER Y CLOSED CLOSED NOTE SCD-5-5 SMOKE EXHAUST FIRE/SMOKE DAMPER Y CLOSED CLOSED NOTE 1 SCD-4-1 4th FLR RESIDENTIAL SUPPLY FIRE/SMOKE DAMPER Y OPEN CLOSED SCD-4-2 SMOKE EXHAUST FIRE/SMOKE DAMPER Y CLOSED CLOSED NOTE 1 SCD4-3 SUPPLY FIRE/SMOKE DAMPER Y OPEN CLOSED SCD-4-4 SMOKE EXHAUST FIRE/SMOKE DAMPER Y CLOSED CLOSED NOTE1 SCD-4-5 SMOKE EXHAUST FIRE/SMOKE DAMPER Y CLOSED CLOSED NOTE 1 SCD3-1 3rd FLR RESIDENTIAL SUPPLYFIRE/SMOKE DAMPER Y OPEN CLOSED SCD-3-2 SMOKE EXHAUST FIRE/SMOKE DAMPER Y CLOSED CLOSED NOTE 1 SCD-3-3 SUPPLY FIRE/SMOKE DAMPER Y OPEN CLOSED SCD-3-4 SMOKE EXHAUST FIRE/SMOKE DAMPER Y CLOSED CLOSED NOTE 1 SCD-3-5 SMOKE EXHAUST FIRE/SMOKE DAMPER Y CLOSED CLOSED NOTE 1 SCO-3-6 SUPPLY FIRE/SMOKE DAMPER FOR SALON 315 Y OPEN CLOSED SCD-2-1 2nd FLR RESIDENTIAL SUPPLY FIRE/SMOKE DAMPER Y OPEN CLOSED SCD-2-2 SMOKE EXHAUST FIRE/SMOKE DAMPER Y CLOSED CLOSED NOTE 1 SCD-2-3 SUPPLY FIRE/SMOKE DAMPER Y OPEN CLOSED SCD-2-4 SUPPLY FIRE/SMOKE DAMPER Y OPEN CLOSED SCD-1-1 15t FLR SUPPLY FIRE/SMOKE DAMPER Y OPEN CLOSED SCD-1-2 SUPPLYFIRE/SMOKE DAMPER Y OPEN CLOSED SCD-t-3 SUPPLY FIRE/SMOKE DAMPER Y OPEN CLOSED NOTES 1 AUTOMATICALLY OPENS ON CALL FROM SMOKE DETECTOR WITHIN CORRDOR. MANUAL OPERATION AT FIREFIGHTER SMOKE CONTROL PANEL (FSCP SYFIRE DEPARTMENT. WHEN OPEN, ACTIVATES SMOKE EXHAUST FAN, 2 SUPPLYFIRE/SMOKE DAMPER: GREENHECK FSD-211; TEMP RATING: 165'F; FIRE RATING: UL 555 I-1/2 HOUR; LEAKAGE CLASS: UL555S CLASS 1; FAIL CLOSED SMOKE EXHAUST FIRE/SMOKE DAMPER GREENHECK FSD-211; TEMP RATING: 350'F; FIRE RATING: UL555 1-12 HOUR; LEAKAGE CLASS: UL555S CLASS 1; FAIL CLOSED 3 ON FIREFIGHTER SMOKE CONTROL PANEL, PROVIDE ONE ROTARYS WITCH PER FLOOR (EXHAUST, AUTOMATIC, CLOSED). END OF MATRIX RECEIVED C:YY OF TUKWILA JAN 1 1 2018 PERMIT 05 21 EA SEPARATE PERMITAND APPROVAL REQUIRED M OCEAN PARK MECHANICAL SEI�WA S IA II 206E-14.YA PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKW ILA, WA 98188 REVISIONS DATE DESCRIPTION 12/22/2017 60% CD SET DRAWING TITLE SMOKE CONTROL MATRICES DATE DECEMBER 2017 DRAWN BY DL SCALE NOT TO SCALE M0.3 c- ® ® ®2 ® C I A. �IIIII �iii�l► �■ I■.■■I■■■■a■■■lI�■■I■i��'A■7u■MENIi■■■■■■■■■■■M■�INI �►if♦ ■i■■■■■11■■■■■■■■■■■■■■■■■■■■E■■■■■■■■■■ IMAIIMMIT■■■E■■■■■■■■■■RMI■iIMEEME■■■■■■■■■■SItai1 ■ ■■■�A!■IS■■■■■■■■ TIMI �■■■■■■■■: EOMMIp�■■yrr ■I■I1rAria�■■\■■■\ ■ //■■ IM■\:'r MINE■P-MUMIMI ■■I s.�� • ■■■■■■■■1I■■■■■■■■■■■■■■■■■■■■■■■■\11311MI■I' NM IN■MI■■■■■ MIMM■■II■■�■■■■■■LOrrr�•Ili ��W�i41P ASS R . 1 I, I, ENTRY VESTIBULE �— •�� ♦♦•� i IPI VAN . 41' F .. �el �M� 99 S. A''111111M♦�..Wal AIR A ODA 94 5F END SWATCH ON CO/N021- VAREO 10 G1F-1-2. EIECIRICAL CON1RACIOR SHALL UPPLY DIESEL FUR FIRED EMERGENCY G .'AiOR, SUBBASE FUEL TANK, DUFFIER, D REMOTE FUEL FILL STA0RIN. IN A* ORDANCE WT114 GENERATOR'S INSIRUCTIDNS, ME0MNICAL-CBN1RACTut SH4LL)NSTAtL DUCTING FROM RADIATOR TO EXHAUST LOUVER, DUCTING FROM AIR MT LOU4ER 10'ROOM FOR CONBOSDOR AIR; NE- - EXHAUST PIPE FROM MUFFIER T DISCHARGE PONT. SUBBASE FUEL TANK VEN15 TO EXTERIOR WALL (MINIM M 5-0' FROM BUILDING OPEMNGS), AND PIPING FROM FUEL HLL STA11014 TO SUBBASE TANK, 5'MifyH QN 00/N021-3 D TO G90 ,. i SECONDARY FARMS ON 100B' LOffD PAUONG GARAC 4FNiil A, ON ONDART PARKING 100B: 3,181 S.F. 0 0.75 CFM PER SF 400 CFM DE (1) 2500 CFM GARAGE TRANSFER FAN. 14 r8 521000R AIR DOWN TO LOW EVEL lV� 14'10' EXHAUST 14'1/8' OUTDOOR 1-8 NOUN FILE 17 SD 1 �rl'•M ff TAW I C'— 1246SF1 184 SF 157 SF A Q F �„1*205 SERVED BY A DEDICATED O11D..' AN YS1EM (DRAB): HEAT RECOVERY 4EN11 TOR HRV-1. SWITCH RM. 6 ,52 5F TRA'HI RECYCLE EMI ...:TURAL VH4TkARON SH SQUARE INCHES PER kVA. MINIMUM 15.6 SQUARE FEET. 20 SQUARE FEET FRONDED. F E IS TRASH CHUTE (2) 2442�• BA ER BLVD ETAL MESH ILLS STAIR B ,T4 BF FIRE CON 8 RM MIElt ER 96 RATED ON -UP 4411111 ■■■■1 lipi! WEN ■=�■■1 11111111111255 811111 �1.1tF1111118 �� i�i 111111 021111111111 IQbi`L 'I'��t•Ill• BY 441D1 � 'r11 � - t 1111111110111 �11111111.11111 aillir V i1d;►/00111111111111111111 ';Ei■1 Itiat%0,■12= 1 FiValliONAVat tallIMININI pcorAINIIMI 10 ;.111,.11 I1 011111■■■1 tie '049 UP AIR DUC0S FOR '120NTAL DUCRNG ON EN EXHAUST DUCT DUCT WRAP AND CH R00R. DUCT FA ON ON OUTDOOR FOR REMAND CONTROL AIR DAMPER SHALL BE 0 002 LEVEL. 3.8 'ACE 15 > 500 5F AND DPLE PER 1,000 S.F. 0 Z ARKING 0ARACF 4TN14A710N: 1: 23,126 SF. 0 0.75 CR1 PER SF = 17,350 CFM PRONE (3) 6,000 ON GARAGE EXHAUST FANS GEF-1-1 TO GEF-1-3 FOR A TOTAL OF 18,000 CFR. RECEi`. D CITY OF TUK'+VILA l(211 02 20 PERMIT CENTER SEPARATE PERMITAND APPROVAL REQUIRED OCEAN PARK MECHANICAL ssies AVE. FAMmi 1013.674.4553 4aAsea PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 REVISIONS DATE DESCRIPTION 02/09/2018 90% CD SET 02/28/2018 REVIEW DRAWING TITLE LEVEL 1 MECHANICAL DATE FEBRUARY 2018 DRAWN BY DL SCALE 14"=1'-0" M1.1 HOT ND BOILER BY OTHERS. ECM VENTING BY OTHERS AIM 462111 v 10 STAIR A 15200A1 vex C.0 JNIT 9.1 2 025 SF C.D M® OON 00iDOOR LAIR DDUCT. THEATER 204 I Ana 384e5F 63511 var '•r RES DENT STORAGE 4Y 1 211 I 271 SF C.E READING ROOM/ -r E1r n iT t __ Nor., .004,01B0m0mo. vTLoe — — — _ UM 5-0' iD OPERABLE -0` IENGEt'OF 2"Ml�n INCS DUCT URINE. QH N EXHAUST Al(E-UP AIR DUCTS FOR FUTURE . itti. HOPoZO4TAL DUCTING ON LEVEL 1 S. 20'x24' NFP 96 KITCHEN EXHAUST DUCT FA MTH MR/ RATED DUCT 'WRAP AND ACCESS PANG ON EACH FLOOR. 20'X24' NW -UP AIR DUCT FA. R7 THERMAIIMSULATION ON OUTDOOR AIR DUCTS. I 8. DRYER 9. INTERIOR 40. DMMERS_ LENGTH I 90. ELBO 190 OSFD PARKING GARAGE VTNNLATICM6 LEVEL 1: 23,126 S.F. 0 0.75 CFM PER SF = 17,350 C0M LEVEL 2: 27,915 S.F. 0 V75 CFM PER 51 = 20,940 CENT LEVEL 1 0 2 TOTAL OF 38,400 CFM PROVIDE (3) 12,600 CFEI GARAGE EXHAUST FANS FOR A TOTAL a 38,400 0114. JAN 1 1 2018 C.g PERMIT CENTER 1401ES 1. APARTME TS SHALL HAVE A VERTICAL TERMINAL HEAT PUMP (VI IP), SUPPLY AIR GRILLES SHALL BE TYPE IIS-1 (LIVING ROOM - 12%8', BEDROOM - 12%6'). FLEXIBLE DUCT TO GRILLES (LIVING R'00M - 104, BEDROOM - 8'0). 2. APARTME4TS SHALL HAVE 750 W ELECTRIC HEATERS IN EACH BEDROOM. HEATERS TO BE SUPPLIED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. HEATER SHALL BE INTERLOCKED TO THE VIAL TO ENSURE THAT SIMULTANEOUS HEATING AND COOING DOES NOT OCCUR PER 2015 WSEC SE DON C403.2.4.1. 3. KITCHEN UHAUST DUCTS SHALL BE CONSTRUCTED OF 6'0 GALVAW260 STEEL DIM SMOOTH INIERIOM �FINISH AND 10 DE AIR RGMT. 4. DRYER O0CRNG SHALL BE 4'0 SMOOTH METAL INTERIOR FINISH. IT SHALL BE EQUIPPED WITH BACKDRANETT DAMPER. NO SCREWS 5. T0111 ROOM DUCTING SHALL BE CONSTRUCTED OF 5'0 GALVANIZED STEEL NTH SMOOTH INTERIOR FINISH AND TO BE AR PONT. DUCT SERVING MULTIPLE TOILET ROOM FANS) SHALL BE 6'0. 6. KITCHEN, DRYER, TOILET ROOM EXHAUST HOOD SHALL BE 3'-0' FROM ANY OPERABLE OPENINGS (EXHAUST HOOD BY OTHERS). 7. OUTDOOR AIR TO APARTMENTS THROUGH WINDOW TRICKLE VENTS (SOPPUED Y OTHERS). 1 DEDRO0QQM APPRIMENIS: THREE (3) PION iR T SM (4 6084 EACH EPARpA. BEDROOM APARTMENTS FIVE (5) GRILLE SM (4 SO.IN. EACH>.pAMI�AN ,n ETS SHALL HAVE A 2 Ex i H BON. IN EACH O0gj 0 WINS SHALL HA MECNAMCAL .. LANON. TRANSFER F WHWM DM MODEL . , U (y 1041T FUE0 BY O. ,•^ T 01H N0 90' ELBOWS SU TF6.'' 10 FEET FROM M88I4 11116111 OCEAN PARK MECHANICAL PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 REVISIONS DATE DESCRIPTION 12/22/2017 60% CD SET DRAWING TITLE LEVEL 2 MECHANICAL DATE DECEMBER 2017 DRAWN BY DL SCALE 3"=1'-0" M1.2 o- CH- 0- UNIT C.2 I 320 1211 SF a= UNIT 32 C.2 1202 SF UNIT A.2 I 56E SF CORRIDOR 2577SF BREAKOUT SPACE 2 395 SF -=-�� 1. 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UNIT C.2 1 553 1 1209 SF UNIT A.1 352 1 508 SF UNIT A 13501 510 SF UNIT A 3412 I 575 SF UNIT BBAL 046 I 765 SF 088 r©I 40110 PBTAIRB MCI ¶ri WEIrA ltr ,® =issF r t ii. i. �a •�'�•®�t1"•rl ter ®s' '6 UNIT 8.4+BA 42 1 64 SF IDF,DLEC am I 127 SF UNIT C.6 1340 I 1106 SF UNIT C.3 I s41 I 1275 SF ■ EXHAUST MAKE-UP AIR DUCTS FOR FUTURE HORIZONTAL DUCTING ON LEVEL 1 ERS. 20'x24' N 96 KITCHEN EXHAUST DUCT FA 441H MR RATED DUCT WRAP AND ACCESS PAN ON EACH FLOUR. 20'224' DAME -UP AIR DUCT FA. 2.4 4.3 5.3 7.2 NOTE,9 N RECEIVED C)T'/ C" TUKWILA JAN 1 1 2018 PERMIT CENTER 1. APARTMENTS SHALL HAVE A VERTICAL TERMINAL HEAT PUMP (V1HP). SUPPLY AR GRILLES SHALL BE PREIS-1 (UMNG ROOM - 12'xB', BEDROOM - 12'x6'). FIA161E DUCT TO GRILLES (WANG ROOM - 109, BEDROOM - 8'O). 2. APARTME ELS SHALL HAVE 750 W ELECTRIC FPUTERS IN EACH BEDROOM. HEATERS TO BE SUPPUED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. HEATER SHALL BE INTERLOCKED TO THE VFAC TO ENSURE THAT SIMULTANEOUS HEATING AND COOLING DOES NOT OCCUR PER 2015 WC SECTION C403.24.1. 3. KITCHEN EKHAUST DUCTS SHALL BE CONSTRUCTED OF 6.0 GALVANIZED STEM. 'MTH SMOOTH INTERIOR N191 AND TO 8E AIR TIGHT. 4. DRYER D CLING SHALL BE 4'0 SMOOTH METAL INTERIOR FRISH. IT SHAH BE EQUIPPED MTh BACK DAMPER. N0 SCREWS. 5. TOILET ROOM DUCTING SHA1L BE C0N51RUCTE0 OF 5.0 GALVANIZED STEEL. WITH SMOOTH INTERIOR FINISH AND TO BE AIR ROHT. DUCT SERl1NG MULTIPLE TOILET ROOM FAN(S) SHALL BE 6'/. 6. KITCHEN,P8YER, 1015ET ROOM EXHAUST HOOD SHALL BE 5-0" FROM ANY OPERABLE OPENINGS. (E002100I HOOD BY OTHERS). 7. OUTDOOR AIR TO APARTMENTS THROUGH WINDOW TRICKLE VENTS (SUPPUED BY OTHERS). 1 BEDRRRflRR00000000Q�qqM APARTMENTS: THREE (3) RTON TRIM VENT SM (4 SD.IN. EACSEPA TE 2 BERR SHALL LiH FIVE 20 R10N TRIM VENT SM (4 SO.IN. H L °D. , AN 9. DRYER 80 9S 1411 A 4 1510E x 1 HIGH CMUt1E R EACH AND 9. WIERIOft EOR00MS SHALL HAVE MECHANICAL LAMS. TRANSFER MODEL VENT (SUPPLED B 0 NO 90' ETBOWS SUI R:' 10 FEET FROM M R EACH JMD OCEAN PARK MECHANICAL PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA98188 REVISIONS DATE DESCRIPTION (2/22/2017 60% CD SET DRAWING TITLE LEVEL 3 MECHANICAL DATE DECEMBER 2017 DRAWN BY DL SCALE )"=)-0" M1.3 0- CD- MATCHLINE 0- 0- T 1- L UNIT C.T 1211sF UNIT CT 421 1 115F G UNIT C.2 .1I 1209 SF nio C J„ Him STAIR C �. 1-III'00 UNIT C.2 453 I 09 SF UNIT82+: 765 SF r 1 ISy x~rYc:tl. l ss...l.140 UNIT A. NIT 8.2+El UNIT 6.2+BALC 1 625 1 42H 7ss sF s5 SF ana lIIaWmifa 1-1 C R OOR SHAF FOR IITURE COMM r ��1 L , LU,TCHEN HOOD, 1 sF SIZE TBD; VX31'SHOWN UNIT B.2+8 i1': UNIT8.3, 11650E 4235 9 7F� UNIT 8.2 UNIT B. 401 1 250 SF UNIT A.3 I433I 767 SF UNIT AO 1437 572 5F s 69 SF kii 4 1 ,ra r-1. 8.T*BALC UNIT B.2+BA 444 I 1442 I 64 SF 765 SF ELEC. CLOSE 1 402 J 79 SF 106 14031 127 5F UNIT C.4 1 43 I 1329 SF UNIT C.6 1 432 J 119t SF UNIT 13.2+BALC 146 UNITC.6 4 11665E UNIT C.3 1 1277SF N 2.4 EXHAUST MAKE-UP AIR DUCTS FOR FUTURE KIT 4N. HOPoZ4ITAL DUCTING ON LEVEL 1 BY 20'024' NFPN 96 KITCHEN DNAUST DUCT FA R1H FlR6 RATED DUCT WRAP ARO ACCESS PANBL ON EACH FLOOR. 205X24' MAIZE -UP AIR DUCT FA. I E 4.3 5.3 7.2 NOTES N RECEIVED Ciri OF TUK WILA JAN 1 1 2018 PERMIT CENTER 1. APAR7MEITIS SHALL HAVE A VERTCAL TERMINAL HEAT PUMP (WHO. SUPPLY AIR GRILLES SHALL BE TYPE S-1 (UMNG ROOM - 17x8', BEOROOM - tr*S'). 110281E SOOT TO GRILLES (LYING RHOM - 10'0, BEDROOM - 2. APARTMENTS SHALL HAVE 750 W ELECTRIC HEATERS IN EACH BEDROOM. HEATERS TO 8E SIPPUED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. HEATER SHALL BE INTERLOCKED TO THE VTAO TO ENSURE 1HAT SIMULTANEOUS HEALING AND OCCURS DOES NOT OCCUR PER 2015 WSEC SE DON C40324.1. 3. KITCHEN EXHAUST DUCTS SHALL BE CONSTRUCTED OF 6'0 GALVANIZED STEEL CH SMOOTH W1EFIC T N151 AND TO BE AIR TIGHT. 4. DRYER CMING SHALL 8E 4.0 SMOOTH METAL INTERIOR FINISH. IT SHALL BE EQUIPPED WIN BACKDRA DAMPER. NO SCREWS 5. TOILET ROOM DUCTING SHALL BE CONSTRUCTED OF 550 GALVANIZED STEEL WIN SMOOTH INTERIOR FINISH AHD TO 8E AR ACHY DUCT SERNNG MULTIPLE TOILET ROOM FAN(S) SHALL BE 6'0. 6. KITCHEN, IDRYER, TOILET ROOM EXHAUST HOOD SHALL BE 3'-0' FROM ANY OPERABLE OPENINGS. (EXHAUST HOOD 8Y OTHERS). 7. OUTDOOR AIR TO APARTMENTS THROUGH WINDOW TRICKLE VENTS (SUPP OTHERS). I BEDROEM APARTMENTS THREE (3) 0TON TRIM VENT SM (4 SO.IN. E ARATE 2 BEDROOM APARTMENTS 540 (5) TEIX4 TRIM VENT SR (4 SUN. EA RANT B. ORYTR CIIDSEIS SHALL HAVE A 20' WIDE i4' HIGH GRIUE IN EACH T#1QVA AND 9. M7ERICR ROOMS SHALL HAVE MECHANICAL EATON. TRANS .10 ORvmc BLYA9&LROOLMOOEL ar .: , 4flVi (SUPPLIED UM LENGTH 15 160 FEET 10131 NO 90' MBOWS SU 10 FEET FROM MAXIMUM FOR 90' EL80 M] OCEAN PARK MECHANICAL A2A3,4493614t8N4R*AXAYE 18 PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 REVISIONS DATE DESCRIPTION 12/22/2017 60% CD SET DRAWING TITLE LEVEL 4 MECHANICAL DATE DECEMBER 2017 DRAWN BY DL SCALE M1.4 o-- 1 o- 0 MATCHLINE CD- 0 0 T 1- L uCFr ©. .....� •IIIWO UNIT C.2 1 521 1 1211 SF UNIT C.2 1551I 1209 SF UNITS.2 1 1209 SF STAIR U' 5�500C -LH5 UNIT A.1 082 SF • UNIT A.1 1 550 1 5095E +-r-e CORRIDOR ` 1 _ 2460 SF UNIT 8.2+ 1Al ln>1 E.3 UNIT A.2 1 1 L UNIT A.S ttPEA UNIT A.2 1 537 1 r i t s]z SF L _ J L - TRASH 04 12I Twt UNIT C.4 1531 ' 29 SF COR IDOR A 24 0 IDF/ELEC 1 Is031 127 SF MP �: ...1py CORRIDOR I SOOB 3 SFI UNIT A.2 548 1 575 SF UNIT AA I 539 1 739 SF NTB.2+BA 1 542 1 UNIT6.2+ BALC 765 SF UNIT B.2+BALC 536 I 7558E UNIT CA 1549I 1166 SF UNIT C.2 1277 F z.4 EXHAUST ANO MAKE-UP AIR DUCTS FOR FUTURE KIT FN. HORIZONTAL MCRRO ON LEVEL 1 BY HERS 20'x24' 96 KITCHEN EXHAUST DUCT FA WITH FIRS RATED DUCT '%RAP AND ACCESS PANEL ON EACH FLOOR. 20'224' MANE -UP AIR DUCT FA. 4.3 4.6 7.2 W]ES. I RECEIVED CPt 1 07 TUKWILA JAN 1 1 2018 PEO7,1IT CEN ER 1. APARTMENTS SHALL HAVE A VERTICAL TERMINAL HEAT PIMP (VIHP). SUPPLY AIR GRILLES SHALL BE TYPE S-1 (VYING ROOM - 12'x8', BEDROOM - 12'x61. F0EXIBIE DUCT TO GRILLES (UNNG MOM - 10'0, BEDROOM - 8'0). 2. APARTMENTS SHALL HAVE 750 W ELEC1RIC HEATERS IN EACH BEDROOM. HEATERS TO BE SUPPBEO AND INSTALLID BY THE ELECTRICAL CONTRACTOR EERIER SHALL BE INTERLOCKED TO HE VTMi TO ENSURE THAT SIMULTANEOUS HEATING AND COOLING DOES NOT OCCUR PER 2015 WSEC SEC4IION C402.2.4.1. 3. KITCHEN 055900T DUCTS SHALL BE CONSTRUCTED OF 6'0 GALVANIZED STEEL GM SM001H INTERIOR FINISH AND TO BE RR BGNT. 4. DRYER D CRNG SHALL BE 4'0 SMOOH METAL INIEPIOR FINISH. IT SHALL BE EQUIPPED M111 BACKDRA3 DAMPER. NO SCREWS 5. TOILET ROOM DUCRNG SHALL BE CONSTRUCTED OF 000 GALVANIZED STEEL %MTH SMOOTH INTERIOR FINISH AND TO DE AR 7011T. DUCT SERVING MUL1WIE TOILET ROOM FAN(S) SHALL BE 6'0. 6. KITCHEN, ICRYER, TOILET ROOM EXHAUST H000 SHALL BE 3-0' FROM ANY OPERABLE OPENINGS. (EXHAUST HOOD BY OTHERS). 7. 011000R AIR TO APARTMENTS 5HROUGH WINDOW TRICKLE VENTS (SU�x R.Y OTHERS). 1 BEDR APAR1MENi5: THREE (3) RTON TRIM `VINT SM (4 SO.M��L^6^.,PA B. DRYER CI0SE1S SHALL AVE A 2 B APARTMENTS, FIVE (20' 64 + 14' PION TRIM HIGH GRILiE M LN. EACH MI�Tp D 9. INTERIOR 1aE1M00MS SHALL HAVE MECHANICAL,-+Nr,LA5ON. TRANSII l0.D&955_ib BLMNW610 MODEL VENT .•' (y;LryVENT(SUPPU 4 MIMUM LENGTH I 160 FEET NTH N0 90' ELBOWS SU'•TTitlT.'' 10 FEET FROM M `I A +x'Ili FOR EA 90" E180W. OCEAN PARK MECHANICAL PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 REVISIONS DATE DESCRIPTION 12/22/2017 60% CD SET DRAWING TITLE LEVEL 5 MECHANICAL DATE DECEMBER 2017 DRAWN BY DL SCALE M1.5 CONTROL GRID 0- CH- 0- MATCHLINE 0-- 0- - CONTROL GRID r T L. UNIT 0.2 620 I 1211 SF [-wornw 11 196 SF UP UNIT C.2 F I 1 1211SE r UNIT C.2 ES' 1207 SF UNIT CE 2688 SF 195 SF r 111 g r -+ 111= • UNIT 8.2 L UI 765 SF UNITISE 8 609 765 SF UNIT 8 2 + SALC 765 SF UNIT 15.2 RA 624 765 SF UNITS2413 I 625 766 SF UNIT 8.2 + 6, 765 SF e NIT 8.2 SALC 626 765 SF 77 121! et BCORRIDOR ---1 I 600A I UNIT 8 L BA I 627 765 SF UNIT 6.2 SA I 646 760 SF UNIT 8.2 + 8 765 SF r n - r I 0.90 STAIR r 195 S • 2'0 TW 12'xIEEL18.__j UNIT 0.4 631 1329 SF 8RLON-TEE:410 18748 01182 '11 L I II 90 0 I I 'I rfu07 En1 00 UNIT Al ne j 575 SF UNIT A. I 630 ELEV RES. STORAGE ELEC. CLOSET 601 I 602 250 SF 73 SF UNIT A 5 TYPE A) I"' UNIT A.2 I 637 I 572 SF IT 2 SALC so 768 SF UNIT A.4 I 639 I 739 SF CORRIDOR 6000, 2460 SF UNIT82 + so I 457365 SF 1. 113.81wwwwwww•--- UNIT 81.2 BALC 634 [ 765 SE UNIT B.2 BALC 1_818_1 765 SF UNIT.° so 1186 SF UNIT C.3 641 .1 1277 SF 911 0 4' 6' 16' EXHAUST 4010 MAKE-UP AIR DUCTS FOR 5515800504400. HORIZONTAL DUCTING ON tEVEL I BY ETERS. 20824* N 96 KITCHEN IXHAUST DUCT FA IM111 nR4 RATED DUCT %RAP AND ACCESS PANEL ON EACH ROOR. 97074. MAILE-UP AR DUCT FA. C(7'701 TURIARLA JAN 1 1 2018 PERMIT CENTER NOV& 1 1. APARBIEILTS SNAIL_ HAVE A VERICAL TERMINAL HEAT PUMP (MP). SUPPLY AIR (ARIES SHALL BE TYPE S-I WAN° ROOM - 12.287, BEDROOM - 12%6'). FIDERLE DUCT TO GENIES (EYING RJOM - HE., BEDROOM - 81). 0 APARIMELLTS SHALL HAVE 750 W ELECTRIC HEATERS IN EACH BEDROOM. HEATERS TO BE SUPPLIED, AND INSTALLED BY RIE ELECTRICAL CONTRACTOR. HEATER SHIIABE INIERLOCKED TO THE VTAO TO ENSURE THAT SIMULTANEOUS HEABNG AND COOLING DOES NOT OCCUR PER 2015 WSEO SECTION 0403.2.4.1. 3. KITCHEN EXHAUST DUCTS SHALL RE CONSTRUCTED OF 6.1 CALVANIM STEEL WIN SMOOTH INTERIOR FINISH AND TO BE AR IIGHT. 4, DRYER DI CENG SHALL DE 4.0 SMOOIH METAL INTERIOR FINISH. IT SHAII BE EQUIPPED WWI BACKDRA TT DAMPER. NO SCREWS. 5. TOILET RWM DOLING SHALL BE CONSTRUCTED OF 511 GALVANI211 %MTH SMOOTH INTERIOR FINISH AND TO BE AIR TIGHT. DUCT SERMNG MULIIRLE TOILET ROOM FAN(S) SHALL BE 6'.. 6. KITCHEN, pna, TOILET ROOM MAURY HOOD SNAIL BE 3-0. FROM ANY OPERABLE OPENINGS. (EXHAUST HOOD BY °BEERS). 7. OUTDOIIR TO APARTMENTS THROUGH %ENDOW TRICKLE VENTS (SUPPUED BY 0111ERS). I REM APARIMEN1S, BEBE (3) 11TON IRIM VENT SM (4 SELIN. EACH). 2 BEDR APARTMENTS: FIVE (5) IRON TRIM VENT SM (4 SQ.IN. EA n 8. DRYER COSETS SHALL HAVE A 20' WOE L 14' HI. GRILLE IN EACH !ANTE. 40. YE. TIO BE-WHIELPPOI MODEL 9. :TERI., QEDROOMS SHALL HAVE MECHANICAL LABON. 1RANSFER 0090)&75500034 LENGE}, I 160 FEET WIN NO 90' 0130 SU 10 FEET FROM 90' 880047 m) OCEAN PARK MECHANICAL /1233.10900111201011BAN TEEM. 21.74-4563 STATILE.WA96163 1.301, 206.674•4564 PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 REVISIONS DATE DESCRIPTION 12/22/2017 60% CD SET DRAWING TITLE LEVEL 6 MECHANICAL DATE DECEMBER 2017 DRAWN BY DL SCALE 1A"=1,-.0" M1.6 CONTROL GRID 0- 0- 8 CONTROL GRID T L WIRED TO 5PF-R-I. INKED TO SPE-R-3 UNIT C.2 720I 11 SF UNIT C.2 1721 1211 SF UNIT C.2 I 751 I 1209 SF UNIT C.2 1209 SF STAIR A UNIT B.2+ 723 765 5 UNIT A.1 I 752 508 SF ----� CORRIDOR 1700E I 630 SF UNIT A.1 I 750 509SF UNIT 6.2+BAN 1726 Ii 765 SF UNIT B.2+B I 747 I 765 SF UNIT 21.2+MLR 726 765 SF UNIV .2+ BAL 765 SF UNIT 6.3 172s 1 705 SF UNIT 701 SF ran UNIT A.2 I 748 575 SF UNIT B.2 + BA' I 745 I 764 SF UNIT B.2 + UNIT 30 576 S I 737 572 SF IT B.2 + BALC I 744 764 SF UNIT A.4 I 739 39-SF ORRIDOR UNIT B.2 +:; 765 SF UNIT C.4 1731 I 1329 SF I702I 703 127 SF UNIT B.2+ BALC 765 SF UNIT B.2 + BALC I 736 I 765 SF UNIT B.2 + BALC I 738 I UNIT C.6 I 740 I 1186 SF UNIT C.3 741 I 1277 SF 0 4' 8' 16' 2.4 EXHAUST MANE -UP AIR DUCTS FOR FUTURE KIT EN. HORIZONTAL DUCTING CN LEVEL 1 BY TIERS. 201x24' 96 KITCHEN EXHAUST DUCT FA 941H FIRE RATED DUCT WRAP AND ACCESS PAISEL ON EACH FLOOR. 201%24' MA9E-UP AIR DUCT FA. 4.3 5.3 NOTES 0. 'i UK'JVIL,A JAN 1 1 2018 PERMIT CENTER 1. APARTMENTS SHALL HAVE A VERDCAL TERMINAL HEAT PUMP (VFW). SUPPLY AIR GRILLES SHALL BE 11PE S-i (UNNG ROOM - 121x8', BEDROOM - 12'6'). FUMBLE DUCT TO GRILLES (DYING - 10'M, BEDROOM - 1YM). 2 APAR0ME IS SHALL HAVE 750 W ELECTRIC HEATERS IN EACH BEDROOM. HEATERS TO BE SUPPLIED AND INSTALLED BY IHE ELECTRICAL CON1RACTOI9 HEARER SHALL HE IN1FRL0CKE0 TO THE WAD TO ENSURE THAT SIMULTANEOUS HEATING AND COOLING DOES NOT OCCUR PER 2015 WSEC SE DON 0403.24.1. 3. KITCHEN EXHAUST DUCTS SHALL BE CONSTRUCTED OF 6'0 GALVANIZED STEEL NAM SM001H INTERIOR FINISH AND TO BE AN TIGHT. 4. DRYER 07S11NG SHALL BE 4'0 SMOOTH METAL INTERIOR FINISH. IT SHALL BE EQUIPPED KITH BACKDRA1 DAMPER. NO SCREWS, 5. TOILET ROOM BUSSING SHALL BE CONSTRUCTED OF 5'0 GALVANIZED STEEL MATH SMOOTH RIIERIOR FINISH AND TO BE AIR TIGHT. DUCT SERMNG MULTIPLE TOILET ROOM FAN(S) SHALL BE 6'0. 6. KITCHEN, !DRYER, TOILET ROOM ENLIST HOOD SHALL BE 3'-0' FROM ANY OPERABLE OPENINGS (EXHAUST HOOD BY OTHERS). 7. OU1D00RINR TO APARTMENTS 1HR000H WINDOW IRIC4E VEN15 (SUPPLIED BY DINERS). 1 BEDR0006MM APARTMENTS THREE (3) DION TRIM VENT SM (4 50�`0A.1.E 2 BEDR APARTMENTS FIVE (5) DIOV TRIM VENT 5M (4 50.1 'AH 8. BRYER CItOOE1S SHALL HAVE A 20' WIDE x 14' HIGH GRILLE IN TAND 9. INTERIORBEDROOMS SHALL NAVE MECHANICAL LAWN. IR -- .30.OPK6, BE -WHIRL Porn MODEL v, .a1. VENT(SUF LENGTH IS 160 FEET WITH NO 90 ELBOWS SU. C. • 10 FEET 90' ELBOY. M OCEAN PARK MECHANICAL 166 A FAa PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 REVISIONS DATE DESCRIPTION 12/22/2017 60% CD SET DRAWING TITLE LEVEL 7 MECHANICAL DATE DECEMBER 2017 DRAWN BY DL SCALE 0" M1.7 CONTROL GRID r MATCHLINE T 0 8 CONTROL GRID MINIMUM 20'-0" FROM EXHAUST. MINIMUM 20'-0' FROM EXHAUST. STAIR A 01/ERPI STAIR C OVERRUN 18'x18' F8 WNW' 1/4°: 12" 4' FIRE RETAR ANT PLYWOOD SHEATHING F R ROOF STRUCTURE ON BOTH SOBS OF FIRE WALL /4' : 12' REFRIGERANT UNES BETWEEN CU—R-1 AND DX COOLING CqL MECHANICAL tree 1/4":1 EXHAUST CgVp NG UNIT FOR N KITCHEN BY OTHERS. PIPED TO MAKE—UP AIR UNIT. RED TO SPF—R- 1/4" :12 BAKER BLVD CANOP FUR/RE EXHAUST FA OTHERS. 6'0 EXHAUST FLUE TA 4'0 INTAKE FA AIR R eOOBI CONTROL 0 0 58' 3' 91'7- 4 2 114": 12' ]000FH1 \\ 24'924\ ATOR HOIS1WAY RELIEF NTH A COUNTER WE1GH1ED BACKORAFT DAMPER, AND A NORMALL CLOSED 401441ZED DAMPER. MOTORIZED, DAMPER OPENS UPON ACTIVATION OF EPF—R-1 WEN ELEVATOR IS IN A NON —RECALL CONDITION.) !NINON 20 E14AUST. 0' FROM EXHAUST MAKE—UP AIR DUCTS FOR RE LOT EN. HORIZONTAL DUCTING ON 1 BY THERE. 20'o24' NEPA 96 KITCHEN EXHAUST DUCT FA 0011 FIRE, RATED DUCT WRAP AND ACCESS PAHL ON EACH FLOOR. 20'X24' MAKE—UP AIR DUCT FA. 2' THICK DUCT' LINER. REFRIGERANT ONES BETWEEN CU—R-2 AND X CCOUNG COI BY MECH !CAL CONTRACTOR. 1 MINIMUM 20'-01 FROM EXHAUST. DISTANCE TO S�1H PROPERTY LNEII ANDOVER PARK E. 2.4 4.3 5.3 RECEi CED C LYi C TUK'.NILA JAN 1 1 2018 PERMIT CENTER SEPARATE PERMITAND APPROVAL REQUIRED OCEAN PARK MECHANICAL 2295,L4XUINft52N10AXAVE „28 SEATNe,WASSIEB FAc51MUE206*T44004 PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 REVISIONS DATE DESCRIPTION 12/22/2017 60% CD SET DRAWING TITLE ROOF PLAN MECHANICAL DATE DECEMBER 2017 DRAWN BY DL SCALE "=1'-0 M1.8 EXISTING UTILITIES 0 ARCHITECTURAL LOUNER FOR KITCHEN, DRYER, Tour ROOM EXHAUST TO VERTICAL TERMINAL HEM BE 3.-0. FROM ANY OPERABLE OPENINGS PUMP. EXHAUST TERMINATION BY OTHERS. -=-111-L7111-111_=111-11 a-TH=111-7111=J 1E-111-111=11E111_=111=_111=111_=1117_ 7111,=_111-=111LH111--111-- 1--=7111=111=111_=111=111=111=111E-111=111_=111 111_111-7-111=111-111_=-111 11E111=11-=7-11=111-111-111=111-=111-H=11 =_111 11111_=111E-111-- 11=1 11-111-1 1111-7:1 .7H 1 .-111111=_11 = 11.111111. 11_=1 111=111=11F111=111=111=111=111-=1 1=111=111=111=111=111=-111=111=111=111= 11=111=111=111=111=111=111= 1=111=111=111=111=111=111=111=111=111=11 -1 1 1-111=111=111=111=111 I =I INTAKE AIR LOUVER FOR FAN OM UNIT FC-2. BUILDING ELEVATION - NORTH SCALE 1/8" = 1'-0" INTAKE AIR COIL UNITS UVER FOR FAN -5 AND FC-6. EXHAUST AIR LOUVER HRV-1. 111=F[= =lle=iii=w=h1=111=llptipi OR INTAKE AIR LOUVER FOR HEAT RECOVERY VENTILATOR HRV-1. MINIMUM 3.-0" BELOW EMAUST LOUVER PER 2015 INC 401.43. CQJSSSL.Q 96b7 LETHLO EVR-0 1E5 0 LEV5iL0-4 TYPPEVI: LEY0 .IESSLLQ 1=111=1 _ = 1=111=111E-111=111=11 _ 111=111=111E-111111-111=1117=111L7111=111 111111=_111_=-111-_7_111-_-111-7,1l1=111.7-111_= 1=111=111=111=111=-111=111=111=M=111=111 NT".T;EivED Cirr OR TUN'ANLA JAN 1 1 2016 0E111011T CENTER SEPARATE PERIM AND APPROVAL REQUIRED OCEAN PARK MECHANICAL MALMO NM MAN AVE 16411404820.67.1.53 SEPTILE,VIA 98168 FPCSIMHE 20047941. PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 REVISIONS DATE DESCRIPTION 12/22/2017 60% CD SET DRAWING TITLE NORTH ELEVATION DATE DECEMBER 2017 DRAWN BY DL SCALE A".1'-0" 51 M2.1 :111=111:7_-111_111111=111=-1 =111=111=111_111=111=111.7_111111=111-111=111H111111-=1117_ _ 1-=-111i_=_111-111-111-=111111E111E-111-E_--111_7_111E111_=111-_-111111_11=11H1 1=1 111H111111= 111-111-411_7_111=1111=-111E-111E111E11171111=_111-7_1117-11_,=_IIP111.711,E111=11H111_7111-=111_=_I 1=111=11=111=M7111=111=111=111=111=111=111=1117111711=1=111=111=11=111111=11 BUILDING ELEVATION - EAST SCALE VW =1 0' ARCHITECTURAL LOUVER FOR Mlle& TERMINAL HEAT PUMP. All MIME! = 1 - _ -11-131111 1=111= =111=111=111=111=111 111=1 KITCH , DRYER, TOILET ROOM EYHA BE 3' FROM ANY OPERABLE OPENINGS 1880001 TERMINAlION BY ODIERS. TO Rg),,F, T 0 PLATE (---) 9F-10' `OVELO 17-Z 0 'V 0 LEvN 6 0 "V TYPE VA LEVLL: 0 TYPE IA LEV,E9,Lo2 0 EL I =1 I= 1= 17_111_711=1 11_=_11M _ _ =-111_1117_ 11-=111=111-=111E11 _ 1-711E . EXHAUST AIR LOUVER FOR FUTURE KITCHEN'S DISHWASHER HOOD AND JANITOR'S ROOM EXHAUST FAN. INTAKE AIR LOUVER FOR FAN COIL UNITS EC-3 AND FC-4, REC,IlivED CITY OR TUKWILA JAN 1 1 2018 PERMIT CENTER OCEAN PARK MECHANICAL an1490011,11111050ANAVE TOSSNONE 20.6744553 6.1111.5,Wq 95158 i.51.0.5 2(.6744564 PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 REVISIONS DATE DESCRIPTION 12/22/2017 60% CD SET DRAWING TITLE EAST ELEVATION DATE DECEMBER 2017 DRAWN BY DJ SCALE 14.11-0" SEPARATE PERMITAND APPROVAL REQUIRED M2.2 - 111E-1IJ-III-III-1J --- ____ 111-111-111-111-111=111-III-III-III-III-III-III-III-I.. =111=111I I I=111=11 H111-111E-111=1 1_111=I I I -I I I=111111-111E-111-11_ 1 _ 111- 11_ 111-.-_ III ": I-III-III-III-III-III-III-II-III III-III-III-III-III-III-III-III=1I-III-III-III-III-I11=III-III III III-I,--I=I 11=II- - 111=111=111=11 E111=111=111=111-1 1=111=III=111=111=111=111=111=111-11 11 111=I 11- 11=111=111=11 111E-111=111= 1=1=111=111=111111... 1 I Irtl I=111=111 III-111=111=111-111-111=111=111=M-111=111-111=1 11=111-111-111=111-111=111=(Tf=111-III-111=111=1 I I 1=111=1 III 111E-111 111=111=111=111=1 I-111E-11 I-111-1 STAIR C PRESSURIZATION INTAKE AIR LOUVER. ARCHITECTURAL LOUVER FOR VERTICAL TERMINAL HEAT PUMP. KITCHEN, DRYER, TOILET ROOM EXHAUST TO BE 7-0' 1401A ANY OPERABLE OPENINGS EXHAUST TERMINATION BY OTHERS. GENERA 70R RADIATOR EXHAUST MINIMUM S-0' TO OPERABLE OPENINGS BUILDING ELEVATION — SOUTH SCALE 1/6" = i'-0" 6'0 ENGINE EXHAUST (MTH 2' CALCIUM SILICATE IN$ULA110N) 6'0 ENGINE EXHAUST (101H 2' CALCIUM SIMCKEE IN LARON) YO SUBBASE TANK NORMAL VENT 4'0 SUBBASE TANK EMERGENCY VENT 4.0 SUBBASE TANK EMERGENCY VENT 137 ALL MOUNTED SIGNAGE TO. ROOF O 9G'0" QP TE 610' LEVEL]ers• LEVEL s ]6..0 LEVEL4 59'-0" PE VA IEVE 49'-B PEIA 6LO LEVEL 2 ______ _______ _ II -ICI -ICI -III I�I�I-I I =11=11=I1=1I=1I .1 =I1=1-1I -I =I -I-II-II=1 =1 -I-I1=I1=II-III-III=I =I =I1- 1=III=111=11 a111=IIIIII=III III= _ =IIIIII-III=1 1=1111 =III=III=III= 1=I 1=III=1 1 _ _ III III I II II I I III-IIIIII III 1 111E-111 -1 ==1 =1 =1 =IIIIII1 E- - =1 = =11= _ _ 1 _ _ _ _ - - 1 - _ III I II II I I III -II II III I III III III III III I II III III I I III III II I=111= I I=1I I=1I I=1I I=1I I-III-III—III=11I=1I I=1I I=1I I=111E-1I I=111E-1I I=11I�I I I=1I I=1I I=1I I=11I=1I I=1I I=1I I=1I I=1 GARAGE EXHAUST LOUVER MINIMUM 3'-0- TO OPERABLE OPENINGS RECEIVED CM/ OF- TIJKWILA JAN 1 1 2018 PE.P.Mil GE, OCEAN PARK MECHANICAL E,0154UR44M44E TELEPHONE 206679.563 911FACSIMILE 206614.59. PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 REVISIONS DATE DESCRIPTION 12/22/2017 60% CD SET DRAWING TITLE SOUTH ELEVATION DATE DECEMBER 2017 DRAWN BY DL SCALE SEPARATE PERMITAND APPROVAL REQUIRED M2.3 40111145/73•111011- CHITECIURAL LOUVER FOR VERRCAL TERMINAL HEAT PIMP, MINK 111111111511111111 1111111116.=a11251 11111 1=1 _ 11-4E—Mil 111111 711 1±-1 MII=M=1 IEH _ k=1 1=11 1-711171 HMH BUILDING ELEVATION - WEST SCALE: 1/8', 1,0" 8 KITCHEN, DRYER, TOILET 8006 EXHAUST TO BE 3.-18 FR064 804000680001 OPENINGS, EXHAUST lERMINATON 8 OTHERS, 1 • — T ° 0 r a o LE'N 0 11,U=il KLHM,M=M,fl if HI — ffl 1_71 lEfl II 1 1 IEI IEI El 1 El 1 IEI 1 E 1 1 IE El Ed IEI 7,111_,R= IIlEIIElIEIIEEIIEHEM=—=_H 1-11 ILL=211E11[ —M=H EN=I 11= H w I EMEMEMWml PMIIF —TF1 1-F.-FL*7*-711 W-1 E—lij—IT—WWFilliFITJWTTIg—illiiii IN 'V 0 IN 0 "V 0 0 EXHAUST LOUVER FOR IDNAOST FANS E18-2-1, EF-2-2, 10-2-0 RECEIVED CRP; OF TUKWILA JAN 1 1 2018 PE-RMIT CENTER M OCEAN PARK MECHANICAL 2223,1432013.011114.33 MEMO. 20.744553 5231.2129.05 720231133 20.7.504 PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 REVISIONS DATE DESCRIPTION 12/22/2017 60% CD SET DRAWING TIRE WEST ELEVATION DATE DECEMBER 2017 DRAWN BY DL SCALE SEPARATE PERMITAND APPROVAL REQUIRED M2.4 ARCHITECTURAL LOUVER FOR VERTICAL 'TERMINAL HEAT PUMP. STAIR A PRESSURIZATION NTAKE AIR LOUVER 84 O ARCHITECTURAL LOUVER FOR KITCHEN, DRYER, TOILET ROOM EXHAUST TO VERTICAL TERMINAL HEAT ( BE 3'-0. FROM ANY OPERABLE OPENINGS PUMP. EKHAUST TERMINATION BY OTHERS. COURTYARD ELEVATION LOOKING NORTH SCALE: 1/8" KITCHEN, DRYER, TOILET' R00 EXHAUST TO BE 3'-0" FROM ANY OPERABLE OPENINGS. EXHAUST TERMINATION BY OTHERS 111 1111 i IIIII HILT �IIIIIII IIIIIIII �IIIIIIIIIIIIIIII1 ILIA II IIII II —1 I III —III— 1 1-1 I-1 1 1 1 ANGLED WALL NORTH EAST ELEVATION SCALE: 1/8" = TO, R98' 0"00F O \T.O. PLATE O 95'-10' LEVEL? O LEVEL678'-0" O LEVELS'-C O 68 LEVEL4 O IN O 1FVEL2'-0" O 39 LEVI- 1 O RELIEF AIR FROl.1 411NESS AND YOGA. INTAKE AIR 1024218 FOR FAN COIL UNIT PC-7, M IMUM BE10W RELIEF LOU R PER 2015 IMC 401.4.3. T O.ROOF 98' 0" \T O, PLATE O 96'-10' LEVEL] 616" LEVEL6 ZB'0 LEVEL4 LEVEL 3 49' 6" I= ui.I COURTYARD ELEVATION LOOKING SOUTH SCALE 1/8" /-KITCHEN, DRYER, TOUT ROOM EXHAUST TO BE 3'-0' FROM ANY OPER 1E OPENINGS. EXHAUST TERMINATION BY P1H ARCH! MURAL L WRIT L TERMINAL PUMP. 11owwwwwwnwwA����—woorrirrr_In _, —_• I IO = _ — to 01 IIi ., -. -.®® G- �1... ,�� ,,....0. -- ---. MIME - MN MO •' . I1111 L ION INN �IJ MOen == -tr, iiiii11111111111111111111=M1♦l111111111111111i liirS ARCHNECIURNAL LOUVERHEAT FCR VERTICAL I PUMP. INTAKE AIR LOUVER FOR FAN COIL UNIT FC-8. RELIEF AIR FIEX AREA DINING / TV COURTYARD ELEVATION LOOKING EAST SCALE', 1/8" =1'-0" KITCHEN, DRYER, TOILET ROOM EXHAUST TO BE Y-0' FROM A4NY OPERABLE OPENINGS. EXHAUST TERMINATION BY OTHERS. L-1 24'x18 INTAKE AIR L VER FOR FAN COIL UNIT FC- . MINIMUM S-0' BELOW REIEF MYER PER 2015 IMC 401.4.3. T0. R0980-0"F O TO,PLAiE O 96'-1U' LEV87'-5"EL? O - LEVELO LEVELS 0 LEVEL4P 9' LEVELS O 40.0 0. R00F O 98' 0" NT0 PLATE10' O 96'- LEVEL? LEVEL6 O 78' 0° LEVELS O 88'8 _ __ LEVELS 40'6 Ci TO =1'u:<rr1A JAN 1 1 2018 PERMIT CENTER SEPARATE PERMITAND APPROVAL REQUIRED OCEAN PARK MECHANICAL AVE 20 PROJECT STERLING SOUTHCENTER 415BAKER BOULEVARD TUKWILA, WA98188 REVISIONS DATE DESCRIPTION 12/22/2017 60% CD SET DRAWING TITLE COURTYARD ELEVATIONS DECEMBER 2017 AWN BY DL ALE 1, =1. 0" M2.5 CD-7-2 4D00 co 4000 1R'x30"� 1': i11?WJ ' .�.� 18'x30 ICAL FOR m i1PICA L tEVE1S 3 TO R SALON 315 NOTES: 1. FIRE DAMPERS ARE NOT REQUIRED WHERE STEEL EXHAUST SUBDUCT EXTENDS A MINIMUM OF 22' VERTICALLY PER 2015 WASHINGTON STATE BUILDING CODE 717.5.3. EXCEP110V 1. 1.1. 2. IN ACCORDANCE WITH 2015 WASHINGTON STATE BUILDING CODE 717,5.3. EXCEP5CN 2. SMOKE DAMPERS ARE NOT REQUIRED WHERE: .1 2.1 - STEEL 000405T SUBOUCTS HAS MINIMUM WALL THICKNESS OF 26 GAGE. .2 2.2 - SUBDUCTS EXTEND AT LESS 22 INCHES VERTICALLY, AND .3 23 - EXHAUST FAN EF-R-2 IS INSTALLED AT UPPER IERMINUS OF SHAFT TWAT IS POWERED CONTINUOUSLY IN ACCORDANCE WITH SECTION 909.11, TO MAINTAIN A CONDNUOUS UPWARD AIRFLOW TO THE OUTSIDE 3. TYPE E-1 GRILLE COMPLETE Wi1H OPPOSED BLADE BALANCE DAMPER. TRASH ROOM (LEVELS 3 TO 7) AND HAIR SALON 315 EXHAUST DIAGRAM SMOKE CONTROL RISER DIAGRAM MAKE-UP AIR UNIT HAS A MOTORIZED INLET DAMPER (AUTOMATICALLY CLOSED WHEN SYSTEM IS NOT IN USE). 2" STATIC DEFLECTION SPRING ISOLATOR 12" HIGH CURB AND FLASHING BY GENERAL CONTRACTOR FLEXIBLE DUCT CONNECTIO GASKETED SCREWS 2" DUCT LINER (R-B) TO FIRST GRILLE FOR ACOUSTICS. MINIMUM R-7 FOR ENERGY CODE. CURB CAP BY MECH. CONTRACTOR CURB & FLASHING BY GENERAL CONTRACTOR MAKE-UP AIR UNIT (MUA-R-#) DETAIL 24'x24' ELEVATNORMALLY HLOSED.Y RELIEF. MOTORIZED WHEN DAMPER NORMALLY CL05E0, AND OPENS WHEN UPON NON -RECALL 000010 NS. OR UPON ACBVARON OF EPF-R-1. STAIR B STAIR C SPRING ISOLATOR WITH 2" STATIC DEFLECTION 12" HIGH CURB AND FLASHING BY GENERAL CONTRACTOR CONDENSING UNIT (CU-R-#) DETAIL CEr 1 Coil;- ,,:10 JAN 1 1 2018 PERMIT CENTER SEPARATE PERMITAND APPROVAL REQUIRED OCEAN PARK MECHANICAL PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 REVISIONS DATE DESCRIPTION 12/22/2017 60% CD SET DRAWING TITLE MECHANICAL DETAILS DATE DECEMBER 2017 DRAWN BY DL SCALE NOT TO SCALE NATURAL GAS TABLE GAS LOAD DOMESTIC HOT WATER BOILER 8-1 DOMESTIC HOT WATER BOILER 8-2 MAKE-UP AIR UNIT MUA-R-1 MAKE-UP AIR UNIT MUA-R-2 MAKE-UP AIR UNIT MUA-R-3 (FUTURE KITCHEN MUA) POOL EQUIPMENT BOILER LEVEL 1 KITCHEN OU1W0t FIREPLACE GAS BRCS (58,500 BNH EACH (2)) 2 PSG GAS METER BY PSE ALL PIPING IS SCHEDULE 40 METAWC PIPE. Z976,000 81UH 700,000 BTUH 700,000 BNH 250,000 BTUH 250,000 BTUH 200,000 BTUH 266,000 BNH 610,000 BTUH 80,000 BNH 117,000 BIM PIPE SIZING BASED ON 2012 SEATTLE FUEL GAS CODE TABLE 402.4(3) FOR 2 PSI; TABLE 402.4(2) FOR LESS THAN 2 PSI. PLUMBING EQUIPMENT LIST UNIT # UNIT DESCRIPTION MANUFACTURER MODEL WEIGHT CAPACITY UNIT LOCATION ELECTRICAL DISCONNECT NOTES H.P. MCA/MAX FUSE VOLTS PH S I W DOMESTIC HOT WATER BOILERS & DOMESTIC HOT WATER STORAGE TANKS B-1 DOMESTIC HOT WATER BOILER LOCHINVAR ARMOR AWN700PM 461 Ib 700,000 BTUH INPUT 815 GPH @ 100 °F TEMP RISE 96%EFFICIENT ROOF BOILER ROOM 16 MCA 120 1 E E E REFER TO NOTE 1. B-2 DOMESTIC HOT WATER BOILER LOCHINVAR ARMOR AWN700PM 461 Ib 700,000 BTUH INPUT 815 GPH @ 100 °F TEMP RISE 96%EFFICIENT ROOF SOLER ROOM 16 MCA 120 1 E E E REFER TO NOTE2. ST-1 TO DOMESTIC HOT WATER STORAGE TANK LOCHINVAR RJA200 634 Ib SHPPING WEIGHT 2,300 Ib WATER LOGGED WEIGHT 200 GALLON ASME CONSTRUCTION GLASS LINED ROOF BO&.ER ROOM REFER TO NOTE 3. EXPANSION TANK ET-1 DOMESTIC HOT WATER EXPANSION TANK BELL & GOSSETT PTA-42V 901b SHIPPING WEIGHT 185 @WATER LOGGED WEIGHT 17.5 GALLON TANK VOLUME 11.4 GALLONS ACCEPTANCE VOLUME 16-1/4" DIAMETER; 24-1/4" HEIGHT ASME CONSTRUCTION ROOF BOILER ROOM CIRCULATION PUMPS P-1 BOILER B-I- CIRCULATION PUMP GRUNDFOS TP40-160 63 GPM @32 FEET HEAD ROOF BOILER ROOM REFER TO NOTE 4. P-2 BOILER 8.2- CIRCULATION PUMP GRUNDFOS TP40.160 63 GPM @32 FEET HEAD ROOF BOILER ROOM REFER TO NOTE 5. P- DOMESTIC HOT WATER RE-CIRCULATKON PUMP BELL &GOSSETT e90 2AAC ALL BRONZE CONSTRUCTKN 701b 34 GPM @25 FEET HEAD ROOF BOILER ROOM 3/4 HP 120 1 E E E CONTINUOUS OPERATION. HEAT TRACING HT-# HEAT TRACING (CONFIRM QUANTIFY ON SITE) RAYCHEM 5XL2.CR 20 AMP BREAKER 208 1 E E E REFER TO NOTE 6. NOTES: 1. ELECTRICAL CONTRACTOR TO PROVIDE ON/OFF SWITCH AT DOOR OUTSIDE MECH. ROOM TO SHUT OFF BOILERS. T & P RELPF VALVE. DRAIN VALVE. AQUASTAT IN STORAGE TANK ST.1 WIRED TO MASTER BOLETI B-1. 2. ELECTRICAL CONTRACTOR TO PROVIDE ON/OFF SWITCH AT DOOR OUTSIDE MECH. ROOM TO SHUTOFF BOILERS. T & P RELEF VALVE. DRAIN VALVE. COMMUNICATION WIRNG FROM SLAVE BOLETI B-2 TO MASTER BOILER B-1. 3. T& P RELIEF VALVE. DRAIN VALVE. VACUUM BREAKER. 4. POWERED AND CONTROLLED BYBOILER 8-1. 5. POWERED AND CONTROLLED BYBOILER B-2. 6. ELECTRICAL CONTRACTOR SHALL PROVIDE CONNECTIONS AS INDICATED BY THE ORAWNGS AS WELL AS PERMITS AND INSPECTIONS FOR HEAT TRACING INSTALLED 8Y MECHANICAL CONTRACTOR. UNE VOLTAGE WIRING TO CONNECTION POINT BY ELECTRICAL CONTRACTOR. HEAT TRACING BY MECHANICAL CONTRACTOR. MECHANICAL CONTRACTOR SHALL INSTALL ALL HEAT TRACE AND ELECTRICAL CONTRACTOR WILL CONNECT THE POWER TO THE HEAT TRACE. END OF SCHEDULE PLUMBING 415 .... I'.',I:ULEVA TUKWILA, WA 98188 CODES 2015 UNIFORM PLUMBING CODE YOH WASHNGTO4 STATE AMENDMENTS 2015 WASHINGTON STATE FUEL GAS CODE PIPE MATERIAL AND INSULATION SCHEDULE PIPING SERVICE (TEMPERATURE) INSULATION TYPE CONDUCTIVITY (87U/IN / 687532Tx7) STRINGS BRANCHES SNORTER THAN 12 FT LONG AND 2' IN DIAMETER & SMALLER 1K' AND SMALLER i )% 2', 2)¢ 3' 4' 6' FITTINGS DOMESTIC HOT WATER AND DOME55C HOT WATER RECIRCULATION (1057 & GREATER) RIGID PASS FIBER PO.YEHYLENE OR CELLULAR FOAM (0.24-0.28) P100 861088L TYPE L COPPER TYPE L COPPER TYPE l COPPER TYPE L COPPER TYPE L COPPER / DUCTILE IRON DUCTILE IRON COPPER: WROUGHT COPPER LESS INSULATION THICKNESS 0.50 1.0 1.5 1.5 1.5 1.5 THAN 0.2%LEAD CONTENT SOWER DUCTILE IRON: VIDTADBG AWWA DOMESTIC COD WATER (407) RIGID GLASS FIBER POLYETHYLENE OR CEWJLAR FOAM (0.23-0.27) PIPE MATERIAL TYPE L COPPER TYPE L COPPER TYPE L COPPER TYPE L COPPER TYPE L COPPER DUCTILE IRON COPPER: WROUGHT COPPER LESS INSULATION THICKNESS 0.50 0.5 1.0 1.0 1.0 1.0 THAN 0.2% LEAD CONTENT SOLDER DUCTILE IRON: MCTAWC AWWA DOMESTIC WATER APARTMENTS & RISERS PIPE MATERIAL UP0N0R W0R500 AOUAPEX WR580 PEX RAN LEADERS (ALSO INSULATE ROOF DRAIN BODY) PIPE MATERIAL CAST IRON NO HUB CLAMPS WASTE & YENT (BURIED) PIPE MATERIAL SCHEDULE 40 ABS OR PVC DWV SOLVENT WELD WASTE & VENT O4 GARAGE LEVELS PIPE MATERIAL SCHEDULE 40 PVC OW SOLVENT WELD WASTE (LEVEL 4 TO ROOF) PIPE MATERIAL CAST IRON NO HUB CLAMPS WASTE ABOVE GRADE (PENETRATIONS THROUGH RAZED ROOK/CEILING) PIPE MATERIAL SCHEDULE 40 PVC DWV VMTH LISTED APPROVED FIRE STOP SYSTEM SOLVENT WELD VENT (LEVEL 1 TO ROOF) PIPE MATERIAL SCHEDULE 40 ABS SOLVENT WELD VENT ABOVE GRADE (PENETRATIONS THROUGH RATED FLOOR/ORURO) PIPE MATERIAL SCHEDULE 40 ABS WITH LISTED APPROVED FIRE. SHOP SYSTEM SOLVENT VELD PUMPED FORCEMAIN PIPE MATERIAL PVC SCHEDULE 40 PRESSURE PIPE PVC SOLVENT WELD FOOTING DRAIN0IE PIPE MATERIAL PVC SON (PERFORATED ON SHE P6 HOLES 012' 0.C) PVC SOLVENT WELD LEGEND SANITARY RISER 4 WATER RISER 4 EOUFMPIT IDEN0BER DOMESTIC COLD WATER (CW) DOMESTIC HOT WATER (HW) DOMESTIC HOT WATER RE2RCUTATIO (NW REM) - - - -PLUMBING VENT 5 - SANITARY SEVER -ST-STORM SEWER CD GARAGE DRAIN (PIPED TO OIL INTERCEPTOR) CW GREASE WASTE (PIPED TO GRAVITY GREASE INTERCEPTOR) FA FROM ABOVE FB FROM BELOW TA TO ABOVE CN DOWN VTR VENT THROUGH ROOF N FIXTURE UNITS INV, EL INVERT ELEVATION (BOTTOM OF PIPE) K5 / OW KITCHEN SINK & DISHWASHER LAV LAVATORY WC WATER CLOSES BT BATHTUB SH SH0WER CW CLOTHES WASHER APPLICABLE CODE 2012 UNIFORM PLUMBING CODE 2012 WASHINGTON STATE ENERGY CODE DRAWING LIST PO COVER SHEET PLUMBING P1.0 FOUNDATION - PLUMBING P1.1 LEVEL 1 - PLUMBING P1.2 LEVEL 2 - PLUMBING P1.3 LEVEL 3 - PWMBING P1.4 LEVEL 4 - PLUMBING P1.5 LEVEL 5 - PLUMBING P1.6 LEVEL 6 - PLUMBING P1.7 LEVEL 7 - PLUMBING P1.8 ROOF PLAN - PLUMBING PI.9 DOMESTIC WATER SCHEMATIC & RISER DIAGRAM P1.10 008E5RC WATER AND SANITARY RISER DIAGRAMS P1.11 SANITARY RISER DIAGRAM P1.12 SANITARY RISER DIAGRAM P1.13 SANITARY RISER DIAGRAM P1.14 SANITARY RISER DIAGRAM P1.15 DETAILS PLUMBING P1.16 DETAILS PLUMBING CITY JAN 1 1 2016 PERMIT CENTER SEPARATE PERMITAND APPROVAL OCEAN PARK MECHANICAL II4St,14900 INYFRMPAN4VE TMEIMIO 681 YF,WA66466 FA504486m6 744444 PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA98188 REVISIONS DATE DESCRIPTION 12/22/2017 60% CD SET DRAWING TITLE COVER SHEET PLUMBING DATE DECEMBER 22, 2017 DRAWN BY PW SCALE NOT TO SCALE PO UIRED 6'0 STORM 0 2% (19,360 S.F.) INV. El. 0 BIDG. 24.37' - REFER TO CIVIL DRAN1NGS TYP AT VENEER 550S162=54. 0 16' 00 STUD WALL TYP AT EXT COL 12" CONC WAL W/ #5 VERT © 12"0C OF & PRIZ 0 12"O9 CF / 30"OP THKND SLAB -4"0 FO FA •aC-2 430 24P007 EXT, UNO 00 SAN. 01% INV. EL 25.39' STL STAIR PER A SUPPLIER 12" CONC WALL W/ #6 VERT 0 12"0C EF & #6 HORIZ 0 12"0d EF �30"DP THKND SLAB 12" CONC WALL W/ #5 VERT 0 12"0C EF & #5 HORIZ 0 12"0C EF 4'0 SAN. 0 1% INV. EL 24.50' 12" CONC WALL W/ #5 VERT 0 12"04 EF & #8RI2 0 12"0C EF STL STAIR PER SUPPLIE 30"DP THKND SLAB 12" CONC PARTIAL HEIGHT CONC WALL TYP AT VENEER TYP AT CMU B" CMU WALL W/ #5 VERT 0 32"0C & (2) ¥NAOIZ 0 48"0C, TYP 1 CONC WALL W/ #5 T 012"0C EF & M RIZ 0 12"0C EF, TYP A NG GRID C.10, UNO TYP AT EXT STUD 8'0 STORM 0 2 (19,360 S..) INV. EL 2 .92' 6'0' STORM FA (10;700 S F1I 6"0STOR 0 ) 046,0 so. FT.) 6'0 STOft FA (8,660 SO.I FT..) INV. EL. 25.87 4N0 SAN. A (40) 3"0 FLOOR TYP AT r INT COL 16" CONC MAT SLAB ON GRADE PER PLAN NOTES T/SLAB = 28'-0" TYP AT INT COL 6"0 STORM 0 1% -(8,660 r0) INV. EL 2 55' 30"DP THKND SLAB TYP AT EXT COL 600S200-43 0 290003- EXT, UNO" — ST 12" CONC WALL W/ #5 VERT 0 12"0C EF & #BRIZ 0 12"0C EF 16" CONC MAT SLAB ON GRADE PER PLAN NOTES T/SLAB 60"DP THKND SLAB-\ r-i 4'0 FD FA 4'0 FLOOR DRAIN FA TYP AT CMU JAY R. SMITH MODEL #8025 GR'ASE IN1ERnvm0 EXTERNSI. P100 0���vi 4, WI TI1 D EXTERNAL FLOW CONTRO 2 x 2 NTS TO ABOVE. 48" 4'0 FLOOR DRAIN FA 22"DP THHjSLAB 4"0 SAN. 0 1% (59) 12" CONC WALL W/ #5 VERT 0 12"0C EF & 66841Z ®12" C CF 12" CONC WALL W/ VERY'0 12"0C EF & 08RIk 0 12"0C 12" CONC WALL W/ #5 VERT 0 12"0C EF & 8" CMU WALL W/ #5 VERT 0 32"0C & (2) 00RIZ 0 48"0C, TYP AT CMU V�60"DP THKND SLAB 12" CONC WALL W/ #4 0 18"0C EW EF TYP AT PERIMETEI 12" CONC WALL W/ #5 24"DP THI40 SLAB VERT 0 8"0C EF & WIZ 0 8"OC EF STL STAIR PE17 SUPPLIER ' 1111 111 I 16 00 L-54 i 6'OC 8 CMU WALL W #5 TYP AT ftT 0 32"OC (2) CMU 4 . SA „ 1%7 W113RIZ 0 48"0C, ITYP 4" CONC SLAB W/ #4 0 18"OC EW GIRD /ER R010 INSULATION PE PLAN NU ItS 4°0 (11 INV. SAN. 0 i% EL 22.58' FL00R DRAIN FA TYP AT INT COL TYP AT INT COS TYP AT PER ETER SAN. 0 75 INV. EL 25.13,E 600S/00-43 0 36"DP THKND SLAM 30"DP THKND S 2"0 VENT TO AB0 AMPUNG TEE 4'0 SAN. 0 1% (75) INV. EL. 24.26' 30"DP THKND SL 8'0 STORM FA (197345 04 FT.) INV. EL 25.71 o--t I' L i 600S.00-43 0 I T4'FXTAI4U'<a (115) 46"DPr88VKPO 4'0 SAN. 0 {% INV. EL. 22.7A' /-30"DP THKND SLAB AT ]ER I 8'0 STORM 0 2% INV. EL 24.52' TYP AT - REFER TO CIVIL DRAWINGS VENEER ■— TSP AT VENEER AT EX STUD TYP AT VENEER 8'0 STORM 0 2% (19,345 SQ. FT.) TINS'.. 25.58' ER COL AT ' EX STUD Y0 VENT FROM 01L INTERCEPTOR TO ABOVE 8'0 SAN') 0 2% (2,239 F111) INV. EL I0 SSSCO 20.96' - REFER TO CIVIL DRAWNG4 0. SI 12" CONC WALL W/ #6 VERT 0 12"OC EF & #6 HORIZ 012"OCIEF 4"0 HUEli DRAIN FA DRAI^1IN5 NOTES: 4N0 FL00R DRAIN FA VVECEIV1SI Car. 0= TU'.<`;/ILA JAN 11 2018 PERMIT CENTER JAY R. SMITH MODEL #8460 GREASE INTERCEPTOR (100 GPM FLOW RATE). GARAGE OIL INTERCEPTOR OLOCASTLE PRECAST MODEL #253-SA-125 125 US GAL Op! GAS TIGHT ACCESS LID, OUTLET TEE CAPPED AT TOP & TRONIC TRAP PRIMER DISCNARO,G., GAL MIN. PER DAY INTO TOR TO MAINTAIN TRAP SEAPG ARATE PERMITAND NLEr78' APPROVAL OU 2.61' REQUIRED` BASE EL 21.0' OCEAN PARK MECHANICAL PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 REVISIONS DATE DESCRIPTION 12/22/2017 60% CD SET DRAWING TITLE FOUNDATION PLUMBING DATE DECEMBER 22, 2017 DRAWN BY PW SCALE A"=1'-0" IMWMIEML©© ©;0; . a ��Nies ■®1 Q. ©,Ml r �Q■E© cc�lYMMOMII o �• l�l ■ ItMM___ ■■MMi1■■■■-it—■ti■I.1M■■=■=■■■■■■■■■■u�■■■■iM■■■■II�IINMKM■��•_�•** ■■1=®�`!■■■r mom■■■ �o �■■ ermmru■m J■mmmmm■■Q!rdm■■■L■■uI■Jmm■■■�■I�If�I ICllI�I��ni „� -_±■•I._�•�F_•pIII Im■m■ li■imi�■ �■ oom■o■■■■■a■■■■■■■■��II■mo�a■Iu�■■_ • 1010 ■■1........ - ..I! - 9immimmim■m9m ,TNmi■immma, ,.im�� •�C� yy i ]� "., s���■�:r ■■■� ■■dell RAMP DN ' DV :w��i•����♦♦. �� I 4"0 SAN. FA (130) 4"0 STORM FA (4,000 S0. FT.) 4'0 SAN. a 1% (72) DOWNSPO NV. EL 37.36' 2"0 WASTE FA (2) NV. EL 37.75' V 3"0 (2) HLINE V 470 SAN. 40 1% (64) FI 4'0 FLOOR DR (8) 4'0 STORM EA / D0 (1,850 SO. FT.) 0— 1'6'0,SAN. FA / DN. (357f,, DRAWING NOTES: INCOMING 6'0 D.I. DOMESTIC WATER MAIN (2;552 - REFER TO CIVIL DRAWINGS Q2 INCOMING 8'0 D.I/SPRINKLER MAl).� - REFER TO CI1/11. DRAWINGS,' O3 JAY R. SMITH MODEL 4802°5 GREASE INTER«.• •" (25 W/ GREASE CAPIAg26 0/ 50 LBS.) VATH 4E 01ERNAL FLI CONTROL REFEB TO 'A' ON DRAWING ° . 4. ® JAY R. SMITH 1,1636EL, S490--H20 GREASE INTERCEPTOR «yam GREASE CAPACITY), i ESOFFICE 1241 4"0 SAN. :FA 3, STORM FA / DN. 03,660 S0. FT) 1 4'0 SAN FA (45) 4"0 FL. DRAIN FA INV. EL:7.64' ourAwe g II adk !P4fr ionimain toomummo m,,,m■ ■miffs lmagass kiiac■um tit mum irizam I11■■ IIIIII mum omit= ■■■■■I ,•prTI" ■■■■l ism ma [1 ■UM% o �dm A 111 VENUE ■R' r;Il' 4u1c■■■l emu IWI" PleAMIIIMEMJ 1111111111/16 �nt� I�r`� V� , �� lommem `p ,�H■■■-_ I RINNLER � �mt�n:■■go . ■■■■ PeBNIIII ■■1 FIRECON G I{`".-'N'��\%■■■■■I I pAYAILrn ommis Q ASV • z,os i�tfT% ��� liHOSE BIBB - 4.3 FA / DN. 0 GAS) 2 PS 4.6 (610 CFH) 0 GAS e 2 PSI 244 CFH) I AS ME1ER (SUPPLIED M INSTALLED BY 'SE). TOTAL CONNECT/ LOAD = ,244 CEN. '0 IRRIGATION TA 05 GPM) 0 HOSE BIBB FLOOR DRAIN 0 HUB DRAIN ANDOVER PARK E RECEIVED CITY OF TUKWIL A WAR 02 20(0 PERMIT CENTER 'OR INCOMING WATER WRY SCHEMATIC, 'EFER TO DRAWING P0.6. SEPARATE PERMIT AND APPROVAL REQUIRED OCEAN PARK MECHANICAL 98168 FACSIMILE MCA.. PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 REVISIONS DATE DESCRIPTION 02/09/2018 90% CD SET DRAWING )1TLE LEVEL 1 PLUMBING DATE MARCH 2, 2018 DRAWN BY PW SCALE A"=1'-0" P1.1 s- CD 4'0 0 (4,067 S 40 TO (4,0 S DN. FL) FA FT.) 4.0 SOOR DRAI 6"01,FORM 0 1% (6,7 SQ. FT.) INV. L 46.19' DRAIN-F* (175 SQ. FT.) W5tAFT*)*N AA 3"0 AREA DRAIN FA (750 517. FE) 2'0 0005 DRAIN FA (175)SQ. FT.) INV. 71.. 47.89' STAI w 276 4'0 STO M FA (3,990 Q FT.) . -EL. 47.77' ANCE OF Et 42 SF LSTAIR A IS200A1 IT 502 SF 11.1111M, IMF `MI,/ 11., NW ,11,1111,11111,1111,•• AGE ro GAS 0 2 PSI (266 CFH) 170 AREA DRAIN FA (140 SO. FT.) 2:0 AREA ORAOLFA (195 SQ. FT.) 60 STORM 9 I% 0, (3,765 S.F.) INV. EL 46.83' 3"0 AREA DRAIN FA (750 SQ. FT.) 3"0 AREA DRAIN FA (750 50. FT.) 40 GAS 0 2 PSI\ (266 CFH) 2"0 AREA DRAIN FA (140 SQ. FT.) 6"0 STORM 0 1% * X (3,990 S.E.) UN/T 8,1 I 222 826 SF 00 M N. L L4'0 RWL FA- — (3,420 SQ. F . 20 PARKING 200A I re, 27891 Sto 1% - 3'0 AREA DRAIN FA 1(750 SQ. FT.) 1.0 OAS 0 2 P51 L., 10870 UFO ro GAS 0 2 PSI (17,570 CFH) 4'0 4.0 STORM • (WEL4)S17;4 2'0 AREA DRAIN FA (215 SQ. F).) 2"0 AREA DRAIN FA (195 SQ. FT.) co CO STORM 0 1% (7,390 S.E.) INV. EL. 47.30' 4'0 RWI, FA (3,400 50. FT.) 1511110=0.••••080.-.0000.0000111111111111RWIIIIIIMEMIIII591.;21M GAME ROOM/ SEATING 203 j 906 SF 0 AIINICIMPA.11,4111111. (2,750 SO 6'0 STORMI 0 1% (5,240 SQ. FT.) INV. EL. 4 .06' 15.0 HOSE 088 PC3E1111113: M111111111 WESTIS 4'0 RWL FA (2,850 SO. 170 AREA DRAIN FA (750 SQ. FT.) 3"0 AREA DRAIN FA (750 SQ. FT.) INV. EL. 47.89' 770GAS 0 2 PSI OM? UV 11770 GAS 02 PS1 (2,100 UN) 0 EXIT ELEVILOBBV., 6'0 STORM 0 1% (10,595 S.F.) INV. EL. 46.811 4'10 RWL FA / ON. CIRCULATION 2° I READING ROOM/ °URGE 2'0 GAS 0 2 PS FROM 9710 (7,117? CFH) ro STORM DN. ((9,345 SQ. FT.) (NV. EL 46.0' N 0 4' 8' 16' LA5-5 CEP/ 05 T1L1E.,E,L, JAN 1 1 2018 PERMIT CENTER DRAINING NOTE-5. ih'16 GAS 0 2AI '19.16D(2,100 CFH) & 4'0 DOMESTIC COLD WATER 0 MURDOCK MFG. FRU2 BELOW GROUND FREEZE RESISTANT VALVE SYSTEM. SEpARA, PERMIT Pb APPROVAL REQUIRED fr OCEAN PARK MECHANICAL 048510400I5ER0044555E TELEPHONE 206.6741553 SENCILE,WA418168 NO:SMILE PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 REVISIONS DATE DESCRIPTION 12/22/2017 60% CD SET DRAWING TITLE LEVEL 2 PLUMBING DATE DECEMBER 22, 2017 DRAWN BY PIN SCALE }i3".1I-0° P1.2 CONTROL GRID 0— 2`0 AREA DRAIN (175 SQ. FT.) 3"0 AREA DRAIN (750 SO. FT.) 3"0 AREA DRAIN (750 SQ. FT.) MATCHLINE 2"0 AREA DRAIN (175 SQ. ET.) CD- 0 8 CONTROL GRID UNIT A.2 jh"0 HOSE NBB0 44754 1"0 IRRIGATION POINT OF CONNE (?? GPM) SHAFT F R FU Eli EALlp M. E KIT.k{€W.#A]99— SIZE TER` i x7-2, SHOWN IHROCENFEOF 500 SINN69. 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Clr4i■.■■.r■■■■■ ■ t! Ai � Yr�1� t t�'I■■■ � al' ii pvp■A■■■■■ 6e ■ ■■■■■•■■ ■■■■\i.■■■■■ ■■■■■■■/■■■■EA�I■■ifiiil■■�\I ���i: a- . ■ Imam ■■■■6a■■■■■ ummmosommutzwidi mu 1111°°11 MOP EMMEN ill Oil iii Tie 3'0 AREA DRAIN (750 SO. FT.) 4"0 RW_ FA / DN. (2,850 SO. FT.) 0007.S 306 ITCHEN )5"0 HOSE BI88 492 SF 3"0 AREA DR IN (750 SQ. FT.) , S0R, GAN WESHIFf THIS 0000COW. TOALIGN WITIIREDUNEAE M FLEX AREA UNIT H.2 * HALO 492 RtL FA d ITRF (2,820 SO. F F.)43 SF 2.4 4.3 5.3 RECEIVED CPTV OF TUKWILA: JAN112018 PERMITCENTER SEPARATE DRAWING NOTES: APPRp�AC�— REQ(1(RE Q 1(0 0 GASH ,t00 CFH), ?"0 DOMESTIC HOr WATER I RECIRC. FB / TA (30 GPM , ?°0 S.S. DOMESTIC COLD WATER FB / TA (?,??? FU) k ?"0 DOMESTIC HOT WATER FA / TB (??? FU). OCEAN PARTS MECHANICAL NW EURBANA•E. TELEPHONE 20.744553 SEM,, VAS. 8 FEMME 206744564 PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 REVISIONS DATE DESCRIPTION 12/22/2017 60% CD SET DRAWING TITLE LEVEL 3 PLUMBING DATE DECEMBER 22, 2017 DRAWN BY PW SCALE P1.3 o - 0- 0- 0— MATCHLINE {0- 0— r- T L I id UNIT C.2 I 402 1210 SF UNIT C.2 I 421 1 1210 SF UNIT C.2 1 451 1 1200 SF UNIT C.2 1 453 1 1209 SF r.• 1721711 -my UNIT 13.2 + BALL 1 423 j 765 SF UNIT 13 2 + BAL 1 449 1 765 SF UNIT A 1 462 1 507 SF UNIT B.2 + BALC 1 422 765 SF UNIT A I 1 450 509 $F UNIT 8.2 BALC 1 424 1 765 SF 4 4 1 UNIT BS + BALC 425 765 SF UNIT 13.2+ BALC 427 6 UNIT B.2 + BALC 1 445 1 764 SF UNIT B.2 BALC 1 426 765 SF UNIT 8.3 1 429 1 765 SF UNIT 8 4 TIIBEAr 701 SF W11111-KII o o '''11.••=1,201:0 40 RWI. FA / DN. (2,850 SQ. FT.) UNIT AS 435 1 575 SF UNIT AS 1 437 571 SF TRASH 69 $ U IT 11.2+ BALC 1 444 764 SF UNIT A.2 1 430 1 1=11 tir/ In I Fs' aim A 5 HYPE A) 661 j 757 SF D ,r! UNIT A 4 I 439 I 73/3-S RWL FA PBTAIR B 1 105 SF LEC CLOSET I 402 1 79 SF 105 1 004 1 127 SF z E 40 RWL FA / DN. (2,490 SQ. FT.) uB1-40.5 932 I UNIT B.2 + BALC 1 438 .1 765 SF UNIT CS 1 440 1 ',NSF UNIT C.3 .1 1277 SF N 0 4' V 76' —CD —o -(D JAN 11 2018 PERMIT CENTER EQ L RSErupAiE.,, PERIvrmre APpR,INAID DRAWING NOTES 1900 OAST) ' RECIRC. FEI / TA.'(30/ ,Q440.0rCF1i0 .2",0.0mOMErc0C wHOTwAWTEAllfiR 50 / TA (?,??? FL) & 00 DOMESTIC HOT WATER FA / TB (22? FU). OCEAN PARK MECHANICAL tr,341:07 1=IMPX AVE TELEP,....2+3474.4+64 NE PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 REVISIONS DATE DESCRIPTION 12/22/2017 60% CD SET DRAWING TITLE LEVEL 4 PLUMBING DATE DECEMBER 22, 2017 DRAWN BY PW SCALE P1.4 UNIT C.2 I 520 1 1210 SF 0- I- 0- I-- UNIT C.2 521 1210 SF C- 0- UNIT C.2 I 551 1 1209 SF 0 C- UNIT C.2 I 553 1 1209 SF 0 UNIT 8.2 + INALC 522 765 SF UNIT 13.2 + BALC 524 765 SF CORRIDOR 500A 1 7 2464 SF UNIT 8.2 + BALC UNIT 8.2 + BALC 1 526 1 I 528 765 SF 765 SF 40 RWL FA / DN. (2,750 SO. FT.) UNIT B.2 + BALC UNIT 8.2 + BALC UNIT 13.2 + HALO UNIT 8.3 I 523 1 1 525 1 t 527 1 I 629 1 765 SF 785 SF 755 SF 785 SF UNIT 8.2 + SPEC [ 549 j 765 SF UNIT A.1 j 552 I 507 SF UNIT A.1 550 I 509 SF UNIT A.2 F-5,71-1 575 SF UNIT (3.2 + BALC 1 sas 1 764 SF 4(.31104:(1,10.s..,TFT/IL. UNIT 0.2 + HAW 1 754 1 764 SF UNIT8/11' 1 543 1 UNIT Al j 535 575 SF UNIT A.2 TRASH saa 1 69 SF U IT 82+ SACC saa I 764 SF UNIT A..1 539 1 738 SF UNIT 8.2 + BALC saz 765 SF CO IDOR 24 4 SF E EC. CLOSET 1 502 I 79 SF IDF / ELEC I 503 127 SF UNIT C.5 L000J 1191 SF UNIT B. + BALC 1 534 1 76 SF UNIT B.2 + BALC 765 SF UNIT°. 1 540 1 1186 SF 40 RWT FA / DN. (3,080 SQ. FT.) UNIT C.3 I sal I 1277 SF •3„ 2J, 0 4' 8' -o DRAI4IN10 4230114. 70 N C30117 Or JAN ¶ 1 2018 PERivliT CENTER SEPARATt. PER44 A4A/0 1(54 CAS'W : 0 ,I00 CFR), 7.0 1009'WOIL RZCO VAL RECIRC. FB / TA (34 GPM , ?NI S.S. DOMESTIC COLD WATER FB / TA (0779 FU) & 500 DOMESTIC HOT WATER FA / 1B (227 FIJ). M OCEAN PARK MECHANICAL FOOS 10001N15011PSAN AVE. TELEPHONE 106.61.1-0553 WITTE WOMB EACEEPLE Nos67445. PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 REVISIONS DATE DESCRIPTION 12/22/2017 60% CD SET DRAWING TITLE LEVEL 5 PLUMBING DATE DECEMBER 22, 2017 DRAWN BY PW SCALE Ig-11-0" P1.5 0- 0- UNIT C.2 I 621 J 1210 SF UNIT C.2 1 651 1207 SF r s 1111111111m. iir-OP1 II !li IIiiii 1195 SF anaTAM1' UNIT C.2 653 1209 SF , (153.75) Fr 1 40 RWL FA (3,990 SQ. UNIT 13.2 BALC 1 623 I 765 SF UNIT 13.2 + BALC sas 765 SF UNIT A.1 1 852 I 507 SF UNIT 8.2 +BALC I 622 705 SF 0 (198.115) UNIT B.2+ BALC F G E 2W0 COPPER \ UNIT A1 aso 509 SF (An BALC I 625 1 765 SF UNIT 13.2 + BALC I 647 I 765 SF (289.375 1, I 60 81 631 SF UNIT A, I 648 I 575 SF UNIT 8.2 BALC I 626 I 765 S ORRIDOR 2 0 1 6069, 1 UNIT B.2 + BALC I .7 765 SF UNIT 13.2 + BALC I 695 I 769 SF (380.6)5 4.0 RDt / DN. (3,400 S . FT.) UNIT 8.2 + BA I 646 I 764 S UNIT 0.2 +BALC 628 I 765 SF 40 R / DN. (2,75 .) UNIT B 3 629 1 785 SF anima crI7PDAr 4.0 RWL FA / 08. (2,850 SQ. FT.) UNIT A.2 635 ( 575 SF UNIT A.5 1 637 5, SF TRASH I 604 69 SF U IT 15.2 + BALC 1 644 I 764 SF UNIT A 2 I 630 1 576 S RES. STORAGE 1 601 250 SF UNIT A.S TYPE A) UNIT A 4 I us 738 SF ,tvo, (1,787.7 UNIT 8.2+ BALC I .2 I 765 SF ELEV 1 (605425)- ELEC CLOSET 602 79 SF UNIT C.4 I 551 I 1320 SF (680.75) 40 RWL FA / DN. (2,490 SO. FT,) UNIT C.5 I 656 1 1191 SF UNIT 0.2 + BALC I 634 76,sF IcM5 40 FONT FA TINID43.5 SALO (2,820 SQ. FT.) I 636 1 765 SF ISMEI I 195 S 4"0 (1,035.875 IDF en 127 SF (1,111.5) (1,187 125 (951.625) UNIT B.2 + BALC I 638 I 765 SF UNIT C 6 640 1186 SF 4.0 RWL FA / DN. (3,080 SQ. FT.) UNIT C 3 I 641 I 1277 SF 8' -0 DRANIN5 NOTES: 16' N JAN 1 1 2018 PERMIT CENTER SEpARivre 15,807601 PERMITAND ti ,100 cm),6181A0T RECIRC. 113 / TA (34 GPM , ?"0 S.S. DOM 78 (7 447 FU) 8 ?"0 DOMESTIC HOT WATER FA / 79 (???R M OCEAN PARK MECHANICAL 921.3.1490015112511.01AVE 10.28110115 20.7.4553 88/511.5.118911168 ROME 20687.564 PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 REVISIONS DATE DESCRIPTION 12/22/2017 60% CD SET DRAWING TITLE LEVEL 6 PLUMBING DATE DECEMBER 22, 2017 DRAWN BY PW SCALE A"=1'-.0" P1.6 0- 0- 0- O I- O • UNIT0.2 06 1210 Sr UNIT C.2 1 10SFI UNIT C.2 I 751 I 1209 SF UNIT C.2 753 1 1209 SF UNIT B.2+BALL UNIT 8.24 BALL 72I 765 SF 3"0 ROOF DRAIN FA / 4"0 RWL DN. 3,420 SQ. FT.) COR IBOR UNIT B.2+BALC 1726 ) 765 SF 2'0S 00. SF 2'0 3'0 OPPER 3'0, (475. (215.25) �... - ION UNIT 6.2+NALC UNIT B.2 + BALC 1723 I -"„ 1725 ) 765 SF 765 SF UNIT 8.2+ BA 1 749 1 765 SF '0 OVERFLO FA 2'0 (155.625LOR 3'0 ROOF DP N FA / i F 4'0 RWL DN. (3,990 SQ. UNIT A.1 I 752 507 SF UNIT B.2 + BALC I 747 I 765 SF 2'0 3`0 COPPER (234.375) (273.75) UNIT 12.2+BALC 758 I 765 SF UNIT B.2 + BALC I 745 1 764 SF (313.125) UNIT A.1 UNIT A.2 UNIT B.2 + BALC I 750 1 I 748 1 I 746 1 509 SF 575 SF 764 SP= _N_ �_ N 127 SF 88. UNIT CA 1320 SF 3'0 ROOF DRAIN FA / 4'0 RWL DN. (2,490 SQ. FT.) UNIT C.5 I 658 I 1191 SF (606.375) (23*0 R0S GRAIN FA 3'0 OVERFLOW FA (677.25) UNIT 8.2+BALC 734 765 SF LILU =`•,. 4.0 (748.125) - 3'0 OVERFLOW FA u�ll CFA / 1 4' (2,836taFFT.) 4'0 COP (813) IL l _- i� E. 4'0 00• CIF 622.871 ��; 4"0 o (564.75) (7791625) UNIT B.2 + BALC I 738 I 765 SF - ),' 898 62 PSI TO MUA-R-2 20 3'0166EigIW FA 3'0 00F DRAIN FA / 4'0 RWL DN. (3,080 SQ. FT. (564.75) UNIT B.2+BALC 728 I 765 SF 3'0 ROOF DRAIN FA / 4'0 RWL DN. 2,750 5Q. FT) GAS 0 2 PSI TO MUA-R-1 ABOVE I (250 CFH) UNIT B.3 729 I 785 SF 0 UNIT A.2 I 735 575 SF UNIT A.2 I 737 1 571 SF UNIT 8.4 (TYPE A) 743 I 701 SF 6F0 TL391.875) (431.25) 3"0 OVERFLOW iA UNIT B.2 + BALC I 744 I 764 SF UNIT Al 730 1 576 SF 4'0 (490 1'0 (450 .CLOSET 702 I 79 SF UNIT A.5(TYPE A) I,■ 1 1040 I 767 BA RWL ON. (2,850 50. FT UNIT A.4 I739I 738 SF1'0 GAS 0 2 PSI (450-CEND---0 ELEV 2 (1,41..25) STAIRS GAS 0 2 PSI 0 CFH) UNIT B.2+ BALC 765SF1 UNIT C.3 1 741 1 1277 SF z.a 4.3 - 72 N v o. JAN 1 1 2018 ppARAT4:ftIViliC 475H DRAWING NOTES: AP(RQ�TAND �1 WO WATTS y009-0TS RPBA FOR'1RRE(gASHT WATER). IQ 1'/2'0 GAS CO 2 PSI FROM BELOW (2,100 CFH), 2'0 DOMESTIC HOT WATER RECIRC. FROM BELOW (34 GPM), ?'0 SS. DOMESTIC COLD WATER FROM BELOW (o 17? FU) & ?'0 DOMESTIC HOT WATER TO BELOW (??? FU). ty0'0 GAS-0 2 PS(T0'8 2f(1,400 CFH), 2'0 DOMESTIC HOT WATER RECIRC. TO ABOVE (34 GPA1) . 0 S.S. DOMESTIC COLD WATER TO ABOVE (?,??? FU) & ?'0 D0MES11C HOT WATER FROM ABOVE (??? FU). OCEAN PARK MECHANICAL ILA F wn 1=11PHAN AVE. F 52,: .7,9-0553 PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 REVISIONS DATE DESCRIPTION 12/22/2017 60% CD SET DRAWING TITLE LEVEL 7 PLUMBING DATE DECEMBER 22, 2017 DRAWN BY PW SCALE P1.7 3"0 ROOF DRAIN & 3'0 OVERFLOW (4,000 SQ. FT.) 1 114 . 12" 3"0 R4000F DRAIN & 3"0 OVERFLOW FOR (200 1/4" AT r I I ( 1 I AS 04 2 PSI FROM BELOW 'ITORE KITCHEN MUA I ) 1 1 L J /4" : 12" R UPPER ROOF R ROOF. SPLASH S (385 SQ. FT.) ELEV. ONTROL RIR 56 SF 1/4" :12" 3"0 ROOF DRAIN & 3"0 OVERFLOW (2,490 SQ. FT.) 3"0 SCUPPER FOR '•ER ROOF DOWN TO LOWER ROOF. SPLASH PAD 8Y OTHERS (140 5Q /4" : (12" P1 1/4" : 12" 1/4" ! WATri oILE oSF Ov IIIIO— 88.1 3"0 ROOF DRAIN & 3"0 OVERFLOW (2,850 SQ. FT.) SCUPPER FOR UPPER 100F DOWN TO LOWER ROOF. SP1'SH PAD BY OTHERS (270 SQ. FT.) STAIR 9 Iseooej 194 SF 1/4" : 12" ELEV. CONTROL RM 802 1 84 SF 1/4" . 12" /4'o GAS 04 2 P: FROM BELOW (250 CFH) 1/4" : 12" 3"0 ROOF DRAIN & 3"0 OVERFLOW (3,080 SQ. FT.) 2.4 4.3 JAN 1 1 2016 ,?001111T CENTER Sep„99 DRAWIN5 NOTES: R QO,P fr O Q�79F0 IA "0 GAS" ^ W (1,400 CFH), 2 4 DOMESTIC HOT RECIRC. FROM BELOW (34 •M), ?"0 S.S. DOMESTC COLD WATER FRO1 BELOW (?,??? FU) & 11"0 DOMESTIC HOT WATER TO BELOW (9 ??? R1). OCEAN PARK MECHANICAL AV WA 98160 PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 REVISIONS DATE DESCRIPTION 12/22/2017 60% CD SET DRAWING TITLE ROOF PLAN PLUMBING DATE OECEMBER 22, 2017 DRAWN BY PW SCALE "=1'-0 P1.8 ROOF HW (58.125) y£ HW (59.625) 1w" HW (39.375) HW (43.5) IJ4' HW (58.125) ROOF p DO LEVEL 7 p D4 A 1J¢' CW (75.625) ❑ O ►4 A Ez, D'J*., 1J¢' CW (71.625) ❑LEVEL i�' CW (44.375) ❑A p DG i" CW (58) © iYt" CW (78.725) 7 194 2 '" >i 2 M 2 '`� 94 t DC IX" HW lam- LEVEL 6 ❑ �- 1y' HW (46.5) ❑ IT CW (60.5) A _ p D4 IX. NW (51.75) '` 1)4" CW (62.75) A p-D6-- ❑ p D7 IT HW (31.5) IX" CW (35.5) A p �- tyq' HW (35.625) i�' CW (49.125) D 9 ❑ p �- (46.5) ij#" CW (63) LEVEL 6 LEVEL 5 ❑ B p D4 ^ 1y" HW (34.875) ty4" CW (45.375) ❑A p1=-..--D4 ^ IX HW (43.875) '" 1%4" CW (53.875) ❑A 0 G1 1HW (23.625) ' 1" CW (26.625) E 1' HW (27.751 s"' 1(4 CW (40.25) DG IX HW (34.875) iy CW (47.875) LEVEL 5 LEV7:L 4 1° HW (23.25) ty4" CW (30.25) X" HW (11.625) _- �4 CW (15.125) ❑ 7Q ty4' HW (36) ty4' CW (45) ❑ 34" HW (15.75) 1' CW (17.75) 34 HW (7.875) �" CW (8.875) O p 1' HW (19.875) � ty4' CW (31.375) © 1" HW (23.25) iy4" CW (32.751 34 HW (11.625) 1• CW (17.625) LEVEL 4 LEVEL 3 ❑ 004-9 yf0 BALANCE VALVE (1 GPM -TYPICAL) ❑ p I" HW (28.125) W. CW (36.725) HW (2025) r. 1 CW (27.25) 3' HW (8.625) )4'" CW (2.125) - y4 HW (7.875) #'0 BA ANCE VALE 3'4" CW (8.875) / (1 GPM -TYPICAL) FD4-2 4°0 BA ANCE VALVE (1 GPM -TYPICAL) >4 34° HW (121 Y CW (22.5) (4.12 4" HW (4.125) CW (13.625) I B' J f pFp4-2 )4'0 BALANCE VALVE (1 GPM - TYPICAL) LE _ ..� LEVEL 2 1,1 C! ❑E 34'" CW (2.5) 1.5) VA W' CW (6.5) (1�GPM UNTYPICAL LEVEL 2 C 1064-r--- HW (50.125) I(4 CW (75.625) WATER BOILER ROOM #803 ROOF t )h' HW (59.625) 1)4" CW (71.625) ©©oommmmmlDmm IX" HW (39.375) 1y4" CW (44.3751 1)h" HW (58.125) t}#' CW (78.125) WATER BOILER ROOM #803 ROOF EVE_ 7 4'0 S.S. -� (1,475.25) (41,04755.3..25)HW� 4'0 CW 1-0- 1,475.25 (1,787.75) LEVEL 6 (34 GPM) LEVEL 5 -14 2'0 - 'r LEVEL 4 (30 GPM) LEVEL 3 LEVEL 2 6"0 5.5. (2,552) LEVEL I 4'0 BYPASS PR 1'0 (1.05 GPM 1O POC /2) -� 1'0 (1.05 0PM POC j1) DRAIN (GLOBE VALVE) WATER METER SUPPLIED BY OWNER, WIRING BY OTHERS 'ATTS MODEL #115 PRV WITH 1110 WATTS MODEL 007M2QT-S DOUBLE CHECK 'AT15 MODEL #223 BYPASS VALVE 6101*8LY FOR IRRIGATION 4'0 4"0 S.S. \(1,475.25) \(1,475.25) 1'0 L2.0 (34 GPM) x�� COMPRESSED AIR QUICK COUPLER (SUPPLIED BY OTHERS) MASTER VALVE (SUPPLIED BY OTHERS). WIRING TO IRRIGATION CONTROLLER BY OTHERS. 1°0 WATTS U5B-Z3 PRESSURE REDUCING VALVE. IN-UNE FLIER (SUPPLIED BY OTHERS) INCOMING 6'0 D.I. DOMESTIC CW (2552 FU / 380 GPM) 6'0 WATTS MODEL #994 REDUCED PRESSURE BACKFLOW PREVENTER PIPED TO FUNNEL FLOOR DRAIN HEAT TRAP P/T LEONARD 1M-20208-3PS TEMPERED WATER MIXING STADON (0R APPROVED EQUAL) BALANCING VALVE #2 ISOLATION VALVE BALANCING VALVE #1 3'0 - TYPICAL GENERAL NOTE= J: THE 2012 WASHINGTON STATE ENERGY CODE SECTION C404.9 DOMESTIC HOT WATER METERS, REWIRES THAT EACH INDIVIDUAL DWELLING UNIT IN A GROUP R-2 MULTI FAMILY RESIDENTIAL OCCUPANCY WITH A CENTRAL SERVICE BE PROVIDED WITH A DOMESTIC HOT WATER METER TO ALLOW FOR DOMESTIC HOT WATER B1WNG BASED ON ACTUAL DOMESTIC HOT WATER USAGE. 3"0 - TYPICAL T & P RELIEF VALVE PIPED TO DRAIN - TYPICAL VACUUM RELIEF VALVE (LOCATED ABOVE LEVEL OF STORAGE TANK). - TYPICAL (63 GPM) 4; 4'0, 2)h"0 1 1. COLD WATER PIPING BASED ON MAXIMUM VELOCITY OF 8 FEET PER SECOND FOR {WRSW>, COPPER AND DUCTILE IRON. 2 HOT WATER PIPING BASED ON MAXIMUM VELOCITY OF 5 FEET PER SECOND FOR COPPER, AND 8 FEET PER SECOND FOR DUCTILE IRON & WRSBO. 3 HOT WATER RECIRCULATION BALANCING VALVE SHALL DE )4'0, LEAD FREE, PRESSURE INDEPENDENT, 1,411 PT PORTS, 1 GPM. DIM DCW DOMESTIC COLD WATER DNW DOMESTIC HOT WATER MIME DOMESTIC HOT WATER RECRO (63 GPM) HOT WA1FR N - CF 0'10 WAWO PU - Fi7W ❑A WC, LAV. SH, KS, DW&CCU 7.875 FU -/4' 8.875 FU -#' O 2 x WC, 2 x LAV, BT, Si, K5, DW&DW 11.625 FU - 34'" 15.125 FU - 34" MEN'S WASHROOM #1088 & 1304 PUBUC 2 x LAV, WC & UR 1.5 FU - )4' 6.0 FU - )4' ❑O WOMEN'S WASHROOM #108A & #305 PUBLIC 2 x UV & 2 x WC 1.5 FU - 18" 6.5 FU - 18' 0 PUBLIC WC & LAV 0.75 FU - )6' 3.25 FU - (6' �F PUBLIC KITCHEN SINK 1.125 FU - )4' 1.125 FU - 16" © HAIR SALON SINK 225 FU - 18' 2.25 FU - (6" ❑H PUBLIC OUTDOOR SHOWER 1.5 FU - yt• ARa• �I HOT WATER HOSE 818E 25 FU - (8" ir' O A'yC��t(h�'/� �J COLD WATER NOSE BIBB - ��^ r2.5 N 'yy PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 REVISIONS DATE DESCRIPTION 12/22/2017 60% CD SET TAN t 1 2018 PERMIT CENTER DRAWING TITLE DOMESTIC WATER SCHEMATIC & RISER DIAGRAM DATE DECEMBER 22, 2017 DRAWN BY PW SCALE NOT TO SCALE P1.9 ROOF 1w" HW (39.375) K' HW (36) HW (33.375) 1K" HW (31.5) 144" HW (34.5) t}h" HW (59.625) ROOF LEVEL 7 A❑ ty" CW (46.875) ❑A B DC ty4" CW (40) 0 O - i " CW (39.875) i l O M ty4 CW (35.5) ODD atl- 1�q" CW (48) ❑B p M i'Jz" CW (82.125) �VA DG 2 ^ DG 2 "" GG 2 ^ DG 2 Owl 2 DG LEVEL 6 C�-El UG-' 1y4" HW (31.5) 1 y4" CW (38) E 4 ova 1" HW (28.125) 1y" CW (31.125) 0 O-DC� 1" HW (25.5) 7y4" CW (31) E oD--D�a- 1" HW (23.625) 1" CW (26.625) Ell �DQ- ^ i" HW (26.625) 1�4" CW (39.125) E O Dd ty4" HW (48) 1)§" CW (67) LEVEL 6 LEVEL 5 El C�-DQ-- ^ i" HW (23.625) 1° CW (29.125) A❑ 0 1.1 ^ 1' HW (20.25) 1" CW (22.25) 0 I�1DC_ ^ 1" NW (17.675) 1" CW (22.125) 0 H W ^ 34" HW (15.75) 1' CW (17.75) ^ / 344" CW (8.875) O DC ^ P HW (18.75) 1)&" CW (30.25) E O DC ^ i(44" HW (36.375) ly4" CW (51.875) LEVEL 5 ^ 3)" HW (15.75) '"4' {20.25) 3)" HW (12.375) 3)" CW (13.375) 3)" HW (9.75) 34" CW (13.25) -11:1140-2 ^ 3)" HW (10875) 1' CW (21.375) ^ 1" HW (24.75) 1y4" CW (36.75) LEVEL 34" HW (7.875) 34'" CW (11.375) h. HW (4.5) jh" CW (4.5) A '75" HW (1.875) h" CW (4.375) - 75" HW (1.125) W0 BALANCE VALVE )¢" CW (1.125) (1 GPM - TYPICAL) Dd WO BALANCE VALVE (1 GPM - TYPICAL) "0 BALANCE VALVE �4' CW (12.5) '}'4" HW 21.625)) 1 CW 1625 LEVEL 4 ❑; (1 GPM -TYPICAL) H i LEVEL 3 IAIJI R\ WO BALANCE VALVE (7 GPM -TYPICAL) 'GIG! R\ ` )3"0 BALANCE VALVE (1 GPM - TYPICAL) I-10404-2 1.1 •❑E i I1 0IliD1 O D® f B J ( ro (ice GPM B- ALANCE LEVEL 3 LEVEL 2 1] o R HW 1t.51 10 08 (4) LEVEL 2 LEVEL 1 LEVEL 1 gg8Ogg IN" HW (39.375) 1y4" CW (46.875) IK° HW (36) I11" CW (40) 1K" HW (33.375) 1y4" CW (39.875) HW (31.5) 1K" CW (35.5) GENERAL NOTES: THE 2012 WASHINGTON STATE ENERGY CODE SECTION C404.9 DOMESTIC HOT WATER METERS, REQUIRES 1HAT EACH INDIVIDUAL OWEWNG UNIT IN A GROUP R-2 MULTI FAMILY RESIDENTIAL OCCUPANCY WTH A CENTRAL SERVICE BE PROVIDED WITH A DOMESTIC HOT WATER METER TO ALLOW FOR DOMESTIC HOT WATER BIWNG BASED ON ACTUAL DOMESTIC HOT WATER USAGE. 7 1. COW WATER PIPING BASED ON MAXIMUM VELOCITY OF 8 FEET PER SECOND FOR MR580, COPPER AND DUCTILE IRON. 2 HOT WATER PIPING BASED ON MAXIMUM VELOCITY OF 5 FEET PER SECOND FOR COPPER, AND 8 FEET PER SECOND FOR DUCTILE IRON & 8RSB0. 3. HOT WATER RECIRCULATION BALANCING VALVE SHALL BE 1k"0, LEAD FREE PRE59ORE INDEPENDENT, VWTH PT PORTS, 1 GPM. Mean DCW DOMESTIC COLD WATER DHW DOMESTIC HOT WATER DNWR - DOMESTIC HOT WATER REMO. HW (59.625) 13" CW (82.125) FI4URF1W BUT WATER FB - 94F MOn WA1FR FU - 47F ❑A WC, LAV, SH, KS, DW & CW 7.875 FU - 3P 8.875 FU - 3)" ❑B 2xWC, 2x105. BT, SH, KS, ow & CW 11.625 FU - 3i" 15.125 FU - 3;" © MEN'S WASHROOM 4108E & 4304 PUBLIC 2 x LAV, WC & UR 15 FU - jh" 6.0 FU - 'f7' ID PUBLIWCMEN'SC2WASHROOMxLAV&2$1x 08AWC & 4305 / 5 FU - )y 6.5 FU - }3" O PUBLIC WC&LAV 0.75 FU-)¢" 3.25 FU-7" F❑ PUBLIC KITCHEN SINK 1.125 FU - )§" 1.125 FU - 76" © HAIR SALON SINK 2.25 FU - (4" 2.25 FU - )¢" H❑ PUBLIC OUTDOOR SHOWER 1.5 FU - }h" PC RA D i❑ HOT WATER HOSE 818E 25 FU - 74" TM@ APpRovAL REQUIli �J COLD WATER HOSE BIBS-12" OCEAN PARK MECHANICAL s TiLW.8168 RxnxA MC.. 20.744564 PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 REVISIONS DATE DESCRIPTION 12/22/2017 60% CD SET JAN 1 1 2018 PERMIT CENTER DRAWING 1111 DOMESTIC WATER AND SANITARY RISER DIAGRAMS DATE DECEMBER 22, 2017 DRAWN BY PW SCALE NOT TO SCALE P1.10 BACKFILL FINISHED CRAOE MIR DRAIN WYE-TYPE FITTING PIPED TO VERTICAL STORM DRAIN. n COMBINED RI. / 0RL STORM CRAN RELIEF PORT MOST BE TAKEN OFF N0 MORE MAN 20 FEET ABOVE GRADE RELIEF PORT SIZE TO BE EQUAL TO STACK BUT NOT MORE THAN 410 REWIRED. PIPED TO 610 STACK. PROVIDE 410 REUEF PORT. INSULATE & CAULK SEAL ANNULAR SPACE AROUND PIPE PENETRATION. OVERFLOW NOZZLE 1111-111111-111111_IIIIII_IIIII 111111_1111= STORM DRAIN REUEF PORT DETAIL SCALE: NOT TO SCALE 2' MIR DRAIN AS PER ME REQUIREMENTS OE 111E GE0-TECHNICAL ENGINEER 2" WEEP PIPE AT 6'-0' ON CENTRES MIR DRAIN SHALL CONNECT TO 4' PVC PERE PIPE WTH DRAINAGE FITTINGS AS PER THE COB. DCW SUPPLY TO HWT VACUUM RELIEF VALVE DRAIN VALVE TWO PAN DRAIN PERIMETER DRAIN DETAIL SCALE: NOT TO SCALE LAVATORY NESTED FLOOR \_ 4"0 8820 PERF P.M. IN A 12" DEEP TRENCH. PERFORATED PIPE WIH IW0 ROWS OF 1Q'0 HOLES SPACED 120' APART AND 4' ON COME BACKULL TO BE TYPE 4 (00 INCH WASHED GRAVEL), 01Y OF SEATTLE STANDARD SPECIFICATION 9-03.16. GEOTEX11IE FILTER FABRIC MEETING WSDOT STANDARD SPEGBCAIION 9-33. THERMOMETER DHW SERVICE TO FIXTURES T&P RELIEF VALVE -1, 2-2 & 2-3 ARE ROUND TANKS. PROVIDE TWO SEISMIC STRAPS - HOLDRITE QUICK STRAP WQS—so. HW1-2-1 IS A SQUARE TANK. IW0 LENGTHS OF UNI-STRUT ON TOP OF TANK, WWI TWO LENGTHS OF UNI-STRUT BELOW TANK WITH IF0 READY ROD SANDWICHING THE TANK BETWEEN THE UNI-STRUT. PIPED TO HUB DRAIN GALVANIZED SHEET METAL DRAIN PAN PIPED TO HUB DRAIN MEL PROVDE ACCESS TO DHWT IN CEILING SPACE LOCA10N TO BE COORDINATED WITH ARCHITECT. N01P ENGINEERING OF SUPPORT IS REQUIRED FOR GRANT' AND SEISMIC LOADS, AND WLL BE PROVIDED AS A DEFERRED SUBMITTAL. HOT WATER HEATER (NWT 1-1. 2-1. 2-2 & 2-3) DETAIL SCALE: NOT TO SCALE 2 N0. 1012P DIAMOND PLATE INSPECTION COVERS (12"x12") PROVIDE GASKET SEALED CAP INSPECTION/SAMPLING TEE VENT ON DOWNSTREAM SIDE OF INTERCEPTOR 8"0 HOLE TYP. EA. END FOR INLET & OUTLET INSPECTION & SAMPLNG TEE (SEE NOTE 3) INTERCEPTOR TO BE THOROUGHLY OUT PRIOR TO FINAL INSPECTION N0. 222P DIAMOND PLATE ACCESS DOOR (24"x24") NEM 1. UTIWTY VAULT COMPANY, INC. (9860-SA, 0R EQUAL PRECAST VAULT SHALL HAVE KNOCKOUTS AT ALL PIPE OPENINGS. IF KNOCKOUTS ARE NOT PRESENT THEN PIPE OPENINGS SHALL BE CORE -DRILLED. PIPE OPENINGS SHALL BE 2" LARGER THAN PIPE DIAMETER. LOCATE WITHIN 20 FEET OF DRIVE FOR ACCESS BY MAINTENANCE VEHICLE. INSPECTION AND SAMPLING TEE TO BE INSTALLED BY CONTRACTOR. LINE SIZED PVC TEE SHALL BE USED WHERE LINE IS 6"0 OR GREATER. SIX INCH PVC TEE SHALL BE USED WHERE UNE IS LESS THAN 6"0 4. FILL WITH (LEAN WATER PRIOR TO STARTUP OF SYSTEM. 5. GRAY AND BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER. 6. CONNECTIONS TO CONCRETE WALLS WITH PVC PIPE REQUIRE PVCxCONC. MANHOLE ADAPTERS REQUIRED. SEAL ALL PIPE CONNECTIONS WITH NON -SHRINK GROUT. WATER TEST FOR INTEGRITY REQUIRED. NO LEAKAGE ALLOWED INSIDE BUILDING. 8. REFER TO C08 U11URE5 STANDARD S-29. 9. PROVIDE ELECTRONIC TRAP PRIMER. DISCHARGE 16 GALLON PER DAY TO THE INTERCEPTOR FOR TRAP SEAL MAINTENANCE. O450 GALLON BAFFLE TYPE OIL / WATER SEPARATOR DETAIL SCALE: NOT TO SCALE 0A1EY ICE MAKER OUREF BOX 38605 Y TURN BRASS BALL VALVE PATH WATER HAMMER ARRESTOR OLD WA FRIDGE FRIDGE ICE MAKER OUTLET BOX DETAIL SCALE: NOT TO SCALE ENE WIRSBO RISER SIZE AS PER SUITE DESIGNATION. REFER TO DRAWING P28 & P29 - TWIGS FOR H & CW ISOLATION VALVE /— OWNER SUPPLIED WATER METER (0N HOT WATER SUPPLY UNE). MECHANICAL CONTRACTOR TO INSTALL METER FITTINGS SUPPUEO BY OWNER. PROVIDE SPACER FOR FUTURE WATER METER. LONG RADIUS ELBOWS DOMESTIC WATER MANIFOLD HEADER DETAIL SCALE: NOT TO SCALE ACCESS DOOR HOT & COLD MANIFOUTS (SIDE �SED10)E 0R ONE WIRSBO PE( KING 'PROVED TUBING SHALL BE SLEEVED RADIUS SHOWS WHERE D LEAVING STAB GID PVC CONDUIT WEL ALL IN -SLAB DOMESTIC HOT AND COLD WATER DISTRIBUTION TO BE WIR580 PE( TUBING. ENCASE ALL TUBING WRH OUP( SLEEVNG WITH LONG RADIUS ELBOWS WHEN ENTERING 080 LEAVING 4A8. CANIULC S115 FIRESTOPPING - CONCRETE ASSEMBLIES - FIRE RESISTIVE CONSTRUCTION Interek Testing Services Design No. UW/PHV 120-02 Single and kluftle ,t lleM1ooror was) 95. Test Farm. Internal Posmve Pressure omeerenoal - 2.s P(o o+sM wale.) Mmlmum Through P.M...Contained INIthin Vertical Wm!. PE47, 14'l0 $6paretlons x m1^em< nre sepamttotre Miley grade polyethylene slevina msleev,ng t2 „,4,, Lip xour Te, Rang System Design Instructions coup...1. Penetrattng Item Centered or offset 1]-1 hole. Elbows. tees, 54* nemwara an pa,et...el.... system. 2. a�� glwau assemMlesas slated below, a) Cast or lightde,slty oncrete having e mtnrntosssee..ahhessa, q,, Cast Inplia Ire,vanassent,aha,ma minimum crossseauothickness cfgar c7 Houwrormncrewmlm ling h.,.. cs+crm Monk) wag assemblies lea tmwnh morta eyfr having a minumam cross section lmekness,e 5'm, a) M am�(Gwe)eraaepa®nonaos eT a swlon con9stltp etamilmum Y':tml,stseq R Ago,.3. nWraeo• AquaPEx or �kPannerWee rsa8o0LIV rrestop..riitl amlletlthe amuna Ps,`,..9linen On 0",ee 2mm) ae bl1 cortcrom4swmmdhola. apu148Exl«4eom 0l,,sll11,,,l lnemnsw toeg4w&ot t^. e) Gypsum Wel.oam Assemblies: A eaepm5,1255memorane. Header and SLIP agate Penetretlonr AquaIEx'or48000,....sttop sealant metaled to a as 6. .,atop system= mpnane 2(tmesnawm: Filterb?mmaeds I enswanl 2sw Intotha annM spae me p. of g. Reassfrom me sea to all rdep q Ex orC .,freak, sealant)1 ens WIRSBO FIRE STOPPING DETAIL SCALE: NOT TO SCALE OCEAN PARK MECHANICAL ILE PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 REVISIONS DATE DESCRIPTION 12/22/2017 60% CD SET TAN 1 1 2018 DRAWING TITLE DETAILS PLUMBING DATE DECEMBER 22, 2017 DRAWN BY PW SCALE NOT TO SCALE SEPARATE PERMITAND APPROVAL REQUIRED P1.14 V T PROFLO MODEL PFEWP200 SERIES PLASTIC END OUTLET WASTE DISPOSER KIT NTH BAFFLE TEE. KITCHEN SINK APPROVED DISHWASHER AIRGAP FITTING DISHWASHER KITCHEN SINK / DISHWASHER DETAIL SCALE: NOT TO SCALE CLOTHES WASHER 0010ET BOX OATEY 3850.E Y2 TURN BRASS BALL VALVE WITH WATER HAMMER ARRESTOR WATER HAMMER ARRESTOR BALL VALVE HOT WA 9011) WATER CLOTHESWASHER OUTLET BOX DETAIL SCALE: NOT TO SCALE 8r_0„ S —Z,CW SUDS RELIEF DETAIL SCALE: NOT TO SCALE UPC SECTION 711.0 51105 RR IEF DRAINAGE CONNECTIONS SHALL NOT DE MADE INTO DRAINAGE SYSTEM 'WITHIN B'-0' OF ANY VERTICAL TO HORIZONTAL CHANCE OF DIRECTION OF A STAG( CONTAINING SUDS PRODUCING FIXTURES (BATHTUBS, CLOTHES WASHERS, KITCHEN SINKS AND DISHWASHERS). DRAINAGE CONNECTION SHALL NOT BE MADE WATHIN 8'-0' ABOVE THE 4FR11CAL TO HORIZONTAL CHANGE OF CONNECTION. EXCEPTION U STACKS RECEIVING DISCHARGE FROM LESS THAN THREE STORIES. EPDXY COATED RISER CLAMP. HOLDING RISER TIGHT. (TOP OF FLOOR) UNIFORM PIPE FIRING CONIROUR) BETWEEN THESE TWO POINTS STEEL FRAME BACKING PLATE PLASTIC GROMMET WHERE PEX PENETRATES STE0. STUD 34 2' PEX RISER FIRE STOP TO APPLICABLE USINGS REFER TO LISTINGS FOR MAXIMUM NUMBER OF M ERS THROUGH SINGE PENETRATION CPDXY COATED RISER CLAMP, HOLDING RISER TIGHT, EVERY SECOND FLOOR (BOTTOM OF FLOOR) RC INSULATION AS PER ASHRAE 90.1 (TIGHT TO UNDERSIDE AND TOP OF FLOOR) TIRE RATED FG INSULATION IF RATED WALL 18' MN W1RSB0 PEX RISER DETAIL SCALE: NOT TO SCALE ,vmuen i,�zilu„av uowwa smvnm aw,o WIRSBO FIRE RESISTANCE DETAIL SCALE NOT TO SCALE PLASTIC OR METAL MID -STOREY WIDE OVER EITHER INSULATION OR PIPE. OF RAZED WALL USE METAL MID -STOREY GUIDE) UNIFORM PIPE FLEXING CONTROLLED BETWEEN THESE TWO POINTS EPDXY COATED RISER LAMP. HOLDING RISER TIGHT. (TOP OF FLOOR) TIRE STOP TO APPLICABLE 0SRNG5 REFER TO LISTINGS FOR MAXIMUM NUMBER OF RISERS THROUGH SINGLE PENETRATOR SMITH0 JAY R. LOCATION w SMITH MFG. CO.' , - 'Crash / Recycle Room #114 s GREASE INTERCEPTORS _o ma oFUNCTION: Used in kitchens, restaurants, insF2Hions, a„/1 all types of food processing areas where waste avatar contains o grease, fatsandoll.Rateoffbwintolnler0eptoris0O:N„Iledby°flow control fitting, thus enabling the interceptor to collect over e c s ed wit1 n Parmils,ao cover removal for periodic cleaning. Inlercepl0r ma e be 9 of the grease which seed into o. '00lor ly recessedcovorilua, with nnichedfloor. Fig. 8100 Series are edra low designs floor,semi-recessatl ihersor tow 3 adaptet able adaptable for use with dishwashers or bw roughing sinks. * Look and Litt Ring y Non-SkidCwoCleanoul g F-Body Width G -- a � —L— Ouilet ® ' . nw Inlet Q A' 1— E B ..� Neor — �Gaskel -Ail Rel'ref Static Wate! 'ne Removable Bames � q --I—A— dddd� mm,Poea,su°aweol%%T. a°*N' ° p SIDE VIEW Nam- ° °NP1 KK MG. 3010 SHOWN :When) p s.WSetl ♦NOTE4e add l,/4y32). When Tenaao D Lopisapetlfed add 11/47(32) el°saaeu°n w,ei°rer °nre GPM FLOW MIN. GREASE INLEr ANO DIMENSIONS I C.O. iPLUO NG O. RATE CAR S. OMTLEr SITE DIMENSIONS ROUGHING SOOT HEIGHT WIDTN SIZE I az(So) B 73/.05) 31.83) 16 3.425) 111.9) 0.30) 2(51) inn IO 0 20 02(50) M.) 81.12151 0t1.2.) a1 89) s3/4(E5) ra(4051 21+/41540) 190051 ,0(25SL 1a FILeaSHIL 12(20O)i 12(S+) 2(5,) uw., o,�+ee j,oy�Wn,°rm°.Noou°oo,. 8020 20 03ps) } 1a(aa0) 3,m(ao) 41+00) 25(.51 z 12(725) .1395E15 (1.545) 1 8T{4so) 119 ow(4o0)1215,) 2)5l )_ Ae w,wrorvim° na�nre�aa� rK 0 SO 70 003(T5� 1 ,41550) 45rz(Ii5) 30(261. 51_ ) Le 3/4(500)IIs 3/41425) 21148 01/4G565) 215,)8035 8000 SERIES 8050 v0 100 03(15) 171/214 aST OW 63/4(, TO) TYPE 321219n0) 261/4(6151281/4(465) 2151) 6150 -- 35 40 03(Ts) 03Q51_ 7(1501 TOM 40. 3sra52o)4e1Dn25Tyn 46(,6m 0 f110501 1004005yy2, 3/4)7061 a/400ot12704(T05) 2151)I 2(S,M1 — a,50 0 10 0o DSosr 10(2 15co6) 12T 4aes2(5,)) IREGULARLY FURNISHED: B Steel Interceptor with IP Coating Inside and Control Fitting. 9, s .tar) 11.8.sp ANa,iahia�n,Iar9erin�landeUlletwennpeeiRad. VARIATIONS: Gray Duce ♦Q Cover Recessed for T rmzzo, Outside and Flow Ceramic or Quarry Tle-QC — ♦Q Cover Recessed for V nyl or _ Asphalt Tile -TC Lift Out Sediment Sue et-8 NO -HUB Adaptor(2) Req'd (Specify Fig. 2696Y OPTIONAL MATERIALS: Acid Resistant Coating Inside -ART Acid Resistant Coatng Outside -ARO Acid Resistant Coatng Inside and Outside - ARID Aluminum Cover -AC Coal Tar Epoxy Outside 'CTO NOTE: Ol85n9on ..in a ..Lees are in.11.1ers. 8 a - 3.9A6 19ATE 115 Revlaed OpNonai MetMeis RilizVarUlz. 'Nato A i,edbawingTlD TEW TBW TRW JM POUNDS cum FEET FIGURE NUMBER 8000 SERIES LLz ePv aY eKL.EY OTRASH / REC'YLE RQOH_ 1 4SREASE INTERCEPTOR DFJAII SCALE: NOT TO SCALE OCEAN PARK MECHANICAL Av NE 2o6sTN55 se FA PROJECT STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 REVISIONS DATE DESCRIPTION 12/22/2017 60% CD SET JAN 1 1 2018 PERMIT CEIV1 ER DRAWING TITLE DETAILS PLUMBING DATE DECEMBER 22, 2017 DRAWN BY PW SCALE NOT TO SCALE SEPARATE PERMITAND APPROVAL REQUIRED P1.15 SHORES ON MUD PAD HV#3 SHORES W/ SECONDS AT 19" O.C. HV#3 SHORES W/ SECONDS AT 19" O.C. 4'-1" 5'- 11" 4'-1"4'-1" HV#3 SHORES W/ SECONDS AT 19" O.C. SHORES ON MUDPAD — SHORES ON MUDPAD 36'-3„ 1'- 91/8'15'-0" ' 8'-0" I, 23'-0" 23'-0" 14'-61/2" i 8'-51/2" 1'-4 HV #3 SHORES W/ SECONDS AT 19" O.0 2'-111/2" 5'- 11" 5'- 11" 5'-11" 5'-11" 5'-11" 5'-11" 5' - 11" 5'-11" HV#3 SHORES W/ SECONDS AT 19" O.C. 1'- 10 1/2" -10 3/4" 36' - 3" iimou HV#3 SHORES W/ SECONDS AT 19" O.C. 2' -1 3/4" 15'-0" 5'- 11" 5'- 11" U EZ 6X6 TOWER W/ EZ8-9"POST AND LONG JACK; n TOP AND BOT -- T1 EZ4X6 TOWER W/ WZ 8'-9" POST �AND LONG JACK B 2 4 TOP AND BOT HV#3 SHORES W/ SECONDS AT19"0C. 5'-11 5'- 11" RUNNERS AT 19.2"O.C(MAX) 13'-71/2" 8'-51/2" 17'-0" 9'-51/2" 16'-21/2' 34'-11" SHORES ON MUD PAD 5'- 11" 1. I I I I I I I I I II I I l MG u - 9 718" 34'-11" CECO CONCRETE CONSTRUCTION, LLC 18000 72ND AVE SOUTH, STE 202 KENT, WA 08032 253.852.2400 W W W.CECOCONCRETE.COM SAFETY QUALITY PRODUCTIVITY STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 CONTRACT NUMBER: 50691830 OWNER: ALLIANCE RESIDENTIAL COMPANY ARCHITECT: URBAL ARCHITECTURE ENGINEER: DCI ENGINEERS CONTRACTOR: ALLIANCE ISSUE SCHEDULE © DESCRIPTION I DATE 0 th th 2 DRAWN BY SHAFIQ AHMAD SCALE: As indicated SHEET DESCRIPTION: LEVEL 2 FORMWORK LAYOUT PLAN Formwork Notes: 1. Framing Systems max spacing as follows: Formwork designed for concrete dead load plus 10 psf formwork dead load and 50 psf construction live load. 9" slab - 5/8" plywood Secondaries @ 19.2" oc Main beams @ 6' oc HV#3@6'oc 2. Bracing: HV Bracing - X-braces to be spaced in 24 x 30 grid. - Approx every 4th shore & main beam - Brace 3 shores/stringers together Additional Bracing Notes -Plywood shall be,cut tight around columns/walls -Additional x-braces per foreman's discretion. -No less that 50% of braces are to be installed as erection proceeds, and any bay receiving loads of plywood or other materials shall be 100% braced prior to placement of materials. FL2 - LEVEL 2 FOR SCALE: 3/32" = 1'-0" 3. Formwork may be stripped with written authorization from general contractor that concrete has reached adequate strength to strip according to the following: Forms that do not support weight of concrete, for example edgeform, may be removed after cumulatively curing at not less than 50 deg F for 12 hours after placing concrete. Forms supporting weight of concrete, for example deck shoring, may be removed after PT cables have been stressed. 4. Reshore installation shall occur no later than the end of the day that stripping has commenced in that bay/area. Refer to "R" series drawings for additional reshore information. 5. CECO formwork has been designed per applicable building codes including but not limited to ACI 117, 301, 318, 347 & SP-4. 6. Formwork layout is intended as a visual representation to aide in CECO formwork erection. Actual installation may vary, provided that members' spacing and spans are within guidelines provided in these formwork notes and sections. When field conditions arise that requires variation to these plans or typical notes, contact the engineering department for additional info. REVIEWED This Wan was min.. gsssj sonfora.co with the following, M P.maM g Neryrismicdw. Vsvnnnm Provisions oflb. iwm., ,0 8nnyng cnc. 0 omseunurd Pratt,w,s or inn IN ions) Bonding Code. ❑ Oros. a'rvlsNi. Psib. for with all un�nr ''�tMs n4v en posit. MP M1 nook... and pa "wa gMvkn Md� �WsroftM 6l,o a com 6nr deign ' orduwc crN bFw�"rUKWii15a"�"�'' en dfl'N &0 .xv52. ono 2}.119 REID MIDDLETON. INC. Code Review Consultant REVIEWED FOR CODE COMPLIANCE APPROVED AUG 03 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 20 2010 PERMIT CENTER ORK LAYOUT PLAN 4x4 Filler Detail 2x4 cleats secured to floor are required at ends and sides of holecover. Use 2 1/4" long concrete anchors for post tensioned floors. If concrete anchors are not permitted, attach 2x4's to bottom of support members in all four corners. HOLE COVER / WORK PLATFORM Ends of plywood do not share the same support umemen mov h7llii r imeianni mos inimum 2x4 toe board DANGER FLOOR HOL 6'-0" Ply 8'-0" Ply 111111111MINal 24" Max 1 0" Nail around all sides and ends of each support member MAXIMUM LOAD = 750 LBS Additional full sheet (s) of plywood creating a double layer effect will be installed when plywood is turned in the weak direction or is supported by two members SHORES SUPPORTING CONCRETE LOADS ARE NOT PERMITTED - UNLESS NOTED OTHERWISE STORAGE OF EQUIPMENT AND MATERIAL ON THE PLATFORM IS NOT PERMITTED. REFER TO CECO SUPERVISORS SAFETY MANUAL SECTION 7.3 FOR INSTALLATION AND REMOVAL PROCEDURES. MEMBER MAXIMUM SPAN (FT) CECO ALUMINUM PURLIN 15'-6" 4X6 15'-0" 6X4 9,-6„ CECO ALUMINUM RUNNER 4x4 6'-6" Hole Cover SSM 7.3 3/8" = 1'-0" Maintain approx. 3" gap around columns & walls, to clean leaking concrete during slab pour HOLE COVER SUPPORT MEMBER CRITERIA FOR SHORE LOADS Shore 12 Load Shore Double 4x4 OR — Y-Y 4x6 Spreader Load Z-Z Support Member Support Member 1 See Chart Cleat Hole Cover See Chart r Clear Span" Type SC1: Clear Span Type SC2: Shore Load Shore Spreader shall 1"-- span minimum of 3 supports Load 24" Max SEC. Y-Y EC. Z-Z Notes: 1. For Type SC1, support member must be at least 24" longer than clear span to ensure bearing strength. 2. For Type SC2, place a double 4x4 or single 4x6 spreader across the support member to distribute load and prevent punching through plywood. Spreader must extend across three (3) support members. 3. Support member chart below designed for shore load indicated plus live load. 4. See "Hole CoverNVork Platform" notes for cover requirments Max Load Allowed: (Typical Shore Type) 5,000 Ib (Ellis Shore) Max Span 6,000 Ib (Steel Shore) Max Span 10,000 Ib (Ceco Scaffold) Max Span Support Member SC1 SC2 SC1 SC2 SC1 SC2 4x6 Douglas Fir #1 @ 24" oc 2'-0" 5'-0" 2'-0" 4'-0" Alum Box Runner @ 24" oc 2'-0" 5'-0" ( 2'-0" 4'-0" 5 1/2" Alum Purlin @ 24" oc 6'•6" 5 1/2" Alum Purlin @ 16" oc 8'-0" j 7'-6" If Span Is Greater Than Max Spans In This Chart Use A 7X7 20'-0" Steel Tube (Min. 1 -0" Bearing On Each End). Tube Is Placed Above Hole Cover Bearing On Stripping Blocks at Ends, Tube Must Not B Resting On Hole Cover 2 Hole Cover with Shoring J 3/8" = Safety catch if drop head is not present Safety catch on all 11-6" cantilevered cantilevered beams , main beam Primary HV Shore Supplemental Shore 24" Max 60" Max Nail head positioned into HV slot. /4' edge of 4x4 66" Max © 19.2" OC for 7 1/2" slabs Notes: 1. Cut 4x4 to match angles of supporting main beams 2. Install (2) #16 DH nails at each end of 4x4 O HV 4x4 filler 1/2" = 1-0" 4x4 G/R post 12" - 24" walkway recommended HV G/R boot Framing Around Columns & Walls Typical Section for HV at Perimeter Corner using 11'-6" Main Beams OHV at Columns/Walls 1/2" = 1'-0" ©HV at Perimeter) 1/2" = 1'-0" O HV XBRACE 1/2" = 1'-0" Safely catch if drop head is not present "*.111S mit 5'-7" cantilevered Safety catch an all main beam cantilevered beams Primary HV Shore 4x4 G/R post 2" - 24" walkway recommended HV G/R boot Typical Section for HV at Perimeter using 5'-7" Main Beams 4 HV 5-7 MB at Perimeter 1/2" = 1'-0" HV SHORING SYSTEM X-BRACING Ni. (_) i CLAMP REQUIRED AT EVERY SHORE SIN4 BRACING MUST BE SECURED WITH WEDGE CLAMP ACROSS MINIMUM OF 3 SHORES NAIL 1X4 TOGETHER @ CROSSING WITH 2 NAILS \r '`-- CLAMP REQUIRED AT EVERY SHORE 1) CLAMP REQUIRED AT EVERY SHORE — '�� J ► CLAMPTE REQUIRED AT EVERY SHORE X-BRACING NOTES: 1. BRACING MUST BE SECURED WITH WEDGE CLAMP FOR MINIMUM OF 2 SPACES/ACROSS 3 SHORES, CLAMP ALL SHORES. 2. 1X4 W/HV WEDGE CLAMPS, 2X4 W/DOKA WEDGE CLAMPS. 3. PRIOR TO REMOVAL OF TRIPODS, INSTALL X-BRACING ON PERIMETER SHORES ON ALL FOUR SIDES OF ERECTED AREA, AND EACH DIRECTION IN CENTER OF ERECTED AREA (PLYWOOD WILL EVENTUALLY BE LANDED IN THIS AREA). 4. AFTER SHORES ARE X-BRACED, TRIPODS CAN BE RELOCATED FOR USE AS THE FRAMING PROGRESSES. 5. NO LESS THAN 50 % OF BRACES ARE TO BE INSTALLED AS ERECTION PROCEEDS, AND ANY BAY RECEIVING PLYWOOD OR OTHER MATERIALS SHALL BE 100% BRACED PRIOR TO PLACEMENT OF MATERIALS. 6. X-BRACING, TEMPORARY OR FINAL, MUST BE PRESENT IN ANY COMPLETED OR ACTIVE WORK AREA. 7. X-BRACING ALONG WALLS AND AT COLUMNS NOT REQUIRED. 2 -0 X-BRACE SPLICING DETAIL SPLICE LENGTH (6) 10d FOR 1X4 LACING (3) 10d FOR 2X4 LACING LAP SPLICE PLICE LENGT 5/8" PLYWOOD MIN. (6) 10d FOR 1X4 LACING (6) 10d FOR 1X4 LACING (5) 10d FOR 2X4 LACING (5) 10d FOR 2X4 LACING BUTT SPLICE Lb)EVlIW1 JUL27 2018 REID MIDDLETON, NC. RECEIVED CITY OF TUKWILA JUL 20 2018 PERMIT CENTER AUG 03 2018 City of Tukwila BUILDING DIVISION CECO CONCRETE CONSTRUCTION, LLC 18000 72ND AVE SOUTH, STE 202 KENT, WA 98032 253.852.2400 W W W.CECOCONCRETE.COM SAFETY QUALITY PRODUCTIVITY t 2 STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 CONTRACT NUMBER: 50691830 OWNER: ALLIANCE RESIDENTIAL COMPANY ARCHITECT: URBAL ARCHITECTURE ENGINEER: DCI ENGINEERS CONTRACTOR: ALLIANCE ISSUE SCHEDULE h 1t ' 0 0 Submitted for interior review u 9Wr 0 0 DRAWN BY. SHAFIQ AHMAD SCALE: As indicated SHEET DESCRIPTION: FORMWORK GENERAL NOTES EZ 6'-0" POST W/ LONG JACK TOP 4X6 BLOCK ODETAIL 1/2" = 1'-0" ALUM RUNNERS AT 19,2" O.C. (MAX) 10'-0" ALUM PURUN O EZ 8'-9" POST W/ LONG JACK ;, TOP AND BOT USE SWIVEL WITH U HEADS ON EFCO POSTS @ RAMP TYP. U.N.O. 20'.6' ALUM PURUN EZ 8'-9" POST W/ LONG JACK TOP AND BOT EZ4'-4"POST W/LONG JACK TOP ALUM RUNNERS AT 19.2" O.C. (MAX) CONT. 2X4 LUMBER PLUS 5/6" PLYWOOD HV#3 SHORES HV#3 SHORES W/ SECONDS AT 19.2" O.C. W/ SECONDS AT 19.2" O.C. O DETAIL 1/2" = 1-0" REVIEWED FOR CODE COMPLIANCE APPROVED AUG OS 2010 City of Tukwtla BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 20 2018 PERMIT CENTER CECO CONCRETE CONSTRUCTION, LLC 18000 22ND AVE SOUTH, STE 202 KENT, WA 98032 253,852.2400 W W W.CECOCONCRETE.COM SAFETY QUALITY PRODUCTIVITY STERLING SOUTHCENTER 415 BAKER BOULEVARD TUKWILA, WA 98188 CONTRACT NUMBER: 50691830 OWNER: ALLIANCE RESIDENTIAL COMPANY ARCHITECT: URBAL ARCHITECTURE ENGINEER: DCI ENGINEERS CONTRACTOR: ALLIANCE ISSUE SCHEDULE 2 O H 1 u W W C1 6 0 ' __ Submitted for interior review ', DRAWN BY: SHAFIQ AHMAD SCALE: 1/2" = 1'-0" SHEET DESCRIPTION: FORMWORK DETAILS A 847 8 • � N m 0 E 251 O 0 00 1+1 8 SPa 3'-II" m 0 4) S SPa3'-9 0 N N � s 3 SP a 2'-10 \ \ _ 0 N 4) 0 0 c0 0, 0 0_ 0_ N 8 C7(1.) \5 34'-II' 6'-2)8" . 33'-6° 3 a3'-83e /2 Ea/ 8 SP a 3'-41e1' F. a 2'-II3411 61/2' CGS 61/2' CGS 1 1 6CGS 61/4 6 '3 ' 5' v �0 8 �< �,. U to 6' 4 '0 '4 , rCI _ . 8' CG5 _ Lz s ICzC .0 i934 6341 T 6'/2 t liolz 8SP 03'-81'4' 534 . 6SPe3'-6'/2 '8 9 te e I'4 I014 9'/4 9'/2 I0l4 II'4 c 1' 4 114 mq V 61 I11'/4 v v _6 45 m Iiz 4 13' SL •8 14 234 6'/z R/.GS 11'ir b 14 8' CGE 34 834 IP' 93/4 /2 CG5 61/2 CGS 6'r2' CGS 6iz' CGS 8 5P a 3'-4'4' 1 8 SP e 3'-0'' 6 SP a 211.98,.° SHOULD BE LARGER THAN 4 3/4', 5 -DCI ENGINEERS 30'-103/41 8 SP a 3'-034' rn��� 12'-44' 8SP 3'-I" 4.11) 8 SP e 3'-234" 6'4 634 81/2 G5 8 SPa 3' 5'' 3'4 23j4_ 3'/a 5 134 II ° IGGS 8 6r 10 - 7 CGS 8 S So a 3'-4'1 52'-11$° SP a 3'-614" 8" CGS 6" CG iNEERS 234 1a 34 C Qa 634 1134 1134 6° CGS (2) U 34'-II" 3 a 3'-61/2" 6 SP a 2'-I1se" 4 5P e 4'-0" 6 SP e 2'-8° 8 P 11-9/41 2 SP a 3,118, ill �/lNN' 81/4 8 •,P a 3'-11e" 15' .-I�I�I 9P 3 Im'.I 814 85�a�'-1 6 �a 2'- l a 14 a 2'-II S a 3' 134 34' 55 S 3'- ,34" '4 SP ' 4'-0" 61/z -bcl eNCINeERs 111iz 9 9 314 3 SCFFI T 5TER a 2'-184° 11/2 2 1 21/2 13/41'4 1 8 2 a1 4 / 10 m I° S I�.8� S i are m in 9 e9 N @ `—^ 1134 m -i= m 2'/a v ry = 8 ul @ i1' . 1 2 1'`E,C. 5 I5 4,. ale' CGS) 1011, Im34 2'/4 mq s sI � I014 1034 4 a 2 -91 4� 15' 6 �5P a 3'-ll' .12'- 04e; � 8 S4�' e 3 -33 S�z 101 4,3 — 5 m 1010 41h 4a2'-II'N" 4 \ , a�53 5'411 `8 m y 6" GCS 6' CGS (p -DC! ENGINEERS -DCI ENGINEERS m 6 5P a 5'-11" 8 SP 9 3'-414' 7.2 5°3 0 4a3 3.8 6' 2 E . 3 a 3'-13e 2 4' 134 6 SPa 3' 4, Il1g S 6 SP a 3'-8341 8 SP 0 3'-II/2° 6 SP a 4'-0° b 4) r8 a_ 4 c0 0 0 m\ 55Pa3'- 8 8 SPa 3'-5.1i4 0 0 m 0 N S 18 m a N 8) to 1) @ m 0_ N \ 03 N e 10 6 O @ O N O 0 _ @ ttl N m m S 0- "1 O 0 03o0s 8 SPa 0 6, "0 5 SPa 3'-0l2" 8 SPa 8 SPa 3'-934° 0 18 S SPa 4'-0° S SPa 3'-83ia' REVIEVVED FOR CODE COMPLIANCE APPROVED OCT 15 2018 City of Tukwila BUILDING DIVISION REVIEWED Thk Plan wx micavcd for gnmmi uonf whh Nx blkwing, amcnJN by the junsdinivn: ttNr rural Provisions of the lntmmw alil Building Cork o6anu arai Provisions of. hdaana iooai Budding Code ❑ Iltbua, sibk for confoaaan. with all it s of apDroyal, and ofr,. uimn mlievc,he Architect and Cnaiottn Ii. ms a iFilu m 6.60 a design. in accordance D 1itrclsJie,lon mW ae &,uk of Walulgkn �a:9'ntC Cc,/ T�l[.wltG By k.Ca'N BR.PWI��R. uaklo%llh'3 REID M1IIDDI.F: 06. INC. Coda Baylor C'onsnllont IECEdWE 11JJ ��� JUN 262088 REID MIDDLETON, INC. RECEIVED CITY OF TUKWILA JUN 22 2018 PERMIT CENTER G/I fzol b Su SUPPORT SPACING AT NOTES: U SEE PT -I FOR GENERAL NOTES 4 TYF. DETAILS. 2.) ALL SLAB ANCHORS SHALL BE LOCATED AT MID -DEPTH OF SLAB. 3.) E. ELONGATION. 4.) SLAB THICKNESS 15 12" TYP. UN.O. 5.) PLACE BANDED BUNDLES AT 12° O.C. U.N.O. 6.) MIN. 2 TENDONS SHALL BE PLACED DIRECTLY OVER COLUMNS, BOTH DIRECTIONS. m &POSI,fENAONlHG O 3703 NW GATEWAY AVENUE mV VANCOUVER, WA 08660 Z 360- I55 8744 1) yrQ BY °Ll``STERLING SOUTHCENTER N� CLN REVIEWED BY AUIJItt SS Oz Q. DA''....r. L.NGIN[. iR aiQ IFA 6/1/2018 REV, REMARKS DATE L"LE SUPPORT PLAN LEVEL 3 415 BAKER BLVD. TUKWILA. WA DCI _rnber PT-4 CON IRAC IOR EAR WEST STEEL C.1.1r,:rnber 18015 2 A; m 2' 3 fL N E.25) , d' H • v X m 34'-II° 44 X 198' El !a" E2=8° R D 8 ]"2 ° / POUR 1 III 13° SLAB 25 X 202' El=11/2" E2=8i2" PINK 5.3 30'-103/4" 25 X 198' El=1F2° E2=8" RED 4.4.2-I13/4 4.1 2-4Y4 s X 200 1=1Ir2" E2=8'e" HITE III■IM�-� illI 3" SOFFIT STE 5 X 61' E=4''4' PINK -GRAY 1 //////-01 Pi POUR 3 52'-1Y4; 34'-II° \iJ ADD I X -12' E=654," BLUE-TEL ADD 1 X 49' E=53e" WIT -GRAY MI L. •�1111 POUR 4 D ADD 2 X 10' E=593 RED-GRN I a1 X 195' Eire,' E2=1142° YELLOW % X 194' EI=B" E2=136° PURPLE 12 X I9-1' EI=8" E2=11/2" BLUE -PURPLE 0 0 2 4 J m 0 X E2 =11 " ORANGE C1 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 15 2018 • City of Tukwila BUILDING DIVISION D fIL WE OCT 1 1 2018 I REID MIDDLETON, INC. NOTES: 1.) SEE PT -I FOR GENERAL NOTES 4 TY(P. DETAILS. 2.) ALL SLAB ANCHORS SHALL BE LOCATED AT MID -DEPTH OF SLAB. 3.) E= ELONGATION. 4.) SLAB THICKNESS IS 12" TIP. U.N.O. 5.) PLACE BANDED BUNDLES AT 12" O.C. UN.O. 6.) MIN. 2 TENDONS SHALL BE PLACED DIRECTLY OVER COLUMNS, BOTH DIRECTIONS. 3703 NW GATEWAY AVENUE VANCOUVER, WA_ 98660 360-735-8744 RECEIVED CITY OF TUKWILA JUN 22 20111 PERMIT CENTER REV. REMARKS DATE ''` TENDON PLAN LEVEL 3 DRAWN BY CLH ejH''`STERLING SOUTHCENTER REVVNE° BY ^°°"`DS 415 BAKER BLVD. TUKWILA, WA IFA 6/1/2018 DCI PT-5 NRAC ION FARWEST STEEL 18015 SPECIAL INSPECTIONS The following Statement and Schedules of Inspections are those Special Inspections and Tests that shall be per- formed for this project. Special Inspectors shall reference these plans and IBC Chapter 17 for all special inspec- tion requirements. The owner shall retain a WABO accredited Special Inspections agency to provide special Inspections for this project Special Inspectors shall be qualified persons per IBC1704.2.1. Special inspection reports shall be provided on a weekly basis. Submit copies of all inspection reports to the Architect/Engineer and the Authority Having Jurisdiction for review. In addition to special Inspection reports and tests, submit reports and certificates noted in IBC 1704,5 to the Authority Having Jurisdiction. Final special Inspection reports will be required by each special inspection fine per IBC 1704.2.4. STATEMENT OF SPECIAL INSPECTIONS: This statement of Special Inspections has been written with the understanding that the Building Official will: - Review and approve the qualifications of the Special Inspectors Monitor the special inspection activity on the project site to assure that Special Inspectors are qualified and performing their duty as state within this statement. Review all Special Inspection Reports submitted to them by the Special Inspector Perform inspections as required by IBC Section 110.3. The following Special Inspections are applicable to this project: Special Inspections for Standard Buildings (per IBC 1705.1) REQUIRED Special Inspections for Seismic Resistance (per IBC 1705.12) REQUIRED - Testing for Seismic Resistance (per IBC 1705.1) NOT REQUIRED Special Inspections for Wind Resistance (per IBC 1705.11) NOT REQUIRED SPECIAL INSPECTION OF SHOP FABRICATED GRAVITY LOAD -BEARING MEMBERS AND ASSEMBLIES: Special Inspection of shop fabricated Gravity Load Bearing Members & Assemblies shall be verified by the Speelai Inspector as stated In Section 1704.25. STRUCTURAL STEEL per IBC 1706.2,1. A qualified Special Inspector of an "approved agency" providing Quality Assurance (QA) Special Inspections for the project shall review and confirm the Fabricator and Erector's Quality Control (QC) procedures for completeness and adequacy relative to AISC 360-10 Chapter N, AISC 303-10 Code of Standard Practice, AWS D1.1-2010 Structural Welding Code, and 20151BC code requirements for the fabricator's scope of work. o QA Agency providing Special Inspections shall provide personnel meeting the minimum qualification re- quirements for Inspection and Nondestructive Testing NDT per AISC 360-10 Section N4. o Verify Fabricator and Erector QC Program per AISC 360-10 Section N2. o Inspection of welds and bolts by both QC and QA personnel shall be per the Schedule of Special Inspec- tions below, All provisions of AWS D1.1-2010 Structural Welding Cade for statically loaded structures shall apply. o Nondestructive Testing (NDT) of welds: • Non -Destructive Testing (NDT) of welded joints per AISC 360-10 N5,5 • Risk Category for determination of extent of NDT per AISC 360 N5.5b is noted in the Design Criteria and Loads section of these General Requirements. • NDT performed shall be documented and reports shall identify the tested weld by piece mark and location of the piece, • For field work, the NDT report shall identify the tested weld by location in the structure, piece mark and location of the piece. o Additional Inspection tasks per AISC 360-10 Section N5.7. o Inspection for Composite Construction shall be done per AISC 360-10 Section N6. POST -INSTALLED ANCHORS TO CONCRETE AND MASONRY: shall comply with IBC Section 1703. Inspections shall be in accordance with the requirements set forth in the approved ICC Evaluation Report and as indicated by the design requirements specified on the drawings. Refer to the POST INSTALLED ANCHORS section of these notes for anchors that are the basis of the design. Special inspector shall verify anchors are as specified in the POST IN- STALLED ANCHORS section of these notes or as otherwise specified on the drawings. Substitutions require approv- al by the SER and require substantiating calculations and current 2015 IBC recognized ICC Evaluation Services (ES) Report, Special inspector shall document in their Special inspection Report compliance with each of the elements required within the applicable ICC Evaluation Services (ES) Report. PREFABRICATED CONSTRUCTION: All prefabricated construction shall conform to IBC Section 1703. GROUND IMPROVEMENT SYSTEMS- Special inspection shall be provided per IBC 1705.1 as required by the building official. SCHEDULES OF SPECIAL INSPECTIONS: TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS TYPE CONTINUOUS SPECIAL INSPEC- TION PERIODIC SPECIAL IN- SPECTION a Von oocnlevetnaPow afo gnearre X 2 dVon aeat to rave ream rmamnal - X 3_ peneafal mamenelson and ow,a Mcem X epleacemamamwmm ton orcomal fill X - v eawopwvardymevree�a;fb ,,, - X TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION TYPE CONTINUOUS SPECIAL IN- SPECTION PERIODIC SPE- CIAL INSPEC- TION REFERENCED STANDARD IBC REFER - ENCE ammem endons,em varay g _ % ACI 310ch z 5 SS.i-2663 1906,4 vrs e ed�gnmmim`n4 n 500ass raklweb stm 11, ,lots - x X AWS 01.4 ACI 318: 26,6.4 3. eaarc,..„,, ,,.. a - X ACI 318: 17.6.2 shsancnwsnwexmd n4.8 X X AC1316,3.82.4 ACI 318: 116.2 3.Veravuae of ftquIretlae rem x X ACI 316: Ch. 19, 19.1,1e2, 1908.2, 0 6 rloam.l.paanna ant tau, w40401sts, mawlaternaine noeu e temper.. X - ASTM C112 ASTM C31 ACI 3116 28.12 1908.10 "crkmpamomeMrecn'"11s X ACI 31 0.5553 19089 10. rity ta concrete tTaprms In posiaternioned.norete riot to removal or.. a... Iron... end sauctural slabs X ACI 318:26.102dons - X ACI 310: 26,11.12(b) - REQUIRED SPECIAL INSPECTIONS OF WOOD CONSTRUCTION TYPE CONTINUOUS SPECIAL IN- SPECTION PERIODIC SPE- CIAL INSPEC- TION REFERENCED STANDARD all s(wnem toaonerhpaorag. got she... is 9inc. esoroa awleA b.e(ieaneHDaumpaie eauos (nd CmRod Tn. tech 7001 oducang aguesh neaon t. Pa00004e Naae4 fora•,:e O. Blocking X X X X K [IBC Section 1305.11.1i [IBC Section 1105t22( 5..p5u Contact or wood studs, pl t h, beams. decking, a x MINIMUM REQUIREMENTS FOR INSPECTIONS OF STRUCTURAL STEEL CONSTRUCTION INSPECTION TASKS QC QA REFERENCED STANDARD INSPECTION TASKS PRIOR TO WELDING (vg0 ) le P P AISC 360-10 TABLE N54-1 caolding P AISC 660-10 TABLE N54-1 a. Ova/grad. O O AISC 360-10 TABLE N591 4. Welder Wemfcawn system 0 0 AISC 360.10 TABLE N5,41 a 0�p a prom ovaasr 04405robot gad • re (alignment, root op. Cleanliness bevel) • (c°npan NsoN sunoo • omlmgl (Ica wam°g 6,.. ens •sod rig type end care applicable) 0 0 AISC 060-10 TABLEN5.41 e.Canfleu,alonand rmab ata00o004a 0 0 AISC 360.10 TABLE N5.4-1 1 m rreaa (awndtanLof steal surf. a0 (a:ti bloc m,mly and laaa- n1e 0 0 AISC 360.10 TABLE N5.4-1 e.cnavx w,g equipment O - AISC 360.10 TABLE N5.4-1 INSPECTION TASKS DURING WELDING t.esewquai,etlwokers O O AISC 360-10 TABLEN542 and handling ofwe........ ...sure control 0 O AISC 360.10 TABLE N5.4-2 3No 004,00 over varies tadwewa 0 0 MSC360-10 TABLE N54.2 4 and speadnwu limits 0 0 AISC 300.10 TABLE N5.42 5. `MIS followed •Treval spa. welding epNl d Ter. tern... ma.. (min •Proper p s roc rr. v, H. 061 0 0 AISC 366-IO TABLE N5.42 s • tations • measvwaeyfife6requlmmow O 0 AISC380-10 TABLE N5,42 INSPECTION TASKS AFTER WELD- ING 1. W9da cleaned 0 0 AISC350-10 TABLE N5.43 2. srza.lenetn.aw lceauana mweas p p AISC 360.10 TABLE N54-3 3, axopanw smeda •Cratea areas '°^ WV. 6aola. ety • P P AISC360-10 TABLE N6,43 4.Amamkes p p AISC 300-10 TABLE N5.43 s.kamo p p AISC000-10 TABLE N5.43 slaecelderegerov. andwm4wes romwoaif P p AISC 360.10 TABLE N5.43 7.Rapa aatlwgee P P AISC 36041 TABLE N84.3 004040e0040xpmna 00le ndwelded P p AISC360-10 TABLE N54.3 INSPECTION TASKS PRIOR TO BOLTING rasm,armmanas Imnaavailable car 0 P AISC 360.10 0*510 N5.6-1 Fiztonere menu m acmraaacew,u ASV 0 0 AISC 360.10 TABLE N0.6.1 6(Va.e. type. Wtleglh amaaaaere detail oeo ercl rema aermenc) 0 0 AISC 30010 TABLE N5.6-1 aete0 Itl gpmmdure caaorloant 0 0 AISC360-10 TABLE N5.41 6 Connect,. elements, including...prop. coos. meet pp de requve men 0 0 AISC 360.10 TABLE NS.e1 II iowmenodrw P 0 AISC380-10 TABLE N5.6-1 waamnae400000400000 040, 0 0 AISC 300-10 TABLE N56.1 INSPECTION TASKS DURING BOLT- ING taro madasre care Mn(,t° �) O 0 AISCS6n10 TABLE N5.6-2 ro ro-rem,on a Haan nwror O 0 AISC 380-1e TABLE NS.s-z wrenm vac tram rolatm ne 0 0 AISC 36e10 TABLE N5.0-2 4. aoel mca pa sired t toward 0 0 AISC 360-10 TABLE N5.6.2 INSPECTION TASKS AFTER BOLT- ING 1.50IXanta0000*0a or relauion or bolted P P AISC 360,0 TABLE N56.3 INSPECTION OF STEEL ELEMENTS OF COMPOSITE CONSTRUCTION PRIOR TO CONCRETE PLACEMENT 1. 000400d.M lnstaaalan of soe deck P P AISC 360-10 TABLE N6.1 stud anchorsond mollmion a eteel Headed p p AISC 360-10 TABLE N6.1 emmmis cceplenae or rejection or steal p p MSC 360.10 TABLE NSA welmd�olmmmmbmJearnnWllad,annaq'a,t oraecn¢,� lewomboent REQUIRED SPECIAL INSPECTIONS AND TESTS OF MASONRY CONSTRUCTION LEVEL A MINIMUM SPECIAL INSPECTION Prior to construction, verify certificates of compliance used in masonry construction IREVISIONS No Changes 5h-=,I(6o made to the scope of w0H11-.ithor:. prior approval of � 1 Bonding Division bill require a new plan submittal alri coy Inc:nde additional plan review fees, FILE COPY Per:ntd No. •'r#i Plan review approval is subject to errors and omissions. Approval of ccastruceon documents does not authorize the violation of any edopted code or ordinance. Receipt of eppmvo, Field Copy and conditions is acknowledged: Cy: Date: CORRECTION LTR# City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED SEP 10 2010 City of Tukwila BUILDING DIVISION RECEIVED CRY OF TUKWILA JUN 29 2019 PERMIT CENTER ARCHITECTURE 1938 Fairview Avenue East soya 10o Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license VACRD/' ..'QglGoi U'n ;k et ll�� NAl. V,+ n consultant logo ec El 07v, C r"q 707 W 2nd Avenue I Spokane, Washington 99201 P: (509)455-4448 ,dci-engineers.com CIVIL / STFiUCTU RAty ©caprtant 1M20115AwaroCon 0em,,a4 project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 key plan submittals/revisions BUILDING PERMIT SET 10.31.17 FOUNDATION ONLY PERMIT F1 12.06.17 STRUCTURAL RESUBMITTAL S1 12.18.17 STRUCTURALRESUBMITTAL 01.10.18 STRUCTURAL BID SET /\ 02.02.18 BP COORDINATION 21100Yo CD SET 03.09.18 drawing title SPECIAL INSPECTIONS drawing information DATE 12.06.17 SCALE DRAWN BSD JOB 0 17041-0175 opyright W §m me a+Yh9M1tslnth4amvmer�Nla�am m�tl vmnminrmradai wunat,nh wmlm a„pm xlc. sheet 00000n 0.04 GENERAL NOTES PLACING STRANDS AND ANCHORAGE STRESSING REQUIREMENTS SEALING STRESSING HOLES 1. POST -TENSIONING SHOP DRAWINGS ARE ONLY FOR STRAND PLACEMENT AND STRESSING RECESS DETAILS. 2. OTHER REINFORCING SHOWN IS ONLY FOR A GUIDE. SEE STRUCTURAL. DRAWINGS FOR SIZE AND LOCATION OF ALL OTHER REINFORCING, EXCEPT FOR SUPPORT STEEL OR CHAIRS NEEDED TO SUPPORT STRANDS. 3. POST TENSIONING SHOP DRAWINGS MAY NOT BE DRAWN TO VERTICAL SCALE AND DO NOT SHOW ALL DEVIATIONS FROM LEVEL SUCH AS ARE SHOWN ON ARCHITECTURAL AND STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR FINISH CONCRETE ELEVATIONS OF SLAB AND GIRDERS. 4. SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR EXACT LOCATION OF BULKHEADS AND OPENINGS, ETC. 5. DEVIATIONS OF NOT MORE THAN SIX INCHES IN SPACING OF SLAB STRANDS WILL BE PERMITTED WHERE REQUIRED TO AVOID OPENINGS, INSERTS, DOWELS WHICH ARE SPECIFICALLY LOCATED. WHERE LOCATION OF STRANDS SEEM TO INTERFERE WITH EACH OTHER, ONE STRAND MAY BE MOVED HORIZONTALLY IN ORDER TO AVOID THIS INTERFERENCE. TECHNICAL NOTES PROPERTIES OF i" 270 K - 7 WIRE STRAND F(ULT.) - 270,000 PSI LOW RELAXATION AREA - .153 SQUARE INCHES F(ULT.) - 41.3 KIPS E - 28,000,000 TO 29,000,000 PSI MAXIMUM TEMPORARY FORCE TO OVERCOME FRICTION = 80% X MAXIMUM ANCHOR FORCE (FA) = 70% X 41.3K = 28.9K LAYOUT BULKHEAD BY LOCATING THE CENTER OF THE STRAND BUNDLES PER THE DIMENSIONS ON THE STRAND PLAN. 2. MARK THE LOCATION OF INDIVIDUAL ANCHORAGES ON EACH SIDE OF BUNDLE CENTERLINE PER DETAIL C/1 AND DRILL A %i' DIAMETER HOLE IN THE BULKHEAD, UNLESS NOTED OTHERWISE. 3. LAY THE LOWER PERIMETER REBAR CONTINUOUS AROUND AROUND THE EDGE OF THE SLAB. 4. LAY ALL THE TRANSVERSE STRANDS OR TIE -BARS THAT ARE SHOWN TO BE BELOW THE LONGITUDINAL STRAND. 5. REFERRING TO THE STRAND PLAN, SELECT INDIVIDUAL COLOR -CODED COILS OF STRAND AND UN -ROLL THEM IN PLACE. BEGINNING AT THE DEAD END, IF THERE IS ONE. AT LEAST 18" OF STRAND MUST PROJECT PAST THE BULKHEAD AT EACH STRESSING END. 6. AT STRESSING ENDS: ATTACH POCKET FORMER, ANCHOR, AND SLEEVE TO THE BULKHEAD. INSTALL THE CABLE THROUGH THE SLEEVE, ANCHOR, POCKET FORMER, AND BULKHEAD SO THAT A MINIMUM OF FOUR INCHES OF SHEATHING EXTENDS INTO THE SLEEVE. 7. TIE "DEAD -ENDS", IF ANY, IN PLACE APPROXIMATELY 2" FROM BULKHEAD WITH A PERIMETER BAR BELOW STRAND. CHAIR THE ANCHOR APPROXIMATELY IN THE CENTER OF THE SLAB AS SHOWN IN DETAIL D/1. LAY ALL TRANSVERSE STRANDS OR TIE -BARS THAT ARE SHOWN TO BE ABOVE THE LONGITUDINAL STRAND. 41.3K - 33K CHECK ALL STRANDS FOR DAMAGE. ANY DAMAGE TO THE SHEATHING THAT EXPOSES THE STEEL STRAND MUST BE REPAIRED IN ACCORDANCE WITH PTI RECOMMENDATIONS. ANY DAMAGE TO THE STEEL STRAND WILL REQUIRE THAT THE STRAND BE REPLACED. UNIT ELONGATION = (FA) (POUNDS) (12 IN) = 0.08 INCHES PER FOOT (.153 SQ. IN) (28,500 PSI) ALL ANCHORS ARE PRECISION-HAYES FULLY ENCAPSULATED PT SYSTEM TENDON FABRICATION TENDONS SHALL BE FABRICATED TO PREDETERMINED LENGTH AS SHOWN ON THE PLACING DRAWINGS. THE LENGTH SHALL BE SUFFICIENT TO ALLOW A MINIMUM OF 12 INCHES AT EACH STRESSING END. 2. TENDONS WHICH ARE STRESSED FROM ONE END ONLY SHALL HAVE FIXED -END ANCHORAGES ATTACHED PRIOR TO SHIPMENT. TENDONS WHICH ARE INTERMEDIATELY STRESSED SHALL HAVE THE INTERMEDIATE ANCHORAGE(S) PLACED BEHIND FIXED -END ANCHORAGE, OR WITH NO FIXED ANCHORAGE, PLACED NEAR THE END OF THE TENDON COIL. 3. 4. 5. TENDONS SHALL BE CLEARLY IDENTIFIED BY COLOR CODE AS CALLED OUT ON THE PLACING DRAWINGS FOR EASE OF INSTALLATION. COLOR CODE SHALL BE MARKED ON THE FIXED -END ANCHORAGE CASTINGS OR ON THE STRAND SHEATHING. EACH TENDON SHIPMENT SHALL BE ACCOMPANIED BY A TENDON FABRICATION ORDER INDICATING THE NUMBER OF TENDONS, THEIR LENGTH, COLOR CODE AND QUANTITY OF ANCHORS, WEDGES, GROMMETS, SLEEVES, END CAPS, AND SUPPORT CHAIRS (WHERE APPLICABLE) SHIPPED. TENDONS WILL BE FABRICATED IN SUCH SEQUENCE AND QUANTITY AS TO ALLOW SHIPPING IN FULL TRUCKLOADS. UPON APPROVAL, PURCHASER SHALL INSPECT THE SHIPMENT PRIOR TO UNLOADING AND SHALL NOTE ANY DAMAGE OR QUANTITY VARIATIONS ON THE CARRIER'S BILL OF LADING. RCR SHALL HAVE NO LIABILITY WHATSOEVER WITH RESPECT TO ANY DAMAGE OR VARIATIONS NOT SO NOTED. 6. PURCHASER SHALL PROPERLY UNLOAD TENDONS. THE USE OF A NYLON SLING IS RECOMMENDED FOR UNLOADING TENDONS TO PREVENT DAMAGE TO THE SHEATHING. PURCHASER SHALL SATISFACTORILY PROTECT TENDONS AND OTHER MATERIALS AT THE JOBSITE FROM CORROSION AND OTHER PERILS PRIOR TO PLACEMENT. 10. INSERT AT LEAST TWO STAINLESS STEEL NAILS IN THE HOLES IN THE ANCHORAGE. NAIL ANCHORAGE SOLIDLY AGAINST BULKHEAD. DO NOT DRIVE NAILS EXCESSIVELY, CAUSING GROMMET TO BECOME DEFORMED. BE SURE, HOWEVER, THAT THE GROMMET REMAINS TIGHTLY SEALED INSIDE ANCHORAGE. 11. LAY REMAINING TOP PERIMETER REBAR ABOVE ALL ANCHORAGES. TOP AND BOTTOM BARS SHOULD BE OFFSET ABOUT 1" AND BE 1" AWAY FROM ANCHORAGE. TIE BOTH TO THE STRAND. 12. WORKING AWAY FROM DEAD ENDS FIRST, CURVE STRANDS SMOOTHLY INTO STRAIGHT, FLAT BUNDLES. SIMILAR TO DETAIL C/1. ON TWO-WAY PULL CABLES, HAVING NO DEAD END, BEGIN AS NEAR MID -CABLE AS POSSIBLE WHERE THE STRAND CROSSES A BEAM. TIE BUNDLE IN POSITION ON TOP OF THE BEAM BAR. WORK BOTH WAYS, STRAIGHTENING AND BUILDING PER THE SHOP DRAWINGS. 13. AT STRESSING ENDS, CURVE STRANDS SMOOTHLY TO INDIVIDUAL ANCHORAGE AS SHOWN IN DETAIL C/1. TIE INDIVIDUAL STRANDS TO THE FIRST TIE -BAR OR STRAND THAT IS PARALLEL TO THE BULKHEAD AND MOVE STRANDS SIDEWAYS TO FORM 90 DEGREE ANGLES WITH THE BULKHEAD. PREPARATION FOR STRESSING 14. CHECK INSIDE EACH GROMMET HOLE, MAKING SURE THAT EXPOSED PORTION OF ANCHORAGE IS CLEAN. IF A FILM OF CEMENT HAS INTRUDED, REMOVE IT WITH A SCRAPER OR SCREWDRIVER. 15. INSERT A PAIR OF GRIPPERS BY HAND INTO EACH ANCHORAGE. 16. PUT A CRAYON MARK ON THE STRAND AT THE EDGE OF THE SLAB, OR AT A CONSTANT DIMENSION FROM THE EDGE OF THE SLAB. A YELLOW CRAYON AND WOODEN CARPENTERS RULE ARE RECOMMENDED. STRESSING SHALL NOT TAKE PLACE UNTIL CONCRETE HAS ATTAINED A STRENGTH OF 3000 PSI AS DETERMINED BY STANDARD CYLINDER TESTS. CONCRETE STRENGTH REQUIREMENTS ARE DETERMINED B ENGINEERS SPECIFICATIONS AND SHALL COMPLY WITH ACI FORMULA 26-1. STRESSING JACKS SHALL BE POWERED BY ELECTRIC HYDRAULIC PUMPS AND BE EQUIPPED WITH AN ACCURATE PRESSURE GAUGE. (HELICOID TYPE RECOMMENDED) HAVING A 6" MIN. DIAL FACE AND READING NO MORE THAN 100 PSI PER INCREMENT. STRESSING SEQUENCE: STRESS DISTRIBUTED TENDONS. STRESS ADDED SLAB TENDONS. STRESS BAND/BEAM TENDONS. STRESSING OPERATION 1. MAKE SURE THAT BOTH THE MAIN RAMS IN THE JACK AND THE SMALL RAMS IN THE HYDRAULIC SEATING ATTACHMENT ARE FULLY RETRACTED. 2. POSITION THE TWIN -RAM JACK BY PLACING IT UNDER THE STRAND, RAISING IT UP UNTIL THE STRAND DROPS INTO THE SPACE BETWEEN THE JACK GRIPPERS, AND MOVING IT FORWARD INTO THE GROMMET HOLE UNTIL THE NOSEPIECE CONTACTS THE ANCHORAGE. WITH ONE THUMB ON EACH JACK GRIPPER, PUSH THEM FORWARD UNTIL THEY CLOSE ON THE STRAND. MAKE SURE THAT THE BACKS OF THE GRIPPERS ARE LINED UP IN ORDER TO ALLOW PROPER GRIPPING ACTION AND AVOID DAMAGING THE GRIPPERS. 3. POINT THE HANDLE OF THE 3 POSITION VALVE TOWARD THE OUTLET WITH TWO HOSES. ONE OF THE HOSES WILL HAVE A HAND -OPERATED VALVE AT ITS CONNECTION. MAKE SURE THIS VALVE IS CLOSED. 4 STRESS TO REQUIRED GAUGE PRESSURE AND RECORD ELONGATIONS. 5 OPEN THE HAND OPERATED VALVE ALLOWING PRESSURE TO FLOW THROUGH THAT HOSE TO THE SMALL RAMS IN THE HYDRAULIC SEATING ATTACHMENT. THIS WILL SEAT THE GRIPPERS INSIDE THE ANCHORAGE. 6 MOVE THE 3 POSITION VALVE TO THE OTHER OUTLET AND ACTIVATE THE PUMP, THUS RETRACTING THE MAIN RAMS. 7. TO RELEASE THE JACK FROM THE STRAND, PUSH FORWARD ON THE JACK AS THE RAMS RETRACT. THE GRIPPERS WILL AUTOMATICALLY RELEASE. STRESS CHECK OCCASIONALLY IT WILL BE ADVISABLE TO USE A GAUGE READING TO CHECK THE FINAL ANCHOR FORCE IN THE STRAND. THIS IS DONE AFTER THE GRIPPERS ARE SEATED BUT BEFORE THE JACK IS REMOVED FROM TH STRAND. ACTIVATE THE PUMP, RE -APPLYING TENSION TO THE STRAND. WATCH THE GAUGE CLOSELY AS THE PRESSURE RISES. AT SLIGHTLY ABOVE ANCHOR FORCE, THE GAUGE POINTER WILL SUDDENLY DROP BACK A LITTLE AS THE STRAND GRIPPERS ARE UNSEATED. THE PRESSURE AT THE BOTTOM OF THAT DROP, BEFORE THE POINTER STARTS TO RISE AGAIN, IS THE ONE WHICH INDICATES THE FINAL ANCHORAGE FORCE IN THE STRAND. THE STRAND IS RELEASED TO IT'S SEATED POSITION BY MOVING THE 3-POSITION VALVE HANDLE TO THE OTHER INLET. THE RE -USABLE GROMMET FORMS A HOLE 2Yi'IN DIAMETER WHICH IS TO BE FILLED AND SEALED WATER -TIGHT. USING A CUTTING TORCH, BURN OFF EXCESS STRAND 1" + FROM FACE OF ANCHOR. BE CAREFUL NOT TO DIRECT FLAME ON GRIPPERS. USE A LARGE HOT FLAME AND COMPLETE THE CUT AS QUICKLY AS POSSIBLE. TENDONS ARE TO BE CUT ONLY AFTER STRESSING RECORDS ARE REVIEWED AND ACCEPTED BY ENGINEER. INSTALL GREASE CAP WITH 0 RING. USING A STIFF GROUT MIXTURE (SEE SPEC FOR GROUT REQUIREMENTS), PACK HOLE AND FINISH SURFACE TO DESIRED TEXTURE TO MATCH SLAB. IF EDGE OF SLAB WITH STRESSING HOLES IS TO BE BELOW GRADE, COAT WITH EPDXY OR ASPHALT AFTER DRY -PACKING. MISCELLANEOUS ALL THE EQUIPMENT USED FOR HANDLING AND PLACING TENDONS MUST NOT DAMAGE OR DETERIORATE THE PRESTRESSING STEEL OR THE ANCHORAGES. BURNING AND WELDING IN THE VICINITY OF THE TENDONS IS DISCOURAGED. CARE MUST BE TAKEN TO ENSURE THAT TENDONS ARE NOT SUBJECTED TO HIGH TEMPERATURES, WELDING SPARKS OR GROUND CURRENTS. RCR PLACING DRAWINGS ARE INTENDED FOR TENDON AND SUPPORT BAR PLACEMENT ONLY. SEE ARCHITECTURAL DRAWINGS FOR EACH LOCATION OF EDGE FORMS, OPENINGS, CHANGES OF LEVEL AND FINAL FINISHED CONCRETE ELEVATIONS OF SLAB AND BEAMS. ALL INSERTS FOR SUSPENDED MECHANICAL AND ARCHITECTURAL WORK MUST BE CAST -IN -PLACE. IF ADDITIONAL FASTENERS ARE REQUIRED , POWER -DRIVEN FASTENERS WILL BE PERMITTED ONLY WHERE THEY WILL NOT SPALL THE CONCRETE AND NOT DAMAGE THE TENDONS. CONTRACTORS MUST LOCATE TENDONS AT THE SURFACE OF THE SLAB BEFORE DRIVING FASTENERS. ALL POST -TENSIONED CONNECTIONS TO PT SLAB MUST BE REVIEWED BY ENGINEER OF RECORD PRIOR TO INSTALLATION. ALL POCKETS AND CLOSURE STRIPS REQUIRED FOR ANCHORAGES MUST BE ADEQUATELY REINFORCED AS NOT TO DECREASE THE STRENGTH OF THE STRUCTURE. 0521/201B FILE COPY Permit i"4o.� 360 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize Vie violation et any adopted code or ordinance. Receipt 0/ approved Field Copy and conditions is acI no'.v!edged: By: Bete: City of Tukwila BUILDING DIVISION DCI ENGINEERS No Exceptions Taken X Note Markings Revise & Resubmit By: tbolser Date: 05/16/2018 THIS REVIEW IS FOR GENERAL CONFORMANCE TO THE DESIGN CONCEPT AND CONTRACT DOCUMENTS AS TO THE STRUCTURAL ELEMENTS DESIGNED BY DCI ENGINEERS. REVIEW OF ANY NON-STRUCTURAL ELEMENTS DEPICTED IN THIS SUBMITTAL HAS BEEN SOLELY FOR THE PURPOSE OF EVALUATING THE IMPACT ON THE STRUCTURAL ELEMENTS DESIGNED BY DCI ENGINEERS. REVIEW OF THE SPECIALTY STRUCTURAL ENGINEERS (SSE) DESIGN IS FOR CONFORMANCE TO DESIGN CRITERIA AND COMPATIBILITY WITH THE DESIGN OF THE BUILDING AND DOES NOT RELIEVE THE SSE OF RESPONSIBILITY FOR THAT DESIGN. MARKINGS OR COMMENTS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM COMPLIANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR REMAINS RESPONSIBLE FOR DETAILS AND ACCURACY; FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS; FOR SELECTING FABRICATION PROCESSES; FOR TECHNIQUES OF ASSEMBLY; AND FOR PERFORMING WORK IN A SAFE MANNER. REF 9 and 10/s4.01 TYPICAL POST -TENSIONING DETAILS Fr -SUPPORT AT PLATE LOW POINT IJSTMETRICAL SCAM AND SLAB ,,SUPPORT SUPPORT PLAN FOR CHAIR HEIGHTS AND SPACING NOTE: STRANDS WILL BE TIED TO THE BARS t CHAIRS. TIE BARS WILL BE CHAIRED AT EACH BUNDLE INTERSECTION. (TYP.) E STRAND PLC FO- BUNDLE SPACING SLAB THK OR LESS O FAR BUNDLE SPACING SLAB T' THK OR MORE HAIRPINS REF. 13/SS 2' MIN. CLEAR _J cy "4T 415 co0- CONTINUOUS a 1111111111. 611111111•1 ■ HAIRPINS REF. 13#i501 w4 T 4 B CONTINUOUS CHAIR ANCHORAGE TO CENTER OF SLAB AT DEAD END (UN.O. IN DETAILS/ PLACE BACK UP BARS WITHIN I' FROM ANCHOR SEE SUPPORT PLAN BURN OFF STRAND AFTER STRESSING ADD GREASE CAP W/ 0-RING ALL ANCHORS ARE FULLY ENCAPSULATED PRECISION HAYES PT SYSTEM SLAB PROFILE DETAIL CONSTRUCTION JOINT 04 T 4 B CONTINUOUS XPOSE 12" FOR STRESSIN REWRAP BEFORE NEXT POUR SECOND POUR FIRST POUR "3 HAIRPINS PER 1106601 ALL ANCHORS ARE GTI ZERO VOID FULLY ENCAPSULATED PT SYSTEM REF 9 and 10/s4.01 OPENING DETAIL TWO CABLE BUNDLE THREE CABLE BUNDLE FOUR CABLE BUNDLE FIVE CABLE BUNDLE E ELONGATION El FIRST ELONGATION E2 = SECOND ELONGATION STRESSING END PLAN DETAI "4 SUPPORT BAR C.G. STRAND f'I/4' CHAIR SLAB HBOLSTER EIGHT HEIGHT STANDARD CHAIR WITH "4 BAR ON TOP UNO. SEE SUPPORT PLAN FOR SIZE SEE DETAIL S/60 �---14/S4.01 2° CLEAR ETWEEN TENDONS HAIRPIN WHERE TENDON OFFSET EXCEEDS 1:12. MAXIMUM OFFSET 15 1:6 SLA TENDON LEGEND F TENDON SUPPORT G SLAB ANCHORAGE DETAIL E TYP. HAIRPIN DETAIL These shop drawings illustrate the details of the Rose City Rebar post -tensioning system. They were prepared in conformance with the structural design provived to RCR by the project owner or it's representative. RCR took no part in the preparation or review of said structural design and RCR disclaims ant liability for it. The stamp or seal of an RCR employee or agent on these shop drawings pertains only to the transfer of the forces required bt the engineer of record on the structural drawings, and not to the adequacy of the structural design. No warranty, express or implied, as to the adequacy of the structural design is made by any such stamp or seal. H a,AN aFFAg DETAIL ,a,aNdn,nn,mwNv� mmi 9uilding Code or d,e imemmiona1 Building Co. pomille for mnf ems wino all NMI, mid pan. Mi.. uu 'Base RR nM rieet ana Raaaa xXh 1 en g,U uspn simfiq (iv ' sump ma�� designm amee Jurisdiction CITT a* "itrZ r" Dr KRTY SeawN Dma 9/3/IPJ RED M ORMON, INC. coda Review Coma. &POST•1ENSIONIN6 5512A N.E. 105TH A NOR AND, OR. 9722C (503) 252--4975 (503) 252-9306 (F/ )-PROJEr' IGOAWN BY CLH REVIEWED BY IFA 5/2/2018 CON A( "OR REVIEWED FOR CODE COMPLIANCE APPROVED SEP 102018 City of Tukwila BUILDING DIVISION 6 ILL 2018 >(EID MIDDLETON, INC. D STERLING SOUTHCENTER ISrewIng number ADDRESS ENGINEER 415 TUKWILA, WAD URECEIVED PT-1 CITY OF TUKWILA DCI JUN042018 IGGLonHoc( a ,e FARWEST STEEL PERMIT CENTER 18015 — this grid doesn't exist 34'-II' 8 SP 9 3'-334' S SP to 2 0 5 SP e 3l/4 J 5 ' m�a 63j4`< - vii provide shaft for trash chute 4r/i' CGS 314 3 234 31/4 5 • 114 114 2r24 9 3'-6s/a° 34'-II' 2T-Ira%4° 4 5P 9 4'-0' 6 SP 61 3'-51r2' 6 SP 0 2'-10° 3 0 3'-134' 6 SP a 2'-1134" 4) Mr igiummilonammummatojimmo 4.1 12'-4Y4' 5 SP 8 3'-4'e' � a SP 9 3'-V/a° I I I I 6 SP ® 4'-0' - SP " 3'-1103 5P 9 3'-21/4' I 5 SP o 3'-114' 6 SP 4'-0' 55P93'-54 5 SP 3 3'-13r4° 6 th» B -61/2' 1 8 SP 3 41/2' CGS _ . �■�,-� 111 6 SP 9 2'-1134' 4 38 2'111 rr4 6 SP 4 3 234 3 4 434 5'/z N m al . a, v 15 F -2 5 1 1314 12 4 34 = ; 34343 4 314 4 5r/z 514 51/R 1234 1314 4r/z' CGS 8 SP ® 3'-5!3° *SUPPORT SPACING AT LINE E.25 CG5 8 SP 3 3'-1' 3r4 234 r�l r- t!) V' 38 4 SP o 4'-0' 634 I 34 3 II 3 II 4 4 l4 5114 51/4 II Il 4i4 41/a 3r/4 2 34 2 3r4 5r4 N 7 \yd1 y N d l in IINNNN -a- -I- 634 mN I 5 r 4rk,' CGS 2r4 2k SLOPED SUPPOti'T CD 410 410 4 23/4 IL 3 tll' 1 . ry N 8 TI) 41/z' CGS 8 SP m 3'-4° 4 11 234 4''4' CGS 6 SP a 3'-II' 31/4 '4 4,2CGS 8 5P 9 3'-4ira° 3r1/ 234 MOMS 34'-II° 6 SP 9 5 SP 3'-3' 0 SUPP.IRT SPACING AT LINE F SUPPORT SPACING AT LINE D.3 6 5P a 3'-934' 4 SP -534° SUf PORT SPACING AT LINE 53 2' 2'4 41/4 • 1 41/4 -_-4 z• CG5 234 13/4 21/4 z1z' inINVETEIMIDI 111.1110 Mum 'p34ppM -I 33/t,l 634 AM • CI- �1E_ SAE 434 43a 2a ki Ira 4r/a' CG5 limmiamtrol 3, 6 , 634 m4 2" 3 h' CGS 88 N ro 314 4CG5 size of opening is Incorrectly shown N S SUPPORT SPACING AT LINE 15 SUPPORT SPACING AT LINE G 6 SP m 3'-10° SUPPORT SPACING AT LINE AB S 8 SP ® 3'-534," S SP . 2'—V4s° .m mss r 11.tS— c , 0512112018 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 10 2010 City of Tukwila BUILDING DIVISION NOTES: I.) SEE PT -I FOR GENERAL NOTES 8 TYP. DETAILS. 2.) ALL SLAB ANCHORS SHALL BE LOCATED AT MID -DEPTH OF SLAB. 3.) Er. ELONGATION. 4.) SLAB THICKNESS IS 9' TYP. UN.O. 5.) PLACE BANDED BUNDLES AT 12' O.G. UN.O. 6.) MIN. 2 TENDONS SHALL BE PLACED DIRECTLY OVER COLUMNS, BOTH DIRECTIONS. Jn�( SEP 072018 11-11 REID MIDDLETON, INC. RECEIVED CITY OF TUKWILA JUN 04 2010 &PNSNPNSIONIK 3703 NW GATEWAY AVENUE VANCOUVER, WA 98660 360-735-8744 YtHMI 11,EN I EN REV. REMARKS DATE TITLE SUPPORT PLAN LEVEL 2 DRAWN BY CLH RRGL``STERLING SOU THCENTER REVIEWED BY DATE IFA 5/2/2018 ADDRESS ENGINEER 415 BAKER BLVD, TUKWILA, WA DCI drowing nonmer PT-2 Contract number 18015 8 SP a3 3'-2r4° CONTRACTOR FARWEST STEEL 7°J 4 4 4' 63/a" ° 34'-II" 6 -2)2" ) .� 34'-11" 21'-103/4" 12'-4ya" 52 VYa / 34 11 1'-I{° 8 SPACES 3'-0" IT SPACES . 4'-0" 50 SPACES a 4'-0" 10 SP . 3'-6° 1' 10` 1 3 X 14a' EI=3ie° E2=13a" WHT-ORA 3 X 180' EI=63e" E2=13n° YEL-0-A 6 X 89' E=1" PINK-YEL EI=33ie" E2=13a° WHT-GRN 6 X 125' EI=1 E2=3° BLUE-GRN 3 133' EI=3° E2=11/2° BLUE-YEL 3 X 112' EI=5ia" E2=1%'' 9 X 122' E1=1° E2". 4." SLUE-ORA ' 3 X 81' E=638' ORA-RN A :1' EI=l° E2=13a' NO COLOR 24 X 62' E=434" RED 181' E1=1" E2=13a° NO CoLO= II +-i - 1�_ m1■■�It� JlluiNIIiUIIiiI1iIUIIiIflI i� ��si ift=l •. i•.�- _ -- i_ p __ �!� inJ==amom _tMIMIIItIIIIIIIIIIII 1Imt I .�1111111111 t1111111111t1111111111t!_!_.■.■gt_ ww in x 1 J• EYir , �`�,Iii hi tu fu Wmx oilit II II 'n R1 Illlit....111,==.....,. i1111111111 n�cEll rr ==��=r===a�t�nr �■u�1■11t�t_fe• -.its ■t_t� �� ��L���t�:u_ ��■t���� 1■��t�,����■1_��'__��t �� L���.,t���La-��I■■tom . &1 LL tx : 1 N�w �,li X ', � i L I 411111111111111111111111. = :1 -mac II '6 isississimismaimi ii xW� ,-__ E amm �25 _ tut .w���e . .�■�■ ■t��li � ® ■ate_ ��ii■fit i �■ ■ �■■:_■t_ ■■■■ ■Sir...■. ■■■■ r= � P�� I W �, ro.o,...ii 0572112018 0 VERIFY CABLE COUNT �, • �.. r i II I \, v v w p y. 10 banded tendons V Y N0 ,iv II Ir�31■,■„■„ ,PGy-oF • ��E tn "' W��q�� m itiTI lik 1.1y 18 X I28' EI=3" E2=1' WHITx ingj���ai��Jfrilw4IIM".1111.* REVIELVED FOR ,„� mritamilmowa C 18 banded °� „� .AIt■� ■�i■t■CtiT�■ .�■n -1 t� 11 E 12band kt 1 BUILDING DIVISION in (H .i. I i %k �tirl ���i NOTES: I.) 5EE PT-1 FOR GENERAL NOTES 8 TYP. DETAILS. .0 'r tendon count °°tt° 4 not 2.) ALL SLAB ANCHORS SHALL BE LOCATED AT MID -DEPTH OF SLAB. 3.) E. ELONGATION. :°"9° em°^ccmonc an1tl 4.) SLAB THICKNESS IS 9" TYP. U.N.O. 3 X 154' EI=5" E2=1�e" WHT-YEL SJ PLACE BANDED BUNDLES AT 12" O.C. UN.O. x.v I 1 6J MIN. 2 TENDONS SHALL BE PLACED DIRECTLY OVER COLUMNS, BOTH DIRECTIO F. �`c'i)116 X 158' EI=5° E2=l1iz° WHT-BLUE D EV 0 EWE D .5 �� x.:=psi �t��W�t■It�t_t� i —� :: �-iii���1OFTUWlk �—�I'e a—==_te�c-e�«M�iil �t�t�__■�.x SEP 81 2818 N 1 REID MIDDLETON INf.Z \/ \I 1r \1 - 3 3 X 36' E=2 ia" PINK-BLUE6 k l E=3° ��N X 39' RED-YEL AREV. AVAY AVENUEx_ REMARKS DATE �IIIIUlIiII� ■ 3 X 190' E1=Ilia° E2=134" PINK-GRN /AN 8660 8 � Iii�E TENDON PLAN -' =.��—r••2:xo31EEl=18z52=1NocoLoF2 ���� nn '� --_ _�- 1111111111111111111111111111119X54 2 0 IliMgeigallialill E=41iED-GRN e 3 X 119' EI=11i` E2=1' PINK-ORA DRAWN ° K0 �`STER LING SOU THOEN TER CLH SER to verify =4888° RED-ORA L"`w`D BY "'"812°SS 415 BAKER BLVD. TUKWILA, WA PT 3 6 X 90' E=1' PINK-WNT DATE FNGiN I:: f' t �FA 5/2/2018 DC S .,0,1, a `u,nbc, 8 VERIIYCABLE SPACING @4'-0" OC z FARWEST STEEL 18015 REVISED PER EARTHBOUND DESIGN CHANGES. REVISED PER STRUCTURAL PLANS DATED 06/15/18. REVISED PER STRUCTURAL ENGINEER'S COMMENTS DATED 05/01/18. 20 1/7b. Z 0 (75 LAI CC GENERAL NOTES COMPONENT SELECTION SCHEDULES COLLECTOR STUD CAPACITY SCHEDULES 1. THE SLACKJACK' DEVICE COMPONENTS INCLUDE: EARTHBOUND THREADED ROD CAPACITIES IBC 2015 A. SJA INNER AND OUTER SLEEVE CYLINDERS 18. DRILLED OR BORED HOLES: DRILLED HOLES THROUGH VERTICAL COMPRESSION MEMBERS SHALL NOT EXCEED 25% OF THE STUD OR POST WIDTH, FOR EXAMPLE: 7/8" DIA. HOLE 0059514 LOAD COLLECTOR STUD CAPACITIES FOR DOUG FIR STUDS ON DWG FRE PLATES B. PRE -COMPRESSED COMPRESSION SPRING IS MAXIMUM ALLOWED IN 3 1/2" WIDE STUD OR POST UNLESS APPROVED BY EOR. Amass) IBC 2015 ROO REMARKS TOTAL 9'-6" CAPACITY *4 4,-676•-0 CAPACITY C. NUT: ALL NUTS TO CONFORM TO ASTM A563 GRADE "A" FOR 60 ksi AND THE BORED HOLE SHALL BE AT LEAST 5/8" AWAY FROM EDGE OF STUD. 1/24 DIA, 4.470 LBS ASINI A 36 (952) 14,1105, 164200 STUDS REQUIRED 2x4 2x6 3x4 4x4 408 4x8 BRINE TRIMMERS ONLY GRADE "C" FOR 120 ksi TENSILE STRENGTH THREADED RODS. 05 5/8 DIA. 7.120 LBS AellA A 36 000 SJA 215, 225. 415, 425 arr. I PLAN VIEW STUDS STUDS STUDS POSTS POSTS POSTS NO, OF 2x4a 1 2x6a D. SWIVEL WASHER 19. CUTTING AND NOTCHING' WOOD VERTICAL COMPRESSION MEMBERS ARE PERMITTED TO BE 3/4. DIA. 10,540 LDS AS314 A 36 (UNC) SJA 216. 226. 416, 426. HJA 716. 726 SEIGLE CAPACITY: BRIDGE TRIMMERS 3.251# I 5,156# CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25% OF IT'S WIDTH PER 2308.9.10 PER Re 7/8. DIA, 14,5. LEIS ASTM A 36 UNC SJA 217, 227, 417, 427, HJA 717, 727 .40 2. ALL THREADED2015. RODS SHALL CONFORM TO THE FOLLOWING SHOP DRAWING MARKS: IBC05 MIIIMIIII 19,080 LBS ASILI A 36 UN SJA 218, 228, 418, 428, HJA 718, 728 2 PI 4- 14 2* 6,563# 1 10,313# 1. Rx = ASTM A36 OR 0307, fu = 60 ksi. Re I 1 1/8 DIA. 24,040 LBS AS A 36 UNC SJA 219, 229. 419, 429, HJA 719, 729 3 NI + 11 2. SRxP = ASTM 11554 GRADE 55, fu = 75 ksi. R10 1 I/O"DIA. 30,530 LDS AS A 3 LI SJA 4110, 4210, SJS 4110, 4210, WA 7110, 7210, HJS 4110, 4210 4 [41 . 10/ 4* 13,125# 20,625# 20. STUD/POST/TRIMMER NOTCHING AT CONFLICTING BEARING PLATES INTERFERENCE. R12 1 1/2" DIA. 770 LBS ABlIA A 36(UNC SJS 4112, 4212, HJA 7112, 7212, WS 4112, 42121,0 3. BOHS = ASTM 4449 (fu = 120 ksi UP 1". fu = 105 ksi 1-1/8" THRU 2-1/2") A. THE MEMBER SHALL BE NOTCHED TO THE EXACT THICKNESS AND AREA OF THE STEEL 014 1 3/44 DIA• 59,836 LBS AS,/ A 56 UNC 5 RN + or ASTM A19387 (fu = 125 ksi). PLATE TO MAINTAIN THE FULL BEARING AREA OF THE NOTCHED COMPRESSION MEMBER. 01 1/2. A. 5,230 LBS AS314 F1554 GR55 (UNC) M.1100, M.1200 6 ou = NA 6* 19,6884 I 30,938# NOTES: B. IF THE REQUIREMENTS OF ITEM "A" ABOVE ARE NOT MET, THEN ADDITIONAL 5P 5/8" DIA. 8,900 LBS AGRA F1554 G1255 (LINO SJA 215, 225, 415, 425 7 NIREINER) CT X = ROD DIAMETER IN EIGHTS OF AN )NCH. (ie. R7M = 7/8" ASTM 11554 GRADE 55) COMPRESSION MEMBERS SHALL BE ADDED TO ACHIEVE THE REQUIRED TOTAL BEARING 3/4" DIA. I 13170 LBS ASV F1554 GR55 (1),NC) SJA 216. 226. 416, 426, HJA 716, 726 26.250# 41,250# A36/A307 IS ZINC PLATED FINISH ONLY IF "SRxP"AND "HS" ROD ARE USED ON SAME AREA. ADDITIONAL COMPRESSION MEMBERS SHALL RECEIVE SHEAR PANEL NAILING osp 7/8" 04. I 18,150 LBS 661I4 11554 6055 (IMO SJA 217. 227. 417. 427, HJA 717, 727 8* PROJECT, OTHERWISE PLAIN FINISH. PER THE REQUIREMENTS OF THE EARTHBOUND SHOP DRA1MNGS. SP 1" DIA. j 23,850 LBS 06714 11554 GR55 (UNC) SJA 218, 228, 418, 428, HJA 718. 728 9 FUME/4F c. "SRxP" AND "HS" RODS ARE ALWAYS PLAIN FINISH. C. PLYWOOD SHIMS MATCHING THE EXACT THICKNESS OF THE STEEL BEARING PLATE MAY54490 .050 LBS ; /4,8." D AS554 GR55 (UNG) TM71 SJA 219. 229, 419. 429. HJA 719, 729 10 Ni.4{4W, 83 I BE USED N UEU OF NOTCHING. ALL ADDITIONAL REQUIREMENTS ABOVE SHALL BE OP / DIAAI l' 360 LIM AS F1554 GR55 (UNC) SJA 4110, 4210, SJS 4110, 4210, HJA 7110, 7210, KIS 4110, 4210 4. SMOOTH SMOOTH ROD (SRxP) NAMING CONVENTION: <SRxP = yy.y> MET. SR12P 1 1/2' Din. L SS ' '7 I'S 't '7 S4 ASTLI F1554 GR55 (IINCL SJS 4112, 4212, HJA 7112, 7212, KIS 4112, 4212 NOTES: 1) STUDS SHOWN ARE THE MINIMUM COMPRESSION MEMBERS REQUIRED FOR 1. X = ROD SIZE IN EIGHTHS (SR7P = 7/8" DIA ROD, PLAIN FINISH) 4P 1 3/4" DIA. i , I L'B AS10F1554 GR55 (UNC) THE EARTHBOUND SYSTEM. 2. y = ROD LENGTH IN FEET (10.0 = 10.0 FEET) 21. MINIMUM REQUIREMENTS FOR BLOCKING IN THE JOIST SPACE AT HOLDOWN LOCATIONS ARE: A449 ROD A19 87 ED SZES 2) DOUG FIR CALCULATION 2x4s, PRE,, Ws, 4640 NOTES: (BASED ON 2015 AIDS) (NO. 2 GRADE): rc PARALLEL = 1350 PSI A. BLOCKING SHALL SPAN THE FULL WIDTH OF THE SHEAR WALL TOP PLATE OF THE 3. STANDARD RODS ARE ZINC PLATED. s 5/8 DIA, 14,240 LBS 4.830 LOS SJA 215, 225, 415, 425 6xs AND LARGER (NO. 1 GRADE): Mc PARALLEL = 1350 PSI FLOOR LEVEL BELOW THE JOIST SPACE. 3/41 DIA. 21,070 LBS 21,950 LBS SJA 215, 225, 416, 420 HJA 716, 726 re PERPENDICULAR = 625 PSI FOR DOUG FIR PLATES. P14'',2 bo,, 3-. DO co S S boo 77 \ DATE 4. ALL BEARING PLATES ARE FABRICATED FROM ASTM A36 STEEL. B. BLOCKING SHALL EQUAL THE OUTERMOST DIMENSIONS OF THE "FOOTPRINT" OF THE _ 7/(4" DIA. 29.090 LBS 30,300 LBS SJA 217, 227, 417, 427, HJA 717, 727 3) * DENOTES NO, OF BRIDGE TRIMMERS UNDER COMPRESSION BR/DGE, 5. ALL STEEL BEARING PLATES SHALL HAVE FULL BEARING CONTACT AREA ON TOTAL HOLDOWN WOOD COMPRESSION MEMBERS OF THE FLOOR LEVELS BELOW AND aatis 1. DIA. .160 LBS 39.750 LBS SJA 218, 228. 418, 428, HJA 718, 728 4) ** DENOTES THAT FINAL POST HEIGHT SUBTRACTS 4 1/2' FOR 2x TOP PLATES AND 2x BOTTOM PLATE, WOOD MEMBERS. ABOVE THE JOIST SPACE. ROHS 1 1/8" DIA. 42,080 LBS 50,090 LBS SJA 219, 229. 419. 429, HJA 719, 729 RIOHS 1 1/4" DIA. 53,420 LBS 63,600 LBS SJA 4110, 4210, HJA 7110, 7210, HJS 4110, 4210 6. COUPLING NUT CONNECTION: CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY C. THE SPACE BETWEEN BLOCKING WHERE THE ROD IS LOCATED SHALL NOT EXCEED 3". THAT AT CONNECTIONS WITH THE SAME SIZE ROD THAT EACH ROD IS THREADED 11/21 DIA. 77,460 LBS 92.220 LBS SJS 4112, 4212, HJA 7112, 7212, WS 4112, 4212 HALF WAY INTO COUPLER FROM EACH SIDE. HIGH STRENGTH (HS) COUPLERS SHALL D. COMPRESSION CAPACITIES OF BLOCKING MATERIALS SHALL BE EQUAL TO OR GREATER RI S 1 3/4" DIA. I 104,710 LBS 124,650 LISS --- La BE USED WITH HIGH STRENGTH (HS) RODS UNLESS NOTED OTHERWISE. STANDARD THAN THE RELATED JOISTS. THE VERTICAL DIMENSIONS SHALL BE EQUAL. SEE PANEL NAILING SLACKJACK NUT FULL HEIGHT STRENGTH COUPLERS ARE ZINC PLATED. HIGH STRENGTH (HS) ARE NOT PLATED. NOTE "E" FOR EXCEPTION. EARTHBOUND BEARING PLATE CAPACITIES DF SJA ROD SIZE CODES (TYP) DEVICE STUD TYP. WHERE REDUCING COUPLERS ARE USED, COUPLER SHALL BE FULLY SEATED ON THE LARGER DIAMETER ROD BEFORE ENGAGING THE SMALLER DIAMETER ROD. E. VERTICAL GRAIN BLOCKING SHALL BE TRIMMED TO ACCOUNT FOR POSSIBLE PLATE ITerralLNIIAL COLOR PLATE DISENSIONS (IN ) PART ROO ROD WASHER 1' SIGHT HOLES ARE PROVIDED ON STRAIGHT COUPLERS ONLY, SIGHT HOLES ARE NOT SHRINKAGE OF THE JOISTS. CONTACT JOIST MANUFACTURER FOR SHRINKAGE WE LOAD CODE WW1 LENGTH THICK. NO. INAMEIER WE COLOR REFER TO EACH REQUIRED ON REDUCING COUPLERS. INFORMATION. P8 6,650 LBS GREEN 3' 3.5" 1/4" 1.100 or M.1200 1/2" R4 puge, RUN TYPE FOR DRAWN: AA DESIGNED: I AD CHECKED: AD APPROVED: WMN 7. COLORS REFERENCED ON THIS DRAWING ARE PROVIDED FOR CONVENIENCE TO P8 8,470 TITS BLACK 3-1/4" 4.25" I/O" SJA 2x5 or 45 S/8" R5 i''''°< TOTAL NUMBER OF TRIMMERS / I I / THE INSTALLER AND FOR INSPECTION PURPOSES. F. FLOOR JOISTS SHALL NOT BE REMOVED TO ALLOW FOR THE INSTALLATION BLOCKING. BLOCKING IS ADDITION TO JOISTS. P10 10,510 LBS BLUE 3-1/4" 3/8 " SJA 2x6 or 4x6, HJA 765 3/4" R6 or R6HS GRAY REQUIRED. A I / OF IN THE EXISTING PI2 12.270 LBS GRAY 3-1/4" 5" 5/8" SJA 2x7 or =0, HJA 7x7 7/8" R7 or 0705 BLUE I / 8. SILICONE OR CAULKING SHALL NOT BE PLACED INTO THE SLACKJACK DEVICE OR G. WEB STIFFENERS SHALL BE ADDED TO ENGINEERED LUMBER "I" JOISTS AND ANY DRILLED HOLE FOR RODS AT ANY TIME. CONTRACTOR SHALL USE FIRE P14 14.460 LDS RED 3-1/4" 3/4" SJA 080 or 480, HJA 7x8 1" R8 or R8H8 YELLOW "I" JOIST MATERIAL USED AS BLOCKING. SEE NOTE "B" ABOVE. P18 18,840 LBS YELLOW 3-1/2 9" 1" BM 2x9 or au% WM 7x9 1 1/8" R9 or R9HS WHITE RATED ROCKWOOL OR NON -HARDENING FIRESTOP. (PROVIDED BY OTHERS). P20 21.020 LBS BROWN 3-1/2 10" 1" SJA 4x10, HJA 7410, HJS 400 1 I/O" 810 or R1OHS GREEN SHEAR WALL BOTTOM ROD P-PLATE PLATE REQUIRED BRIDGE TRIMMER 9. ANCHOR BOLTS ARE SPECIFIED BY EARTHBOUND TO CONFORM TO THE LOADS JOB SPECIFIC NOTES: P22 23,210 LBS WHITE 3-1/2"11" 1 1/4f SJS 4,2, KM 7x12, HJS 4x12 1 1/2" R12 or RISFIS RED OR BRIDGE. (TYP) REQUIRED ON THE STRUCTURAL PLANS. CONTRACTOR SHALL BE RESPONSABLE P24 24,310 LBS GOLD 3-1/2" 11.5" 11/4" "x" = SLAGKJACK TRAVEL IN "INCHES* FACE ADDITIONAL TO VERIFY AND COORDINATE SCHEDULED ANCHOR BOLTS WITH THESE ASSEMBLIES. PROVIDE NAILING PER 8/S5.01 AT INTERSECTING SHEAR WALLS WITH HOLDOWNS. P20 26,490 LBS ORANGE 3-1/2" 12.5' 1 1/2" TYP. P- PLATE ORIENTATION NAILING TYP. TRIMMER(S) TYP. dporIpporkb 0 O (1/4°°0'idgigaOt" 10. HOLDOWN RUN ELEVATION VIEWS ARE DIAGRAMS AND MAY NOT DEPICT THE Nam's. & SAMPLE BRIDGE TRIMMER NAILING DETAIL FILE CC:7Y CORRECT NUMBER OF COLLECTOR STUDS REQUIRED. REFER TO COLLECTOR STUD PLAN DIAGRAMS FOR REQUIRED AMOUNT OF ADDITIONAL STUDS DEPENDING ON Perm5t no. PI1/000 SHEAR WALL FRAMING TYPE. ADDITIONAL COMPRESSION STUDS OR POSTS MAY 1. TENSION LOAD WAS CALCULATED FROM THE FOLLOWING EQUATION: A. WM A36/A307 Weeded Rod Capacities are Pe R 60 kaL UNC thread pItch SE Rode 4019 05540755. Rs . 75104 SCALE: NONE BE REQUIRED BY THE STRUCTURAL PLANS FOR DEAD AND LIVE LOADS. Plan WOW BWOVET IS WOO/ /0 C17073 an-, cEla-lana 11. THIS DRAWING WILL BE REVIEWED BY THE ENGINEER OF RECORD. UPON APPROVAL, Approval of canal:03:E, cludamcNs &Ea tE.:,..::::::E3 U.N.O. THIS DRAWING REPLACES THE HOLDOWN SYSTEM PER THE STRUCTURAL PLANS. mom an HS Rods ma Wow en 0009 MO 87, Rir . 128 104 or ARM WO. Ro . 120 FA4 105 MS nbors MRS B. 'Ma 19C 2015 *Sum lo Wadded in nocorcknos to San 1005 an0 ASCE 7-10. 2. PLATE STEEL SHALL BE ASTM A36: Ou = 60,000 PSI, the violation at any adapipd 0333 cr a:El:Ed:3.3. 1.13:3I31 12. ENGINEER OF RECORD SHALL VERIFY COMPLETE LOAD TRANSFER TO FOUNDATION of approved Fiald Copy d condlauf,' EL,ELLE.'„ . LEVEL INCLUDING ALL CODE REQUIRED LOAD FACTORS. By: .44 13. WOOD FLOOR LEVELS SHOWN ARE RELATIVE TO CONCRETE FOUNDATION 3. SUBSTITUTIONS OF DESIGNATED BEARING PLATE SHALL NOT BE PERMITTED, OBTAIN WRITTEN APPROVAL FROM THE ENGINEER. 4. SLACKJACK SELECTION NOTES: THE SIZES SHOWN ABOVE ARE FOR BOTH ONE AND TWO INCH TRAVEL ("SJA 4xy") END WITH GREATER THREAD LENGTH ROD HOLE SCHEDULE TOP/BOTTOM PLATES THROUGH AND BRIDGES THE AND MAY NOT REFLECT THOSE SHOWN IN THE PLANS. Data: )//2-E-/Zr.9( r) i F...:6::,-. -_.. PCH: (. = TRAVEL HEIGHT IN INCHES. y vs ROD SIZE). IWO INCH TRAVEL SLACKJACKS IS ALWAYS UPWARD. ROD SIZE MIN HOLE SIZE MAX HOLE SIZE 14. CONTRACTOR MAY SUBSTITUTE POSTS WITH 2x MEMBERS OR VICE VERSA ONLY IF TOTAL City ci T',.;!:v.'IM 131;m:80,00 ARE REQUIRED ON FOURTH WOOD FRAME LEVELS AND HIGHER. 5. THIS TABLE IS FOR REFERENCE OF FULL PRODUCT LINE, SOME ROD AND PLATE SIZES R4 1 /20 1 0 1-1 /80 PROJECT STERLING SOUTHCENTER RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 EARTHBO UND C O R P O R A TIO N h"PlIw(8319476 °1d:c°6'9 - - 17361 Tye Street SE 0 BEARING PLATE AREA ON BOTTOM PLATE IS EQUAL. BUILDING DIVI2ION 8111,EIGMAGal MAY NOT BE IN USE. THE ENGINEER OE RECORD SHALL REVIEW AND APPROVE SMOOTH ROD PART NUMBER FORMAT: R5 5/80 10 1-1 /5"0 15. REFER TO THE COLLECTOR STUD SCHEDULE FOR WOOD STUD AND FLOOR PLATE alr:flumbing CAPACITIES. SRx-## R6 3/40 10 1-1/80 MATERIALS USED IN LOAD CALCULATION ASSUMPTIONS. 'THE MATERIALS SHALL IV Gas Piping MATCH STRUCTURAL DRAWING REQUIREMENTS UNLESS NOTED OTHERVMSE. TYPICAL 'Crr-=' TOP IWO NUT - X = ROD SIZE IN EIGHTHS (5 # = ROD LENGTH IN FEET (10.5 = 5/8") = 10.5i) R7 7/80 1-1 /8"0 1-1 /4"0 City of Tukwila BuiLt)83Q SLACKJACK' GO.,,i_LORPAKRETYNo, Rb 10 1-1 /4"0 1-3/80 16. FULL HEIGHT COLLECTOR STUD REQUIREMENTS (NOT AT BRIDGE LEVEL - SEE 17A): DIVISION n SWIVEL CD ECROL R9 1-1 /s-0 1-3/8-0 * 1-1/20 A. FULL HEIGHT BUNDLED 2x, 3x COLLECTOR/COMPRESSION AT OUTERMOST STUDS FROM SJA 418 (WSAESEH OR END WITH 3 INCHES OF THREAD R10 1-1 /4"0 * 1-1 /2"0 * 1 -5/8"o EACH SIDE OF THE THREADED ROD SHALL RECEIVE STAGGERED AND DISPERSED EDGE RED IYELLOW CODE) ALWAYS DOWNWARD INTO COUPLER. NAILING PER THE SHEAR WALL SCHEDULE OF THE STRUCTURAL PLANS. ANY REMAINING INTERIOR STUDS SHALL RECEIVE FIELD NAILING PER THE SHEAR WALL SCHEDULE OF THE STRUCTURAL PLANS. ABBREVIATIONS CAPTURE RING --/ "-WASHER COLOR COLOR (000-- CAPTURE ), RING (SEE I I COLOR COUPLING NUT * HOLE SIZES INTENDED FOR 6" ENG NEER OF' RECORD SHALL APPROVE WALL TYPES ONLY. THE USE B. FULL HEIGHT 4x COLLECTOR/COMPRESSION AT OUTERMOST POST FROM EACH SIDE OF THE THREADED ROD SHALL RECEIVE ONE (1) ROW OF EDGE NAILING PER THE 49 ANCHOR BOLT PER ROD COMPONENT SCHEDULE .---01- CODE) .11.1.11.11.1\,...... SMOOTH ROD INSTALLATION OF THESE HOLE SIZES FOR 4" WALL TYPES. SHEAR WALL SCHEDULE OF THE STRUCTURAL PLANS. ANY REMAINING 2x, 3x, 4x INTERIOR MEMBERS SHALL RECEIVE FIELD NAILING PER THE SHEAR WALL SCHEDULE OF THE STRUCTURAL PLANS. BLKG BLOCKING C COUPLER END FOUNDATION C COLOR (SsPEREINcGow4o.," CODE) NOTE: SMOOTH ROD MAY BE INTERCHANGEABLE C. FULL HEIGHT 6x AND LARGER COLLECTOR/COMPRESSION AT OUTERMOST POST FROM EACH SIDE OF THE THREADED ROD SHALL RECEIVE TWO (2) ROWS OF EDGE NAILING PER THE SHEAR WALL SCHEDULE OF THE STRUCTURAL PLANS. ANY REMAINING G HOT DIPPED GALVANIZED ROD OR GALV. TAPPED COMPONENT GO COUPLER GALV. TAPPED ON BOTH ENDS GS COUPLER GALV. TAPPED ON SMALLER ROD DIAMETER END PULL CLIP -...•...._,..., MINT/ACK Paloory, .44, *RING WITH ALL THREAD OF SAME DIAMETER. ALL SHEAR PANEL NAIL IS PER THE SHEAR WALL SPACING SCHEDULE INTERIOR POSTS CAN BE FIELD NAILED PER THE SHEAR WALL SCHEDULE OF THE STRUCTURAL PLANS. CB CORROSION BARRIER PULL BEAPLATE CLIP D. WINDOW AND DOOR TRIMMERS MAY BE USED AS HOLDOWN COLLECTOR STUDS IF HS HIGH STRENGTH SJA 4XY SLACKJACK COMPONENT (X) SLACKJACK DEVICE SERIES TRAVEL SLACKJACK - IAPMO ER-0429 & LA RR 25404 LISTED CAPACITIES EDGE NAIL FULL HEIGHT MEMBER AT EACH END OF '11141100111°'.----41-1111 END OF SHEAR WALL THE FOLLOWING CONDITIONS ARE MET: = COLOR CODE AND MODEL/SERIES TO PART NUMBER CROSS REFERENCE BRIDGE BLOCK. - A CONTINUOUS VERTICAL LOAD PATH SHALL EXIST FROM WALL TOP PLTS. TO WALL BOTTOM PLTS. - ALL WOOD MEMBERS IN THE CONTINUOUS VERTICAL LOAD PATH SHALL BE 1=1 INCH (RED), 2=2 INCHES (GREEN) = (Y) ROD SIZE JST JOIST IAPAIO ER-0429/ LA RR 25404 m00E1J8ERIEs SLACKJACK PART NO. ON DWGS THREADED ROD DIAMETER COMPRESSION CAPACITY TRAVEL COMPENSATION AMOUNT CAPTURE RING 1 COLOR SWIVEL ' WASHER COLOR ARNO ER-0429/ LA RR 25404 MODEL/SERIES SLACKJACK PART NO. ON DWGS THREADED ROD DIAMETER COMPRESSION CAPACITY TRAVEL COMPENSATION AMOUNT CAPTURE RING COLOR SWIVEL WASHER COLOR NAILING OF BRIDGE BLOCK IS PROHIBITED. NAILED ACCORDING TO THE EARTHBOUND SYSTEM REQUIREMENTS. MIN. MINIMUM M 100 MJ 100 1/2" 5,000 LBS 1-INCH N/A RED M 200 MJ 200 1/2" 4,900 LBS 2-INCH N/A ORANGE W...., - THE SHEAR PANEL MUST EXTEND TO INCLUDE THE TRIMMERS USED. 0.C. ON CENTER A 210 SJA 214 1/2" 7,360 LBS 1-INCH BLUE PURPLE A 220 SJA 224 1/2" 7,730 LBS 2-INCH YELLOW PURPLE EDGE NAIL ALL BRIDGE E. COMPRESSION STUDS/POSTS SHALL BE INSTALLED SYMMETRICALLY ABOUT ROD. P PLATE A 210 SJA 215 5/8" 7,360 LBS 1-INCH BLUE BLACK A 220 SJA 225 5/8" 7,730 LBS 2-INCH YELLOW BLACK TRIMMERS. ho..- WHERE QUANTITY OF STUDS IS GREATER THAN THE SPACE BETWEEN ROD OR BEARING PLATE AND THE END OF SHEAR WALL THE ADDITIONAL REQUIRED STUDS PG PERPENDICULAR TO GRAIN A 210 , SJA 216 3/4" 7,360 LBS 1-INCH BLUE GRAY 1 A 220 1 SJA 226 3/4" 7,730 LBS 2-INCH YELLOW GRAY SHALL BE ADDED TO THE OPPOSITE SIDE OF ROD (ASYMMETRICALLY). R ROD UNO UNLESS NOTED OTHERWISE A 210 ' SJA 217 7/8" 7,360 LBS 1-INCH BLUE BLUE A 220 SJA 227 7/8" 7,730 LBS I 2-INCH YELLOW BLUE - i A 210 SJA 218 1" 7,360 LBS 1-INCH BLUE YELLOW A 220 SJA 228 1" 7,730 LAS I 2-INGH YELLOW YELLOW BRIDGE TRIMMER FACE REVIEWED FOR F. COLLECTOR STUDS DO NOT NEED TO BE STITCH NAILED. SHOP DRAWING DISCLAIMER A 210 SJA 219 1 1/8" 7,360 LBS 1-INCH 8LUE WHITE A 220 SJA 229 1 1/8" 7.730 LDS 2-INCH YELLOW WHITE (STITCH) NAILING PER SHOP DRAWINGS. REQUIRED .-3,2",Q,..0101111111111111114 CODE COiVIPLIANCE 17. COMPRESSION BRIDGE REQUIREMENTS: A 210 SJA 2110 1 1/4" 7,360 LBS 1-I66H BLUE GREEN A 220 SJA 2210 1 1/4" 7,730 L85 2-INCH YELLOW GREEN ON TWO (2) TRIMMERS NIP ja APPROVED A. ALL FULL HEIGHT 2x AND 3x MEMBERS ON EITHER END OF THE BRIDGE SHALL RECEIVEONLY. EDGE NAILING NAILING PER THE SHEAR WALL SCHEDULE OF THE STRUCTURAL PLANS. THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE EARTHBOUND SEISMIC HOLDOWN A 410 SJA 414 1/2" 14,000 LEIS 1-INCH RED PURPLE A 420 SJA 424 1/2"14,000 LBS 2-INCH GREEN PLWPTE Al I NOV 20 2018 B. ALL FULL HEIGHT 4x COLLECTOR/COMPRESSION POSTS ON EITHER SIDE OF THE BRIDGE SYSTEM. THEY WERE PREPARED IN CONFORMANCE WITH THE STRUCTURAL DESIGN PROVIDED A 410 SJA 415 5/8" 14,000 LBS 1-INCH RED BLACK A 420 SJA 425 5/8" 14,000 LBS 2-INCH GREEN BLACK WI, • 4 A PR -- SHALL RECEIVE ONE (1) ROW OF EDGE NAILING PER THE SHEAR WALL SCHEDULE OF TO EARTHBOUND CORPORATION ("EB CORP.") BY THE PROJECT OWNER OR ITS REPRESENTATIVE. A 410 SJA 416 3/4" 14,000 LEIS 1-INCH RED GRAY A 420 SJA 426 3/4" 14,000 LBS 2-INCH 1 GREEN GRAY BRIDGE City of Tukwila THE STRUCTURAL PLANS. EB CORP. TOOK NO PART IN THE PREPARATION OR REVIEW OF SAID STRUCTURAL DESIGN AND EB A 410 SJA 417 7/8" 14,000 LBS 1-INCH RED BLUE A 420 SJA 427 7/8" 14,000 LBS 2-INCH GREEN BLUE LEVEL . BUILDING DIVISION C. ALL FULL HEIGHT 6x AND LARGER COLLECTOR/COMPRESSION POSTS ON EITHER SIDE OF CORP DISCLAIMS ANY LIABILITY FOR IT. THE STAMP OR SEAL OF AN EB CORPORATION EMPLOYEE A 410 SJA 418 1" 14,000 L8S 1-INCH RED YELLOW A 420 SJA 428 1" 14,000 LBS 2-1NCH GREEN YELLOW! A THE BRIDGE SHALL RECEIVE TWO (2) ROWS OF EDGE NAILING PER THE SHEAR WALL OR AGENT ON THESE SHOP DRAWINGS PERTAIN ONLY TO THE TRANSFER OF THE FORCES A 410 SJA 419 1 1/8" 14,000 LBS 1-INCH RED WHITE I A 420 SJA 429 1 i/a" 14,000 LBS 2-INCH GREEN WHITE _....111 SCHEDULE OF THE STRUCTURAL PLANS. REQUIRED BY THE ENGINEER OF RECORD ON THE STRUCTURAL DRAWINGS AND NOT TO THE REVIEW AND ADEQUACY OF THE STRUCTURAL DESIGN. A 410 SJA 4110 1 1/4"14,000 LBS 1-INCH RED GREEN 1 A 420 - SJA 4210 1 1/4" 14,000 LBS 2-INCH GREEN GREEN '''' CITY:t8:FEOT:UV2EK01191:ILA D. ALL BRIDGE TRIMMERS SHALL BE 2x MEMBERS ONLY (U.N.0.) AND SHALL BE INSTALLED T 410 SJT 414 1/2" 9,000 LBS 1-INCH ORANGE PURPLE I A 610 CIA 614 1/2" 20.340 WS 1-IN0H TAN PURPLE SYMMETRICALLY AS SHOWN (U.N.O.). NO WARRANTY, EXPRESSED OR IMPUED, AS TO THE ADEQUACY OF THE STRUCTURAL DESIGN IS T 410 SJT 415 5/8" 9,000 LBS 1-IN0H ORANGE BLACK A 610 SJA 615 5/8" 20.340 L85 1-INCH TAN BLACK REVISION___;___Na..2. E. ALL BRIDGE TRIMMERS SHALL RECEIVE EDGE NAILING PER THE SHEAR WALL SCHEDULE MADE BY ANY SUCH STAMP OR SEAL. T 410 SJT 416 3/4" 9,000 LBS 1-1NCH ORANGE GRAY A 610 SJA 616 3/4" 20.340 18S 1-INCH TAN GRAY OF THE STRUCTURAL PLANS (U.N.0.). T 410 SJT 417 7/8" 9,000 LBS 1-INCH ORANGE BLUE A 610 , SJA 617 7/8 20,340 LBS 1-INCH TAN BLUE PERMIT CENTER F. THE BRIDGE TRIMMERS ADJACENT TO THE FULL HEIGHT STUDS (ONE EACH SIDE) SHALL COLLECTOR STUD DIAGRAM KEY T 410 SJT 418 1" 1 9,000 LBS 1-INCH ORANGE YELLOW A 610 1 SJA 618 1" 20.340 LBS 1-INCH I TAN YELLOW v RECEIVE FACE (STITCH) NAILING TWO (2) ROWS AT 4" 0.C. STAGGERED ROWS ARE "ITFPalli T 410 SJT 419 1 1/5" 9.000 LBS 1-INCH ORANGE WHITE A 610 ' SJA 619 1 1/8" 20,340 LBS 1-INCH TAN WHITE FULL HEIGHT 5, °- ACCEPTABLE BUT NOT REQUIRED, TRIMMERS IN ADDITION TO ONE EACH SIDE DO NOT REQUIRE FACE (STITCH) NAILING. FACE NAILS MAY BE NAILED FROM THE OPPOSITE WALL TYPE (TYP) - T 410 TSUT 4110-T1/4" 97/00 LIS- 1-INCH ORANGE GREEN A 610 SJA 6110 1 1/4" 20,340 LBS i 1-INCH TAN GREEN 4 COMPRESSION k ' EB CORP JOB NO: '18 0 31 o DIRECTION THAN THAT SHOWN IN THE DETAIL. 'cfir.3 s APPROX. ROD LOCATION (TYP) T 610 i SJT 618 1" 15,000 LBS 1-INCH GRAY YELLOW A 620 SJA 627 7/8" 20,100 LBS 2-INCH WHITE BLUE MEMBER LEVELS ' EDGE NAILING REQ'D AT THE OUTERMOST '--1 G. FACE NAILS SHALL BE 10d MINIMUM, USE 16d NAILS MINIMUM WHEN NAILING E 'WWI 488 484 T 610 SJT 619 1 1/8" 15,000 LIES 1-INCH GRAY I A 620 SJA 628 1' 20,100 LBS 2-INCH WHITE YELLOW STUD/POST ON .,:. THROUGH 3x STUDS INTO 2x BRIDGE TRIMMERS. al ANCHOR BOLT LAYOUT DIMENSION (TYP) T 610 SJT 6110 1 1/4" 15,000 LBS 1-INCH GRAY GREEN A 620 SJA 629 1 1/8" 20,100 LBS 2-INCH WHITE WHITE BOTH SIDES OF ROD ANY ADDITONAL w C> 1,5 H. IF MULTIPLE BRIDGE TRIMMERS ON EACH SIDE ARE REQUIRED, DO NOT INSTALL TFIE T 620 1 SJT 628 1" 15,000 LBS 2-INCH PURPLE YELLOW . A 620 SJA 6210 1 1/4" 20,100 LBS 2-1NGH WHITE GREEN 1 -.6,.... Z LLI 00 TRIMMERS IN ADDITION TO ONE EACH SIDE UNTIL THE FACE NAILING HAS BEEN INSPECTED AND APPROVED. WOOD SPECIES FRAMING LVL. AND HEIGHT ii_y_ILIIN AR 2,158507555=1 STUD OR POST (TYP) T 620 SJT 629 1 1/8" 15,000 LBS 2-1NCH PURPLE WHITE S 420 SJS 429 1 1/8" 22,000 LBS 2-INCH YELLOW WHITE 11 ' . S tk# 1 "4114#4 KuRaom_EcDA.N SHEET TITLE: EARTHBOUND SEISMIC HOLDOWN SYSTEM INSTALLATION DRAWINGS IAPMO ER-0429 0 3 T 620 SJT 6210 1 1/4" 15,000 LBS 2-INCH PURPLE GREEN S 420 SJS 4210 1 1/4" 22,000 LBS 2-INCH YELLOW GREEN . NAILS MAY BE (75 Gl csi I. BRIDGE BLOCK SHALL BE 4x6 DF IN 4x WALLS, 646 OF IN 6x WALLS (U.N.0.). BRIDGE SHEAR WALL STUD/POST (QTY) & DESCRIPTION (TYP) END MEMBERS (TYP) S 420 SJS 4212 1 1/2" 22,000 LBS 2-INCH YELLOW RED ' DISPERSED AND ce . 50 (.) BLOCK SHALL ALWAYS BE 5-1/2" TALL MINIMUM. NAILING OF BRIDGE BLOCK IS PROHIBITED. * 5 410 S 410 SJS 419 SJS 4110 1 1/8" 1 1/4" 22,000 LBS 22,000 LBS 1-INCH 1-INCH BLUE BLUE WHITE GREEN SLACKJACK COLOR CODE TABLE .,,,,_," STAGGERED ON MULTIPLE MEMBERS. - V/ , J. BRIDGE BLOCK SHALL BE DOUGLAS FIR CONSTRUCTION GRADE WITH MINIMUM 800 PSI 1. (ASTERISK) INDICATES 1/2 HEIGHT TRIMMER (UNLESS NOTED OTHERWISE) FOR COMPRESSION BRIDGE. S 410 SJS 4112 1 1/2" 22.000 LBS 1-1NOIL _ BLUE - RED - TRAVEL HEIGHT AND ROD SIZE COORDINATION VIEWED cD 2 ALLOWABLE BENDING STRESS. TIMBERSTRAND LSL BEAM MATERIAL OF EQUAL OR GREATER DIMENSION IS AN ACCEPTABLE ALTERNATE (U.N.0.). 2. COLLECTOR STUDS SHOWN ARE THE MINIMUM REQUIREMENT TO EQUAL = HA 710 - HJA 7110 117411 15,650 LBS 1-INCH PURFTLE1 GREEN SJA 428 70,959 9.7 ''''t L7/8171 _NOTE r....a '"M""'"S'Eff" 171,1rn SHOP DRAWING GENERAL NOTES FOR NAILING z E Li a, K. BRIDGE HEIGHTS SHOWN ARE THE MINIMUM HEIGHT FROM SUBFLOOR TO BOTTOM OF THE UPLIFT TENSION FORCES CALLED OUT BY THE STRUCTURAL DWGS. ADDITIONAL COMPRESSION STUDS OR POSTS MAY BE REQUIRED BY HA 710 HJA 7112 1 1/2" 15.650 LOS 1-INCH PURPLE RED I - MODEL: SLACKJACK ' - --E-- ROD DIA IN EIG & wen. ,,,,,,,„, 184848011088000002202* L,,,,,,,,,, imiumain,oREQU REMENTS WHEN POSTS ARE USED. Cc ...., BRIDGE MEMBER. STRUCTURAL ENGINEER OF RECORD. TO ALL HOLDOWN RUNS. - No• would Nevis: ea.. DATE: 09/18/18 18/18 11.1 GL /- 0) L ONLY COMMON NAILS SHALL BE USED. APPLIES /6. MODEL TYPE. A= ALUM, S= STEEL TRAVEL IN INC 0,,,,l. NAILING SAMPLE (.17 V) SERIES TYPE (# p§)., .p,.. cOr:' WLIN BLiwNAA ,, r.,.. for confortam. winli, all .. .' - .' .. ILN.0EE PaRwE nvw.eAEuTMElPe .notolee814AaDNN1::.,ImIBL. IVEI-Th) _......_. . . REVISIONS _1. _ uBt """°°17cr.lfI.0.,:.,... argo.sZ.. RECE SHEET NO.''1. imt No changes shs:1,4 47310t5e SCOHN 1 4•71 ofworkwith,, roofpoprovalof c 4N-4 NOV 082018- 0*=0, E,.,:, Lfff.olon . .tyL4. so 00ID001O0757074 INC. Coac Renew co.11. REID MIDDLETON, INC. • a a • PATENTS AND PATENTS PENDING. For more Information about the Earthbound Holdown System, vidt htt ://www.holdown.00m Copyright 2018, Earthbound Corporotion, 011 Rights Reserved. REVISED PER EARTHBOUND DESIGN CHANGES. (REVISED PER STRUCTURAL PLANS DATED 06/15/18. (REVISED PER STRUCTURAL ENGINEER'S COMMENTS DATED 05/01/18. DESCRIPTION N Z O N -. Ld CB HOLDOWN RUN DETAILS RUN TYPE 2A RUN TYPE 3A RUN TYPE 3B RUN TYPE 4A RUN TYPE 4B RUN TYPE 4C RUN TYPE 5A RUN TYPE 50 WOOD FLOOR LEVEL UPLIFT TENSION LOADS Cur1.ATED DIFFERENTIAL DIFFERENTI LOADS COMECIED DNYEIRNDAL LOADS WOAD W UPRF590N WOLlL0A0 WOOD UPLIFT FLOOR I TENSION too I LOADS r410P AWED WEURALSAL LOADS COLLECTED DIFFERENTIAL LOADS WOW COMPRIDESION DMYROID ROW FLOOR LEVEL UPLIFT CALCULATED TENSOR WFtnolTna. LOADS LOADS CECTED COLLECTED tRFEIENDAL LOADS WOOD COMPRESSOR WORM TWO I FLOW LEVEL UPLIFT TENSOR LOADS CALCULATED OFFIRD1TNV. LOADS COLLECTED DEFERENTIAL LOAM WOOD COMPRESSOR DOWNLOAD WOOD Ft00R LEVEL UPLIFT TENSOR LOADS CALCULATED DIFFERENTIAL LOADS COLLECTED WEn0NR4L LOADS WOOD COMPRESSION DOWNLOAD D FLOOR LEVEL UPLIFT cm ns ADD TENSION .MEREST. LOADS j LOADS COLLECTED °Swar !. LOADS WOOD COLFEESSI0N OOR'HAAD NWD FLOW LEVEL UPLIFT TENSION LOADS re0 rA4ED 003000ACAL LOAM COLLECTED WOOD W MOOD FLOCK LEND. UPLIFT MOON LOADS run,,AWM WPERENTAL LOADS ! WOOD id511500NiW.ICOLPPE ON LOADS WWN.OAD 5th 5th 5th ----- ----- 5th ----- 5th 5th 5th 250 L. 250 LBS 250 LBS 250 LBS 5th 500 LBS 500 LBS 500 LBS 500 LBs 4th - ----- 40, _ __.. 4th ----- 4th 250 LBS 250 LBS 250 LBS 250 LBS 4th .0 LBS 500 LBS 500 LBS 500 LBS 4th 1,250 LBS 1,250 LBS 1,250 LBS 1,250 LBS 4th 500 LBS 250 LB5 250 LBS 500 LBS 4th 1,250 LBS 750 LBS 750 LBS 1,250 LBS 3rd 3rd 750 LBS 750 LBS 750 LBS 750 LBS 3rd=1,500 LBS 1.500 LBS 1,500 LBS 1,500 LBS 3rd 2,000 LBS 1,750 LBS 1.750 LBS 2,000 LBS 3rd 1 3,250 LBS 2,750 LBS 2,750 LBS 3,250 LBS 3rd 4,750 LBS 3,500 LBS 3,500 LBS 4,750 LOS 3rd 2,750 LBS i-2.250 LBS 2.250 LBS 2,750 LB5 3rd 4,000 LBS 2,750 LBS 2.750 LBS 4,000 LBS 2nd 2,000 LBS 2,000 LBS 2,000 LBS 2,000 LBS 2nd 2,750 LBS 2,000 LBS 2.000 LBS 2,750 LBS 2nd 1 4.000 LBS 2,500 LBS 2,500 LBS 4,000 LBS 2d 1 5,000 LBS 3,000 LBS 3,000 LBS 5,000 LBS 2nd , 6,750 LBS 3_500 LBS 3.500 LBS 6,750 LBS 24 9.500 LBS 4,750 LBS 4.750 LBS 9,500 LBS 2rd 6.500 LBS 3,750 LBS 3,750 LBS 8500 t85 2nd 8.000 LBS 4.000 LBS 4.000 LBS 8.000 LBS Net 5,000 LBS 3,000 LBS 3,000 LBS 5,000 LBS let 5,750 LBS - 3.000 LBS 3.000 LBS 5,750 LBS let 1 8,000 LBS 4,000 LBS 4,000 LBS 8,000 LBS let '( 9.250 LBS 4,250 LBS 4,250 LBS . 9,250 LBS let 1 11,750 LBS 5,000 LBS 5,000 LBS 11,750 LBS 1st 15,750 LBS 6,250 LBS 6.250 LBS 15,750 LBS 1st 11,500 LBS 5,000 LBS 5,000 LBS III11,50o LBS let 13,250 LBS 5.250 LB5 5,250 LBS 13,250 LIES ilk lel lam: SH-2 SH-3 1.1 MJ200 Jo SH_2 SH_3 III MJ200 ALL 0_ DOWN ANC -OR I.-AVE Tc SF -ALL O_ J J A L A \ /{t-- 99 V EXPOSURE,. MOUNT AT 4'-6" Nip, i1113111 SPRING] SPRINGfORANGE I (GREEN) MOUNT AT 4'-6" FP:IA 'I� iii GREEN) ABOVE FLOOR 4x6/6x6 ABOVE FLOOR 4x6/6x6 H.m y�p�.. 1J11MMERS RE60552 II I BRIDGE \ 6RIUGG 1RIMMD1$ Rk4B9b2 II I BRIDGE ��. �,. . i,. N - 2x4 OR 3x4 WALLS I) ''. r i 72" R4 l C44 m N j 2x4 OR 3x4 WALLS I I Lill II c4 R4 C44 I-oi� 0J MJ200 MJ200 O �I1 MJ200 ilk MJ200 Iik MJ200 AI MJ200 2,i6 WA SPRINGJORANGE SH-2 SN-3 it I l Ir SPRING SH-2 SH-3 1�1 r SPRINGIORANGE SH-2 SH-3 II�i Jr SPRINGIORANGE '-' JI P6-4 c' C]ul=ll .0I P6-4 MOUNT AT 4' 6" IN ��I 1 P6-4 (GREEN) MOUNT AT 4' 6" �� P6-4 (GREEN)MOUNT AT 4' 6" � Fiji �nI P6-4 (GREEN)BE *BRIDGE TRIMMERS SHA 2x MEMBERS ONLY.I L �i:I / (GREEN) *BRIDGE TRIMMERS SHALL BE 2x MEMBERS ONLY. 1j / (GREEN) I ABOVE FLOOR 4x6/6x6 ABOVE FLOOR 4x6 /6x6 ABOVE FLOOR 4x6 6x6 C L1yI EECC 0pp Co FIOR kECUIREO •;•I p IRrMM ggqqs WIREp III ( BRIDGE <,, DG 1RIMM O6RR R4UrRFD II t5 I BRIDGE c � TRM ROUIREo I d I BRIDGE SNpg REgUIfiFO R4 Ny s4 R4 m \m o m \p 0 m 0 DATE *BRIDGE TRIMMERS SHALL BE 2x MEMBERS ONLY. , *BRIDGE TRIMMERS SHALL BE 2x MEMBERS ONLY. , �Ln� �+ 4 OR 3x4 WALLS r 1 72" R4 I C44 < d, 45 OR 3x4 WALLS rI I 72" R4 C44 Nv'r �-' x�4 0R 3x4 WALLS I r II 72" R4 I C54 �r\jN MI SEE FRAMING PUNS I,I C44 m SEE EDAM Nc Puxs III C44 "� �, I Na (H i HI MJ200 B, 1 H + 11I �I I MJ200 Na � El 1 I7 i AJ O SJA225 Na R MI S' FOR MINIMUM NUMBER MJ200 Na FORE MrvIMQM rvuMBER MJ200 AK a 22�E56�L5g, ( SPRINGIORANGE S�gU,g pi SPRING ORANGE �e10I I YELLOW( BLACK sEMReQURm I SPRINGIORANGE SNDS REQURW I $PRINGIORANGE SH-z SH-3 11�1 MJ100 '- SN-2 SH-3 11� MJ100 0 = LAW IA P6-4 Ll) = V11 P6-'1 o W*BRIDGE �W=L1 P6 o I. I P6-4 o .- I��I P6-4 1 y SPRING] RED I r SPRINGI RED y. (GREEN) (GREEN) (GREEN) d. (GREEN) . (GREEN) MOUNT AT 4' ' 6" 1 P6-4 (GREEN) MOUNT AT 4 6" I P6-4 (GREEN) BRIDGE TRIMMERS SHA BE 2x MEMBERS ONLY. L '.,I BRIDGE TRIMMERS SHALL BE 2x MEMBERS ONLY. '.,I TRIMMERS SHALL BE 2x MEMBERS ONLY. I. re . ..I E EMI a ® ® O Z ABOVE FLOOR �� 4x6/6x6 ABOVE FLOOR �� / 4z6D 6x6 '�1�� t�TtJN lt�'SSLCWIR s p Ep �CTpp s NPS REOUIRfp 5T�"n°6'a`LaiII�F Dlull ' 5lriposikel,o $o T o�`pRF�DuiEp TRIMM S REOUIRFp ER API MtWALLS II I BRIDGE D D GGEE iRMM OUIREP I BRIDGE R4 R4 �m R5 NN m R4 �m R4 *BRIDGE TRIMMERS SHALL BE 2x MEMBERS ONLY. ■^� yN ¢ 2x4 OR 3x4 I al 72 R4 C44 �wWAHeLLS 1 2x4 OR 3x4 I r 72 R4 C44 m _ '�I- C54 hm m wows I�I C54 �a ro III II_ C65 ro 'I C54 N2 PLANS veE I , C64 ,■ Na 1 �! +' l71 I MJ700 Na H i HI(MJ700 v��iw w F /i SJA275°- g' FglrNUMNERrlSJA275 'F R I IrlSJA276 vw�ia Arl SJA275 F aH�( rSJA276MJ700 DRAWN: AA O LaiZ cH Q O N Ld CHECKED: AD APPROVED: WMN ����¢WWgA�I1,S I • SPRINGI RED 2�§�g�S 1' SPRINGI RWa SNpS RPWISEO.E I GLUE BLACKo srvOf p5 055406U.1.011 Q■ I• BLUE J BLACKo SN0OF 4 5100041860 I BLUE J GRAY STUDS REQ WEEDEre E �I BLUE BLACK vs SNDSMREQUIRW. F BLUE 1 GRAY sH-2 sH-3 w o a (�9�'llI11,011, � P6-4 o v Eil LU +JIJJ I�� P6-4 ��F P6 n I P6 r' 'I� it I P6 n re.00r P6 I' �I .._� P6 sPRINc RED „1 1 >�I (GREEN) n >�It (GREEN) 1 1�I (GREEN R r (GREEN (GREEN �/I (GREEN I (GREEN P6-4 �/I ��,I /I 3 ( �,.I /I 3 1 Ir._ __ / / �„_ 3 �• 3 1 �•,I /) 3 MOUNT AT 4'-6 ABOVE FLOOR (GREEN) LO lc[��� tM SINE REQUIRED �..I SH-3 CCp0ttL�Frr�� 0p STUIpS REgU�FB 5H-3 L(n 0R 6NS Lk Q°If:ED SH-2 5H-3 plI�lt(, ON so1 5 REQUIRED SH-2 SH-3 OLLFO p S1tFo5 gEaU1RED SH-2 SH-3 COLy�CioR SNDS REtNrIREP I,I ( SH-2 SH-3 SJyD REQUIRED ( SH-2 SH gq�DGE TENMSS RFOUIREO 4 6/6 6 BRIDGE Nw SH-2 TYP S SR4P-10.0 Nu, o0 I �I SH-2 TYP SR4P-10.0 yw ` illSRSP-70.0 TYP w i p TYP SRSP-10.0 \w 00 TYP SR6P-10.0 r7\iw - p TYP SRSP-10.0 \v1 oQ TYP SR6P-70.0 w 2x WO R S x4 C54 R4 a EE iRAMlrvc PUws F I'+ C54 a SEE FRAMING PLANS FOR MINIMUM NUMBER I 1di C64 N a SEE FRAMING PLANS I C65 SEE FRAMING PUNS NUMBER FDSNOSM I Idi C75 a LANs cl FOR UMBER II�.I . C86HS N m SEE FRAMING PLANS FOR MINIMUM NUMBER 1�I C75 a FOR E I I ii C76HS Ll�i J SJA'L15 ER r SJA275 yC r SJA276 SnOSMP r SJA276 Fr SJA217 COMPRESSION SJA218 OF 0 MP W 510 SJA217 OF COMPRESSION r SJA217 BLUE 1 BLACK 0 6N0 SR EQURW I BLUE BLACK JJ 1 o STUDS REQUIRED. I� BLUE GRAY I o N R IR WU W. IE� BLUE GRAY 1 o REQUIRED. EW W I BLUE BLUE 1 SOF NDS REQUIRED. pp (ICI I BLUE (YELLOW o sN s REQUIRED. �PI I BLUE) BLUE p STUDS REQUIRED. I � BLUE 1 BLUE o �yI�¢�LI�� c 1�1 LYL?_Yll P6 (GREEN) N ^ P6 c P6 P6 r ^I P6 P8 `� P6 `� PS Op°Opp00 O M. - 00 P" O O``,, O4 WASy' O p J'1 4 L.Do o o° 00000 OOV`•-°O [ i'ril (GREEN) SOLID ! .//I- (GREEN) SOLID I;- �� (GREEN) SOLID ��ri I;- (GREEN) SOLID I;- ��� (BLACK) SOLID I�- (GREEN) SOLID �I- Ili (BLACK) SOLID sn5I1- D O H- o�L}C��p BLKG COLLtc UR I�ril BLKG CAL t���ry BLKG ��I.L}.•00ry BLKG Lv�LLt N BLKG ��� (.TAR ril BLKG I�LL.4 ma BLKG ',co < Na m E MINIMUM FRAMING PLANS ER SH-3 TYP t2' RS v\i)A a N siURS tlEr1VIREP m FRAMING PLANS II''I = �I TYP ( ) 12' R5 v\im a .a SN05 R£DU REP - m PRIMING Prows � I'MINIMUM �I TYP ( > 12' R6 N� Na IUSLHtr1UlNW m SEE MD N �e I'�I TYP ( ) 12' R6 v\iw SNDS BEaurlttV rn $ FRAMING PLANS I,� TYP ( ) 12' R7 NN Na -62 SiUgS R�YJIRED - m M6ER Ns , I j�I TYP�`FA, ( ) 12' R8 \ v1w N� SNpSLEWIRW mNm E FRAMING PLANS e I' TYP ( ) I 12' R7 NQ SNDS RCaUIRFP 'En lip TYP ( > 12' R7 o x srvos"iLwr EE C55G OF Ei , FOR MINIMUM u srvosMBEQEURm ER pip, A CS5G o NUMBER N srvps REWuxED AL��I I��I C66HSG o $ Osrvosua REss WW N Q RW. A lot, ��I C66HSG to o SRREWRWER sND M COMPRESSION nl�5_ C77HSG 9 o GND M N m REaUaEo I AI-_ C88HSG o FDa MINIMUM NUMBER NDSMREWfiEB A.�'�I 'Will C77HSG ow FM MINIMUMNUMBER NMo6ftEWRW. N AI�-I I �,.:. C876SG H SH-2 SH-3 -- I SH-2 SH-3 S -- I SH_2 SH-3 I SH 2 SH-3 H2 .1itr- SN 2�SH 3 SH 2 SH 3 (sH-2 SH-3 5 2 SH 3 I SH 2 SH 3 AB PUT: i/2"x3" SQ. AB RSG ' AB PUT: 1/2"x3" S0. _ "��Iti l AB RSG AB PUT: i/2"x3" SQ. -Fit =� A0 R6G - AB PUT: 1/2"x3" SQ ed'u� _ AB R6G AB PLT i/2"x3' SQ Wes- AB R7G **AB PUT: 5/8"x3 1/2" SQ. (f.. AB R8G AB PUT: 1/2x3" SQ. AB R7G AB PUT:" 5/8"x3 1/2" SQ AB R8G 0 JO 0 ® JO © _ PROJECT: STERLING SCJTHCENTER RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 1;. •a EARTHBOUND CORPORATION http://www.holdown.com �� 17361 Tye Street SE (800) 944-5669 Wo/dotene That Work' Monroe, WA 98272 Fox (360) 863-0722 CHR. HT: 1-1/2" SH-2 SH-3 CHR. HT: 1-1/2" SH-2 SH-3 CHR. HT: 1-1/2" SH-2 SH-3 CHR. HT: 1-1/2" SH-2 SB-3 CHR. HT: 1-1/2" SH-2 5H-3 CHR. HT: 1-1/2" **USE 5/8"x3-1/2"x5- OCCURING AT EDGE CONDITION. /2" PLATE SH-2 5H-3 AT RUNS CHR. HT: 1-1/2" SH-z SH-3 CHR. HT: 1-1/2" SH-2 SB-3 ( 2A ( 3A ) ( 33 ) ( 4A ) ( 48 ) ( 4C ) ( 5A ) ( 5B ) RUN TYPE 5C >) RUN TYPE 5D RUN TYPE SE RUN TYPE 5F RUN TYPE 5G RUN TYPE 5H RUN TYPE 51 RUN TYPE 5J ROW UPLIFT CALCULATED COLLECTED WOOD NOW UPLIFT CALCULATED COLLECTED I NO00 ROW 11Purr rune AlED COU ECTP 1 DE00 WOW U APT 0J1NLAIED COLLECTED WOOD MOD UPLIFT 1 Cu P4 A1EDl ammo moo woo 1 1RMJFT GA/n0ABW MIMED NOW WO PUFF I catom100 LLECIOD WED M WOW 1 DRIFT CALCULATED COLLECTED WO W FLOOR LEVEL TENSION D6TERFNIU0 LOADS LOADS DIFFERENTIAL NIAL LOADS COMPRESSION DOWNLOAD FLOORTENSION LEVEL LOADS WFEEEN11N. LOADS INFERENTIAL LOADS I WE*EOAD FLOOR MEL WPM LOADS W1E LOADS 1001. WFERENTW.!MWPFSS/N LOADS DONLOAD LEVEL ROOS IENSW DIFFERENTIA& LOADS LOADS W rued ML LOADS COMPRESSION 0000AD FLOOR LEVEL 1ENSU'J 10REREN1AL LOADS 1 LOAN W1EIENDAL LOAM OPPRESSION DDNISDAD FLOOR LEVEL TERM 1 LOADS OEFERENDAL LOADS UDFERE104, LOADS COMPRESSOR W14MOAD LEVEL. ROW VERSON OiFEPSNNL LOWS LOADS WELta.M1 LOADS COMPRESSION DOWNLOAD FLUOR 1 TOLSON ORFEIW116A. LEVEL i LOADS LOADS OFFEIE0411AL LOADS SON DOWNLOAD Sth 1,250 LBS 1,250 LBS i 1 250 LBS 1,250 LBS 5th 1,250 LBS i 1,250 LES 1.250 LBS 1,250 LB5 5th 1,250 LBS 1,250 LBS 1,250 LBS 1,250 LBS 5th 1,750 LBS 1,750 LBS 1.750 LBS 1.750 LBS 5th 2.000 LBS 2.000 LBS 2,000 LBS 2,000 LBS Stir 1 1,000 LBS 1,000 LBS 1,000 LBS 1,000 LBS $th 2,200 LBS . 2,200 LBS 2,200 LOS 2,200 LBS SN 2,000 LBS 2,000 LBS 2,000 LBS 2,000 LBS 4th 3,500 LBS 2;250 LBS 2250LBS 3,500W 3,SLBS 4th 4;0LBS 2,750 LBS 2.750I.BS 4,OW LB5 4th 3,750 LBS 2,500 LBS 2,500 LBS 3,750 LBS 4th 5,250 LBS 3,S W LBS 3.500 LBS 5,250 LBS 4th: 5,500 LBS 3:500 LBS 3,500LB5 S;SWLBS. 4th 3,500 LB5 2,500 LBS 2,500 LBS 3,500 LBS 4th 6.000 L85'I:3800 LBS 3;800L85 6i0001BS 4th 7,000 LBS S,OWLBS 5,000 LBS 7,000 LBS 3rd 7,000 LBS 3,500 LBS 3500 LBS 7,000 LBS 3rd B4OW LBS 4,000 LOS 4,000 LB5 80W LBS 5rd 8,000 LBS 4,250 LBS 4,250 LBS 8,000 LBS 3rd 10.000 LBS 4,750 LBS 4.750 LIES 10,000 LBS 3r1 11,250 LBS , 5,750 LBS 5,750 LBS 11,250 LBS 3rd 9,250 LBS i 5,750 LBS 5,750 LBS 1 9,250 LBS 3rd 12,250 LBS 6,250 LBS 6,250 LBS 12.250 LBS 3rd 15,000 LBS 8,000 LBS 8,000 LBS 15,000 LBS 2nd 11,000 LBS 4,000 LBS 4000 LBS 11,000 LBS 2W 12,750 LBS 4,750 LBS 4,750 LBS 12,750 LBS 2nd 13,750 L05 5,750 LBS 5,750 LBS 13,750 LBS Ind 15,750 LBS 5.750 LBS 5,750 LBS 15,750 LBS 2nd 18,000 LBS ' 6,750 LBS 6,750 LBS 18,000 LBS 21d 16,750 LBS 7,500 LBS 7.500 LBS 16,750 LBS 2nd 20,250 LBS 8,000 LBS 8,000 LBS 20,250 LBS 2nd 25,250 LBS 10,250 LBS 10,250 LBS 25,250 LBS 1st 16.250 LBS 5,250 LBS I 5.250 LBS 16,250 LBS Wet 19,000 LBS 6,250 LBS 6,250 LBS 19,000 LBS Let 21,000 LBS 7,250 LBS 7,250 LBS 1 21.000 LBS 1st 23.000 LBS 7,250 LBS 7,250 LBS 23,000 LBS 1st 26,250 LBS) 8,250 LBS 8,250 LBS 26,250 LBS 10t 27,000 LBS 10,250 LBS 110,250 LBS 27,000 LB5 1st 30.000 LBS 9,750 LBS 9,750 LBS 30,000 LBS 1st 38,000 LBS 12,750 LBS 12,750 LBS 38,000 LBS 1►1 1E1 :MI 1E1 101 :gill :MI la: o d 0 o 0 Ili IIIIIIMI1 SH-2 SH-3 BIM OW, MJ200 SPRINGIORANGE SH-2 SH-3 III.1 11 MJ200 lr SPRINGIORANGE 5H-2 SH-3 I=NM 1 i- MJ200 Ir SPRINGIORANGE SH-2 SH-3 I 1 MJ200 SPRINGIORANGE 5H -2 SH-3 11 MJ200 lr sPRINGIORANGE SH-2 SH-3 MEI MJ200 I SPRINGIORANGE SE SH-3 I MJ200 I• SPR1NG10RANGE SH-2 SH-3 I wry MJ200 SPRINGIORANCE MOUNABOVE Imo1 =pI P6-4 MOUNABOVE II�■AI 1 P6-4 MOUNABOVE Irk P6-4 MOUNABOVE Ir� , P6-4 MOUNABOVE 41 I�■�I P6-4 MOUNA00VE a�I 1 P6-4 MOUNABOVE I�■�I ._I P6-4 ) MCOUNABOVE Ial.' 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SNDSL OUIREO DE STUDS/ OF PLATES $NO210 *E'F6 DF STUDS/ DF PLATES 51UD5 WIRED DF STUDS/ DF PLATES 57UOSLHFOUIK}0 DF STUDS/ DF PLATES SiV05 PFau RFO DF STUDS/ DF PLATES StUPS FFWIREP -- DF STUDS/ DF PLATES SNDS BEBVIRED -- DF STUDS/ DF PLATES SO4110 E1U1RED -- -W SEE FS000 PLANS ',I R4 C64 'm I,, RS C65 -m SEE FRAMING PLANS � R4 C64 m ro SEE FRAMING PLANS I',I ft5 C75 �I RS C75 -m I'' R4 C64 ` 'm I'I R5 C85 'm I' ft5 C85 �-----' -' yl FOR NUMBER ER r SJT426• FOR MN M NIB G SJT426 FOR MINIMUM NUMBER r SJA226 FD NwuM xUMBER SJT427 $ FOR r SJA227 $ F _ SJA226 SI FOR 5 SJT428 �.+ ro MINIMUM Eft r S A42S2 EVJ :D F BLACK GRAY EW EOU NEON BLACK GRAY COMPRESSION YELLOW) GRAY BEN BLACK BLUE COMPRESSIONPA �I YELLOW( BLUE DSENRi' YELLOW( GRAY COMPRESSION BLACK (YELLOW OF COMPRESSION CARE 0Il1PLIF LIOF NOS REQUIRED. d. �' P6 STUDSREQUIRED. d. pi I� /* P6 sNDSEMRE CURED d. �� P6 (GREEN) sWREOURW.COMPRESSOR STUDS d. I I P6 (GREEN) SOF TUDS REQUIRED.II d. P6 (GREEN) SOF NDSREQUIRED.MINIMUM d. 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SOLID d0- sTt t"*1:Fp BLKG S DpLyEC N S Fi Sri BLKG cp Q°ur SB1 5 R REB Ilr-LEI BLKG N� LF'�D 5 EO Ili BLKG 0L�y,�1 UM LSLI3Ea IR STUD p EA rril BLKG rL�obEL P€QU�{tED rr:l BLKG SniSst'&aL°I HED .Uri BLKG ut� S nIbptEa,,ss SIC BLKG (\j o \ N4 III (TYP) ( 72'R9 ',...En Nam III�I (TYP) I 12'R9 'Hu: QED Na III (TYP) ( 12'R9 Nln k'm Na III (TYP) I 12`R70 Nm QED N a m SEE FRAMING PUNS sl MINIMUM I1�1 (TYP) 12•R70 Nm �'m �� PLANS FOR NUMBER I1�:1 (TYP) ( 72•R10 ym 2m Na 5' FOR NUMBER 11 I (TYP) 12•R12 NLn k'm a 9 f RAMNG NS $ II (TYP) 12'R12 I SHEET TITLE: EARTHBOUND SEISMIC HOEDOWN SYSTEM INSTALLATION DRAWINGS IAPMO ER-0429 r, „ I/J ` .. ,rJ, S�t 40 Z W CO o ,- p Fo _ SNDESREQUIREEED y I A �I I��I C98HSGS o s' FOR NUMBER N elup1REauRW I101I All3�i C99HSG W y-' FOR MINIMUM SNOMEWREDER N A p) I1, C99HSG o F SEMREWIRpER SNp IxeONUMB 2 f 1 II! $ C1010HSG o FDR NUMBER u S1UDSREWRW. 1 A_I p C1010HSG m 5' MINIMUM 5NDSREWIREE AI ■ rI Imp �'�I C1110HSG 0. MOQMQMEs1ON SNOSPEWPW. A 0 I•�'A C1211HSGS �BT,,, o FD REQUREDER 6N05 LIMB ill mill �!�I C1212HSG W .. SH-2 SH-3 �-- H 2 SH SH 2�SH 3 .ITV [ SH-2 SH-3 5H 2 SH-3 SH 2 S,H SH 2 SH 3 atill(SH 2 SH 3 SH-2 SH-3 - -1 88 AO PLT: 1 AB R8G 5/8•'x3 1/2" SO. '4- **AB PLT: N 5/8'x3 1/2• SQ. �. - -I AB R9G **AB PLT: 1 - 5/8'x3 1/2* SQ. -I A0 R9G - AB PLT: 5/8'x3 1/2' SQ -- ed'W' - -I A0 R10G **AB PLT: 5/8"x3 1/2' SQ. Y --1 - AB R10G **AB PLT: 3/4"x5'• SQ. �� - AB RiiG **A0 PUT: 3/4"x5" SQ. =�"'L AB R11G **AB PUT: 3/4"x5* SQ. O 'r. AB R72G 0 © .,-- 0 © Q ,- 01 O � Z E J N IX +, CHR. HT: 1-i 2" SH-2 5H-a / CHR. HT: 1-1 2" SH-2 5H-3 / **USE 5/8"x3 1/2"x5-1/2" PLATE AT RUNS OCCURING AT EDGE CONDITION. CHR. HT: 1-i 2'• SH-- / 2 sH-3 **USE 5/8 x3-1/2"x5-1/2" PLATE AT RUNS OCCURING AT EDGE CONDITION. CHR. HT: i-7 /2' SH-2 SH-3 CHR. HT: i-i /2' sH-2 5H-3 **USE 5/8"x3 1/2"x5-1/2" PLATE AT RUNS OCCURING AT EDGE CONDITION. CHR. HT 2 i 2' / SH-2 SN-3 **USE 1"x3 1/2"x8" PLATE AT RUNS OCCURING AT EDGE CONDITION. CFIR. HT: 2-1 2' / SH-2 SH-3 **USE 1 x3-1/2"x8" PLATE AT RUNS OCCURING AT EDGE CONDITION. CHR. HT: 2-7/2" SH-2 SH-3 **USE 1"x3 1/2"x8' PLATE AT RUNS OCCURING AT EDGE CONDITION. DATE: 09/18/18 al CI ( 5C ) ( 5D ) ( 5E ) ( 5F ) ( 50 ) ( 5H ) ( 51 ) 5.1„ RECEIVED (r) . ErT r LA SHEET N0. i 3 2018 NUV 01 20t8 2018 PERMIT CENTER REID MIDDLETON, INC. REVISION NO.Z PATENTS AND PATENTS PENDING. For mor for Ion °bout the Earthbou d Holdown System, visit http:// oltlo opyright 2018, fart bound Corporation, All R Reserved REVISED PER EARTHBOUND DESIGN CHANGES. REVISED PER STRUCTURAL PLANS DATED 06/15/18. REVISED PER STRUCTURAL ENGINEER'S COMMENTS DATED 05/01/18. z 0 cL E o Lo ° (0 z 0 V) 06 *NOTE = 9'-0" TYPICAL FLOOR HEIGHT 14-9" MAX. & END OF Ir MIN. 0 ,„, GI SHEAR WALL STANDARD FRAMIN SLACKJACKTh DEVICE PLATE BRIDGE - DO 2-1/2"8 MAX PER FLOOR NOT NAIL FROM PLUMB SLACKJACKTm DEVICE/ (OR COUPLER) 2 D - / FACE NAILING EACH SIDE (TYP). SEE NOTE #17 FOR FLOOR ABOVE FLOOR JOIST OR SOLID BLOCKS (TIP) MIN. ABOVE FLR. ALL REQUIREMENTS BRIDGE TRIMMERS REF. TUDS (TYP) u :: ROD (R) PLUMBSC SLACKJACKTm DEVICE (OR COUPLER) 'T -,t- o's' ‹....- 21 .:,' ‹...- 18 8 80 0 ALLOWABLE FLOOR BELOW ROD OFFSET TYP. BRIDGE INSTALLATION DETAIL 2 DETAIL A A A 5 SCALE: NONE SH-&-I-3 SCALE: NONE SH--.....t1-3 DRAWN: AA 0 w m z a 0 c7 LJ 0 CHECKED: AD APPROVED: WMN NOTE: SOLID BLOCKING, PROVIDE ENOUGH SOUD BLOCKING 14-GF MAX 0 IN JOIST SPACE TO MATCH STUDS OR POSTS OF WIDTFI OF ALL COMPRESSION THE WALL BELOW. STANDARD FRAMING , _ F SLACKJACKTM DEVICE IG9994.&11 ,D 0 1C;NAlig$.° 14-j&" END OF MAX a SHEARWAL PLATE STANDARD FRAMING END OF SHEAR WAL ESH PLATE V3 ''`i' PER 13/S5.01 I * Lji 1;)- SOLID BLOCKING (2) 2x PLATES PROJECT:STERLING SOUTHCENTER RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 EARTHBOUND CORPORATION httP'"w(ii'00)944-5669'1d 17361 Tye Street SE Woldowns That WorkMonroe, WA 98272 PER 13/S5.01 ,'_ (2) 28 PLATES AT GREATER NUMBER OF COMPRESSION ROD (R) STUDS FROM LEVEL BELOW AT EQUAL NUMBER ROD (R) OF COMPRESSION TYP. SLACKJACKTM INSTALLATION STUDS FROM LEVEL BELOW & ABOVE DETAIL 3 SCALE NONE SH -..:,21!1,- 3 eb,,, 14,,,,„,- 00, OW. , 100 REFERENCE STUDS NOTES: ROD (R) 1. HOLDOWN ANCHOR PLATES COUPLER 44 -.4 AB & ROD (R) FULLY PER 6/S4.03. V7 1 44 SEATED IN COUPLER 2. SEE 6/S4.03 FOR ANCHOR END. PLATE REINFORCING. BOLT '5'.--',--.•••'../A-..2 _ - 3. ..-o 2-1/2" AT 911 AND ANCHOR BOLT AS DIAMETER. SPECIFIED PER PLANS. PLATE (SIZE VARIES) 912 ANCHOR BOLT ANCHOR CHAIR IN ''.. -,-1 LEAVE 3 THREADS MIN. OPTIONAL EXPOSED NAILS (TYP) TYP. ANCHOR BOLT INSTALLATION ° REVISIONNO. 2. REVIEWED FOR CODE COMPLIANCE APPROVED DETAIL , NOV 20 2018 SCALE: NONE SH-..z.2i,S2,1-30fr•/ir 0 City of Tukwila BUILDING DIVISION ANCHOR BOLT NOMINAL LOCATION ZONE ANCHOR BOLT NOTES: G' a- 4 END OF SHEAR WALL (TYP) 1. CONTRACTOR SHALL BE RESPONSIBLE OF WALL TYPE FOR AND FRAMING EB CORP OB NO: 18031 v.. r61 4 11 8g818a8 COORDINATION 11- LAYOUT BEFORE LOCATING ANCHOR BOLTS Lu 8-1 2" MIN IN CONCRETE. SHEET TITLE: EARTHBOUND SEISMIC HOLDOWN SYSTEM INSTALLATION DRAWINGS IAPM0 ER-0429 . 0 15 10" MAX 2. ALL DIMENSIONS ARE TYPICAL U.N.O. STERLING SC RESIDE September 18, 2018 TYP. ANCHOR BOLT PLAN RECEIVED CITY OF TUKWILA DETAIL B NOV 01 2018 SCALE: NONE Sti-&-I-3 PERMIT CENTER DATE: 09/18/18 T)), EVOEWErN SHEET NO Bo • 0 -I \ \ NOV 13 2018 I10 # ID REID MDLETONINC. • • • PATENTS AND PATENTS PENDING. For more &formation about the Earthbound Noldown System, wslt ht p://www.holdown.corn Copyright 2018, Earthbound Gorporabon, All Rights Reserved. MATCHLINE 111111.1,1 .1a lin. J J THIS LAYOUT SHEET IS BASED ON HOLDOWN RUN LOCATIONS SHOWN ON STRUCTURAL PLAN SHEET "S1.03AW" DATED 06/15/18 "IFC SET". THE CONTRACTOR SHALL NOTIFY EARTHBOUND IMMEDIATELY IF REVISED PLANS THAT MAY AFFECT THE QUANTITY AND LOCATION OF RUNS SHOWN ARE ISSUED . • LEVEL 3 STUD AND SHEAR WALL PLAN - NORTH N EARTHBOUND SYSTEM LAYOUT DISCLAIMER 1. THIS LAYOUT SHEET IDENTIFIES EARTHBOUND SYSTEM RUNS FOR CONVENIENCE TO THE SYSTEM INSTALLER AND PROVIDED FOR REFERENCE ONLY. REFER TO THE CONSTRUCTION PLANS FOR ALL OTHER INFORMATION. 2. EARTHBOUND CORPORATION HAS NOT CONFIRMED AND IS NOT RESPONSIBLE FOR THE DESIGN, ENGINEERING, CALCULATIONS OR DERIVATION OF STRUCTURAL FORCES RELATED TO THE BUILDING. ANY DESIGN OR DEMAND LOAD INFORMATION USED OR SHOWN ON THESE DRAWINGS HAS BEEN TAKEN FROM THE CONSTRUCTION DOCUMENTS AND HAS NOT BEEN CONFIRMED BY EARTHBOUND. 3. THIS LAYOUT IS NOT FOR CONSTRUCTION WITHOUT SUBSTANTIATION OF REVIEW BY THE RECORD AND THE GOVERNING BUILDING JURISDICTION. 4. THIS LAYOUT IS SPECIFIC TO THE EARTHBOUND SYSTEM AND IS NOT APPLICABLE TO OTHER TIEDOWN SYSTEMS. -* 5. REFER TO SHEETS SH-1, SH-2 FOR ADDITIONAL NOTES AND INFORMATION. REID MIDDLETON, INC. MATCHLINE REVISION Na REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 0 2018 City of Tukwila BUILDING DIVISION EyllE 7ED CITYGFTUKWILA 11 NOV P3, 2015 I NUV 01 2018 PERMIT CENTER AB LENGTH SCHED L# LENGTH (in) CONNECTION L1 24 PT SLAB L2 30 Soffit Step L3 42 Slab Band EARTHBOUND SYSTEM LOCATION LAYOUT SHEET D DESIGN CHANGES. DATED 06/15/18. EVISED PER STRUCTURAL PLA 06 0 F- CTURAL ENGINEER'S CO 0 V 0 0 0 0 CO 03 co V 3 2 IO 7 ce W G 24 W > F J 7 00 m C7W 2 Y �C40 W Y7 w ~J ct 03 A- I�z LU "X" INDICATES EARTHBOUND SYSTEM HOLDOWN RUNS. "L#" INDICATES ANCHOR BOLT LENGTH AND CONCRETE CONNECTION, SEE AB LENGTH SCHEDULE. ALLANCHORS SHALL BE L1 UNLESS NOTED OTHERWISE. ALL RUNS ALIGN WITH WALLS ABOVE. THIS SHEET IS INTENDED FOR THE LOCATION OF THE EARTHBOUND HOLDOWNS ONLY REFER TO THE CONSTRUCTION PLANS FOR ALL . OTHER INFORMATION. EB CORP JOB NO, 18031 DATE: 09/18/18 SHEET TITLE: EARTHBOUND SEISMIC HOLDOWN SYSTEM LOCATION LAYOUT DRAWINGS, IAPMO ER.0429 SHEET NO. MATCHLINE CD L L THIS LAYOUT SHEET IS BASED ON HOLDOWN RUN LOCATIONS SHOWN ON STRUCTURAL PLAN SHEET "S1.03BW" DATED 06/15/18 "IFC SET". THE CONTRACTOR SHALL NOTIFY EARTHBOUND IMMEDIATELY IF REVISED PLANS THAT MAY AFFECT THE QUANTITY AND LOCATION OF RUNS SHOWN ARE ISSUED . L r 0 0 1 x r o 00 MATCHLINE 0 0 LEVEL 3 STUD AND SHEAR WALL PLAN - SOUTH EARTHBOUND SYSTEM LAYOUT DISCLAIMER 1. THIS LAYOUT SHEET IDENTIFIES EARTHBOUND SYSTEM RUNS FOR CONVENIENCE TO THE SYSTEM INSTALLER AND PROVIDED FOR REFERENCE ONLY. REFER TO THE CONSTRUCTION PLANS FOR ALL OTHER INFORMATION. 2. EARTHBOUND CORPORATION HAS NOT CONFIRMED AND IS NOT RESPONSIBLE FOR THE DESIGN, ENGINEERING, CALCULATIONS OR DERIVATION OF STRUCTURAL FORCES RELATED TO THE BUILDING, ANY DESIGN OR DEMAND LOAD INFORMATION USED OR SHOWN ON THESE DRAWINGS HAS BEEN TAKEN FROM THE CONSTRUCTION DOCUMENTS AND HAS NOT BEEN CONFIRMED BY EARTHBOUND. 3. THIS LAYOUT IS NOT FOR CONSTRUCTION WITHOUT SUBSTANTIATION OF REVIEW BY THE RECORD AND THE GOVERNING BUILDING JURISDICTION, 4. THIS LAYOUT IS SPECIFIC TO THE EARTHBOUND SYSTEM AND IS NOT APPLICABLE TO OTHER TIEDOWN SYSTEMS. 5. REFER TO SHEETS SH-1, SH-2 FOR ADDITIONAL NOTES AND INFORMATION. • • REVISION 2EVIIIEWE NOV I 3 2018 10 REID MIDDLETON, INC. REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 0 MB City of Tukwila BUILDING DIVISION RECEIVER CITY OF TUKWILA NUV 01 2018 PERMIT CENTER AB LENGTH SCHED L# LENGTH (in) CONNECTION L1 24 PT SLAB L2 30 Soffit Step L3 42 Slab Band EA THBOUND SYSTEM LOCATION LAYOUT SHEET REVISED PER EARTHBOUND DESIGN CHANGES. REVISED PER STRUCTURAL PLANS DATED 06/15/18. REVISED PER STRUCTURAL ENGINEER'S COMMENTS DATED 05/01/18. 0 A CO CO 03 w s II1 z IJJ 0 —I LIJ CC 7 CC ci Z 4 10 _1 0 co ce la 2 X CL:1" 121 LIJ EB CORP JOB NO. 18031 "X" INDICATES EARTHBOUND SYSTEM HOLDOWN RUNS. "Ur INDICATES ANCHOR BOLT LENGTH AND CONCRETE CONNECTION, SEE AB LENGTH SCHEDULE. ALLANCHORS SHALL BE L1 UNLESS NOTED OTHERWISE. ALL RUNS ALIGN WITH WALLS ABOVE. DATE. 09/18/18 SHEET TITLE EARTHBOUND SEISMIC HOLDOWN SYSTEM LOCATION LAYOUT DRAWINGS. IAPMO ER-0429 THIS SHEET IS INTENDED FOR THE LOCATION OF THE EARTHBOUND HOLDOWNS ONLY REFER TO THE CONSTRUCTION PLANS FOR ALL. OTHER INFORMATION. SHEET NO. STERLING SOUTHCENTER RESIDENC July 16, 2018 at 12:17 PM p"," 2018-09-17 GENERAL NOTES COMPONENT SELECTION SCHEDULES COLLECTOR STUD CAPACITY SCHEDULES 1. THE SLACKJACK. DEVICE' COMPONENTS INCLUDE: A. SJA INNER AND OUTER SLEEVE CYLINDERS 8. PRE -COMPRESSED COMPRESSION SPRING C. NUT: ALL NUTS TO CONFORM TO ASTM A563 GRADE "A" FOR 60 ksi AND GRADE "C" FOR 120 ksi TENSILE STRENGTH THREADED RODS. D. SWIVEL WASHER 2. ALL THREADED RODS SHALL CONFORM TO THE FOLLOWING SHOP DRAWING MARKS: 1. Rx = ASTM A36 OR A307, fu = 60 ksi. 2. SRxP = ASTM F1554 GRADE 55, fu = 75 ksi. 3. RxHS = ASTM A449 (fu = 120 ksi UP 1". fu = 105 ksi 1-1/8" THRU 2-1/2") or ASTM A19367 (fu = 125 ksi). NOTES: N = ROD DIAMETER IN EIGHTS OF AN INCH. (ie. R7M = 7/8" ASTM F1554 GRADE 55) b. A36/A307 IS ZINC PLATED FINISH ONLY IF "SRxP" AND "HS" ROD ARE USED ON SAME PROJECT, OTHERWISE PLAIN FINISH. "SRxP" AND "HS" RODS ARE ALWAYS PLAIN FINISH. d. SMOOTH ROD (SRZP) NAMING CONVENTION: <SRxP = yy.y> 1. x = ROD SIZE IN EIGHTHS (SR7P = 7/8" DIA ROD, PLAIN FINISH) 2. y = ROD LENGTH IN FEET (10.0 = 10.0 FEET) 3. STANDARD RODS ARE ZINC PLATED. 4. ALL BEARING PLATES ARE FABRICATED FROM ASTM A36 STEEL. 5. ALL STEEL BEARING PLATES SHALL HAVE FULL BEARING CONTACT AREA ON WOOD MEMBERS. 6. COUPLING NUT CONNECTION: CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT AT CONNECTIONS WITH THE SAME SIZE ROD THAT EACH ROD IS THREADED HALF WAY INTO COUPLER FROM EACH SIDE. HIGH STRENGTH (HS) COUPLERS SHALL BE USED WITH HIGH STRENGTH (HS) RODS UNLESS NOTED OTHERWISE. STANDARD STRENGTH COUPLERS ARE ZINC PLATED. HIGH STRENGTH (HS) ARE NOT PLATED. WHERE REDUCING COUPLERS ARE USED, COUPLER SHALL BE FULLY SEATED ON THE LARGER DIAMETER ROD BEFORE ENGAGING THE SMALLER DIAMETER ROD. SIGHT HOLES ARE PROVIDED ON STRAIGHT COUPLERS ONLY, SIGHT HOLES ARE NOT REQUIRED ON REDUCING COUPLERS. 7. COLORS REFERENCED ON THIS DRAWING ARE PROVIDED FOR CONVENIENCE TO THE INSTALLER AND FOR INSPECTION PURPOSES. 8. SILICONE OR CAULKING SHALL NOT BE PLACED INTO THE SLACKJACK DEVICE OR ANY DRILLED HOLE FOR RODS AT ANY TIME. CONTRACTOR SHALL USE FIRE RATED ROCKWOOL OR NON -HARDENING FIRESTOP. (PROVIDED BY OTHERS). 9. ANCHOR BOLTS ARE SPECIFIED BY EARTHBOUND TO CONFORM TO THE LOADS REQUIRED ON THE STRUCTURAL PLANS. CONTRACTOR SHALL BE RESPONSABLE TO VERIFY AND COORDINATE SCHEDULED ANCHOR BOLTS WITH THESE ASSEMBLIES. 10. HOLDOWN RUN ELEVATION VIEWS ARE DIAGRAMS AND MAY NOT DEPICT THE CORRECT NUMBER OF COLLECTOR STUDS REQUIRED. REFER TO COLLECTOR STUD PLAN DIAGRAMS FOR REQUIRED AMOUNT OF ADDITIONAL STUDS DEPENDING ON SHEAR WALL FRAMING TYPE. ADDITIONAL COMPRESSION STUDS OR POSTS MAY BE REQUIRED BY THE STRUCTURAL PLANS FOR DEAD AND LIVE LOADS. 11. THIS DRAWING WILL BE REVIEWED BY THE ENGINEER OF RECORD. UPON APPROVAL, U.N.O. THIS DRAWING REPLACES THE HOLDOWN SYSTEM PER THE STRUCTURAL PLANS. 12. ENGINEER OF RECORD SHALL VERIFY COMPLETE LOAD TRANSFER TO FOUNDATION LEVEL INCLUDING ALL CODE REQUIRED LOAD FACTORS. 13. WOOD FLOOR LEVELS SHOWN ARE RELATIVE TO THE CONCRETE FOUNDATION AND MAY NOT REFLECT THOSE SHOWN IN THE PLANS. 14. CONTRACTOR MAY SUBSTITUTE POSTS WITH 2x MEMBERS OR VICE VERSA ONLY IF TOTAL BEARING PLATE AREA ON BOTTOM PLATE IS EQUAL. 15. REFER TO THE COLLECTOR STUD SCHEDULE FOR WOOD STUD AND FLOOR PLATE MATERIALS USED IN LOAD CALCULATION ASSUMPTIONS. THE MATERIALS SHALL MATCH STRUCTURAL DRAWING REQUIREMENTS UNLESS NOTED OTHERWISE. 16. FULL HEIGHT COLLECTOR STUD REQUIREMENTS (NOT AT BRIDGE LEVEL - SEE 17A): A. FULL HEIGHT BUNDLED 2x, 3x COLLECTOR/COMPRESSION AT OUTERMOST STUDS FROM EACH SIDE OF THE THREADED ROD SHALL RECEIVE STAGGERED AND DISPERSED EDGE NAILING PER THE SHEAR WALL SCHEDULE OF THE STRUCTURAL PLANS. ANY REMAINING INTERIOR STUDS SHALL RECEIVE FIELD NAILING PER THE SHEAR WALL SCHEDULE OF THE STRUCTURAL PLANS. B. FULL HEIGHT 4x COLLECTOR/COMPRESSION AT OUTERMOST POST FROM EACH SIDE OF THE THREADED ROD SHALL RECEIVE ONE (1) ROW OF EDGE NAILING PER THE SHEAR WALL SCHEDULE OF THE STRUCTURAL PLANS. ANY REMAINING 2x, 3x. 4x INTERIOR MEMBERS SHALL RECEIVE FIELD NAILING PER THE SHEAR WALL SCHEDULE OF THE STRUCTURAL PLANS. C. FULL HEIGHT fix AND LARGER COLLECTOR/COMPRESSION AT OUTERMOST POST FROM EACH SIDE OF THE THREADED ROD SHALL RECEIVE TWO (2) ROWS OF EDGE NAILING PER THE SHEAR WALL SCHEDULE OF THE STRUCTURAL PLANS. ANY REMAINING INTERIOR POSTS CAN BE FIELD NAILED PER THE SHEAR WALL SCHEDULE OF THE STRUCTURAL PLANS. D. WINDOW AND DOOR TRIMMERS MAY BE USED AS HOLDOWN COLLECTOR STUDS IF THE FOLLOWING CONDITIONS ARE MET: - A CONTINUOUS VERTICAL LOAD PATH SHALL EXIST FROM WALL TOP PLTS. TO WALL BOTTOM PLTS. - ALL WOOD MEMBERS IN THE CONTINUOUS VERTICAL LOAD PATH SHALL BE NAILED ACCORDING TO THE EARTHBOUND SYSTEM REQUIREMENTS. - THE SHEAR PANEL MUST EXTEND TO INCLUDE THE TRIMMERS USED. E. COMPRESSION STUDS/POSTS SHALL BE INSTALLED SYMMETRICALLY ABOUT ROD. WHERE QUANTITY OF STUDS IS GREATER THAN THE SPACE BETWEEN ROD OR BEARING PLATE AND THE END OF SHEAR WALL THE ADDITIONAL REQUIRED STUDS SHALL BE ADDED TO THE OPPOSITE SIDE OF ROD (ASYMMETRICALLY). F. COLLECTOR STUDS DO NOT NEED TO BE STITCH NAILED. 17. COMPRESSION BRIDGE REQUIREMENTS: A. ALL FULL HEIGHT 2x AND 3x MEMBERS ON EITHER END OF THE BRIDGE SHALL RECEIVE EDGE NAILING PER THE SHEAR WALL SCHEDULE OF THE STRUCTURAL PLANS. B. ALL FULL HEIGHT 4x COLLECTOR/COMPRESSION POSTS ON EITHER SIDE OF THE BRIDGE SHALL RECEIVE ONE (1) ROW OF EDGE NAILING PER THE SHEAR WALL SCHEDULE OF THE STRUCTURAL PLANS. C. ALL FULL HEIGHT 6x AND LARGER COLLECTOR/COMPRESSION POSTS ON EITHER SIDE OF THE BRIDGE SHALL RECEIVE TWO (2) ROWS OF EDGE NAILING PER THE SHEAR WALL SCHEDULE OF THE STRUCTURAL PLANS. D. ALL BRIDGE TRIMMERS SHALL BE 2x MEMBERS ONLY (U.N.0.) AND SHALL BE INSTALLED SYMMETRICALLY AS SHOWN (U.N.0.). E. ALL BRIDGE TRIMMERS SHALL RECEIVE EDGE NAILING PER THE SHEAR WALL SCHEDULE OF THE STRUCTURAL PLANS (U.N.0.). F. THE BRIDGE TRIMMERS ADJACENT TO THE FULL HEIGHT STUDS (ONE EACH SIDE) SHALL RECEIVE FACE (STITCH) NAILING TWO (2) ROWS AT 4" 0.C. STAGGERED ROWS ARE ACCEPTABLE BUT NOT REQUIRED. TRIMMERS IN ADDITION TO ONE EACH SIDE DO NOT REQUIRE FACE (STITCH) NAILING. FACE NAILS MAY BE NAILED FROM THE OPPOSITE DIRECTION THAN THAT SHOWN IN THE DETAIL. G. FACE NAILS SHALL BE 10d MINIMUM. USE 16d NAILS MINIMUM WHEN NAILING THROUGH 3x STUDS INTO 2x BRIDGE TRIMMERS. H. IF MULTIPLE BRIDGE TRIMMERS ON EACH SIDE ARE REQUIRED, DO NOT INSTALL THE TRIMMERS IN ADDITION TO ONE EACH SIDE UNTIL THE FACE NAILING HAS BEEN INSPECTED AND APPROVED. I. BRIDGE BLOCK SHALL BE 4x6 DF IN 4x WALLS, 6x6 OF IN 6x WALLS (U.N.0.). BRIDGE BLOCK SHALL ALWAYS BE 5-1/2" TALL MINIMUM. NAILING OF BRIDGE BLOCK IS PROHIBITED. J. BRIDGE BLOCK SHALL BE DOUGLAS FIR CONSTRUCTION GRADE WITH MINIMUM 800 PSI ALLOWABLE BENDING STRESS. TIMBERSTRAND LSL BEAM MATERIAL OF EQUAL OR GREATER DIMENSION IS AN ACCEPTABLE ALTERNATE (U.N.0.). K. BRIDGE HEIGHTS SHOWN ARE THE MINIMUM HEIGHT FROM SUBFLOOR TO BOTTOM OF BRIDGE MEMBER. L ONLY COMMON NAILS SHALL BE USED. 18. DRILLED OR BORED HOLES: DRILLED HOLES THROUGH VERTICAL COMPRESSION MEMBERS SHALL NOT EXCEED 259 OF THE STUD OR POST WIDTH, FOR EXAMPLE: 7/8" DIA. HOLE IS MAXIMUM ALLOWED IN 3 1/2" WIDE STUD OR POST UNLESS APPROVED BY EOR. THE BORED HOLE SHALL BE AT LEAST 5/8" AWAY FROM EDGE OF STUD. 19. CUTTING AND NOTCHING: WOOD VERTICAL COMPRESSION MEMBERS ARE PERMITTED TO BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 259 OF IT'S WIDTH PER 2308.9.10 PER IBC 2015. 20. STUD/POST/TRIMMER NOTCHING AT CONFLICTING BEARING PLATES INTERFERENCE. A. THE MEMBER SHALL BE NOTCHED TO THE EXACT THICKNESS AND AREA OF THE STEEL PLATE TO MAINTAIN THE FULL BEARING AREA OF THE NOTCHED COMPRESSION MEMBER. B. IF THE REQUIREMENTS OF ITEM "A" ABOVE ARE NOT MET, THEN ADDITIONAL COMPRESSION MEMBERS SHALL BE ADDED TO ACHIEVE THE REQUIRED TOTAL BEARING AREA. ADDITIONAL COMPRESSION MEMBERS SHALL RECEIVE SHEAR PANEL NAILING PER THE REQUIREMENTS OF THE EARTHBOUND SHOP DRAWINGS. C. PLYWOOD SHIMS MATCHING THE EXACT THICKNESS OF THE STEEL BEARING PLATE MAY BE USED IN LIEU OF NOTCHING. ALL ADDITIONAL REQUIREMENTS ABOVE SHALL BE MET. 21. MINIMUM REQUIREMENTS FOR BLOCKING IN THE JOIST SPACE AT HOLDOWN LOCATIONS ARE: A. BLOCKING SHALL SPAN THE FULL WIDTH OF THE SHEAR WALL TOP PLATE OF THE FLOOR LEVEL BELOW THE JOIST SPACE. B. BLOCKING SHALL EQUAL THE OUTERMOST DIMENSIONS OF THE "FOOTPRINT" OF THE TOTAL HOLDOWN W000 COMPRESSION MEMBERS OF THE FLOOR LEVELS BELOW AND ABOVE THE JOIST SPACE. C. THE SPACE BETWEEN BLOCKING WHERE THE ROD IS LOCATED SHALL NOT EXCEED 3". D. COMPRESSION CAPACITIES OF BLOCKING MATERIALS SHALL BE EQUAL TO OR GREATER THAN THE RELATED JOISTS. THE VERTICAL DIMENSIONS SHALL BE EQUAL. SEE NOTE "E' FOR EXCEPTION. E. VERTICAL GRAIN BLOCKING SHALL BE TRIMMED TO ACCOUNT FOR POSSIBLE SHRINKAGE OF THE JOISTS. CONTACT JOIST MANUFACTURER FOR SHRINKAGE INFORMATION. F. FLOOR JOISTS SHALL NOT BE REMOVED TO ALLOW FOR THE INSTALLATION OF BLOCKING. BLOCKING IS IN ADDITION TO THE EXISTING JOISTS. G. WEB STIFFENERS SHALL BE ADDED TO ENGINEERED LUMBER "I" JOISTS AND "I" JOIST MATERIAL USED AS BLOCKING. SEE NOTE "B" ABOVE. JOB SPECIFIC NOTES: PROVIDE NAILING PER 8/S5.01 AT INTERSECTING SHEAR WALLS WITH HOLDOWNS. ABBREVIATIONS AB ANCHOR BOLT PER ROD COMPONENT SCHEDULE BLKG BLOCKING C COUPLER END FOUNDATION G HOT DIPPED GALVANIZED ROD OR GALV. TAPPED COMPONENT GG COUPLER GALV. TAPPED ON BOTH ENDS GS COUPLER GALV. TAPPED ON SMALLER ROD DIAMETER END CB CORROSION BARRIER HS HIGH STRENGTH SJA 4XY SLACKJACK COMPONENT (X) = SLACKJACK DEVICE SERIES TRAVEL 1=1 INCH (RED), 2=2 INCHES (GREEN) (Y) = ROD SIZE JST JOIST MIN. MINIMUM 0.C. ON CENTER P PLATE PG PERPENDICULAR TO GRAIN ft ROD LINO UNLESS NOTED OTHERWISE SHOP DRAWING DISCLAIMER THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE EARTHBOUND SEISMIC HOLDOWN SYSTEM. THEY WERE PREPARED IN CONFORMANCE WITH THE STRUCTURAL DESIGN PROVIDED TO EARTHBOUND CORPORATION ("EB CORP.") BY THE PROJECT OWNER OR ITS REPRESENTATIVE. EB CORP. TOOK NO PART IN THE PREPARATION OR REVIEW OF SAID STRUCTURAL DESIGN AND EB CORP DISCLAIMS ANY LIABILITY FOR IT. THE STAMP OR SEAL OF AN EB CORPORATION EMPLOYEE OR AGENT ON THESE SHOP DRAWINGS PERTAIN ONLY TO THE TRANSFER OF THE FORCES REQUIRED BY THE ENGINEER OF RECORD ON THE STRUCTURAL DRAWINGS AND NOT TO THE REVIEW AND ADEQUACY OF THE STRUCTURAL DESIGN. NO WARRANTY, EXPRESSED OR IMPLIED, AS TO THE ADEQUACY OF THE STRUCTURAL DESIGN IS MADE BY ANY SUCH STAMP OR SEAL. COLLECTOR STUD DIAGRAM KEY WALL TYPE (TYP) ya WOOD SPECIES�� L. ANp HEIGHT ENDAMEMBERS (TYP) APPROX. ROD LOCATION (TYP) ANCHOR BOLT LAYOUT DIMENSION (TYP) STUD OR POST (TYP) STUD/POST (OTT) & DESCRIPTION (TYP) 1. * (ASTERISK) INDICATES 1/2 HEIGHT TRIMMER (UNLESS NOTED OTHERWISE) FOR COMPRESSION BRIDGE. 2. COLLECTOR STUDS SHOWN ARE THE MINIMUM REQUIREMENT TO EQUAL THE UPLIFT TENSION FORCES CALLED OUT BY THE STRUCTURAL DWGS. ADDITIONAL COMPRESSION STUDS OR POSTS MAY BE REQUIRED BY STRUCTURAL ENGINEER OF RECORD. APPLIES TO ALL HOLDOWN RUNS. EAR BOUND READED ROD CAPACITIES 6 IBC 2015) R8 SNP /2" RI /8DIA DIA /6' DIA 59.030 LDS 5.230 IBS 8900 L85 13.170 LBS e0 LDS 0.050 160 8s TM A 6 (URIC) • 6 (UNC) • 6 (*NC) NC) 1 (UNC) 6 (UNC) M (UNC) 6 (UNC) UNC) M fl539 CR55 (UNC) OD 42 JA SJA 217. 227, 417, 427 SA 218, 228, 418. 420 790 LB AS u (LING) AS 5 (UNC) AS 5 (UNC) 87 (UDC) s (UNC) 1,37( 87 (UNC) AS. A193 87 As1M A193 87 (UNC) S4 4112..2 A DI SJA 21 8 428 TOTAL SOWS REWIRED COLLECTOR STUD CAPACITIES FOR 000G RR STUDS ON DWG RR PLATES tY-B' GPAtl1Y +* 4 ------"":&W.74. CAPACDY O1Y. PLAN MEW MINGLE CAPA0TC 2 N 9 N 3 4 ® 4 f8 5 ®0 6 B sMEM 10 MEMOS 2x4 2*0 3x4 I 464 STUDS STUDS STUDS ( POSTS POSTS BRIDGE TRIMMERS ONLY NO. OF BRIDGE TRIMMERS 6* 8* 264a_ 3.2814 6,5634 10,313A 13,125A 120,625# 19,688# 30,938# 26,2508 41,250# NOTES: 1) STUDS SHOWN ARE ME MINIMUM COMPRESSION MEMBERS REQUIRED FOR THE EARTHBOUND SYSTEM. 2) DOUG FIR CALCULATION NOTES (BASED ON 2015 RIDS) 264s, 2x6s, 3x4s, 4x4s (N0. 2 GRADE): F'c PARALLEL = 1350 PST 6xs AND LARGER (N0. 1 GRADE). Pc PARALLEL = 1350 PSI F'c PERPENDICULAR = 625 PSI FOR DOUG PR PLATES. 3 * DENOTES N0. OF BRIDGE TRIMMERS UNDER COMPRESSION BRIDGE. 4) ** DENOTES THAT FINAL POST HEIGHT SUBTRACTS 4 I/2" FOR 2x TOP PLATES AND 2x BOTTOM PLATE. MATE s26 Po P6 EARTHBOUND BEARING PLATE CAPACITIES (DF) OPTIMUM. LOOD 5.650 Les 0.470 LEIS COLOR CODE GREEN BLACK 3-1/a PLATE GQ1MW16 (NONE* 25' SJA ROD SIZE CODES PART NO. SJA 2r5 or 44 ROD N 1/2' 1/2' 0 PI2 P14 PIB 10,510 LDS 12270 LB5 14,460 LBS 6,550 te5 BLUE GRAY RED TAN 3-I/4' 3-I/4' 3-1/4' 3/6" 5/8' 3/4' 3/4" SJA 2x6 or 4x6 SJA 287 or 487 SA 2x8 or 4x8 SJA 2x9 or 4x9 5/6' 3/4" 7/8" RCO SrIE WARNER COM PURPLE BUCK 1 1/6' R7 or R7HS R8 or RBIIS RD a RSHS GRAY BLUE SEISM MOTE P16 18,840 LDS 21.020 LBS YELLOW BROWN 23.210 LEIS WHM 3-1/2" 3-1/2' 3-1/O' SJA SAD, 400, SJS 4810 SJS 4x12 1 1/4" 1 1/2" 812 or R12Hs GREEN /4' P24 24,310 LBS GOLD 3-1/2' 1 I/O' 26.490 LDS ORANGE 3-1/2' 1 1/2" x - SLACKWACK TRAVEL IN 'INCHES" 1..D1TENSION LOAD WAS CALCULATED FROM THE FOLLOWING EQUATION: A ASTM A36/A30/ 1Muo4sd Rod 0093454*4 am iM - 001mt UNC &mod RR. SR Rad as *on A0R1 FI634a130. Pm - T6 NL on 66M A1w8),Fv-196IM & 1E* PM 2N6 mama M ablkW M am4m es to 6a6m NWS mM ARM 7-10. 2. PLATE STEEL SHALL BE AS1M A36: F'u = 60,000 PSI. 3. SUBSTITUTIONS OF DESIGNATED BEARING PLATE SHALL NOT BE PERMITTED, OBTAIN WRITTEN APPROVAL FROM THE ENGINEER. 4. SLACKJACK SELECTION NOTES: THE SIZES SHOWN ABOVE ARE FOR BOTH ONE AND TWO INCH TRAVEL ("SJA 4xy') (x = TRAVEL HEIGHT IN INCHES. y = ROD SIZE). TWO INCH TRAVEL BLACKJACKS ARE REQUIRED ON FOURTH WOOD FRAME LEVELS AND HIGHER. 5. THIS TABLE IS FOR REFERENCE OF FULL PRODUCT LINE, SOME ROD AND PLATE SIZES MAY NOT BE IN USE. THE ENGINEER OF RECORD SHALL REVIEW AND APPROVE CAPACITIES. TYPICAL SLACKJACK COLOR KEY ,_PART N0. SJA 418 RED [YELLOW CAPTURE RING-7 --WASHER COLOR COLOR PULL CL ACK PRNNG COLOR SEE E)COLO IAPMO ER-0429/ SLACKJACK THREADS LA RR 25404 PART N0. ROD MODEL/8RE:S ON OWLS DIAMETER M 100 MJ 100 1/2 TOP ,■/ NUT SWIVEL WASHER (SEE COLOR CODE) RINGT(SEE COLOR CODE) R 411111111040 4 BEARING PLATE PULL CUP END WITH GREATER THREAD LENGTH IS ALWAYS UPWARD. SMOOTH ROD PART NUMBER FORMAT: SRx-## X = ROD SIZE IN EIGHTHS (5 = 5/8") # = ROD LENGTH IN FEET (10.5 = 10.5') END WITH 3 INCHES OF THREAD ALWAYS DOWNWARD INTO COUPLER. COUPLING NUT SMOOTH ROD INSTALLATION NOTE: SMOOTH ROD MAY BE INTERCHANGEABLE WITH ALL THREAD OF SAME DIAMETER. SLACKJACK - IAPM0 ER-0429 & LA RR 25404 LISTED CAPACITIES COLOR CODE AND MODEL/SERIES TO PART NUMBER CROSS REFERENCE TRAVEL CAPTURE STMT. IAPMO ER-0429/SLACKJACK THREADED TRAVEL CAPTURE SWIVEL COMPRESSION COMPENSATION RING WASHER LA RR 25404 PART NO. ROD COMPRESSION COMPENSATOR RING WASHER CAPACITY AMOUNT COLOR COLOR MODEL/SERIES ON BRIGS DIAMETER CAPACITY AMOUNT COLOR COLOR 5,000 LBS 1-INCH N/A RED M 200 MJ 200 1/2' 4.000 LDS 2-INCH N/A ORANGE A 210 A 210 A 210 A 210 A 210 SJA 214 SJA 215 SJA 216 SJA 217 SJA 218 1/2' 5/8 3/4 7/8 7,360 LBS 1-INCH BLUE PURPLE A 220 SJA 224 1/2' 7,730 LBS 2-INCH YELLOW PURPLE 7,360 LBS 1-INCH BLUE BLACK 7,360 LBS 1-INCH BLUE GRAY 7,360 LBS 1-INCH BLUE BLUE ,360 LBS 1-NCH BLuE YELLOW A 220 SJA 225 5/8' 7,730 LBS 2-INCH YELLOW BLACK A 220 SJA 226 3/4' 7,730 LBS . 2-INCH YELLOW GRAY A 220 SJA 227 7/8' 7,730 LBS 2-INCH YELLOW BLUE A 220 SJA 228 7.730 LBS 2-INCH YELLOW A 210 SJA 219 1 1/8" 7,360 LBS 1-INCH BLUE WHITE A 220 SJA 229 1 I/O' 7,730 LBS 2-INCH YELLOW WHITE A 210 SJA 2110 1 1/4' A 410 A 410 A 410 A 410 A 410 SJA 414 SJA 415 SJA 416 SJA 417 SJA 418 1/2" 5/8' 3/4 7/8' 1" 7,360 LBS 1-INCH BLUE GREEN 14,000 LBS 14.000 LBS 14,000 LBS 14,000 LBS 14,000 LBS 1-INCH -INCH -INCH 1-INCH 1-INCH A 410 SJA 419 1 I/O' 14.000 LBS 1-INCH A 410 T 410 410 T 410 T 410 SJA 4110 1 1/4" 14,000 LBS 1-INCH SJT 414 SJT 415 SJT 416 SJT 417 1/2" 5/8' 3/4" 7/8" 9,000 LBS 1-INCH 9,000 LBS 1-INCH 9,000 LBS 1-INCH RED RED RED RED RED PURPLE BLACK GRAY BLUE YELLOW RED WHITE RED GREEN ORANGE] PURPLE ORANGE) BLACK ORANGE) GRAY 9,000 LBS 1-INCH ORANGE BLUE A 220 SJA 2210 1 I/O' 7,730 LDS 2-INCH YELLOW GREEN A 610 A 610 A 610 A 610 SJA 615 5/6" SJA 616 SJA 617 3/4" 7/8' T 410 SJT 418 9,000 LBS 1-INCH ORAN LL0W 20,340 LBS 1-INCH 20.340 LBS 1-INCH 20,340 LBS 20,340 LBS A 610 SJA 618 1' 20,340 LBS 1-INCH TAN YELLOW 1-INCH 1-INCH TAN PURPLE TAN BLACK GRAY BLUE TAN TAN T 410 T 410 SJT 419 SJT 4110 1 I/O' 9,000 LBS 1-INCH 1 1/4" 9,000 LBS 1-INCH ORANGEI WHITE ORANGE GREEN A 610 SIP 619 1/8" 20340 LBS 1-INCH TAN WHITE A 610 SJA 6110 1 1/4" 20,340 LBS 1-INCH TAN GREEN T 610 T 610 SJT 618 t" 15,000 LBS SJT 619 1 I/O' 15,000 LBS t -INCH GRAY [YELLOW -INCH GRAY WHITE A 620 A 620 SJA 627 SJA 628 7/8 20,100 LBS 2-INCH WHIM 20,100 LBS 2-[NCH WHITE YELLOW WHITE GREEN T 610 SJT 6110 1 1/4' 15,000 005 1-INCH GRAY I GREEN A 620 SJA 629 1 1/8" 20,100 LBS 2-INCH WHILE T 620 T 620 T 620 SJT 628 SJT 629 SJT 6210 /8' /4- 15.000 LBS 15000 LBS 5.000 LBS 2-INCH 2-INCH PURP PURPLE PURPLE GREEN S 410 SJS 419 1 I/O' 22,000 LBS 1-INCH BLUE WHITE S 410 SJS 4110 1 1/4' 22,000 UM 1-INCH BLUE i GREEN S 410 SJS 4112 1 1/2' 22,000 LBS 1-INCH BLUE RED *SJST4210 1 1/4' 22,000 LBS 1 1/2-INCH BLACK GREEN * SJST4110 1 1/4' 22,000 1B5 1-INCH RED GREET' * SJST4112 1 1/2' 22,000 LBS 1-INCH RED RED SLACKJACK TAKE UP DEVICE WITH 4R = 0.003 IN. NOT SHOWN IN ER-0429. A 620 I SJA 6210 1 1/4' S 420 S 420 S 420 SJS 429 1 1/8" SJS 4210 1 1/4" 20,100 LBS 2-INCH 22,000 LBS 1 2-INCH 22,000 LBS SJS 4212 1 1/2" 22,000 185 2-INCH 2-INCH WHITE YELLOW YELLOW YELLOW WHIM GREEN RED SLACKJACK COLOR CODE TABLE TRAVEL HEIGHT AND ROD SIZE COORDINATION SJA 428 MODEL: SLACKJACK_T -L ROD DIA IN EIGHTH INCH MODEL TYPE. TRAVEL IN INCHES A=ALUM, S=STEEL SERIES TYPE (# RINGS) PANEL NAILING (TYP) DEVICE REFER TO EACH RUN TYPE FOR TOTAL NUMBER OF TRIMMERS REQUIRED. SHEAR WALL BOTTOM PLATE OR BRIDGE. TYP. P- PLATE ORIENTATION & SAMPLE BRIDGE TRIMMER NAILING DETAIL SCALE: NONE SLACKJACK10 NUT ROD P-PLATE FACE NAILING TYP. FULL HEIGHT STUD TYP. REQUIRED BRIDGE TRIMMER (TYP) ADDITIONAL TRIMMER(S) TYP. co S 41)1 ROD HOLE SCHEDULE THROUGH TOP/BOTTOM PLATES AND BRIDGES ROD SIZE MIN HOLE SIZE MAX HOLE SIZE * HOLE SIZES INTENDED FOR 6" WALL TYPES ONLY. ENG NEER OF RECORD SHALL APPROVE THE USE OF THESE HOLE SIZES FOR 4" WALL TYPES. ALL SHEAR PANEL NAI IS PER THE SHEAR WAL SPACING SCHEDULE EDGE NAIL FULL HEIGHT MEMBER AT EACH END OF BRIDGE BLOCK. NAILING OF BRIDGE BLOCK IS PROHIBITED EDGE NAIL ALL BRIDGE BRIDGE TRIMMER FACE (STITCH) NAILING PER SHOP DRAWINGS. REQUIRED ON TWO (2) TRIMMERS ONLY. Or CV lip IP 11 BRIDGE V' lint FULL HEIGHT COMPRESSION MEMBER LEVELS END OF SHEAR WALL REVIEWED FOR CODE COMPLIANCE APPROVED OCT 15 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA PERMIT CENTER EDGE NAILING REVD AT TFIE OUTERMOST STUD/POST ON BOTH SIDES OF ROD ANY ADDITONAL STUDS/POSTS CAN BE FIELD NAILED. NAILS MAY BE DISPERSED AND STAGGERED ON MULTIPLE MEMBERS SEE SHOP DRAWING GENERAL NOTES FOR NAILING REQUIREMENTS WHEN POSTS ARE USED. CENTER RESIDENCE OD OD OD ge 31 he Me 4 0 CM GO CC oc co wr EB CORP OB NO: 18031 SHEET TITLE: EARTFIBOUND SEISMIC HOLDOWN SYSTEM INSTALLATION DRAWINGS 07/16/18 NAILING SAMPLE SHEET NO. PATENTS AND PATENTS PENDING. For more Information about lha Earthbound Noldolret System, Lisa http://wwwwwwwww.som .88-T0102016. East bound Corporation. All RIVAS Reserve, D 800-944-5669 CONTACT. EARTHBOU REVIEWED fRomonal Pro... or We lommalio. DoildM2 Code OCI ENGINES. Dos s Jurisdiction L., By Code Review Consult. pICIEWEI 2018-09-17 HOLDOWN RUN DETAILS od RUN TYPE 2A RUN TYPE 3A RUN TYPE 38 RUN TYPE 4A RUN TYPE 4B RUN TYPE 4C RUN TYPE 5A RUN TYPE 5B rNT$ DATED 05/01, woo DEOE LEVEL Ild. lE9011 EOADS CALCULATED oFEfMouL LOAw COLLECTED 00.100101. 1.04 maD 001.0.41 DDNEDAD WACO ELCOE UAL. IDIELON � MDAAAO 057003E11AI LOWS wla'IEO DEFE@NM. LOWS wcD 000.59051 OOAEOAD WOm .05 LEVEL UPI. rw.VtAIED TOLOON OFFEROTEAL WADS I L 0.1¢N9 DEDEREDIVL LOADS ROOD CODIESSON m41PAZD MOD MOP fB. WI. 15/61.1 LOADS MMATED OREEMNML LOADS COLLEOFD IMMOMI. IOMS MAD 051.53001 DDMAD•n MOE UAL. TERSE. CALCUEAIED1 DERERDITNL OWwM 070515111. LOADS WED nMDEDAD WOOD DODD MDT WOOD LOADS CAaaNA'IED OFFEEDIAL TOMS CEtwiED DIDE5150110 LOADS 0000 COLPEESSON m0.6.0 IR= FLOOR tEw. MDT 1151005 taw CALCULATED cone IIIAL LEADS ' MEWED WEEWIEML tans moo 0560 1 WM. ROOD 13001 MO. inBT , mamma, I muxem TEM. 105.4411Mj ODEpeNIM LOADS LOADS trams moo COD EEDW Dy, _____ EW ElN 1 B. - ____ '-� EEI _____ sn 2so LesI 250 LBS 250 Ws zw Las ml 500 Les Sao LBS i SDo LBs 500naD Soo Les 4SI 441 dD _____ 1W 250 WS 4M 500 WS 500164 500 L65 500 16S 4W 1.250 WS 4W 500 Lao 250 LBS 250 CBS 500 LBS 4th LBS 1 750 Les LBS LBS SN - ---- 8d s 7501e5 750 WS 3d 1500 LBS 1,500 LBS 1.500 CBS SIN 2000 LBS i LBS 1,750 LBS 2,000 LBS JC4 _ 314 4,750500 LBS 3,500 te4 4,750 LBS SIN 2750 Las 225E LEIS 2 S 2.750 Les 3M 4.000 Ws 1 2,750 LBS 2,7E 4,000 LBS m 2ttl 5 2,G001BS 2,00E t85 2M S 2,000 LBS 1,000S 2.75E WS 9W A000 WS 2,500 WS 2,500 LBS 4 2d 000 LBS 3,000 CBS 5,000 LBS End _ 21W 4.75E WS a,J501B4 9 2W Las 3.750 LBS 3 2W B.000 LBS 4.000 LBS 4,000 LBS 8,000 LBS ( td 5.000 Les 3.000 LBS 3,000 LBS 5.000 1B5 Id 5.750 CBS ( 3,000 LBS 3,000 W5 5,750 LBS 1d 8,000 LBS 4,000 LBS 4,000 LBS 8,000 LBS tat 9.250 LBS 4,250 LBS A250 LBS 1 9,250 CBS tat 11.750 LBS 5.000 LBS 5.000 LBS 11.75E LBS id 115,75E LBS 6,25E LBS 6,25E LBS 1B750 LBS id 11,500 LBS 5,000 LBS 5,000 LBS 11,500 LBS td 13.25E LBS 5.250 LBS 5,250 LBS 13.250 185 u\) (. O 85 o SN-2 SH-a III MJ200 SH2 SR_3 11�1 MJ200 ISPRINCIORAxC� ¢ ( W ALL H O L D O W N ANCHOR BOLTS SHALL HAVE )) 12 EXPOSURE. MOUNT AT 4•-6" It'll ' {EPRING,ORANGF{ (GREEN) MOUNT AT 4 -6" I' in. (GREEN) (� p a q=• F OOR 4x6/6x6 ABOVE FLOOR 4x6/6x6 a U •,'..) • III II BRIDGE M I BRIDGE f 2 4 OR 3x4 WALL 11�■I II 7Y R4 C44 2z4 OR 3x4 ■i■i■SI11 i II 1>p'I ]2" R4 C44 �� �,� A �,� 1,1 Rs' ® ,( MJ200 Na 2" ❑ I N + NI MJ200 (U 1 )U 0 II�1 MJ200 Q 11�1 MJ200 II 11�1 MJ200 �o m © I {sPftlNc]ttRANGr1 �.o m ©* Iidh �I� {SPRING6545GE{ �F (SPRINGIORANGE) SX-2 SH-3 I ISPRING SRANGEJ - - sn� 3 I i7 {SPRINGCORaNGE 1 P6-4 £ L+L=e++ m P6-4 ` F Z MOUNABOVE � R•IP'l P6-4 MINA /1 ��I P6-4 I��I " I P6-4 BE 2x MEMBERSBRIDGE TRIMMSIXJLT. LL �I "ill (GREEN) SHAL BE12xE TRIMMESSONLY. _ I/ _ (GREEN) I I IL N f w ``VI O 5 FLOOR •�I 4x6/6x6 OT f OOR I 4x6/6x6 i ABOVE FLOOR OVE FL II 4x6//6x6 I r�4 s D s o 56)4 tED )w 'wI MM� �� IRm II � =ll BRIDGE ems::1 ! BRIDGE RIMM �I BR16GE \ , I I 0 "BRIDGE TRIMMERS SHALL BE 2x MEMBERS ONLY. "BRIDGE TRIMMERS SHALL _ BE 2x MEMBERS ONLY. EH 2x4 OR 3x4 WALLS gill C4" R4 C44 mQ < 2x4 OR 3x4 WALLS II=II 72" R4 Irl C44 t0< 2x4 OR 3x4 WALLS I I 72" R4 1I C54 NQ .m SEE MAW. PLANS '' C44 m ING III. C44 S IS w �,• �,, N2 $ � M + HI 1' III MJ200 � ® MJ200 � m2 ❑ I M 4 NI �I SJA225 ITELLOW O � MJ200 ISPRIN ( u � Msnos MJ200 (SPRINGMRANG W Y ii� MJi EE {SPreInG1 { 0 II�i 5x_3 MJ100 40o �$� ©'-I'''" � SPRINGORANGE ( I I COED �gL� �LB=YU I� I SPRING RANG � � �J2* �g�,g QL1'L+�I II I eual ao aFucaMvxEQOvm Tu05 RE0wgm _ GORANGL REOUIRm I EI 65 sH-2 5H-3 I RED i sn-z sPRNGI REn I = P6-4 (GREEN) I P6-4N (GREEN) P6 (GREEN) d. �6lE GREEN) 06-4 (GREEN) co IT MOUNT AT 4•-6" I��I �l P6-4 (GREEN) MOUNT AT 4•-6" �_ Ise P6-4 (GREEN) BRIDGE TRIMMERS SHALL 8E 2x MEMBERS ONLY. ��i.l ---' PMI BRIDGE BE RUMMERS SHALL 2x MEMBERS ONLY. __ I �I •BWDGE TRIMMERS SHALL SE 24 MEMBERS ONLY. I„1 1= ' ' ..I NB I S W MOVE FLOOR AI4V LOON 4x6 6x6 snPfvs t: ti FD snf F ei FD II,.I sT1f8 €dB FD sni Feb D snosE O€ tm \ RW WIM2x4 II �.� Mar I BRI GE \ D TWO M ED I I 1�I BRI GE m¢ , ^f-" m� 'NI-' ° ` n0 'BRIDGE 114 5Rs snAu BE 2x MEMBERS ONLY. , oq OR 3x4 d' WALLS I I 72" R4 C44 m� a 2x4 pR 3x4 LS I I ]2" R4 C44 N-4 iO r■ '. C54 Na -,o ',) C54 Nd.E BEAMING ,alI C65 L'1 Nd '' ',I C54 Nd - '' C64 �,� o' N + N MJ100 H MJ100 u .r SJA215 FaR fir- SJA215 �r SJA216 I Ste' FOR .� SJA215 I I SJA216 1 d yU LIB . ISPRING RED I I I SPRING, RED) o snos 1aan0m. I BLUE, BLACK { m 114 gmwgm. ( BLUE ,I BLACK �x m snos REOUPm. I BLUE , GRAY I p 514 gEWwm. I BLUE I BLACK p 9 sN05 REasRm. ( ail, BLUE I GNAT p sn-z sx_3 MJ100 1�1 �ISPRINc RED { 1 ° - �''''=x" i �' P6-4 m m m L11? R) �IJi P6-4 � P6 ^1 1 P6 I I P6 ^n I II P6 I ( - 0 P6 �•" P6-4 I _ 1 (GREEN) _:_G_ I (GREEN) _ _ _ (GREEN _-- (GREEN -- (GREEN �I _ 1j/ (GREEN -- NI (GREEN MOUNT AT 4'-6" ( . 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SOLID ���il kill- SOLID s11fpO tFn Sn-2 SH-3 xnf83YF . BLKG s.gf�m _Legg BLKG YI BLKG y�f 4L .8 F0 BLKG BLKG S m l��il BLKG CTYP) s. m BLKG (TYP) Opp°pp0 00 00 '^k' m I TYP I 12' RS Nk' SEE 'NI (TYP) 12' R5 Al 0 hn .4, ss '� ', (TYP) T2' R6 \ '^' ha o, '�) �) CT1P) 12' R6 '•'�" �u o, '0 CT1P) 12' R7 \ wQ inn -o, '' CTYP) 12• R8 .il \ ,o a, '') ',I 12' R7 \ ""�' �J m s' '� �I 12' R7 M• 50 °o u�in 'OS- o }� FaT m E55NN rn0s gEngm f (w CSSG ,Zi1n 4o m y' of CCUPgESSm! srU05 10. w p. „I C55G LLD )5 y' aF cDUPgEs9p1 stvOs gEovlgm. N $ C6�HHSSG, V,o m y3 F'£` W CCMPRm Pox stu0s REWwm. " C�HSG o y' FaEus OF cOMPR mDDx snos EOuwm. $ C77HSG o Eai «, stu0s gEOUIgm. x a „ v�iJ o Pat aF WMFRm snos REWmm. 1011C77776SSG o r srvps ncWigLn x o „ C87�HSG H,c"�OF4c"., ' y' , ° A 6� B - A S�i AI��I -L w u " I d''E" 5H-,2�✓sy 3 I AB RBG A8 PLT: i/2"x3 S0. I !tl I. _ I SX 2 SH-3 AB R7G AB PLT: SU. 5/CHR. ��"" _. H I s" AB R8G O oo rar)aA Ao OOOp OOo°13O CHR. HT: 1-i /2" HT: 2 Sx-3 R. HT: CHR. HT: 1-1/2" W-2 SN-3 8. HT: 1 CHR. HT: 1-i/2" y{_2 SH_3 BHT: 1 CNR. HT: 1-1 /2" 3 0. HT: 1 CHR. HT: i-i /2" 3 HR. HT:: CHR. HT: i-1 /2• "*USE 5/8"x3-1/2"x5- OCCURING AT EDGE /2" CONDITION. 3 PLATE AT RUNS CHR. HT: i-i/2' SH-3 CHR. HT: 1-1/2" HT: SH-2 Sx-3 o e n ( 2A ) ( SA ) ( 8E ) ( 4A ) ( 46 ) ( 4C ) ( 5A ) ( 5B ) OD 9 e RUN TYPE 5C RUN TYPE 5D RUN TYPE 5E RUN TYPE 5F RUN TYPE 5G RUN TYPE 5H RUN TYPE 51 RUN TYPE 5J IPEO WOW DOM UPLIFT MCIMTED 1EBM owEAOPW. LOWS LOWS WIIWIED WOW w4FAENOlCD W tOSD9 OOMODAD LEML COED E06i Mid 80.0.EU MD. WRIENTN. LAWS LOWS COLLECTED �ERtNM. LOUD WOW COMM. DOMEOM LEVEL ROOD M05 514. ussameD 1E9Pi DPEMEML LONE LOADS cougc.D OFEEDRIAL OYD9 1 WOOD CW i 1ONCIAM mDo DOM LE. WYiT CALMAIEO 1M✓ 1 DETEDEDIVE LAMS LOADS cm1EMED CPEmnw' I WOW W! 1OMSOID moo DOM LEWD MDT CAWMRD WILCO OFTERD LOADS AL LOADS CODED. DiFEODNDl LOCO moo CpwES4m DOYBDM BLOOD L540 WOOD MDT uaClMtw 1E1SOD WADS �MAL I601 CWEO= ODhEAM1I1 XPRE. LEVEL woo MOD UM. MOW. iFNNW 01140.1DN. LOADS TOMS muEmED OREE]OEL I WOOD C LOADS OD00126 ALCM IETLL COCA OPWT IM5umu5 MOON IOOEEENOK LOADS LOADS oximeo4:0 OPFEEDRAL WAIN ROOD l 2OfMOM LL 5M 1,250 LBS 250 LBS I 1,250 LBS .25E LBS EM s0 LBS 250 CBS .25E 50 LBS SW 250 WSS 1.250 Les 1,250 L65 1.250 LBS SW 1.750 LBS 750 LBS 175E I LOS BSI BE 2.000 Ws 2,000 LBS 2,000 Les 2,000 LBS SE 000 LBs OD LBS 1.0G0 LBS SW 200 W5 2,200 LBS 1 2,200 LBS 1 2, 5 5W 2.00E LBS i 2,000 TeS 2,000 LBs 2,000 1B5 ® ®E t 4W 3,500 LBS 2,25E LBS 2,250 LBS 3 ,50E LBS ( 4W 0 LBS 2,750 LBs 2 .]SD 0 LBS1W 4W 3.750 LBS 2,500 LBS 2.500 LBS 3,750 LBS 4W saso WS 3,800 LBS 3IOM1 S750 5.25E LBS 4W 500 W5 3800 LOS 3,500 Les 5,5004W4W LBS 3250 LBS 2,500 LBS LBSLes.DOD 6,000 LOS 3,800 LBS 1 3,800185 6 4UC LBS, 5.000LBS 5,00E LBs 7 LBS Sd 7.000 W5 3.500185. 3.50LBS ,.00 LBS. SM e; OLLS 000:W 0 WS. >b BAw 118 5.750 IBS LBS B,oW LBS Atl 10.00E LBS 4,750 WS 4.75E Las (LO.a00 LBS SD Lz50. 5, 5. t85 OWS Td 925E LBS S5 LBS 9,250 9,25E LBS SE 0. S 625E W 625E LDS 25 LBS 3N 5, I & � 11 250 LBS IBS 5250 LBS 1t,250 LBS d 12,000 LBS LB 75o S 50 LBS 2d i1.000 L85 7.250 1B5 5,750 5250 LBS LBS 2d i3.000 LBS 575E LBS 5,750 L85 0 15.75 LBS End 26.250 185 6.75E LBS 6 LBS 2d W 1LI LBs 2d LBS 1 B 750 LB 0000 LBS 2d 25, 11275E 0 LBS 12,75D LBS 35,000 185 F' id tat 5,250 16.25E LBS 5,25E LBs 5,25E LBS 1825E Les Id 19000 LBS 62501e5 025E LBS 19000 LBS td 21.00E LBS 7.25E Les 7.250 1.000 tB5I2100E LBS id 23.00E LBS 725E LBS 725E LBS 23,00E Les id 26.25E LBS 025D CBS 025E LBS 26,250 L95 id 47.000 27,00E ie ,25E WS .25 10.255 LBS 27.000 27,00E Les id 3D,OOD LBS 975E 750 LBS 975E LBS 130.00E LBS 1st 38.00E LBS LBS 12,75E LBS 3B.G00 LBS La � F Q lel AI �,� Q �,� AI �,� Q �,� �,� Q �,� ak �,� y v w SN-3 Ii� MJ200 SH_2 s0-3 UMW MJ200 SH_2 _3 MIMI MJ200 w_22 66_3 11M1 MJ200 00- _3 it l MJ200 sx_2 _3 11�1 MJ200 sH_ SH_3 11� MJ200 ISPRINGIORANGE SH_2 -3 ii�l MJ200 I in X N rn sH-2 { PPRINGIORANGE{ '�{ SPRINGIORANGEI I'� 6PRINGIORANGEI SPRINGIORANGEI 1 I' /SPRING/ORANGEi 4 ISPRING (ORANGE] I ISPRINGIORANGE{ = 0 MOUNT AT 4'-6" /��/ P6-4 (GREEN) MOUNABOVE P6-4 MOUNABOVE 1 P6-4 (GREEN) MOUNA AOT 4�OUR pl P6-4 MOUNABOVE IICA P6-4 MOUNABOVE P6-4 MOUNABOVE I �� P6-4 (GREEN) MOUNA80VE �� P6-4 , c ABOVE FLOOR �� 4x6/6x6 FLOOR �� 4x6 6x6 FLOOR ��I 4x6 6x6 �� 4x6 6x6 FLOOR III, 4x6 6x6 FLOOR �� 4x6E 6x6 Agar FLUOR hx6 FLOOR 4x6 6)6 • TRIM E Du ill BRIDGE \ Rt LLFIeg �� BRIDGE _ m F5 BRI GE \ LL s DR I��I BRI GE M rus Tm �� gRi GE \ 'R� MM D IRm i�� \ tft a R D !II BRI GE \ °°? a �� BRIDGE 9' '\^H.' - 2x4 OR 3x4 WALLS �■ V 72" R4 C44 yr �.i 2x WALLS x4 72" R4 C54 m�a 2x WALS x4 I�:1 ■I 72"� 4 C44 m�.t 2x WA LS x4 /I 72" R4 C54 '1-1') 2x WALLS x4 I 72"� 4 C54 mk+. 2x WALLS x4 72" R4 C44 m� i 2x WAl5 x4 / 72" R4 C54 WALLS x4 r 72" R4 C54 Cam. r ppCO T�t hg O N + NI MJ200 t�ttn U 4 NI ® ya ©i N + NI $ �/ MJ200 �g I N + Nl ,) SJT425 vZin I N + Ill SJA225 vein ' H + NI $ �J MJ200 yo. H + I'1.1 �J SJT425 rx�tu ®[� �J I SJA225 z Q CO , IsPRmcIDRAxGEI 10 tat,- 2x&�L ��/I {sPRINclogaxcEl ,.W I/ DLACKIBucK 2 W�L5 I p� {TEuowl aLAac{ LL" {{� �♦ �rewGISRANGEI o• I euGKf BLACK( b p•JJ0 r OWI BLACK( ILI 00 » © L(1 17 �� p6-4 �� L11=ll'1 �_ P�� llE YIJ P6-4 � N ®" L{�{11 �I' P6 (GREEN) ' -F I�YU �C P6 (GREEN) m ©" LL=lll '^ - (GREEN) o N ©te.9 III (GREEN) o E' L17 + G (BLACK) au en BRI CE TRIMMERS SHALL BE 2x MEMBERS ONLY. - �I ..I (GREEN) BRIDGE TRIMMERS SHALL BE 2x MEMBERS ONLY. �I „I (GREEN) "BRIDGE TRIMMERS SHALL BE 2x MEMBERS ONLT. - �I MEM (GREEN) BRI G£ TRIMMERS SHA BE 2x MEMBERS ONLY. L a- „ - BRIDGE 1RIMMFRS SHALL BE 2x MEMBERS ONLY pia] ..I "BRIDGE BE BRILLSTRIMMERS SHALL MEMBERS ONLY. I/ I I gRIOGE TRIMMERS SHALL E 2x MEMBERS ONLY. � - �I 1 I BRIDGE TRIMM 'S HALL BE 2x MEMBERS ONLY. .,I I a J ~ _ DF STUDS/ DF PLATES fs p DF STUDS/ DF PLATES____. sas€FD DF STUDS/ DF PLATES...... faL adea p�ae5m DF STUDS/ DF PLATES DF STUDS/ DF PLATES fsa lm DF STUDS/ DF PLATES Pf€a�aW DF STUDS/ DF PLATES f ream OF STUDS/ DF PLATES gyLT, S%5 aW a ', R4 C64 it '� RS C65 'w SEE FRAMING PLANS ''I I C4 C64 m MN ', R5 C75 m SEE FRAMING MANS '� RS C75 R7 ERMA. PLANS s ', R4 C64 a '� RS C85 1n S. FRALING PLANS ', RS cos 0 4,) SEE FRAMING PuNs ■(■ SJ, ■`■ ® R MINIMUM LAMER r1 SJA226 F um I - SJT427 MINIMUM NUMBER MgTuOs ■`■ 1 SJA227 INIMUM NUMBER NOs SJA226 { $ F. r SJT428 $ FOR MINIMUM NUM SJAC426 .,. 1 BLAG< .. I $ � MDNI gEWwm. ! (,A LLOWI GRAY I W REWwm. ��i E BLACK( BLUE REWIRED YEIIOWI BLUE I gEOUPm. YELAOWI OR. snos REWwm, �l BLACK YELLOWUR snws REWIRED GRE£x YELLOW 'n W V X SLEDS Ria.. !. P6 (GREEN) stws REwmm. a ! P6 (GREEN) d. Ri1 P6 (GREEN) a P6 (GREEN) < ■ P6 (GREEN) a �1� P6 (GREEN) a P8 (BLACK) iii /�P pp P8 (BLACK) z O MO • •� an s f4} k€dPl4 D OF STUDS/ OF PLATES SmL INA,D DF STUDS/ DF PLATES.. .80V- 811. DF STUDS/ OF PLATES 5�k bBdEkm DF STUDS/ DF PLATES 4 8$k D DF STUDS/ DF PLATES FBk FdE� D11171 f4f SFdNk D DF STUDS/ DF PLATES fB fiE D D E - NJ m Fgvelx0 PUNS '4 R6 C76HS i° m MAW. PUNS ', R6 C76HS `O °' FRAMxc ww5 ,�I I R6 C76HS iO m III I R7 C97HS t° m NS ', R7 C87HS 1O °' ',I I R6 C86HS Nw Nam i° '' ft8 C108H5 `? to 'di RBILI 0108HS (n y aR uwlMuu xOunErz W MINIMUM NUMBER FOR SJT417 Oq mu xuuem fir- SJA217 uINIMUM uu0m ir) SJT419 S �r SJA218 sRa, llrl SJA4T6 Ste' DP SWPgEEMD �r SJST4110 I W cwP Rmwx .r SJT4110 md� �o aF cw1PRE54IX1 snos REpxRm. IoRA$JT417 • N GE BODE DF cwIPREsvOR SILOS Rmuwm �r �i RANGE b BLUE " , ccmuRESPW svOS REWwm. I. BLUE BLUE I , I CamgESPaI sTuOs nEWPm ) Ra NGE1 WniE DFME° RE�Wm smOs EWwm { B E (YELLOW( BLUE STUDS REcuPm, STUDS I RED (YELLOW o s,uOs gEaOMn " RED I GREEN WREmngm. `� � RAN , GREEN E rip P6 (GREEN n I -- � Pi4 (RED) M I %�1 - � 6 GREEN o n i�l �.� PB-9 BLACK 9 -- p8 BLACK n � I P8 (BLACK „1 � -= (8-10 BLACK n (-= (10-IO BLUE w I Ai I/�© I �� Ark �E_3 1�� I..1_3 I/�I © cq1LLL c0att scups gLbuIPFD ,'I M , SH-2 SH-3 sTai-E QED 1��1 / 9nf8 8d8�FD snia aah: FO / SN-2 SH-3 SNIP TfFEb�{}tED / 2 sT '� FD SH-2 SN-3 SnfP dPI� I/ I sitf v"Lk {i tFO / 5H-2 SN-3 LL O+ a \ Na FRaulxc PLANS �� TYP SR7P-10.0 C97HS \ No'. m ...IN PUxs - I%I 1 i SR7P-10.0 C97HS \ Pa E FaAuwc PUxs _/ ��I TYP I SR7P-10.0 C97HS \ mQ Na m A Irk TYP ( SR9P-10.0 C109HS \ m O. F P TYP SRBP-10.0 Gip \ m Nu m 111 TIP I SRBP-10.0 C108HS \ vl mk' Na. m E6R _ _ L TYP SR1GP-10.0 C7210H5 \ vY Hii ° OG Em ��� TIP SR10P-10L0 C1210HS EB CORP OB N0: ra N1 FSEEOR MINIMUM NUMBER J of couPREssOx SJT419 w FM Muiuuu NuueFA of ewPRLRSIDN SJS419 I,. Po uwiuuu xuuazR -+ a c4uPgEsslox SJP219 „-�- NINIuvx xUuem a' caulWEssOx SJST4110 LL $ OF WUFREs5M1 SJS4110 $Far aF cauPgEssW ■ r 575411E (BLUE, ac cOUPRmSW ■ r SJST4112 ( I / SJ5411 (BLUE) 18031 il® La I. LL m� a SILOS AL.. r (oRANGEC WHITE LL �o snos REavIPEa I BLUE Yfr11TE I LL o m a sCuOs REWPm !/ i BODE I WH>f ( o sNx gEWRm I RED CGREEN) m snos Rcangm ! IR I BLUE CGREEN( snos REWM.D (■ ( GREEN{ o sIUDs REOngm I REO ftE0 o snos gEWlgm I rAi D U N` �� PB-9 ��) - Pi4-9 ' (RED) `V R�1 - P8-9 (BLACK) `x PB-10 (BLOCK) i/ P10-10 (BODE) `-' !�1 P10-10 (BLUE) "' 1,1 P12-12 (GRAY) ' --"Y P14-12 (RED) rg W 1 I�C! _1- (BLACK) SOLID �1��i- SOLID '!I- SOLID pp SOLID pi Le SOLID !III. SOLID _ mow SOLID Hip SOLID SHEET TITLE: STIfr sP a., BLKG ED (Mil BLKG G LhrE0, D Ili BLKG s48ylt);E ED AIti BLKG s � D Est BLKG . III. BLKG BLKG /ail BLKG 9nf l'E Ii F5 �I f<il BLKG EARTHBOUND SEISMIC la w 0_ E �a c, '�I ,I (TYP) 12' R9 '\^Q N :;, FOR 141 ,1 (TYP) 12' R9 '^� y m FRAMING Rua '') �) (TYP) 12' R9 \ ma y o, '� i (TYP) 12' R70 \ '^R" Na m , '�I Al (TYP) 12' R10 \ '^k' yo. m m '4I AI (TYP) 12' R10 \ ml" Nd D , '�i ,I (TIP) 12' Rig \m '^'°' -J a a, ,�I ,I (TIP) R72-12 HOEDOWN SYSTEM INSTALLATION DRAWINGS 00 7 F p W Gv $ FDR DREW 4 ■ /I Hill �C98HSGS o sTu0s RPR EQUIRES A■■aii I'I C99HSG B o Fai s1Os0E.Wwm. A "I _ii C99HSG 85H m FO 51ws0WIRm. n ,s ��37�$y� C1010HSG o Fai s4 6834IR0. avail' 11�I C1010HSG o sue' FOE snugs°"G qE. 'pi A ��I C)ii OHSG o FaR gum REWPm. A „I y�) CT211HSG5 BSH o FOR snos gEWwm. A „I Si C1212HSG IAPMO ER-0429 (1® TERLING SOUTHC J I y 16, 2018 at EEee SH H-3 S SH 2 H 2BSN 3 s265H-3 SH CONTA AB PLT: 5/8"x3 1/2" SC). { � r AB RBG **AB PLT: 5/8"z3 1/2" 1 AB R9G ""AB PLT: I 5/B"x3 1/2" SO W+ I N AB R9G AB PLT: I 5/e"x3 1/2" S * I AB R100 **AB PLT: I 5/e"x3 1/2" SO �E.dEi ( AB R10G *43 PET: I9E•� 3/4"x5" 50/ I. AB 811G *AB PLT: -1/ I (S AB 811G "AB PLT: 1 -1/ I- a��.z-:iN4 AB R12G DATE: 07/16/18 I CHR. HT: 1-i 2" �u": 5H-2 5H-3 -7/ I CHR. HT: 1-1 2" "*USE 5/8"x3-1/2"x5- OCCURING AT EDGE CONDITION. __ /2" PLATE sH-2 SH-3 AT RUNS I _ _3 CHR. HT: 1-1 2" "*USE 5/8"x3-1/2"x5-1/2" PLATE AT RUNS OCCURING AT EDGE CONDITION. i _- CHR. HT: 1-1 2" 5H-2 5H-3 CHR. HT: 1-1/2" sH-2 5H-3 »"USE 5/8"x3-1/2"x5- /2" PLATE AT RUNS OCCURING AT EDGE CONDITION. - CHR. HT: 2-1/2 SH-2 SN-3 "*USE 1"x3-1/2"x8" PLATE AT RUNS OCCURING AT EDGE CONDITION. __ 8. HT: CHR. HT: 2-i 2" a-2 Sx-3 "*USE 1"x3-1/2"x8" PLATE T RUNS OCCURING AT EDGE CONDITION. -_'!i 5. HT: CHR. HT: 2-i 2" 2 sX- ""USE 1"x3-1/2"x8" PLATE AT RUNS OCCURING AT EDGE CONDITION. SHEET NO. ( 5C ) ( SD ) ( 5E ) ( 5F ) ( 5G ) ( 5H ) ( 51 ) ( 5J ) PALExfi AND PATENTS PENDING. For mo.,H7OR3Ot Mo. B,* E IMSau520224 w, Bin Le Earl bound Corporation. All RIP�L4 PaamNtl. e ee02n OCT 1 1 2018 REID MIDDLETON, INC. CITY OF TUKWILA SEP 27 2018 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED OCT 152018 City of Tukwila BUILDING DIVISION REVISION NO, oo,r 2018.09-17 ,NS DATED 06/15/18 ANEER S COMMENTS DATED 05/01/18. *NOTE = 9'-0" TYPICAL FLOOR HEIGHT 14-,, MAX. h EHEND MIN. SAROF WALL C STANDARD FRAMIN4 $LACKJACK'M DEVICE PLATE BRIDGE BRIDGE - DO ((` .1 2-1/2". MAX PER FLOOR '-„ NOT NAIL( FROM PLUMB CL SLACKJACK'M DEVICE/ (OR COUPLER) p = FACE NAILING EACH SIDE (TYP). SEE NOTE #17 FOR ( ( z P a FLOOR ABOVE FLOOR JOIST OR SOLID BLOCKS (TYP) PoI, ALL REQUIREMENTS BRIDGE TRIMMERS ((a -`, )))�w wo REF. STUDS (TYP) ROD (R) ( N Itn zp PLUMB CL SLACKJACK'M DEVICE COUPLER) - -I ( (p a '6' N0. ] DATE REVIS (OR (N q[S (w )w FLOOR BELOW (� ALLOWABLE ROD OFFSET I TI-.. BRIDGE INSTALLATION DETAIL 2 DETAIL SCALE: NONE SH-2 SH-3 SCALE: NONE SN-2 SH-3 V 0,8 41 SOUD BLOCKING, PROVIDE ENOUGH SOUD BLOCKING 1a-$ MAX ® a Q a p IN JOIST SPACE TO MATCH STUDS OR POSTS OF THE WIDTH OF ALL COMPRESSION WALL BELOW. sraxoa*0 PRAMiNc g SLACKJACK'M DEVICE p o a 14- "MAX ENDFTrilll WAL 0 NY PLATE M G�0O STANDARD ,� d�' -+9- RA - JACK1M DEVICE ,AFSHEAR t® ,_ .(ODD �On+pN�... OD :::tH SOLIDBLOCKING PER 13/S5.01 :' 8 00 O00 , ° - SOLID BLOCKING (2) 2x PLATES �00000� a PER 13/S5.01 L® m•"r ROD (R) = iAT GREATER NUMBER OF COMPRESSION I (2) 2x PLATES TER RESIDENCE D, TUKWILA, WA 98188re EARTHBOUND CORPORATION http://w.6oldown.com 17361 Tye Street SE (800) 944-5669 Monroe, WA 98272 For (360) 863-0722 STUDS FROM LEVEL BELOW EQUAL PIP e�.ROD (R) NUMBER OF COMPRESSION TYP. SLACKJACK' INSTALLATION AT STUDS FROM LEVEL BELOW & ABOVE DETAIL SCALE: NONE SH-2 SH-3 0 qt REFERENCE STUDS NOTES: , ROD (R) 1. HOLDO%N ANCHOR PLATES COUPLERPER 03. ON CD ivz - SEATED COUPLER 2. SEE 64S4.03 FOR ANCHOR BOLT I.FND. PLATE REINFORCING. SOUTHCENT BOULEVAR _ 3.... 2-1/2" AT R12 ANCHOR BOLT ANCHOR BOLT AS DIAMETER. SPECIFIED PER PLANS. PLATE (SIZE VARIES) aA V® a ANCHOR CHAIR (9 DI a eb 0 Iv T LEAVE 3 THREADS MIN. OPTIONAL EXPOSED NAILS (TYP) TYP. ANCHOR BOLT INSTALLATION REVIEWED FOR CODE COMPLIANCE APPROVED OCT 15 2018 )SECT: STERLII1 415 BM p , o ►U D 801 DETAIL DMSION SCALE: NONE s"43 BUILDING a 01 EB CORP OB NO: C CO wl ANCHOR BOLT 9" 18 31 U NOMINAL LOCATION ZONE ANCHOR BOLT NOTES: 03 END OF SHEAR WALL (VIP) 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF WALL TYPE AND FRAMING SHEET TITLE: Fri1 .' <".,' T - LAYOUT BEFORE LOCATING ANCHOR BOLTS EARTHBOUND SEISMIC HOEDOWN SYSTEM la O. 8-7 2" MIN IN CONCRETE. INSTALLATION DRAWINGS .J co 10 MAX 2. ALL DIMENSIONS ARE TYPICAL U.N.O. IAPM0 ER-0429 ;TERLING SOUTHCEN1 luly 16, 2018 at 2:3 RECEIVED CONTAC CITY OFTUKWILA TYP. ANCHOR BOLT PLAN DATE: 07/16/18 SEP 27 2018 DETAIL (13-- REVISIONNO1 SHEET No SCALE: NONE SH-2 SH-3 PERMIT CENTER . En v, PATENTS AND PA1ENl5 PENMNC. Pot more mtarma101 about the Eartnbou,a HOWo System, mmt b[t0://w x.0022*2.com Cwx0N0 2000 EaruPouna Cwporatan. All Pt Pbm Reeerrea. ITThf 2B02NLinrI U \A OCT I 1 2018 REID MIDDLETON, INC. MATCHLINE CD G TT LEVEL 3 STUD AND SHEAR WALL PLAN - NORTH THIS LAYOUT SHEET IS BASED ON HOLDOWN RUN LOCATIONS SHOWN ON STRUCTURAL PLAN SHEET "S1.03AW" DATED 06/15/18 "IFC SET". THE CONTRACTOR SHALL NOTIFY EARTHBOUND IMMEDIATELY IF REVISED PLANS THAT MAY AFFECT THE QUANTITY AND LOCATION OF RUNS SHOWN ARE ISSUED . EARTHBOUND SYSTEM LAYOUT DISCLAIMER 1. THIS LAYOUT SHEET IDENTIFIES EARTHBOUND SYSTEM RUNS FOR CONVENIENCE TO THE SYSTEM INSTALLER AND PROVIDED FOR REFERENCE ONLY. REFER TO THE CONSTRUCTION PLANS FOR ALL OTHER INFORMATION. 2. EARTHBOUND CORPORATION HAS NOT CONFIRMED AND IS NOT RESPONSIBLE FOR THE DESIGN, ENGINEERING, CALCULATIONS OR DERIVATION OF STRUCTURAL FORCES RELATED TO THE BUILDING. ANY DESIGN OR DEMAND LOAD INFORMATION USED OR SHOWN ON THESE DRAWINGS HAS BEEN TAKEN FROM THE CONSTRUCTION DOCUMENTS AND HAS NOT BEEN CONFIRMED BY EARTHBOUND. 3. THIS LAYOUT IS NOT FOR CONSTRUCTION WITHOUT SUBSTANTIATION OF REVIEW BY THE RECORD AND THE GOVERNING BUILDING JURISDICTION. 4. THIS LAYOUT IS SPECIFIC TO THE EARTHBOUND SYSTEM AND IS NOT APPLICABLE TO OTHER TIEDOWN SYSTEMS. 5. REFER TO SHEETS SH-1, SH-2 FOR ADDITIONAL NOTES AND INFORMATION. oo,e: 2018-0E17 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 15 2018 City of Tukwila BUILDING DIVISION REVISION NO,._ RECEIVED CITY OF TUKWILA SEP 27 2018 PERMIT CENTER AB LENGTH SCHED L# LENGTH (in) CONNECTION L1 24 PT SLAB L2 30 Soffit Step L3 42 Slab Band EARTHBOUND SYSTEM LOCATION LAYOUT SHEET EB CORP JOB NO. 18031 "X" INDICATES EARTHBOUND SYSTEM HOLDOWN RUNS. "L#" INDICATES ANCHOR BOLT LENGTH AND CONCRETE CONNECTION, SEE AB LENGTH SCHEDULE. ALLANCHORS SHALL BE L1 UNLESS NOTED OTHERWISE. ALL RUNS ALIGN WITH WALLS ABOVE. BATE: 07/16/18 SHEET TITLE: EARTHBOUND SEISMIC HOLDOWN SYSTEM LOCATION LAYOUT DRAWINGS. IAPMO ER.0429 THIS SHEET IS INTENDED FOR THE LOCATION OF THE EARTHBOUND HOLDOWNS ONLY REFER TO THE CONSTRUCTION PLANS FOR ALL OTHER INFORMATION. SHEET NO. CD AT LINE 5E 5E 4C�_ THIS LAYOUT SHEET IS BASED ON HOLDOWN RUN LOCATIONS SHOWN ON STRUCTURAL PLAN SHEET "S1.03BW" DATED 06/15/18 "IFC SET". THE CONTRACTOR SHALL NOTIFY EARTHBOUND IMMEDIATELY IF REVISED PLANS THAT MAY AFFECT THE QUANTITY AND LOCATION OF RUNS SHOWN ARE ISSUED . 1 0LEVEL 3 STUD AND SHEAR WALL PLAN - SOUTH EARTHBOUND SYSTEM LAYOUT DISCLAIMER 1. THIS LAYOUT SHEET IDENTIFIES EARTHBOUND SYSTEM RUNS FOR CONVENIENCE TO THE SYSTEM INSTALLER AND PROVIDED FOR REFERENCE ONLY. REFER TO THE CONSTRUCTION PLANS FOR ALL OTHER INFORMATION. 2. EARTHBOUND CORPORATION HAS NOT CONFIRMED AND IS NOT RESPONSIBLE FOR THE DESIGN, ENGINEERING, CALCULATIONS OR DERIVATION OF STRUCTURAL FORCES RELATED TO THE BUILDING. ANY DESIGN OR DEMAND LOAD INFORMATION USED OR SHOWN ON THESE DRAWINGS HAS BEEN TAKEN FROM THE CONSTRUCTION DOCUMENTS AND HAS NOT BEEN CONFIRMED BY EARTHBOUND. 3. THIS LAYOUT IS NOT FOR CONSTRUCTION WITHOUT SUBSTANTIATION OF REVIEW BY THE RECORD AND THE GOVERNING BUILDING JURISDICTION. 4. THIS LAYOUT IS SPECIFIC TO THE EARTHBOUND SYSTEM AND IS NOT APPLICABLE TO OTHER TIEDOWN SYSTEMS. 5. REFER TO SHEETS SH-1, SH-2 FOR ADDITIONAL NOTES AND INFORMATION. MATCHLINE x .1.0,11o..,a 2018-09.17 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 15 2018 City of Tukwila BUILDING DIVISION REVISION NO. 0 RECEIVED CITY OF TUKWILA SEP 27 2018 PERMIT CENTER AB LENGTH SCHED L# LENGTH (in) CONNECTION L7 24 PT SLAB L2 30 Soffit Step L3 42 Slab Band EARTHBOUND SYSTEM LOCATION LAYOUT SHEET CO 03 o> V � Z W J 0 _ N W CC 0 a'I— W a Z i I— , %d 7 p m 0 IL I2 Y c. WN W y ES CORP JOB NO. 18031 "X" INDICATES EARTHBOUND SYSTEM HOLDOWN RUNS. "L#" INDICATES ANCHOR BOLT LENGTH AND CONCRETE CONNECTION, SEE AB LENGTH SCHEDULE. ALLANCHORS SHALL BE L1 UNLESS NOTED OTHERWISE. ALL RUNS ALIGN WITH WALLS ABOVE. DATE: 07/16/18 SHEET TITLE: EARTHBOUND SEISMIC HOLDOWN SYSTEM LOCATION LAYOUT DRAWINGS. IAPMO ER-0429 THIS SHEET IS INTENDED FOR THE LOCATION OF THE EARTHBOUND HOLDOWNS ONLY REFER TO THE CONSTRUCTION PLANS FOR ALL . OTHER INFORMATION. SHEET NO. SPECIAL INSPECTIONS The following Statement and Schedules of inspections are those Special Inspections and Tests that shall be per- formed for this project Special Inspectors shall reference these plans and IBC Chapter 17 for all special inspec- tion requirements. The owner shall retain a WABO accredited Special Inspections agency to provide special inspections for this project Special Inspector: shall be qualified persons per IBC1704.2.1. Special inspection reports shall be provided on a weekly basis. Submit copies of all inspection reports to the Architect/Engineer and the Authority Having Jurisdiction for review. In addition to special inspection reports and tests, submit reports and certificates noted in IBC 1704.E to the Authority Having Jurisdiction. Final special inspection reports will be required by each special inspection firm per IBC 1704.2.4. STATEMENT OF SPECIAL INSPECTIONS: This statement of Special Inspections has been written with the understanding that the Building Official wilt - Review and approve the qualifications of the Special Inspectors - Monitor the special inspection activity on the project site to assure that Special Inspectors are qualified and performing their duty as state within this statement - Review all Spacial Inspection Reports submitted to them by the Special Inspector Perform inspections as required by IBC Section 110.3. The following Special Inspections are applicable to this project: - Special Inspections for Standard Buildings (per IBC 1705.1) REQUIRED Spacial Inspections for Seismic Resistance (per IBC 1705.12) REQUIRED - Testing for Seismic Resistance (per IBC 1705.1) NOT REQUIRED - Special inspections for Wind Resistance (per IBC 1705.11) NOT REQUIRED SPECIAL INSPECTION OF SHOP FABRICATED GRAVITY LOAD -BEARING MEMBERS AND ASSEMBLIES: Special Inspection of shop fabricated Gravity Load Bearing Members & Assemblies shall be verified by the. Special Inspector es stated in Section 1704.2,5. STRUCTURAL STEEL per IBC 1705,2.1, A qualified Special Inspector of an "approved agency" providing Quality Assurance (QA) Special Inspections for the project shall review and confirm the Fabricator and Erector's Quality Control (QC) procedures for completeness and adequacy relative to AISC 360-10 Chapter N, AISC 303-10 Code of Standard Practice, AWS D1.1-2010 Structural I Welding Cade, and 20151BC code requirements for the fabricator's scope of work. o QA Agency providing Special Inspections shalt provide personnel meeting the minimum qualification re- quirementsfor Inspection and Nondestructive Testing NDT per AISC 360-10 Section N4. • Verify Fabricator and Erector QC Program per AISC 360.10 Section N2, • Inspection of welds and bolts by both QC and QA personnel shall be per the Schedule of Special Inspec- tions below. All provisions of AWS D1.1-2010 Structural Welding Code for statically loaded structures shall apply. o Nondestructive Testing (NDT) of welds: • Non -Destructive Testing (NDT) of welded joints per AISC 360-10 N5.5 • Risk Category for determination of extent of NOT per AISC 360 N5 Sb is noted in the Design Criteria and Loads section of these General Requirements. NDT performed shall be documented and reports shall identify the tested weld by piece mark and location of the piece. • For field work, the NDT report shall identify the tested weld by location in the structure, piece mark and location of the piece. Additional Inspection tasks per AISC 360-10 Section N5.7. O inspection for Composite Construction shall be done per AISC 360-10 Section N6. POST -INSTALLED ANCHORS TO CONCRETE AND MASONRY: shall comply with IBC Section 1703. Inspections shall be in accordance with the requirements set forth in the approved ICC Evaluation Report and as indicated by the design requirements specified on the drawings. Refer to the POST INSTALLED ANCHORS section of these notes for anchors that are the basis of the design. Special inspector shall verify anchors are as specified in the POST IN- STALLED ANCHORS section of these notes or as otherwise specified on the drawings. Substitutions require approv- al by the SER and require substantiating calculations and current 2015 IBC recognized ICC Evaluation Services (ES) Report. Special Inspector shall document in their Special Inspection Report compliance with each of the elements required within the applicable ICC Evaluation Services (ES) Report. PREFABRICATED CONSTRUCTION: All prefabricated construction shall conform to IBC Section 1703. GROUND IMPROVEMENT SYSTEMS- Special Inspection shall be provided per IBC 1705.1 as required by the building official. SCHEDULES OF SPECIAL INSPECTIONS: TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS TYPE CONTINUOUS SPECIAL INSPEC- TION PERIODIC SPECIAL IN- SPECTION 1. Verify eWelz nit b onaNaw foundzlionz u toec wl.adezpnb anng - X nWI =VID17:"' - X 3. P0aarmtleece,bn end tezungarmm _ X aErraapp ant anaeornpau e lion of wmpanedfid uamn X S. spea 0000 051000armt 00055 bbeen put. raw proreq X TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION TYPE CONTINUOUS SPECIAL IN- SPECTION PERIODIC SPE- CIALINSPEC- TION REFERENCED STANDARD IBC REFER - ENCE Plerumen ndons...4' A25 318Ch, 20, 25.2, 1908.4 axrnniu yatTreimo gng tla c. san ad drarwawa X X X - AWS 01.4 ACI 318: 286a 3.Insp nencnorecaminwvare - x ACI 318; 17.8.2 dined „c.o.. resist anchor:. end ad, vwanchors not dean, in4.a X X AC1318: t7.824 ACI 318: t7.82 5. vemyuse requlretldes g ix X ACI 318: Ch, 19, 26.4.3 6 1904.1, 1904.2,, 1908,2, 1006. 0onaew ryxm'm0in"n. 5Morm atemparatum or a cc X - ASTM C172 ASTM031 ACI 316: 26.12 1908.10 oral store e, ta5nq ea - X AC1318:26.Sa- 5.6 1908,9 ";:trangt1'1,7ro= tom In „,nsiorutd couorole from beam, swotural slabs X ACI 318: 26.10.2dons - X ACI 310: 26.11.1.2(b) - REQUIRED SPECIAL INSPECTIONS OF WOOD CONSTRUCTION TYPE CONTINUOUS SPECIAL IN- SPECTION PERIODIC SPE- CIAL INSPEC- TION REFERENCED STANDARD remnem„ ,ng a me sum,,,,, orws a. ren)n pinta sizes and 3p) including b mLoan.. Rod Tie.- teasl (TEM includtng sq ° h blocks „ anchors le commis connectors f. va`nreel E,IgeN rrefor sue X PSC Section 1705.11.11 [IBC Section 1705.12.21 5 $.4o.ra Con of decking. and oists X MINIMUM REQUIREMENTS FOR INSPECTIONS OF STRUCTURAL STEEL CONSTRUCTION INSPECTION TASKS QC QA REFERENCED STANDARD INSPECTION TASKS PRIOR TO WELDING u0000s 550Psal P 9 AISC 360-10 TABLE N54-1 Dons for wean P P AISC 360.10 TABLE Mkt 3. de0tuban(typn19„e) 0 0 AISC 360.10 TABLE N54-1 4. WMaerla0Mwwn system 0 0 AISC360-10 TABLE N5,4-1 5.77 of welds 05404501,1 gecm- • s (alignment, root opening. mot lace. mae(a) idon IN „al „au- .) •x ne wit nwelld'i„g quality nit saca'n" . lt Bend rot Orwg apppe) n 0 0 AISC 360-10 TABLE N541 6.Ca,tt on andrm,ahm Ones hole0 O 0 AISC 36,10 TABLE N5.4-1 'r. ans(alig mall 00 era eea (condition et etssteel surfer, n (nick wale qumrty ana low- 0 0 AISC 360-10 TABLE N5.4-1 B. Check welding equipment 0 - AISC 360-10 TABLE N5.4-1 INSPECTION TASKS DURING WELDING ivioitoommweidem 0 0 AISC 36,10 TABLE N5.4-2 nabs alp e n consume.. e,er 0 0 AISC 360.10 TABLE N64-2 3.N0.e eamckwews 0 0 AISC 360-IO TABLEN5.4-2 4 ..PreCipitatiOn and temperature 0 0 AISC360-10 TABLE N54-2 speed uSeluded welt, materiels .wwwiff•nr.wwe 4,re.. applied rued ass temper,. maintained 0,/ roe eo(6. v. rv.op 0 O AISC 360.10 TABLE N5.4-2 e. w,nho maIrea .ben ass me ai, m,eMen. 0 0 AISC 360-1OTAKE 604-0 INSPECTION TASKS AFTER WELD- ING ',Veld... 0 0 AISC 38040 TABLE N5.4-3 26ire, length, and Iotal. of welds P P MSG 36,,10 TABLE N5.4-3 4Vold.aseunotal fusion •Crat°" s P P AISC 360-10 TABLE N543 000,0s 2, P p AISC 360-10 TABLE N5.4.3 0.kama P P AISC 36,10 TABLE N54-3 mqulrertlrwo tl 0naweambe rmwv,lg P P AISC360-10 TABLE N5.4-3 11,000 r,whes P p AISC 360-10 TABLE N5.43 Intormemtarnanm or r0ea,Mwekka P P AISC 360-10TABLE N5.4.3 INSPECTION TASKS PRIOR TO BOLTING fss00l500 tc a mnaen,0Walw 0 P MSC 360-10 TABLE N5.6-1 re 5050m maces ancerun ASTM 0 0 AISC 360.10 TABLE N56-1 3.etail 'e'r' trype eoltlwerpnlimreaadds ere to be exit msneerplane) 0 0 AISC360-10 TABLE N5.6-1 4. 10 0 I ng procedufe selected torle.nt 0 0 AISC 360.10 TABLE N5.6-1 ens,, m Pp wMe mq - men, 0 0 AISC 360-10 TABLE NSF' nuns P 0 AISC 360-10 TABLE NS.at wavlce,s ana olnerf amna . 0, on con:INSPECTION 0 0 AISC360-1O TABLE N5.F1 TASKS DURING BOLT- ING al z erA shen(w 1 paced aorta.), 0 0 AISC 360-1005500 N5.0.2 brouentahawce�uimneiuon prier m Ulere 0 0 AISC 360-10 TABLE N56-2 ,Male .rend, m,(mm 0 0 AISC 360.10 TABLE N5.6-2 ymmeemry�`p�IX, n'ealnnup 01 Mparet a 0 0 AISC 36,10 TABLE N5.6-2 INSPECTION TASKS AFTER BOLT- ING 1. connewons prance or rejection or bat, P 9 AISC 360-t0 TABLE NS 8-3 INSPECTION OF STEEL ELEMENTS OF COMPOSITE CONSTRUCTION PRIOR TO CONCRETE PLACEMENT 1. Placement and insmdmion Oat. frect P P AISC 36,10 TABLE Ne,1 lace d awe ennnom ns1e0ewn IN smm n adea P P AISC 36,10 TABLE N8.1 elomenis p 000 ar relactan m 6k°I P 9 AISC 360.10 TABLE Net 0.0Inerve the. nem, en random ...Operations noel ,Porfann these la, lot each vroldediol0t ot mamba, ea. REQUIRED SPECIAL INSPECTIONS AND TESTS OF MASONRY CONSTRUCTION LEVEL A MINIMUM SPECIAL INSPECTION Prior to construction. verify Certificates of compliance used in masonry construction CORRE ION LTRN 4-0 SUID REVIEWED FOR CODE COMPLIANCE APPROVED JUL 05 2018 City of Tukwila BUILDING DIVISION CITY OF TUKWILA JUN 29 2018 PERMIT CENTER ARCHITECTURE 1938 Fairview Avenue East aorta Ion Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license ejjto 44 consultant logo AwMw 54Pit021 P"1'^ 6 19- sot, 707 W 2nd Avenue Spokane, Washington 99201 P: (509) 455.444e .dot-engineers,com GIVIL / STFTUCTuJ FRA1, 0co project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 key plan submittala/revision s BUILDING PERMIT SET 10.31.17 FOUNDATION ONLY PERMIT F1 12.06.17 STRUCTURALRESUBMITTAL �^i 12.18.17 STRUCTURALRESUBMITTA 01.1O.18 STRUCTURAL BID SET /i 02.02.18 BP COORDINATION 2/100°k CD SET 03.09.1a drawing Otle SPECIAL INSPECTIONS drawing information DATE 12.06.17 SCALE DRAWN BSD JOB 7f 17041-0175 opyright 02016 U. remant�dmne 'end re�dwmt.nlm�,nalM, .;Moe the ill w,mor rMma, P4L sheet number 0a04 GENERAL NOTES COMPONENT SELECTION SCHEDULES COLLECTOR STUD CAPACITY SCHEDULES 1. THE SLACKJACK'" OFV Fat COMPONENTS INCLUDE: A. SJA INNER AND OUTER SLEEVE CYLINDERS B. PRE -COMPRESSED COMPRESSION SPRING C. NUT: ALL NUTS TO CONFORM TO ASTM A563 GRADE "A" FOR 60 KSI AND GRADE "C" FOR 120 K51 TENSILE STRENGTH THREADED RODS. D. SWIVEL WASHER 2. ALL THREADED RODS SHALL CONFORM TO THE FOLLOWING SHOP DRAWING MARKS: 1. Rx ASTM A36 OR A307, fu - 60 ksi. 2. SRxP - ASTM F1554 GRADE 55, fu = 75 ks. 3. RxHS = ASTM A449 (fu - 120 ksi UP 1". fu - 105 ksi 1-1/8" THRU 2-1/2") or ASTM A193B7 (fu = 125 ksi). NOTES: N = ROD DIAMETER IN EIGHTS OF AN INCH. (ie. R7M = 7/8" ASTM F1554 GRADE 55) 6. A36/A307 IS ZINC PLATED FINISH ONLY IF "SRxP" AND "HS" ROD ARE USED ON SAME PROJECT, OTHERWISE PLAIN FINISH. c. "SRxP" AND "HS" RODS ARE ALWAYS PLAIN FINISH. d. SMOOTH ROD (SRxP) NAMING CONVENTION: <SRxP = yy.y> 1. x = ROD SIZE IN EIGHTHS (SR7P = 7/8" DIA ROD, PLAIN FINISH) 2. y = ROD LENGTH IN FEET (10.0 = 10.0 FEET) 3. STANDARD RODS ARE ZINC PLATED. 4. ALL BEARING PLATES ARE FABRICATED FROM ASTM A36 STEEL. 5. ALL STEEL BEARING PLATES SHALL HAVE FULL BEARING CONTACT AREA ON WOOD MEMBERS. 6. COUPLING NUT CONNECTION: CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT AT CONNECTIONS WITH THE SAME SIZE ROD THAT EACH ROD IS THREADED HALF WAY INTO COUPLER FROM EACH SIDE. HIGH STRENGTH (HS) COUPLERS SHALL BE USED WITH HIGH STRENGTH (HS) RODS UNLESS NOTED OTHERWISE. STANDARD STRENGTH COUPLERS ARE ZINC PLATED. HIGH STRENGTH (HS) ARE NOT PLATED. WHERE REDUCING COUPLERS ARE USED, COUPLER SHALL BE FULLY SEATED ON THE LARGER DIAMETER ROD BEFORE ENGAGING THE SMALLER DIAMETER ROD. STRAIGHT COUPLERS SIGHT HOLES ARE NOT RIGHT EDLES ARE PROVIDED L Tft ONLY, REQUIRED ON REDUCING COUPLERS. 7. COLORS REFERENCED ON THIS DRAWING ARE PROVIDED FOR CONVENIENCE TO THE INSTALLER AND FOR INSPECTION PURPOSES. 8. SILICONE OR CAULKING SHALL NOT BE PLACED INTO THE SLACKJACK DEVICE OR ANY DRILLED HOLE FOR RODS AT ANY TIME. CONTRACTOR SHALL USE FIRE RATED ROCKWOOL OR NON -HARDENING FIRESTOP. (PROVIDED BY OTHERS). 9. ANCHOR BOLT ARE SPECIFIED BY EARTHBOUND TO CONFORM TO THE LOADS REQUIRED ON THE STRUCTURAL PLANS. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY AND COORDINATE SCHEDULED ANCHOR BOLTS WITH THESE ASSEMBLIES. 10. HOLDOWN RUN ELEVATION VIEWS ARE DIAGRAMS AND MAY NOT DEPICT THE CORRECT NUMBER OF COLLECTOR STUDS REQUIRED. REFER TO COLLECTOR STUD PLAN DIAGRAMS FOR REQUIRED AMOUNT OF ADDITIONAL STUDS DEPENDING ON SHEAR WALL FRAMING TYPE. ADDITIONAL COMPRESSION STUDS OR POSTS MAY BE REQUIRED BY THE STRUCTURAL PLANS FOR DEAD AND LIVE LOADS. 11. THIS DRAWING WILL BE REVIEWED BY THE ENGINEER OF RECORD. UPON APPROVAL, U.N.O. THIS DRAWING REPLACES THE HOLDOWN SYSTEM PER THE STRUCTURAL PLANS. 12. ENGINEER OF RECORD SHALL VERIFY COMPLETE LOAD TRANSFER TO FOUNDATION LEVEL INCLUDING ALL CODE REQUIRED LOAD FACTORS. 13. WOOD FLOOR LEVELS SHOWN ARE RELATIVE TO THE CONCRETE FOUNDATION AND MAY NOT REFLECT THOSE SHOWN IN THE PLANS. 14. CONTRACTOR MAY SUBSTITUTE POSTS WITH 2x MEMBERS OR VICE VERSA ONLY IF TOTAL BEARING PLATE AREA ON BOTTOM PLATE IS EQUAL. 15. REFER TO THE COLLECTOR STUD SCHEDULE FOR WOOD STUD AND FLOOR PLATE MATERIALS USED IN LOAD CALCULATION ASSUMPTIONS. THE MATERIALS SHALL MATCH STRUCTURAL DRAWING REQUIREMENTS UNLESS NOTED OTHERWISE. 16. FULL HEIGHT COLLECTOR STUD REQUIREMENTS (NOT AT BRIDGE LEVEL - SEE 17A): A. FULL HEIGHT BUNDLED 2x, 3x COLLECTOR/COMPRESSION STUDS IMMEDIATELY ADJACENT ON EACH SIDE OF THE THREADED ROD SHALL RECEIVE STAGGERED AND DISPERSED EDGE NAILING PER THE SHEAR WALL SCHEDULE OF THE STRUCTURAL PLANS. ANY REMAINING 2x, 3x STUDS SHOWN CAN BE FIELD SPACING NAILING. 8. FULL HEIGHT 4x COLLECTOR/COMPRESSION POSTS IMMEDIATELY ADJACENT ON EACH SIDE OF THE THREADED ROD SHALL RECEIVE ONE (1) ROW OF EDGE NAILING PER THE SHEAR WALL SCHEDULE OF THE STRUCTURAL PLANS. ANY REMAINING 2x, 3x, 4x POSTS SHOWN CAN BE FIELD SPACING NAILING. C. FULL HEIGHT 6x AND LARGER COLLECTOR/COMPRESSION POSTS IMMEDIATELY ADJACENT ON EACH SIDE OF THE THREADED ROD SHALL RECEIVE TWO (2) ROWS OF EDGE NAILING PER THE SHEAR WALL SCHEDULE OF THE STRUCTURAL PLANS. ANY REMAINING POSTS SHOWN CAN BE FIELD SPACING NAILING. D. WINDOW AND DOOR TRIMMERS MAY BE USED AS HOLDOWN COLLECTOR STUDS IF THE FOLLOWING CONDITIONS ARE MET: - A CONTINUOUS VERTICAL LOAD PATH SHALL EXIST FROM WALL TOP PLTS. TO WALL BOTTOM PLTS. - ALL WOOD MEMBERS IN THE CONTINUOUS VERTICAL LOAD PATH SHALL BE NAILED ACCORDING TO THE EARTHBOUND SYSTEM REQUIREMENTS. - THE SHEAR PANEL MUST EXTEND TO INCLUDE THE TRIMMERS USED. E. COMPRESSION STUDS/POSTS SHALL BE INSTALLED SYMMETRICALLY ABOUT ROD. WHERE QUANTITY OF STUDS IS GREATER THAN THE SPACE BETWEEN ROD OR BEARING PLATE AND THE END OF SHEAR WALL THE ADDITIONAL REQUIRED STUDS SHALL BE ADDED TO THE OPPOSITE SIDE OF ROD (ASYMMETRICALLY). F. COLLECTOR STUDS DO NOT NEED TO BE STITCH NAILED. 17. COMPRESSION BRIDGE REQUIREMENTS: A. ALL FULL HEIGHT 2x AND 3x MEMBERS ON EITHER END OF THE BRIDGE SHALL RECEIVE EDGE NAILING PER THE SHEAR WALL SCHEDULE OF THE STRUCTURAL PLANS. B. ALL FULL HEIGHT 4x COLLECTOR/COMPRESSION POSTS ON EITHER SIDE OF THE BRIDGE SHALL RECEIVE ONE (1) ROW OF EDGE NAILING PER THE SHEAR WALL SCHEDULE OF THE STRUCTURAL PLANS. C. ALL FULL HEIGHT 6x AND LARGER COLLECTOR/COMPRESSION POSTS ON EITHER SIDE OF THE BRIDGE SHALL RECEIVE TWO (2) ROWS OF EDGE NAILING PER THE SHEAR WALL SCHEDULE OF THE STRUCTURAL PLANS. D. ALL BRIDGE TRIMMERS SHALL BE 2x MEMBERS ONLY (U.N.0.) AND SHALL BE INSTALLED SYMMETRICALLY AS SHOWN (U.N.0.). E. ALL BRIDGE TRIMMERS SHALL RECEIVE EDGE NAILING PER THE SHEAR WALL SCHEDULE OF THE STRUCTURAL PLANS (U.N.O.). F. THE BRIDGE TRIMMERS ADJACENT TO THE FULL HEIGHT STUDS (ONE EACH SIDE) SHALL RECEIVE FACE (STITCH) NAILING TWO (2) ROWS AT 4" 0.C. STAGGERED ROWS ARE ACCEPTABLE BUT NOT REQUIRED. TRIMMERS IN ADDITION TO ONE EACH SIDE DO NOT REQUIRE FACE (STITCH) NAILING. FACE NAILS MAY BE NAILED FROM THE OPPOSITE DIRECTION THAN THAT SHOWN IN THE DETAIL. G. FACE NAILS SHALL BE 10d MINIMUM. USE 16d NAILS MINIMUM WHEN NAILING THROUGH 3x STUDS INTO 2x BRIDGE TRIMMERS. H. IF MULTIPLE BRIDGE TRIMMERS ON EACH SIDE ARE REQUIRED, DO NOT INSTALL THE TRIMMERS IN ADDITION TO ONE EACH SIDE UNTIL THE FACE NAILING HAS BEEN INSPECTED AND APPROVED. I. BRIDGE BLOCK SHALL BE 4x6 OF IN 4x WALLS, 6x6 OF IN 6x WALLS (U.N.0.). BRIDGE BLOCK SHALL ALWAYS BE 5-1/2" TALL MINIMUM. NAILING OF BRIDGE BLOCK IS PROHIBITED. J. BRIDGE BLOCK SHALL BE DOUGLAS FIR CONSTRUCTION GRADE WITH MINIMUM 800 PSI ALLOWABLE BENDING STRESS. TtMBERSTRAND LSL BEAM MATERIAL OF EQUAL OR GREATER DIMENSION IS AN ACCEPTABLE ALTERNATE (U.N.0.). K. BRIDGE HEIGHTS SHOWN ARE THE MINIMUM HEIGHT FROM SUBFLOOR TO BOTTOM OF BRIDGE MEMBER. L. ONLY COMMON NAILS SHALL BE USED. 18. DRILLED OR BORED HOLES:_ DRILLED HOLES THROUGH VERTICAL COMPRESSION MEMBERS SHALL NOT EXCEED 25% OF THE STUD OR POST WIDTH, FOR EXAMPLE: 7/8" DIA. HOLE IS MAXIMUM ALLOWED IN 3 1/2" WIDE STUD OR POST UNLESS APPROVED BY EOR. THE BORED HOLE SHALL BE AT LEAST 5/8" AWAY FROM EDGE OF STUD. 19. CUTTING AND NOTCHING: WOOD VERTICAL COMPRESSION MEMBERS ARE PERMITTED TO BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25% OF IT'S WIDTH PER 2308.9.10 PER IBC 2015. 20. STUD/POST/TRIMMER NOTCHING AT CONFLICTING BEARING PLATES INTERFERENCE. A. THE MEMBER SHALL BE NOTCHED TO THE EXACT THICKNESS AND AREA OF THE STEEL PLATE TO MAINTAIN THE FULL BEARING AREA OF THE NOTCHED COMPRESSION MEMBER. B. IF THE REQUIREMENTS OF ITEM "A" ABOVE ARE NOT MET, THEN ADDITIONAL COMPRESSION MEMBERS SHALL BE ADDED TO ACHIEVE THE REQUIRED TOTAL BEARING AREA. ADDITIONAL COMPRESSION MEMBERS SHALL RECEIVE SHEAR PANEL NAILING PER THE REQUIREMENTS OF THE EARTHBOUND SHOP DRAWINGS. C. PLYWOOD SHIMS MATCHING THE EXACT THICKNESS OF THE STEEL BEARING PLATE MAY BE USED IN LIEU OF NOTCHING. ALL ADDITIONAL REQUIREMENTS ABOVE SHALL BE MET. 21. MINIMUM REQUIREMENTS FOR BLOCKING IN THE JOIST SPACE AT HOLDOWN LOCATIONS ARE: A. BLOCKING SHALL SPAN THE FULL WIDTH OF THE SHEAR WALL TOP PLATE OF THE FLOOR LEVEL BELOW THE JOIST SPACE. B. BLOCKING SHALL EQUAL THE OUTERMOST DIMENSIONS OF THE "FOOTPRINT" OF THE TOTAL HOLDOWN WOOD COMPRESSION MEMBERS OF THE FLOOR LEVELS BELOW AND ABOVE THE JOIST SPACE. C. THE SPACE BETWEEN BLOCKING WHERE THE ROD IS LOCATED SHALL NOT EXCEED 3". D. COMPRESSION CAPACITIES OF BLOCKING MATERIALS SHALL BE EQUAL TO OR GREATER THAN THE RELATED JOISTS. THE VERTICAL DIMENSIONS SHALL BE EQUAL. SEE NOTE "E" FOR EXCEPTION. E. VERTICAL GRAIN BLOCKING SHALL BE TRIMMED TO ACCOUNT FOR POSSIBLE SHRINKAGE OF THE JOISTS. CONTACT JOIST MANUFACTURER FOR SHRINKAGE INFORMATION. F. FLOOR JOISTS SHALL NOT BE REMOVED TO ALLOW FOR THE INSTALLATION OF BLOCKING. BLOCKING IS IN ADDITION TO THE EXISTING JOISTS. G. WEB STIFFENERS SHALL BE ADDED TO ENGINEERED LUMBER "I" JOISTS AND "I" JOIST MATERIAL USED AS BLOCKING. SEE NOTE "B" ABOVE. JOB SPECIFIC NOTES: PROVIDE NAILING PER 8/S5.01 AT INTERSECTING SHEAR WALLS WITH HOLDOWNS. POGI FIC DDAP RMOVEDDNCE JUN 002010 Clly of Tukwila BUILDING DIVISION ABBREVIATIONS AB ANCHOR BOLT PER ROD COMPONENT SCHEDULE BLKG BLOCKING COUPLER FND FOUNDATION G HOT DIPPED GALVANIZED ROD OR GALV. TAPPED COMPONENT GG COUPLER GALV. TAPPED ON BOTH ENDS GS COUPLER GALV. TAPPED ON SMALLER ROD DIAMETER END CB HS SJA 4XY JST MIN. O.C. PG UNO CORROSION BARRIER HIGH STRENGTH SLACKJACK COMPONENT (X) = SLACKJACK DEVICE SERIES TRAVEL 1=1 INCH (RED), 2=2 INCHES (GREEN) (Y) = ROD SIZE JOIST MINIMUM ON CENTER PLATE PERPENDICULAR TO GRAIN ROD UNLESS NOTED OTHERWISE SHOP DRAWING DISCLAIMER THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE EARTHBOUND SEISMIC HOLDOWN SYSTEM. THEY WERE PREPARED IN CONFORMANCE WITH THE STRUCTURAL DESIGN PROVIDED TO EARTHBOUND CORPORATION ("EB CORP.") BY THE PROJECT OWNER OR ITS REPRESENTATIVE. EB CORP. TOOK NO PART IN THE PREPARATION OR REVIEW OF SAID STRUCTURAL DESIGN AND EB CORP DISCLAIMS ANY LIABILITY FOR IT. THE STAMP OR SEAL OF AN EB CORPORATION EMPLOYEE OR AGENT ON THESE SHOP DRAWINGS PERTAIN ONLY TO THE TRANSFER OF THE FORCES REQUIRED BY THE ENGINEER OF RECORD ON THE STRUCTURAL DRAWINGS AND NOT TO THE REVIEW AND ADEQUACY OF THE STRUCTURAL DESIGN. NO WARRANTY, EXPRESSED OR IMPLIED, AS TO THE ADEQUACY OF THE STRUCTURAL DESIGN IS MADE BY ANY SUCH STAMP OR SEAL COLLECTOR STUD DIAGRAM KEY WALL TYPE (TYP) WOOD SPECIES- FRAMING LVL. AND HEIGHT MAIM I APPROX. ROD LOCATION (TYP) CHOR BOLT LAYOUT DIMENSION (TYP) STUD 0R POST (TYP) ENDAMEMBERS (TYP) STUD/POST (QTY) & DESCRIPTION (TYP) 1. * (ASTERISK) INDICATES I/O HEIGHT TRIMMER (UNLESS NOTED OTHERWISE) FOR COMPRESSION BRIDGE. 2. COLLECTOR STUDS SHOWN ARE THE MINIMUM REQUIREMENT TO EQUAL THE UPLIFT TENSION FORCES CALLED OUT MY THE STRUCTURAL DWGS. ADDITIONAL COMPRESSION STUDS OR POSTS MAY 8E REQUIRED BY STRUCTURAL ENGINEER OF RECORD. APPLIES TO ALL HOLDOWN RUNS. RCO R9 I /B' EARTHBOUND 19,080 LB 29,040 LBS MO READED ROD CAPACITIES (IBC 2015) MEE ASTM A s (UNC) .--ASTM A 35( ASTM 36 (LING) 36 (UNC) /2 70 /4" DIA DROP 1/2 5/8" mA 5,230 LBS 3/4 DIA. /8" /4 DIA 8/2 DIA /4' DIA 3/4" DIA 7/6 18,160 30, 38,160 74, 3900 /8" DIA /4 01A 090 20 LB ) Lass) ) SJA 219, 229, 419. ASTI/ F1554 5 (UNC) _A531.1_r15a_0 Gnsa ( P.M 21554 Ras (UNC) 5 (UNC) ASTM F1554 5) ASTM 21554 GR55 (UNC) ASTIA F1554 5 (UNC) ASTM 4 __-55 (ROS) ASTM F1554 Cdt55 (.0 87 (UNC) ASTM A193 07(uxc) e7 (UNC) e7 (UNC) AGRA A193 e7 (UNC) AST/A AT. 67 (UNC) ASTM A193 67 (UNC) A 215 JA JA JA 8. 22& 418, 428 S. 411 JA 218, 228, 410, 428 0 2210 4110 42. 42 COLLECTOR SRJD CAPAd165 FOR DWG BR STUDS ON DWG RR PUlE9 TOTAL 01005 REWMm 8-8" CAPAdtt ** 2x4 2x8 384 4x4 9VDS STMOS SILOS POSTS ` 1 __...._.._ 4x8 4..6 P0335 POSTS 4'-8"/8-0" CAPACITY aRMCE TMMMgi9 ONLY Ott_LPIAN,_ VAWt aNCIE CMACITR NQ OF ai1DCE 1RVMER3 284* 2dle y 3,281s. 5,156$ 2 4 4 D * J9 .ST 2• 6,563g 10,313)1 Nc 711 ,,T,,,,,� V 4* 20,625P 6A ♦ On 13,125E 6* 19,688¢ 30,9388T 7 �F/Vrs B 8• 26,250g 41,250# 9 10 22900VPRd V NOTES: 1) STUDS SHOWN ARE THE MINIMUM COMPRESSION MEMBERS REQUIRED FOR THE EARTHBOUND SYSTEM, 2) DOUG FIR CALCULATION NOTES: (BASED ON 2015 NOS) RAU, 2x6s, 3x4s, 4x4s (N0. 2 GRADE): F'c PARALLEL = 1350 PSI 6xs AND LARGER (N0. 1 GRADE): re PARALLEL = 1350 PSI F'c PERPENDICULAR = 625 P51 FOR DWG FIR PLATES. 3 * DENOTES N0. OF BRIDGE TRIMMERS UNDER COMPRESSION BRIDGE. 4 •* DENOTES THAT FINAL POST HEIGHT SUBTRACTS 4 1/2" FOR 2x TOP PLATES AND 2x BOTTOM PLATE. .. PIA Po P8 RO R2 P20 PIO Pat P24 EARTHBOUND BEAR REEN 8,470 LBS BLACK 10,510 es - BLUE 12,270 LBS RAY i4 460 WS RED 8,840 LB BRO' OW ING PLATE CAPACITIES (DE) WORN 3-1/2" 31/4" 1/4" 1/4" 3-1/2" 3-1/2" RAZE MNFN90N5 WOES) 8" GAME I/O" I/O" SJA ROD SIZE CODES PART NO, M.1100 or MOO RCD DIAMETER 5/e" 3/8" 5/8° 3/4" 3/4" SJA 2x7 or .7 SJA 2x8 or todi A 24x14x9 2 SJA 0, SOS 400 SJS 4212 3/4" 7/e" 1 1/O" 1 I/O" ROD 92E Ra 117 or RTIS RR or RS. R9 or ROHS RIO or WASHER COMM PURPLE BLACK YELLOW WHITE GREEN RED 0WS w,it1E 3-1/2" 0 1.B5 GOLD 3-1/2" 1/4° 1 1/4" 6,490 Les ORANGE 3-1/2" 1/2" x = SLACKJACK TRAVEL IN "INCHES" MQ7S. 1. TENSION LOAD WAS CALCULATED FROM THE FOLLOWING EQUATION: A ASV ASB/A307 Threaded Red Cgteltes m Fu a 60 kit UNC tweed DINO SR e R. a• ewes en ASV Atel4R= En a bd ADM AGO CO, Pu a 1281ed S. 1M BO ZOO oleo b *ule. M aoutlow ro Da the 1RAS awl WE 2-to. 2. PLATE STEEL SHALL BE ASTM A36: FU = 60,000 PSI. 3. SUBSTITUTIONS OF DESIGNATED BEARING PLATE SHALL NOT BE PERMITTED, OBTAIN WRITTEN APPROVAL FROM THE ENGINEER. 4. SLACKJACK SELECTION NOTES: THE SIZES SHOWN ABOVE ARE FOR BOTH ONE AND TWO INCH TRAVEL ("SJA 4xy") (x - TRAVEL HEIGHT IN INCHES, y = ROD SIZE). TWO INCH TRAVEL SLACKJACKS ARE REQUIRED ON FOURTH WOOD FRAME LEVELS AND HIGHER. 5. THIS TABLE IS FOR REFERENCE OF FULL PRODUCT LINE, SOME ROD AND PLATE SIZES MAY NOT BE IN USE. THE ENGINEER OF RECORD SHALL REVIEW AND APPROVE CAPACITIES TYPICAL SLACKJACK' COLOR KEY r-PART N0. SJA 418 RED !YELLOW CAPTURE RING- \-WASHER COLOR COLOR QauSPRING COLOR to age. CODE) MIND/ACK 63TOP NUT SWIVEL (WASHER LODE) OLOR 01� ` BEARING PLATE PULL CLIP CAPTURE RING (SEE COLOR CODE) END WITH GREATER THREAD LENGTH IS ALWAYS UPWARD. OK TO TRIM. SMOOTH ROD PART NUMBER FORMAT: ' SRxP-## X = ROD SIZE IN EIGHTHS (5 = 5/8" 1 P = PLAIN FINISH (ASTM F1554 GR55 # = ROD LENGTH IN FEET (10.5 = 10.5') END WITH 3 INCHES OF THREAD ALWAYS DOWNWARD INTO COUPLER. COUPLING NUT SMOOTH ROD INSTALLATION NOTE: SMOOTH ROD MAY BE INTERCHANGEABLE WITH ALL THREAD OF SAME OR SUPERIOR GRADE AND DIAMETER. SLACKJACK - IAPMO ER-0429 & LA RR 25404 LISTED CAPACITIES COLOR CODE AND MODEL/SERIES TO PART NUMBER CROSS REFERENCE MO ER-0429/ SLACKJACK THREADED! TRAVEL CAPTURE SNIVEL IAPMO ER-0429/SLACKJACK THREADED TRAVEL [CAPTURE SWIVEL LA RR 25404 PART NO. ROD I COMPRESSION COMPENSATOR RING WASHER LA RR 25404 PART N0. ROD COMPRESSION COMPENSATION, RING WASHER MODELLSERIES ON DWGS DIAMETER' CAPACITY AMOUNT COLOR COLOR MODEL/SERIES ON DWGS DIAMETER CAPACITY AMOUNT COLOR COLOR 4,900 LETS 2-INCH I N/A ORANGE M 100 A 210 A 210 A 210 A 210 A 210 A 210 A 210 A 410 A 410 A 410 A 410 A 410 A 410 A 410 T 410 T 410 T 410 T 410 T 410 T 410 T 410 T 610 T 610 T 610 MJ 100 SJA 214 SJA 215 SJA 216 SJA 217 SJA 218 1/2" 5,000 LBS 1/2" 7,360 LBS 5/8" 7,360 LBS 3/4" 7.360 LBS 7/8" 7,360 LBS I" 7,360 LBS SJA 219 1 1 1/8" 7,360 LBS SJA 2110 1 1/4° 7,360 LBS SJA 414 SJA 415 SJA 416 SJA 417 SJA 418 1/2" 14,000 LBS 5/8" 14,000 LBS 3/4" 14,000 ITS 7/8" 14,000 LBS 14,000 LBS SJA 419 1 1/8" J 14,000 t85 SJA 4110 1 1/4" 1 14,000 LBS SJT 414 I/O" 1-9.000 LBS 1-INCH N/A 1-INCH 1-INCH 1-INCH BLUE BLUE BLUE 1-INCH BLUE 1-INCH BLUE 1-INCH BLUE 1-INCH BLUE 1-INCH RED -INCH RED RED ED PURPLE BLACK GRAY BLUE YELLOW WHITE GREEN PURPLE BLACK GRAY M 200 A 220 A 220 A 220 A 220 A 220 A 220 A 220 A 420 A 420 A 420 MJ 200 SJA 224 I/O" 1/2" SJA 225 5/8" SJA 226 3/4° 7,730 LBS 2-INCH I YELLOW PURPLE 30 .730 LBS SJA 227 7/8' 7,730 LBS SJA 228 1° 7,730 LBS SJA 229 1 I/O" 7,730 LBS SJA 2210 1 1/4" 7,730 LBS SJA 424 1/2" 14,000 LBS SJA 425 5/8° 14,000 IBS SJA 426 C 3/4" 14,000 LBS 2-INCH 2-INCH I 2-INCH 2-INCH 2-INCH 2-INCH 2-ING 2-ING CH RED BLUE 'i A 420 CH RED YELLOW A 420 CH CH CH SJT 415 I 5/e" 9,000 LB5 SJT 416 I 3/4" 9,000 LBS SJT 417 7/8" 9,000 LBS SJT 418 1 1" 1 9,000 LBS SJT 419 1 1 1/8" I 9,000 LB5 SJT 4110 I 1 1/4"i 9,000 LB5 SJT 618 ' 1" 1 15,000 LBS SJT 619 I 1 1/8" 15.000 LBS SJT 6110 ' 1 1/4" 115,000 Les T 620 SJT 628 1" j 15,000 LBS SJT : 1 O" ,LB5 T 620 SJT 6210629 i 1/1/4" ( 1515,000000 LB5 2-INCH P05710 GREEN CH NCH SJA 427 7/8" ( 14,000 LBS SJA 428 RED WHITE '[_ A 420 SJA 429 RED I GREEN A 420 SJA 4210 ORANGE!PURPLE ORAN-951 BLACK ORANGE[ GRAY ORANGE BLUE AN. I YELLOW ORANGE WHITE ORANGE[ GREEN GRAY IYELLOW GRAY WHITE GRAY I GREEN T 620 1-INCH 1-INCH 1-INCH 2-INCH 2-INCH PURPLE YELLOW PURPLE WHITE S 410 SJS 419 ( 1 1/8" ( 22,000 1-INCH BLUE WHITE S 410 SJS 4110 j 1 1/4" 22,000 LBS 1-INCH BLUE GREEN 5.410 SOS 4112 1 1 I/2" 22,000 LBS *SJST4210j 1 1/4"-1 22,000 LBS 1-INCH BLUE I RED 1 I/2-INCH BLACK I GREEN *SJST4110 1 I/O" [ 22,000 LDS *SJST4112 1 1/2" 22,000 IBS 1-INCH 1-INCH * SLACKJACK TAKE UP DEVICE WITH 4R = 0.003 IN. NOT SHO RED GREEN RED [ RED IN ER-0429 1" 1 14,000 LBS 1 1/8_i 14,000 LBS 1 1/4 r 14,000 LBS 2-ING 2-INCH 2-INCH YELLOW BLACK YELLOW GRAY YELLOW YELLOW BLUE YELLOW YELLOW WHITE YELLOW GREEN , PURLE BLAPCK GREEN GREEN GREEN GRAY GREEN BLUE GREEN YELLOW GREEN WHITE 2-INCH A 610 I SJA 614 I/O" 20,340 LBS 1-INCH A 610 I SJA 615 5/8" 20.340 l65 1-INCH A 610 I SJA 616 3/4" 20.340 LBS 1-INCH A 610 1 SJA 617 7/8" 120,340 LBS 1-INCH A 610 1 SJA 618 1" 120.340 LBS 1-INCH A 610 SJA 619 1 I/O" 20,340 LBS 1-INCH A 610 SJA 6110 I 1 1/4" [ 20,340 LBS ( 1-INCH A 620 SJA 627 7/6" [ 20,100 LBS 2-INCH A 620 ( SJA 628 1" 20,10o LB5 2-INCH A 620 SJA 629 1 I/O" 20,100 LBS A 620 : SJA 6210 1 1/4" 1 20,100 GREEN GREEN TAN PURPLE 5 420 I SJS 429 1 I/O" 1 22,000 LBS S 420 1 SJS 4210 1 I/O" 1 22,000 Les S 420 1S,S 4212 1 1/2" 22,000 LBS TAN BLACK GRAY BLUE TAN TAN TAN TAN TAN YELLOW WHITE GREEN 2-INCH YELLOW GREEN 2-INCH I YELLOW RED SLACKJACK COLOR CODE TABLE TRAVEL HEIGHT AND ROD SIZE COORDINATION SJA 428 MODEL: SLACKJACK-" -1 ROD DIA IN EIGHTH INCH MODEL TYPE: TRAVEL IN INCHES A=ALUM, S=STEEL SERIES TYPE (# RINGS) PANEL NAILING SLACKJACK14 (TYP) DEVICE-e REFER TO EACH RUN TYPE FOR TOTAL NUMBER OF TRIMMERS REQUIRED. NUT FULL HEIGHT STUD TYP, / I / cP)I ® . V i I SHEAR WALL BOTTOM PLATE TRIMMER (TYP) OR BRIDGE. FACE ADDITIONAL TYP. P- PLATE ORIENTATION NAILING TYP. TRIMMER(S) TYP. & SAMPLE BRIDGE TRIMMER NAII ING DETAII SCALE: NONE ROD HOLE SCHEDULE THROUGH TOP/BOTTOM PLATES AND BRIDGES RO SIZE MIN HOLE SIZE MAX HOLE SIZE R4 1/2"0 1"0 1-1/8"0 R5 5/8"0 1"0 1-1/8"0 R6 3/4"0 1"0 1-1/8"0 R7 7/8"0 1-1/8"0 1-1/4"0 R8 1"0 1-1/4"0 1-3/8"0 R9 1-1/8"0 1-3/8"0 * 1-1/2"0 R10 1-1/4"0 * 1-1/2"0 * 1-5/8"0 * HOLE SIZES INTENDED FOR 6" WALL TYPES ONLY. ENG NEER OF RECORD SHALL APPROVE THE USE OF THESE HOLE SIZES FOR 4" WALL TYPES. 0 V Z ALL SHEAR PANEL NAIL SPACING IS PER THE SHEAR WALL SCHEDULE EDGE NAIL FULL HEIGHT MEMBER AT EACH END OF BRIDGE BLOCK. NAILING OF BRIDGE BLOCK IS PROHIBITED. EDGE NAIL ALL BRIDGE TRIMMERS. BRIDGE TRIMMER FACE (STITCH) NAILING PER ON TWO (2) TRIMMERS ONLY. HOP DRAWINGS. REQUIRED BR DE1VlEW JUN 05 2018 ETON, IN FULL HEIGHT COMPRESSION MEMBER LEVELS IE E iJ V E hl.?Y C 1 yi( ) Lb - IH-COS 0461U REID MIDDLETON, INC W C3 RECEIVED CTIY OF TUKWILA MAY 1 4 2018 PERMIT CENTER EDGE NAILING REQ'D AT THE OUTERMOST STUD/POST ON BOTH SIDES OF ROD ANY ADDITONAL STUDS/POSTS CAN BE FIELD NAILED. NAILS MAY BE DISPERSED AND STAGGERED ON MULTIPLE MEMBERS. NOTE: SEE SHOP DRAWING GENERAL NOTES FOR NAILING REQUIREMENTS WHEN POSTS ARE USED. OD OD OD W t 40 :14 40 = W W IY-a =O N CO CC (g W Z CC 40 In N at EB CORP OB NO: 18031 SHEET TITLE: EARTHBOUND SEISMIC HOLDOWN SYSTEM INSTALLATION DRAWINGS IAPMO ER-0429 DATE: 03/13/15 NAILING SAMPLE SHEET NO. CONTACT. EARTHBOUND 800-944-5669 3) PATEN. AND PATENTS PENDING. For moo 1n(2rmatIon about 1M* Eartnbauad Nomow System, xeu hop //e"".na04*1,0 m 040409he02018, Earthbound Corm.. . All R190m Re*and. HOLDO RUN DETAILS ..- S 's A " 5 APPROVED: NO. 1 DATE I r DESCRIPTION WMN REVISIONS RUN TYPE 2A RUN TYPE 3A RUN TYPE 38 RUN TYPE 4A RUN TYPE 4B RUN TYPE 4C RUN TYPE 5A RUN TYPE 58 NDW NOW ItEL IWU. 10.1 LOADS CA..WM 03.0031 LM05 COMM. W08033. ]AIDS ONO Cmai®m1 DONNOIAD WOD iIOW LML 1W11E ICAiCRA1ED iN15VW1 ;WrrmNOAL TANS IONS CgLFCIEO WW 11 DWEON WOOD FLOOR l5AO wal SIMW l0603 3.33110 03..{AL WADS COMMO M t. . lOAE3 W. Can! DOiMOJD WOOD FLOW LE. MST WNW. LOADS C 13.1m 010.0O4 LQNS 0011 lEE0 ONOD 01.30010. try LRAOS WOW M. .01 MN. LEKL taMW CALMAT. WMAFHML W. CgIECND WOW WANWnOAI C7tiWrtmON WADS WSMDW WW MUFF FLOW LEW. 1 tans 0.0.1fD WMRD01. WI11.3 OM.. . 181W WOO O MMSgON 008MWO WOOD ROpt IEYEL NIaT 1NMON tllNUIEO Wl'NaN1W. COILECIFD POW NOW NDW IE14L lW1aY TOdKN LOAW CNONAMD CgAEC1W WruWAliMI WFflENDIl WNC LOMB 16COD m1 OONWOAD J_ 6N SIO ___ ark SM ___ r bM 50 LO 250 Les 2 s �D 40 4N 4N _�____ 4N IM zso Bs 2so Bs 4N 25 LB5 4O, 1,250 145 . LBS 4N 250 LBS 250 LDS 41A LB 750 Nd ''� ]ni 750 LBS ,00 LW ,00 LBS J50 LBS Sre 1,500 LBS 0 LBS 1,500 LB5 Bs (*Jla 1,500 Bs 2.000 LBS5e 1,000 LBS 1,000 Les 2,000 Les 3,250 BS LBS 2500 LBS }750 LW 5500 > Sre I a, 50 LB5 a,500 les 13? 500 LB5 4,]50 LBS 3N 2 ]50 LBs 2 250 LB5 2.250 BS LB5 B1a LBS 2 2750 LBS 40 00 LBS , qtl z,00p Bs �'1 z,000 Las rz,OOB Las zo6o Bs am z,JSB Bs ; z,Wo Les 2,GOG Les z.Jso Bs aDe a.000 Leszspo Bs 25W zsW Les a.oW LBS 2M s,ocD LBS },00D Les a,opo Las I S,Wo Ws tiw --- B,]s� LBs 3,500 a,SW Bs }sW Bs 6,7so Les 2ae BSW ies a,>so 1Bs ; a,7sG Les s,5po Bs zWa 6,wo Bs a.]sG Les 6saD Iss aw I B,00B Les a,Boo Las I B,Doo LBs iN 5,000 B LBS 3,000 LW S.WO LBS tri 5.]50 tB5 3,000 LBS 3,000 SOS 5, SD LB5 fk 9.OW BS 40W LB5 4,OW Les B.OW LBS 1M 9,250 LBS 4,230 LBS 4.250 BSI 9. 0 25 ls! ii. S.OW LDS 5,000 LB5 11,750 LBS fat 15,750 LB5, 6.250 6,250 BS 15.750 LW iet ti,SW LB5 S.WO LB5 SIpOB.RE ' ^^ 1st 113.250 25 5250 LBS 5,250 L05 i3,250 LB5 ,000 REVItVNtU -OR CODE COMPLIANCE lei APPROVED 0 ALL HOLDOWN ANCHOR BOLTS SHALL HAVE 12" EXPOSURE.B sn_ _} ili it�R MJ200 ISPRINGro0ANGE) JUN 06 2010 JU AT 4' 6 II-' (GREEN) Tukwila MOUNT A'.V La a- it II in Mgr City of IM 16S4aRRFD I�'� eR10GE -UILDING DIVISIO ix woreis3X4 ■ I 7C244 R4 :NI IEI IfI ill ha ISPRMc CI.0 0 III MJ200 0 11�1 MJ200 I 0 iiml MJ200 0 i'LII i�1 MJ200 ��= o I E) SH-2 91-3 I�RING,GRANGEI $ SH-2 sH-} I IBPRINGIORANGE) SH-2 SH-3 ISPRNGIDRANGEI $ SH-2 SN-a 1 1' ISPRNGJGRANGII '51 I MOUNABOVE I�� 4 4 (GREEN) MOUNABOVE ' 1 1 P6-4 (GREEN)MOUNABOVE 4A) �� 4 4 (GREEN) MOUNABOTE I IN (5 4 "BR OGE TR MMERS SHA BE 2x MEMBERS ONLY L ,.I Ai (GREEN) I FLOOR 4x6//6x6 FLOOR �� III 4x6/6x6 I FLOOR ' 4x6/ 6x6 I FLOOR I 4x6 6x6 OF STUDS/ OF PLATES D°4 4k °d RD TRM 4� RFD II �� BRIDGE twMMt 4 O BRIDGE m M wtEO I BRIDGE MML��If�ai RVD BRIDGE R4 *BRIDGE TRIMMERS snnu , ABRIDGE TRIMMERS SHALL *BE 2x MEMBERS ONLY. N 2x4 OR 3x4 WALLS l I� �) 72 R4 C44 ya 'Vas"' 3x4 WALLS i r 72 R4 C44 i 2x4 OR 3x4 WALLS II ill 72 R4 C54 N m 2x4 OR 3x4 WALLS 1111 R4 C44 W I1 C44 BE 23 MEMBERS ONLY. �,� �,� Na s+ 2* ❑ 1 J4 + J11 MJ200 �a 2 ® N + E MJ200 ha ©* I !A + N SJA225 Nita El I N + VII ■■'r MJ200 I yu FOR couPRESNWBm ■ ISPRING20D - 'I SPRIrvGIORANCE I �+gLL� 1 j �li LOwIBucKl 0oL st IP6RI JaRANcJ sups REOUIRm. �- - zz 50 54 1NM 1 MJ100 I 1. sPR Ncf REDmi. SH--03 11�1 I MJT00 1 SPwxGJ RED oft © # Ia, I (GREEN) oo< *2�6 ®LVI�BJ I .//y,- L P6RIN4clORAxcE oo,� © tVnt PS �Zxfi_WALLi ILJ'1�t Y�lJJ ■ It It AT 4'-6" 1 1 I�� P6-4 (GREEN) MOUNT •T 4-6" P6 4 (GREEN) "BRI GE TR MMERS SHALL BE 2x MEMBERS ONLY. I.. -'- �I - BRIDGE TRIMMERS SHA BE 2x MEMBERS ONLY. L I.. PM' (GREEN) I BRIDGE TRIMMERS SHALL BE 2x MEMBERS ONLY. �I .. (GREEN) ]MMERS SHA BEEMBERS ONLY. L �! p- (GREEN) 1 I.. (64pRANGE (GREEN) I4u=' MOUNT ABOVE FLOOR 4x6//6x6 A:a La OR �� 4x6/6x6 snf54`4kdPbhFn snf000 C€dEi }ti m I "Ci9A sN0°sM'�yyu�rEO OF STUDS/ DF PLATES snf d tl0 ( snf8eVE10 l �N M FRSA4o0 m �r BRIDGE R JRI RF M 13x4 I BRIDGE 1n R4 "k'. R4 0o 'O ' R5 R4 \ m�N iO ' Id R4 *BRIDGE TRIMMERS SHALL '%to 2Bx;4OR 3x4 72„ R4 C44 N c 2xgqR4IIppOR WALLS I 72" R4 C44 k' SEE FRAHM Pl. I. C54 I, C54 ya m Id C65 C54 C64 BE 2x MEMBERS ONLY. �,� �gn Q 1 N + (� MJ100E0 yn N 4 N MJ100ED co FOR Np SJA215 yam FO0„,, nor SJA215 F SJA21fi I SJA215 v6ia F �rlr ( SJA216 3 (' I� yU W . ( !SPRING] R I 04 sups REWIRED. r UE IBIACK I LLm o REWIRED. I BWE IeLAGK I o s5W REwOREo. ��r (B LUE GRAY I Os REpuIRm. �r OM IeLAGK ( o s5os Mcv1REo. i BLUE jCRAT SN�SH-3 11�1 I MJi00 pp O � LL� L-unlr (�� P6N41R o9 � L.er=eu 1�1• n � P6 m ��r P6 P6 P6 P6 1 SPRING! RED -- (GREEN) " _- ( (GREEN) ( -- (GREEN - (GREEN -- (GREEN (GREEN ( i■ - (GREEN I ( 3 ( 3 ( I..1 I 3 "'Si �I 3 I„I 3 1 I I,.I I -' ¢ Q p Z a o o 0 U ¢ cZi 4'-6" MOUNT AT 4'-6" (GREEN) OF STUDS/ DF PLATES 5T55ehalai6o ..I SN-2 SX-TYP sree4ia ke I. .I SN-2 SN-3 5Rf5k un. sx-2 SH-3 snNs p 7i tEp } seRig ere SH-2 SH-3 ee93`11i1 er • EI SN-235H-3 rre sM11H1 n _} ABOVE txl uu*.E WN I 4xRE/E x6 BRIDGE, m SR4P-10.0 vet ` TYP SR4P-70.0 v,'nE_.+"mi * m I: TYP SR5P-10.0 m m = I: ���Itf TYP SRSP-70.0 m ro I� ' SR6P-10.0 m'ml pi TYP SRSP-10.0 ,n "�+ , I GJJL TYP REP mQ ,l 2,WALSx4 C54 ft4 E mnMwc PUus I� C54 yd EE PUNS F40 111_ C64 Hd rnAulxc C65 N C75 NJ Fame C86H5 Nd P55 C75 „. Fw C76HS O N f !(l SJA215 OB MlmMou NUM6ER OF rnMPREsvpx SJA215 W memo. MImMUu WAWA OF mMPREsslpx SJA216 4 y3 FOR OR MINIMUM xvu6m of coMPREsspx SJA216 "� fn R M1NunvM uuMBCP Or c uPREssox O SJA217 I wp y3 SJA218 yU OF C i SJA217 y� 7 45 cmmRESOox SJA217 I ((GREEN]Buatl s5os uouwED I BLUE IeLAGK ,y o o 50s REOUREo slue cRAT IP6 W m o v sTups REauIRm BLUE ) GRAY o 0 snros REouIREp � ( BLUE I BLUE o SSDB REaulam. I�� ITEUOW) o Soros REauIRW. � ( ewE BLUE 0 5505 0 11 BLUE BLUE � 22�AAtt11,,$$.. L17 + tyl IA ry I�I P6 `� �. ,"' P6 `ry � P6 "' PBWE I P6 N �I ( II- (GREEN) SOLID .mil (GREEN) II- SOLID �•/il -- II- (GREEN) SOLID �I�il .II- (GREEN) SOLID II- .mil (BLACK) SOLID (GREEN) - SOLID �I- Mil ;LACK) (BLACK) OLIO BLKG �pOo0oOp00 oo M M, p O \P: •'"" ""'. O O OF WAS �U10 ". a .(1 �ISR`� , p 000.. .... Alg'OA] LIVN. E ' p0 OOOOppp00 S5 4k kFD in D p¢dQ I. dal B KG BLKG fB EB BLKG yD E m BLKG c BLKG BLKG kh �gp Mtn `° m EE FRAMwc Puxs - �I I.I P 12' R5 "^ y¢ p ` m LE FRAMwc PLAxs = = ' 1. T P) 12' RS c' "�*' Nay w m FRunwc FLArvs I. w) 12' R6 m ¢ .O -m EE AM v I1.. TYP 12' R6 ma Nd$ m -m ' II. TYP 12' R7 'n �•' �a$ .p w ' I- (-PP) 12' R8 '^�" 5d�F m TIP 12' R7 \ '^k' 54)64 m an 1. TYP 12' R7 LL4 0 o oR wmuuu xuuBER of 'fa ,. 6508 REmrRm. ■ as C55G o MINIMUM NUMBER of cauPREsslau slws REevIRm. •$ C55G � o m oft wwuuM xuu6ER aF cOMPREsslox s5os REauIRED „ C66H5G 4 o cpMPaEsaav snps 740440o. I C66H5G "o o FoR RULADER pF caMPREsspn 46 00 RseI5RS. " C77HSG LL* o .. snps REWIRED. a$ C88HSG LL o N snps Rew55. •$ C77HSG a m .. svos REc]RW u$ C87HSG n B f n sI a n si B n.ili B n sa B ' • n B f n B ^ n "'. ii +° -- 5� 2 SN 3 " 5 -2 SH-3 . -- S H 3 1 SH 2 SH 3 i SH 2 SH 3 - SH a AB PLY. i/2"T3" SQ CHR. HT: 7-1 /2" �%�� AB ft5G sH-2 SH-3 AB PLT SO1 CHR. HT: 1-1 /2" R. HT, r^u. _ (SM AB RSG I, l\sl!-sn-J AB PLT' R. T: -1 CHR. HT: i-1 /2" (SH - ABR6G .,. Sn-2 sH-3 AB PLY: 7. HT: -1 CHR. Hi: t-i /2" I ='N` _ AB R6G SH-2 sx-} AB PLY: 4 4: -Q CHR. HT. 1 1/2" I � AB ft7G -2 SH-3 AB PLT 5 GER. t/21 1 CHR. HT: 1 1/2 **USE 5/8"x3-1/211x5-1/2" OCCURING AT EDGE _ �` CONDITION. PLATE A8 ft8G SH-2 sH-} , AT RUNS AB PLT' 4. HT: -1 CHR. HT: i-1 /2" �'mP AB R7G _ _ AB PLT 5/8"0. HT: 1 1 CHR. HT: i-1 /2" ��`P' AB fteG SH-2 sH 3 PRO'ECT: STERLING SOUTHCENTER RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 v1L_ *x Q, EARTHBOUND CORPORATION http://www.holdown.com ,..�,% 17361 Tye Street SE (600) 944-5669 'NdComn 77wi Want' Monroe, WA 98272 Fox (360) 863-0722 ( 2A ) ( 3A ) ( SB ) ( 4A ) ( 48 ) ( 4C ) ( SA ) ( 5B RUN TYPE 5C RUN TYPE 58 RUN TYPE 5E RUN TYPE 5F RUN TYPE 5C RUN TYPE 5H RUN TYPE 51 RUN TYPE 5J 12 WOOD ROW wa' ONJ.1.130 iFNNg1 IDB.. LOADS I50LBS cameo N. Vl. LNNW WOW CMaM . OMfO1M IEKI WOW ROW L501 CIIGRAree WruwMl LOMS Wl0Ecim WreAvnMt WNS WW 6V WMWOAD FWON L551 WOEO U. C520)25D ONOW MFFEENBAL WADS W 1.11D MIE .. FM COMMON OWWNM LEVEL W. WMA1W 1NMW WF... LOMS LAN9 WI1EL'IW WFERNIRALCOMM. =CO 00.. P 1554 0.0 I U.S I CAWAA,W S I INS. WFEREN WADS 10..0 IC...K LA*D8 WOOD i OOMB°a FLOOR L554 1.1.3 C 733903 .03 WI061 ,.. Wu05151 nK WRAPB1Ali Wm tt1 L554 0wr cNaulm 6WEMMIAL La1D4 011113300.IOW ECM I WW 10. I OOiaumn LNRL wm FlAPI wn CAW. WMW WFOROIK 4dM LOIa9 1ED DiRMLiiVL WUWfm INNS WiWflESWW D750145 SIN LBS 3,500 250 2,250 LBS 50 LB5 SN 1,25D LBS 2,250 LBS 1,250 tBs LBS SIN LBS LBS 2,500 MS t,250 LBS 5N 1,750 BS LBS 1,750 1101 LB5 t,J50 1B5 SM : 2,000 BSI 2,000 LW : LB5 LB5 SN 1,0 00 Les r1,00 0 L BSI Low Opt 00 LB5 es 1 le Sth 2,200 LLOS 12. 200 Les W200 LB 2.200 te5 Sq t,J50 LBS lBS IN },500 LBS 2,250 LBS 3,500 LBS },500 i85 }q 7,500 185 4,000 LB5 2,250 LDS 3.500 3,500 4q 2300 3.750 3,050 LBS 4.2SO I3�l 2,500 LBS 3,000 LBS 45t 3.500 l85 4,750 LB5 4,550 LB5 0 LB5 4q 5,500 LBsee 550o LBS 3300 15,750 MS 5.500 0 LBS 4q 3.500 LBS LW 5.SW LBS0. 3,5W LB5 LB5 3,250 14S 3,250 LBS 12.OS 118 _ 4M 6,250 LB5 4,5W LBS a, S _ he 7, O W Bs 3,500 LSE J. 00 LB5 5,a ],500 LBS 4,OW LB5 4,000 LBS 1LBS35 BS 3M 8,000 LBS a,250 LB5 4,250 LB5 B.OW LBS SN t6,000 LB5 4750 0,00 Les 5,,750 B5 10.0 ( 5750 11250 LB5 156 5,750 LW 11,2 11250 BS See 5750 9.250 LBS 3750 LB5 - 5,]50 LBS 9.250 LBS 3tl 84 2000 12.250 LBS 6250 LBS 6,250 LB5 12 250 !85 Stl 7 7750 __ LBS ten 1M 11 W 4000 LBS LB5 11050 LB5 TM 18300 LB5 LBS 4500 LBS 12.00 18,OW LIES 9M 13750 LB5 3,750 LBS 5,750 IBS 121.000 LB5 15,J50 LB5 5 LBS 5 750 LB5 BS 2M (t6000 LBS 6 LB5 6 J50 LB5 1&000 LBS 9M 6.750 500 LB5 0 LB5 1276,000 LBS 2M LBS &750 LBS 5.750 LBS 120250 LBS 2W 5 975 LB laf t6,250 B51 5,250 LBs 3.250 5,250 LBS 16,250 BS iN 1e,OW LBS 6,500 6.OW LBS 6,000 LBS te,OW LBS in 21,000 LBs J.250 LB5 17.250 BS ; 2t.000 LBS 1st 1st 2J,OW 25 7,250 250 LBS ],250 LBS 23,000 LBS 23,000 use 1N j 26.250 BSI 8,250 LB5 B,250 BS 26,250 LB5 in 2J,OW BS 10.250 re 0,2 10,250 25 ; 2>.000 BS ial 30, WO LBS 9,]50 30000 BS 9.]50 LBS 1 30A00 LBs lat 36 000 LB5 12,250 BS 12,250 LB5 .Op0 LBS o lei o I\I d I\I a :MI o I►I o :EN o I\I -N- SH-2 SM-a 11� MJ200 Sn_2 -3 11�1 MJ200 SH-2 SH-3 W II MJ200 11�1 MJ200 i II�i MJ200 I SH- 11� MJ200 15PRING I SH-2 SH-a 11�1 M1200 ISPRING1ORANGEI y,_ a I ,- MJ200 ]SPRING 15PRING,GRAN EI ISPRING�RANGEI SPRING ]ORANGE I I 1 SPRINGIORANGE 1 r !SPRING/ORANGE! � BRAN ]GRANGE MOUNABAT _ P6-4 E6x6 MOUNT 4'L-, "R 1 P6-4 MOUNA IPA, P6-4 MOUNABOVE 1 P6-4 MOUNABOV AT I. JI 1 P6-4 MOU T 4LOOR ■"/' P6-4 MOUNABOVE Ig� I P6-4AT 4J-6F MOUNA -IP6-4 OVE 4LOOR �� 4x6 0 r�+I 4x6(GREEN)/6x6 OVE FLOOR �� 4x6/6x6 FLOOR aIll 4x6E/E6x6 FL 24 4x6E/E6x6 :T w m I 4x6//6x6 ABOVEFLO ' I I 4x6/6x6 OVE FLO C-4x6//6x6 MTV ' I II 621dR4 m �€mnxro I BRIDGE $i l� l�}'� I� BRIlSGE 5,0 m TRIMMt ° WIRED ' III BRIDGE • Ld094rF'VF'+il I' BRIDGE �m m mIMME �fDuwm II BRIDGE \,n • ii: Lai I BRIDGE m mIM F raIIRFO L BRIDGE mmi 4 ORI� ■I C44 �v1 � 2I� r 72" R4 C44 �m '^I� A J2' R4 r C44oWALLS■II ,n�'2x4 OR 3x4 II 72" R4 C541a Nv1 4I� ■I 1 72" R4 C54NJc mk - 2xOR 3x4 WALLS�I I 72" R4 C44 WALLS _II r 72" R4 C54 �C54+® .I---72"R4 MJ200 Nn 14 MJ200 MJ200N + NI1 SJT425 Q I� 'I SJA225 iL a 1 H+ HI �I MJ200SJT425Ei I ki + 171 SJT425BALL$ ]Pi2 SPRING RANGE IP6-40 I �5_W�.L$. SPRING ORANGE ( 1 I �� �5_WALLg SPRINGIORANGE I I 101 BLACrc I BIACH a �5_W�.L$, I ]YELLOW] BLACK 1 Ira �y�gLL$ I5P PoxGjORAxG '. II�. J' BUCKI BLACK I I 2x6�_� BLACK BLACK oo 2❑* IA 111 11 mm EIIJ9_L11 I�.0 P6-4 LII+ 171 �0. P6-4 o� 2* ❑ I P6 LB Vll ( P6 -. L11=1J1 I P6-4 Lr+t "i ❑ L1 + BRIDGE 'IMM 'S SHALL BE 2x MEMBER5 ONLY. I..I a (GREEN) '302, TRIMMERS SHA BE 2x MEMBERS ONLY. L I,.I G a (GREEN) •BR DGE TRIMMERS SHALL BE 2x MEMBERS ONLY. MI ,.I (GREEN) BRI GE TRIMMERS SHA BE 22 MEMBERS ONLY. LMMERS al ..I (GREEN) SHA BE 2x MEMBERS ONLY. L EI I.I (GREEN) BRIDGE TRIMMERS SHALL BE 2x MEMBERS ONLY. I,.I �I (GREEN) 'BE e, ']MMERS SHALL 2x MEMBERS ONLY MI �.I (GREEN) "BE m BR GE TRIMMERS SHA 2x MEMBERS ONLY. l (GRAY) dulkEn DF STUDS/ DF PLATES SBY84`4k5 ,FD DF STUDS/ DF PLATES S,SS d> o DF STUDS/ OF PLATES.... s ,SS lLs2o st55F`4Pdf4 2.0 105d55540 DF STUDS/ DF PLATES s,SSk`kP8E0LED n I�:R4 C64 DF STUDS/ OF PLATES sT51`JL'R€dE�ED I� R4 C64 DF STUDS/ DF PLATES e m I, R4 C64 m I� R5 C75 m i II, R5 C75 roSEE PRAM. PLANS I. R4 C64 Nn m II R5 C85 Nn `' ro G EMS R5 C85 mAwnO US INN NUMBER SJT426 EE rnAM Nc Puxs OR M ml1ABER SJT426 SJA226 SJT427 I SJA227 F SJA226 (Tn.LOW ] $ r SJT428 I I $ F SJT428 ]SLACK GFppMPRSNW II (BLACH I GRAY p pMPR W ieLA�K GRAY $ OF COMPRESva1 �I (YELLOW] GRAY ] OF caWREsswn MUDS REQUIRED. 1 BLACK) BLUE I cOMPREssox $ sSDS REWIRED, II. YELLOW! BLUE of BPRF551 55o5 (40245o. I. GRAY o oP DS WOOS ox snps REWIRED. II !' BLACK fT6LOW o aF cOMPREssIO. SN05 REW1RW. ]YELLOW] s300 REWIR0. P6 (GREEN) sows R 0351. I P6 (GREEN) _ 1 444150/42 . I, I P6 (GREEN) P (GREEN) P6 (GREEN) P6 (GREEN) p8 (BLACK) P14 (RED) I1/mI I,•I •; ••I mum I. •I �•I `4kdP,Yp,O 5TSS4`4F8t'I4W 55' `4kh°u14FD erak$F1&lk =4-' D_ sT5S1`4Fd3lree AL m EE FRAMING PLANS ' I. R6 C76HS N6 segiMMilve To E PRAMINc PUNS I. " R6 C76HS mom N snf mAMINc Puxs I, i ft6 C76HS m�m R,., I� R7 C97HS II._ ' R7 C87H5 "�m , I" R6 Gg6H5 \ "�_'! 'O R8 C108HS \ N6m `O Re C108HS vRid AI NUMB SJT417 $ ro Nuuu xu oFMp� R SJT417 n f°R SJA217 $ FW r SJT419 I Nam F0 5oIB12 , SJA216 vmin j FO oc mu REmMaBiE r SJA41g S vo6ii F0'° WLpinevEiwi ■r SJST4110 IREBJGREN� S FOR MwlMtw xuMBw �pWEHW SJST4110 I p o �ppPR6IW 55ps REWIREp. 1r ]ORANGE]BWE] o PR STUDS REWIRED. •�i* BLUE GRANGDB LL o o pFM1xGGwMPRssaaLmR SQ. REQUIRED. I�r uE J. BL r BLUE BLUE "-o o WrmESNsOwWn� 5505 PEWwEp. I(B N9M wn TEi �mn o _, 55ps MWIREp. I�. fTEupw� 0 5505 REWIREp. I�r I ITEu.avl a stUos REWIRED. �, o of sTws REDU REO GREEN v A'r (GREEN 9 M II - I (BLACK J P (6 GREEN -_ BLACK I - (BLACK BLACK -= BLACN PE n __=_ �* PB-70 (BLACK ^`t I Pi2-10 (GRAY) I 3 I 3 - •• I 3 ., I 3 1 33 ♦I ..I III���\ 3 I .1.1 I 3 I 3 I..1 Snf54`4fdP m ..I sni55d�i }+ED I SH-3 Bn 'knD I SN-2 SH-3 - s ;) ' 1 sH-21S } ST/51L4Fd rv'D SH= 0} STo �g{r0 _3 STfS i EEp EB CORP OB N0: 18031 0) ° ml5h`4I!dEt&EO m - Id SH-2 SH- TYP Sft7P-70.0 C97HS 41¢ * m _ m -- I:I sn-25n- TYP I SR7P-70.0 C97HS ,n,ml ya * m II SH-2 TYPTYP SR7P-10.0 C97HS eta moo. 'I --McePAE Id SR9P-10.0 C109HS Ina Na m ,l Idi TYP SRBP-iD.p C108HS vt Na m r2RNO Id TYP SRSP-10.0 C108HS 41a m FSEE BOW. PLANS OR '� I1�d TYP SRiOP-100 C1210HS m 0d m BINFOR r TYP SR10P-10.0 C1210H5 F SJT419 F� SJT419 )) yU Fame SJA219 F SJST41t0 5 Fm I SJ54110 SJ54110 �, SJST4112 I I `'i / SJST4112 o sSOs REwwEp. ]GRANGE] w1+nE I o rnps REwuRm. �) (aRAN wH11E 1 a STUDS REQUIRED. BLUE WISE I o snps REWIND. I RW I creEENI a snps REW IRm. awe) cREEN I o snps REQUIRED! I. (ewE J cREENI o s50sREWRED. ,� I;._ E RED I R o wasp. p I. RED N pg-9 N I._I P14-9 I PS-9 I._ P8-70 H I., P70-70 (BLUE) N P10-10 (BLUE) Pi2- 2 (GRAY N PiB-12 (YELLOW) SHEET TITLE: EARTHBOUND SEISMIC HOLDOWN SYSTEM INSTALLATION DRAWINGS IAPMO ER-0429 II- (BLACK) SOLID II- (RED) SOLID _I- .ail (BLACK) SOLID EL e.., (BLACK) SOLID '�/I_ SOLID l_!. SOLID 'I FR- SOLID _SOLID 4h�4m I.�I BLKG .ICI BLKG Sny5L0GE5m BLKG DF STUDS/ DF PLATES 1n5L4p BLKG s.NfS}r4 e, J1`*I BLKG DF STUDS/ DF PLATES s>55i4d3Em ICI BLKG OF STUDS/ DF PLATES Ep�����N 5nSb5Bi'OMIRFD ICI BLKG snfSkL4kdP14ED BLKG DF SNOS/ _____DF PLATES... s> ,I III (TYP)5.61 12' R9 mH Sn75k14kdP. m ICI (TYP) 12' R9 2E++ ya e o, I� (TYP) 12' R9 m i FRAMING MANS I� 12' R 12' R10 6,2ce '^R" ya m ICI (TYP) I 12' R10 m .� I� (TYP) 12' R10 m m III (T(P) 12' Rig , Nn 'D .E AM 4 (T ) �- 12' R12 FOR slops MWIRW. „ C9gHSG5 ,Znn o $ rax1‘8. _ slops REWxn. is C99HSG m Fw - steps REWIRm. ip C99HSG FOR _ snps PEWIREp. I$ C1010HSG o 51 F� sups REWRED. I$' Ci010HSG F. rnos REGwum. •$ C1110HSG Fw Soros REOWPED. I$I C1211HSGS 2.o o sups 14454 o. I C1212HSG n sal f n ad B SH 2 SH n ad a SH 2 SN 3 x n sal B SH nail B SH 2 f n ad B SH 2 SN 3 n sii B SH-2 SH-3 REC '� 1 Y,M.,j� ' C�IM FATE: 03�13�18 Sn 2 5H J 2 0H _NED ,*' ) lr' AB PLT: ) _ _ W AB RBG -, **AB PLT: AB R9G .- **AB PLT: ( _I Ag R90 AB PLT: _I AB R10G **AB PLT: _�Y AB R10G *AB PLT:tii u AB RiiG *AB PLY: CITY OF AB RiiG TUKbViLA AB PLY: i9Y�. AB R72G P,;,S';aRt� J 5/8"x3-i/2" SQ CHR. HT: 1-i/2" mYl 5H-2 5H-a 5/8"x3-i/2" 50 1��. CHR. HT: i-1/2" } 5/e"x3-i/2" SQ 1' "'„ CHR. HT: 1-1/2" 5H-2 SN-3 5/8"x3-i/2" SQ CHR. HT: 1-1/2" ...4m*Y}. 5H-2 sx-3 5/8"x3-1 /2" SO CHR. HT: 7-1/2"... I" _ SH-2 SH-3 3/4"x5" SQ l CHR. HT: 7-1/2" j1 sH-2 SH-3 3/4"x5" 50 �'u CHR. HT: 1-i/2" MAY 2 sH-} 3/4"x5" SQ 4 2018 CHR. HT: 2-1 /2" I L 1 SISH 5N-21SN-3 SHEET N0. **USE 5/8"x3-1/2"x5-1/2" PLATE AT RUNS OCCURING AT EDGE CONDITION. **USE 5/8"x3-1/2"x5- /2" PLATE AT RUNS OCCURING AT EDGE CONDITION. **USE 5/8"x3-1/2"x5-1/2" PLATE AT RUNS OCCURING AT EDGE CONDITION. **USE 1"x3-1/2"x8" PL TE AT RUNS OCCURING AT EDGE CONDITION. **USE 1"x3-1/2"68' PLATE AT RUNS PERMIT OCCURING AT EDGE 00001110N. CENTER REII MIDDLETON, INC. ( SC ) ( SD ) ( SE ) ( 5F ) ( 513 ) ( 5H ) ( 51 ) ( SJ ) HOLDOWN RUN DETAILS *NOTE = 9'-0" TYPICAL FLOOR HEIGHT 2-1/2"* MAX PER FLOOR FROM PLUMB CL SLACKJACK0 DEVICE/ (OR COUPLER) FLOOR ABOVE FLOOR JOIST OR SOLID BLOCKS (TYP) REF. STUDS (TYP) PLUMB CL SLACKJACK52 DEVICE (OR COUPLER) FLOOR BELOW ALLOWABLE ROD OFFSET DETAIL / 2 SCALE: NONE END OF SHEAR WALL ANCHOR BOLT NOMINAL (OYCPATION ) ZONE ANCHOR BOLT NOTES: 1. CONTRACTOR SHALL 8E RESPONSIBLE FOR COORDINATION OF WALL TYPE AND FRAMING LAYOUT BEFORE LOCATING ANCHOR BOLTS IN CONCRETE. 2. ALL DIMENSIONS ARE TYPICAL U.N.O. TYP. ANCHOR BOLT PLAN DETAIL SCALE: NONE B SH-2,3 SH-3 OPTIONAL NAILS (TYP) REFERENCE STUDS NOTES: ROD (R) COUPLER 1. HOLDOWN ANCHOR PLATES AB & ROD (R) FULLY PER 6/S4.03. SEATED IN COUPLER 2. SEE 6/S4.03 FOR ANCHOR BOLT END. PLATE REINFORCING. 3. *** 2-1/2" AT R12 ANCHOR BOLT DIAMETER. ANCHOR BOLT AS SPECIFIED PER PLANS. PLATE (SIZE VARIES) ANCHOR CHAIR LEAVE 3 THREADS MIN. EXPOSED TYP. ANCHOR BOLT INSTALLATION DETAIL (T SCALE: NONE SH-2,3 SH —3 NOTE: SOLID BLOCKING, PROVIDE ENOUGH SOLID BLOCKING IN JOIST SPACE TO MATCH WIDTH OF ALL COMPRESSION STUDS OR POSTS OF THE WALL BELOW. END 0 SHEAR STANDARD FRAMiN 0 10 1111111111111, ow to SLACKJACK0 DEVICE PLATE SOLID BLOCKING PER 13/S5.01 2) 2x PLATES ROD (R) AT EQUAL NUMBER OF COMPRESSION STUDS FROM LEVEL BELOW & ABOVE SLACKJACK0 DEVICE PLATE SOLID BLOCKING PER 13/S5.01 2) 22 PLATES ROD (R) AT GREATER NUMBER OF COMPRESSION STUDS FROM LEVEL BELOW TYP. SLACKJACK00 INSTALLATION. DETAIL SCALE: NONE 3 SH-2,3 SH— EXPOSURE N RUN TYPE 5K EDDD FLOOR LEVEL UPI1Fr CALCULATED COLLECTED , YD00 TENSION OREERQIRAL DIFFERENTIAL i C2IWRES9M (DADS LOADS LOADS I OOWFdOu, 2,000 LDS ! 2,000 LBS 2,000 LDS 2,000 LBS 5,000 LBS ! 7,000 LBS ,000 LBS 8,000 LBS 8,000 LBS 15,000 LDS 25.250 LBS 0,250 LBS 10,250 LBS ! 25,250 LBS 1 �W oQ tat 138,000 LBS 12,750 LBS 12,750 LBS 38,000 LBS OUNT AT 4.-6" ABOVE FLOC) o 2L WA�� BRIDGE TRIMMERS SHALL BE 2x MEMBERS ONLY. STUDS REwyvO SEE FRAMING PLANS FOR OF PRE55ION STUDS REQUIRED. 55o5 I4.E4D ED SEE FRAMING PLANS FOR MtNIMUM NUMBER SnosMReOUIREo SEE FRAMING PLANS FOR MUM NUMBER slaLkEPIED duos Rwu RIEo ER AB PLT: 3/4"x5" SO CHR. HT: 2-1/2 mom MJ200 1I 11 1 SPRING !ORANGE (GREEN) 4x6 /6x6 BRIDGE 72" R4 C54 SJA225 YELLOW) BLACK FAA.) R5 C85 SJA428 GREEN !YELLOW (BLACK) R8 C108HS SJT6110 GRAY 1 GREEN P10-1 (BLUE)0 SH-3 SH-3 SR10P-10.0 YP C1210H5 SJS4112 BLUE I RED (RED)12 SOLID BLKG (TYP) 12' R12 C1212HSG H-3 SH- AB R12G 0 C�0 0 o END OF SHEAR WALL 14-8" MAX. & 8"MIN. FP TANDARD ERA. 0 0 SK EWCD FOR CODE COMPLIANCE APPROVED JUN 00 2018 City of Tukwila BUILDING DIVISION SLACKJACK0 DEVICE PLATE BRIDGE - DO NOT NAIL FACE NAILING EACH SIDE (TYP). SEE NOTE #17 FOR ALL REQUIREMENTS BRIDGE TRIMMERS 661.2.0 TYP. BRIDGE INSTALLATION DETAIL SCALE: NONE 70LMol 9 JUN 05 2018 REID MIDDLETON, INC. SH�2.3 SH RECEIVED CITY OF TIJ K W I LA MAY 1 4 2018 PERMIT CENTER PROJECT: STERLING SOUTHCENTER RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 EB CORP JOB N0: 18031 SHEET TITLE: EARTHBOUND SEISMIC HOLDOWN SYSTEM INSTALLATION DRAWINGS IAPMO ER-0429 DATE: 03/13/18 SHEET NO CONTACT: EARTHBOUND 800-944-5669 PATENTS AND PATENTS PENDING. Far ma a Information aeat the Eartnboura Sweem..t 8118//w 0 201B, Ea bound Corporation, All MIAs Raaww5. THIS LAYOUT SHEET IS BASED ON HOLDOWN RUN LOCATIONS SHOWN ON STRUCTURAL PLAN SHEET "S1.03AW" DATED 02/02/18 "STRUCTURAL BID SET". THE CONTRACTOR SHALL NOTIFY EARTHBOUND IMMEDIATELY IF REVISED PLANS THAT MAY AFFECT THE QUANTITY AND LOCATION OF RUNS SHOWN ARE ISSUED . 1DT EARTHBOUND SYSTEM LAYOUT DISCLAIMER 1. THIS LAYOUT SHEET IDENTIFIES EARTHBOUND SYSTEM RUNS FOR CONVENIENCE TO THE SYSTEM INSTALLER AND PROVIDED FOR REFERENCE ONLY REFER TO THE CONSTRUCTION PLANS FOR ALL OTHER INFORMATION. 2. EARTHBOUND CORPORATION HAS NOT CONFIRMED AND IS NOT RESPONSIBLE FOR THE DESIGN, ENGINEERING, CALCULATIONS OR DERIVATION OF STRUCTURAL FORCES RELATED TO THE BUILDING. ANY DESIGN OR DEMAND LOAD INFORMATION USED OR SHOWN ON THESE DRAWINGS HAS BEEN TAKEN FROM THE CONSTRUCTION DOCUMENTS AND HAS NOT BEEN CONFIRMED BY EARTHBOUND. 3. THIS LAYOUT IS NOT FOR CONSTRUCTION WITHOUT SUBSTANTIATION OF REVIEW BY THE RECORD AND THE GOVERNING BUILDING JURISDICTION. 4. THIS LAYOUT IS SPECIFIC TO THE EARTHBOUND SYSTEM AND IS NOT APPLICABLE TO OTHER TIEDOWN SYSTEMS. 5. REFER TO SHEETS SH-1, SH-2 FOR ADDITIONAL NOTES AND INFORMATION. MATCnu5e 4.6 REVIEWED FOR CODE COMPLIANCE T- APPROVED JUN 062018 City of Tukwila BUILDING DIVISION EVI1t WED JUN 05 2018 REID MIDDLETON, INC. RECEIVED CITY OF TUKWILA MAY 1 4 2018 PERMIT CENTER AB LENGTH SCHED LENGTH (in) CONNECTION L1 24 PT SLAB 30 Soffit Step L3 42 Slab Band EARTHBOUND SYSTEM LOCATION LAYOUT SHEET Ea CORP JOB NO. 18031 "X" INDICATES EARTHBOUND SYSTEM HOLDOWN RUNS. "LF INDICATES ANCHOR BOLT LENGTH AND CONCRETE CONNECTION, SEE AB LENGTH SCHEDULE. ALLANCHORS SHALL BE LI UNLESS NOTED OTHERWISE. ALL RUNS ALIGN WITH WALLSABOVE. 03113/1 S SHEET TITLE: EARTHBOUND SE HOLDOWN ISM ncs. THIS SHEET IS INTENDED FOR THE LOCATION OF THE EARTHBOUND HOLDOWNS ONLY REFER TO THE CONSTRUCTION PLANS FOR ALL. OTHER INFORMATION. SHEET NO. SA Jr 0 SA ., SG II 2A 2A 51 THIS LAYOUT SHEET IS BASED ON HOLDOWN RUN LOCATIONS SHOWN ON STRUCTURAL PLAN SHEET "S1.03BW" DATED 02/02/18 "STRUCTURAL BID SET". THE CONTRACTOR SHALL NOTIFY EARTHBOUND IMMEDIATELY IF REVISED PLANS THAT MAY AFFECT THE QUANTITY AND LOCATION OF RUNS SHOWN ARE ISSUED . 7 EARTHBOUND SYSTEM LAYOUT DISCLAIMER 1. THIS LAYOUT SHEET IDENTIFIES EARTHBOUND SYSTEM RUNS FOR CONVENIENCE TO THE SYSTEM INSTALLER AND PROVIDED FOR REFERENCE ONLY. REFER TO THE CONSTRUCTION PLANS FOR ALL OTHER INFORMATION. 2. EARTHBOUND CORPORATION HAS NOT CONFIRMED AND IS NOT RESPONSIBLE FOR THE DESIGN, ENGINEERING, CALCULATIONS OR DERIVATION OF STRUCTURAL FORCES RELATED TO THE BUILDING. ANY DESIGN OR DEMAND LOAD INFORMATION USED OR SHOWN ON THESE DRAWINGS HAS BEEN TAKEN FROM THE CONSTRUCTION DOCUMENTS AND HAS NOT BEEN CONFIRMED BY EARTHBOUND. 3. THIS LAYOUT IS NOT FOR CONSTRUCTION WITHOUT SUBSTANTIATION OF REVIEW BY THE RECORD AND THE GOVERNING BUILDING JURISDICTION. 4. THIS LAYOUT IS SPECIFIC TO THE EARTHBOUND SYSTEM AND IS NOT APPLICABLE TO OTHER TIEDOWN SYSTEMS. 5. REFER TO SHEETS SH-1, SH-2 FOR ADDITIONAL NOTES AND INFORMATION. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 06 2018 • City of Tukwila BUILDING DIVISION RECEIVED ,ITY OF TUKWILA MAY 1 4 2018 PERMIT CENTER AB LENGTH SCHED L# ( LENGTH (In) 11 24 L2 30 CONNECTION PT SLAB Soffit Step L3 42 Slab Band EARTHBOUND SYSTEM LOCATION LAYOUT SHEET Z k • B. CORP JOB N 18031 X" INDICATES EARTHBOUND SYSTEM HOLDOWN RUNS. L#" INDICATES ANCHOR BOLT LENGTH AND CONCRETE CONNECTION, SEE AB LENGTH SCHEDULE, ALL ANCHORS SHALL BE L1 UNLESS NOTED OTHERWISE ALL RUNS ALIGN WITH WALLSABOVE. nre 03/13/18 V0707o�uxoselit noioonm sysrem iocnnox .00 DRAWINGS THIS SHEET IS INTENDED FOR THE LOCATION OF THE EARTHBOUND HOLDOWNS ONLY REFER TO THE CONSTRUCTION PLANS FOR ALL. OTHER INFORMATION. ET NO WALL ASSEMBLIES ASSEMBLY TYPE DETAIL DESCRIPTION FIRE RATING SOUND RATING INTERIOR WALLS - WOOD FRAMED AlF4 TYP. INTERIOR PARTITION G • 5/8" TYPE X GWB • 2X4 WOOD STUDS PER STRUCTURAL 1HR GA WP 3510 NOT RATED X \�• X 518" TYPE X GWB A2 2 HR INTERIOR PARTITION • 2 LAYERS 5/8" TYPE X GWB 2HR GAWP4135 NOT RATED X \( /\ • 2X4 WOOD STUDS PER STRUCTURAL • 2 LAYERS 5/8" TYPE XGWB A3 !1 INTERIOR PARTITION W(PLUMBING • 5/8" TYPE XGWB • 2X6 WOOD STUDS PER STRUCTURAL 1HR 3510 NOT RATED faIX KY • PLUMBING WHERE OCCURS PER PLUMBING PLANSGAWP • N •�DLAYER5t8RTYPDEXGWBWHRENFACINGUNIT LIVING ROOMS AND BEDROOMS A4 2 HR INTERIOR PARTITION W/ PLUMBING • 2LAYERS 58"TYPE XGWB 2HR GA WP 4135 NOT RATED \ /\ u 4 ,! '' / /u\1 • 2X6 WOOD STUDS PER STRUCTURAL • PLUMBING WHERE OCCURS PER PLUMBING PLANS • FILL CAVITY AROUND PIPE W/ BATT INSULATION • 2 LAYERS 5/8" TYPE X GWB A5 TYP. CORRIDOR WALL UNIT SIDE • 5/8'TYPE XGWB /HR GA WP 3242 V SIC 50-54 GA WP 3242 - • ---- -- --- ° Y - -- ---� • 1/2" RESILIENT CHANNEL @16" O.C. • 2X6 WOOD STUDS PER STRUCTURAL SHEATHINGSTRUCTURAL TRCTU (REPLACE W/ 2ND LAYER 5/8"SH • GWB NON CORRIDOR SIDE YWVVwPERSTR @ -SHEAR • 5/8" TYPE X GWB ** NOTE WHERE STRUCTURAL HAS SHEAR PANELS ON BOTH SIDES OF WALL • REPLACE RESILIENT CHANNEL WITH SHEATHING PER STRUCURAL • REPLACE 2X6 WOOD STUDS WITH 2X4 STAGGERED STUDS YCTURA A6 2I IR CORRIDOR UNIT SIDE • 2LAYERS 5/8" TYPE XGWB 2HR • a 01 -9 GA WP 3825 1 / J� • 1/2° RESILIENT CHANNEL @ 16" 0.C. • 2X6 WOOD STUDS PER STRUCTURAL 51/2" BATT INSULATION • SHEATHING PER STRUCTURAL nm WALL 1 HR CORRIDOR WALL SAME ASA5 WALL TYPE IR PANELS ON BOTH CORRIDOR SIDE • V REPLACE RESILIENT CHANNEL - - •THING PER STRUCURAL • REPLACE 2X6 WOOD STUDS WITH 2X4 STAGGERED STUD PER STRUCTURAL A7 TYP. PARTY WALL - .,..... - • 5/8" TYPE X GWB • 2X4 WOOD STUDS PER STRUCTURAL i HR GA WP 3370 STC 45-49 GA WP 3370 _ \ .. ..,...' • 31/2" R-13 BATT INSULATION • 1"AIR SPACE G — -- — -- • MINERAL WOOL FIREBLOCK @ 10' MAX. 0.C. • 2X4 WOOD STUDS PER STRUCTURAL • 31/2" R-13 BATT INSULATION - - --- `- • SHEATHING PER STRUCTURAL (REPLACE W/2ND LAYER 5/8" TYPE X GWB @ NON -SHEAR WALLS) • 5/8"TYPE XGWB +++ ++ pp• %'�a 211R PARTY WALL 2LAYERS 518" TYPE X GWB 2HR GA WP 3820 5�59 GA WP 3820 /.,.,/A`", • 411114 1� • 2X4 WOOD STUDS PER STRUCTURAL • 3112" SPACATT INSULATION "•IR SPACE 1 HR PARTY WALL+ --H Tom/ fi� I fijkliAt - - SAME AS A7 WALL TY P EX O.C. • 31/2"R-13 BATT INSULATION • SHEATHING PER STRUCTURAL • 2LAYERS 58"TYPE XGWB A9 2HR SHAFT WALL •• 2 LAYERS 58" TYPE X GWB 2HR GA WP 4135 NOT RATED • 2X6 WOOD STUDS PER STRUCTURAL 5112" R-21 GATT INSULATION • 2 LAYERS 5/8" TYPE X GWB Al 0 2 HR FIRE WALL ... _,..... • 5/8" TYPE X GWB • 2X4 WOOD STUDS PER STRUCTURAL 2HR GA ASW 0997 STC 60-64 GA ASW 0997 ... ..... • 31/2" R-13 BATT INSULATION • 3/4" AIR SPACE ' 1 ' • MINERAL WOOL FIREBLOCK @ 10' MAX. 0.C. - • 2" STEEL H STUDS @ 24' 0.C. WiliffitRASSWIliSI • 2 LAYERS 1" GYPSUM SHAFT -LINER PANELS • 3/4" AIR SPACE • MINERAL WOOL FIREBLOCK @ 10' MAX. 0.C. • 2X4 WOOD STUDS PER STRUCTURAL • 31/2" R-13 BATT INSULATION • 5/8"TYPE XGWB Al • 2 LAYERS 5/8" TYPE XGWB -' ASW 0997 i1-•4 GA ASW 0997 FA "' " "'-.-- i f9 l WARAW • 2X4 WOOD STUDS PER STRUCTURAL • 3/4" A R BATT INSULATION 2 t IR F/RC WALLIS/ @ LCVCL 3 1 HR FIRE WALL @ LEVEL S G • MINERAL WOOL FIREBLOCK @ 10' r •, .:, I - SAME AS A10 WALL TYPE4EL5 AIRSPACE . - -... ....l ,..- • MINERAL WOOL FIREBLOCK @ 10' MA .:... • 2X4 WOOD STUDS PER STRUCTURAL • 3 I/O R-13 BATT INSULATION • 2LAYERS 58" TYPE X GWB Al G FURRING WALL W/ PLUMBING - • 5/8"TYPE X GWB 2ND LAYER 5/8" TYPE X GWB WHERE FACING UNIT LIVING NOT RATED NOT RATED 2V .:. \ / /u\ ROOMS AND BEDROOMS • 2X6 WOOD STUDS PER STRUCTURAL • PLUMBING WHERE OCCURS PER PLUMBING PLANS -�-..� : ,., --, .,-d- - ::,•-,.> • FILL CAVITY AROUND PIPE W/R-21BATT INSULATION i WALL ASSEMBLIES ASSEMBLY TYPE DETAIL DESCRIPTION FIRE RATING SOUND RATING INTERIOR WALLS - WOOD FRAMED Al • 2 LAYERS 5/8" TYPE X GWB 2HR STC 50-54 M 2HR SHAFT WALL - - --_- - �/�( - - - - • 2X4 STAGGERED WOOD STUDS PER STRUCTURAL •• 3112" R-13 BATT INSULATION 2LAYERS 5/8°TYPE XGWB GA WP 3910 GA WP 3910 Al4UNITSIDE • 515 TYPE X GWB 1 HR STC 50-54 A TYP, CORRIDOR WALL WITH PLUMBING .. ..-- / I • 1/2" RESILIENT CHANNEL @ 16" 0.C. • 2X8 WOOD STUDS PER STRUCTURAL • 51/2" R-21 BATT INSULATION • SHEATHING PER STRUCTURAL (REPLACE W/ 2ND LAYER 5/8 TYPE X GWB @ NON -SHEAR WALLS) • 5/8"TYPE XGWB GA WP 3242 GA WP 3242 •..-_._._ ,t _... _- , , .. CORRIDOR SIDE ,._ ""NOTE WHERE STRUCTURAL HAS SHEAR PANELS ON BOTH SIDES OF WALL • REPLACE RESILIENT CHANNEL WITH SHEATHING PER STRUCURAL • REPLACE 2X8 WOOD STUDS WITH 2X6 STAGGERED STUDS A15 UNIT SIDE • 2LAYERS 518" TYPE X GWB 2HR -_SF2'55-59 - - - - ----,: -- ' - - • 1/2" RESILIENT CHANNEL @16"O.C. • 2X8 WOOD STUDS PER STRUCTURAL U301 GA WP 3825 21 IR CORRIDOR • 51/2" BATT INSULATION WALL WTI I LNG_ 1 HR CORRIDOR ' SAME • SHEATHING PER STRUCTURAL of C.SU, TV.V AS A14 WALL TYPE PANELS ON BOTH WALL WITH � «„- �� t _ V PLUMBING ' CORRIDOR SIDE y REPLACE RESILIENT CHANNEL WITH SH R STRUCURAL • REPLACE 2X8 WOOD STUDS WITH 2X6 STAGGERED STUDS PER STRUCTURAL WALL ASSEMBLIES ASSEMBLY TYPE DETAIL DESCRIPTION FIRE RATING SOUND RATING INTERIOR WALLS - METAL FRAMED B1 INTERIOR PARTITION (NON LOAD BEARING) • 5/8" TYPE X GWB • 35/8"STEEL STUDS @ 24" 0.C. • 5/8" TYPE X GWB NOT RATED NOT RATED — N " j ... .. .. ,.. B2 INTERIOR PARTITION W/ PLUMBING (NON LOAD BEARING) - - - - • 5/8" TYPE X GWB • 6° STEEL STUDS @ 24" O.0 PLUMBING WHERE OCCURS. PER PLUMBING PLANS • FILL CAVITY AROUND PIPE W/ R-21 BATT INSULATION • 5/8" TYPE X GWB • 2ND LAYER 5/8° TYPE X GWB WHERE FACING UNIT LIVING ROOMS AND BEDROOMS NOT RATED NOT RATED N subm y / \/ \i t -"- -- - - B3 CORRIDOR WALL (NON LOAD BEARING) CORRIDOR SIDE • 5/8"TYPE XGWB • 1/2" RESILIENT CHANNEL @16" 0.C. • 6" STEEL STUDS @ 24" 0.C. • 51/2° R-21 BATT INSULATION • 5/8" TYPE X GINS 1HR UL V489 STC50-54 GA WP 1047 _-...- / UNIT SIDE pp 44 PARTY WALL (NON LOAD BEARING) • • 2 LAYERS 5/8" TYPE X GWB, STAGGERED SEAMS • 21/2' STEEL STUDS @ 24" 0.C. • 2112" R 10 BATT INSULATION • 1°AIR SPACE • 21/2" STEEL STUDS @ 24" 0.C. • 21/2° R-10 BATT INSULATION • 5/8" TYPE X GWB 1 HR UL V469 STC 50-54 GAWP 5017 �� GI ' B5 J 2 HR SHAFT WALL (NON LOAD BEARING) • • 2 LAYERS 5/8" TYPE X GWB 6' STEEL STUDS @ 24" O.C. • 51/2" R-21 BATT INSULATION • 2 LAYERS 518" TYPE X GWB 2HR GA WP 1522 STC 55-59 GAWP 1522 :'' B6 2HR SHAFT CLOSURE WALL (NONLOAD BEARING) • 2 LAYERS 58" TYPE X GWB • 6° STEEL C-H STUDS @ 24" 0.C. • 1"BATT INSULATION 1" GYPSUM SHAFT -LINER PANELS 2HR GA WP 7054 NOT RATED � ( \/\/y !�y /� ( \/\/• - ` .. B7 CORRIDOR WALL W/ PLUMBING (NON LOAD BEARING) CORRIDOR SIDE • 5/8" TYPE X GWB • 1/2" RESILIENT CHANNEL @ 16" 0.C. • 8" STEEL STUDS @ 24" 0.C. • 51/2" R-21 BATT INSULATION • FILL STUD CAVITY AROUND PLUMBING W/BATT INSULATION • 5/8" TYPE X GWB 1 HR UL V489 STC 50-54 GA WP 1047 -: - ( UNIT SIDE B8 VTAC ENCLOSURE (NON LOAD BEARING) • 5/8°TYPE XGWB • 1 5/8" STEEL STUDS @ 24" O.C. • R-8 BATT INSULATION • 5/8' TYPE XGWB NOT RATED NOT RATED ._. -.. ..... B9 GWB FURRING • 5/8" TYPE X GWB • 7/8" HAT CHANNEL @ 24" 0.C. NOT RATED NOT RATED m a g l a s B1 U 2 HR INTERIOR PARTITION (NON LOAD BEARING) I • 2 LAYERS OF 5/8" TYPE X GWB • • 2L YERS OF TYP XGWB INSULATION 2HR WP 1548 STC 50-54 WP 1548 t j\/\ X) .G SEPARATE PERMIT REO IRED FOR: Mecharncal u/Electr cal LiT' Plumbing 196 Gas Piping City of Tukwila BUILDING DIVISION REVISIONS , changes shah be made to tee scope of work wnnout mot anproyai of the Tukwila Budding ()moon )TE: Revisions coil require a new plan lal and may inCluee additional plan rev RECEIVED CITY OF TUKWILA MAY 0 2 2019 PERMIT CENTER REVISIONNO,J1 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 21 2019,',,EA City of Tukwila BUILDING DIVISION URrAL ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East sumo too Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 9776 i REGISTERED RCHITECT HAD Acil WASHEwr, 1 STATE OF WASHINGTO DATE 10.30.2018 consultant logo protect name MARVELLE SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 411 BAKER BOULEVARD, TUKWILA, WA 9618a av key plan Fl � 6 Permit No. 0. Plan revew approvaos subject to e088 and sswns Approval of construction comments doss IOT me Ine v o at on of any awned code or alo nonce Retool of approved Feb Copy PIM conetkons s acknowiengen. By (Jaw �9 ap Ba7�9 suomItta's/rev,slons 100%SO PROGRESS PRINT 09.07.2011 - BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT LF 1206.2017 BP CORR1160% CD CHECK SET 1 0110.2018 BID SET REVISIONS 0209.2018 BP CORR2 2 0202.2018 100%CD 02092018 SMOKE CONTROL SUBMITTAL 03292018 (ISSUED FOR CONSTRUCTION SET 06.152018 POST BP CORR 1 TO REV 4 0815.2018 ,BP REVS 1U.30.2018 .BP REV 11 11 05.01.2019 drawing title WALL TYPES draw no 1 ef ormattbe DATE 10302018 ________ SCALE 11/2"=1'-0"�-�� DRAWN PJ JOB # 1] 004 ...... .. _.. copyreht teo ..a, "r u,n=sh ber �tt3 6• ® w•'1. ASI-019 2019-05-01 WALL ASSEMBLIES ASSEMBLY TYPE DETAIL DESCRIPTION FIRE RATING SOUND RATING CONCRETE WALLS C1 TYP. CONCRETE WALL EXTERIOR ABOVE GRADE BELOW GRADE EXTERIOR ABOVE GRADE: • ELASTOMERIC COATING PER BE EXTERIOR BELOW GRADE: • DRAINAGE MAT • WATERPROOFING MEMBRANE PER BE • CONCRETE WALL PER STRUCTURAL, 6.2" MIN. THICKNESS 3HR IBC TABLE 721.1(2), ITEM 4-1.1 NOT RATED III III III ) _I -- INTERIOR C2 CONCRETE WALL W/ GWB FURRING • 5/8°TYPE XGWB 7/8" HAT CHANNEL @ 24" O.C. CONCRETE WALL - SEE ASSMEBLY C1 NOTE: PROVIDE HAT CHANNEL & GWB ON BOTH SIDES OF CONCRETE WALL WHERE INDICATED PER PLAN. 3HR IBC TABLE 721.1(2), ITEM 4-1.1 NOT RATED ---• P /7 C3 CONCRETE WALL W/ INSULATION UNCONDITIONED • CONCRETE WALL -SEE ASSEMBLY CI 1" RIGID INSULATION @ R-4.2 • 2 1/2" STEEL STUDS @ 24" 0.C. • R-10 MINERAL FIBER BATT INSULATION • 5/8" TYPE XGWB 3HR BC TABLE 721.1(2), ITEM4-1.1 NOT RATED (p _ •, � ,- r CONDITIONED C4 CMU WALL • 8" CMU, RUNNING BOND, FILL CELLS WITH GROUT 3 HR BC TABLE 721.1(2), ITEM 3-1.4 NOT RATED - " I C5 CMU WALL W/ INSULATION• UNCONDITIONED • 8" CMU, RUNNING BOND, FILL CELLS WITH GROUT • 1" RIGID INSULATION @ R-4.2 • 21/2" STEEL STUDS @ 24° 0.C. R-10 MINERAL FIBER BATT INSULATION • 518" YPEXGWB 3 HR IBC TABLE 721.1(2), ITEM3-1.4 NOT RATED III `� CONDITIONED C6 EXTERIOR CONCRETE WALL W/ BRICK VENEER EXTERIOR • BRICK VENEER PER ELEVATIONS • BRICK TIES PER STRUCTURAL • 1 1/2" AIR SPACE • WATERPROOFING PER BE • • CONCRETE WALL - SEE ASSEMBLY Cl 3HR IBC TABLE 721.1(2), ITEM 4-7.1 NOT RATED --�---- • INTERIOR- UNCONDITIONED C7 INTERIOR STACKED S WALL CMU WALL & MTL FRAMED WALL C4 WALL BELOW: • 5 COURSES OF 8" CMU, RUNNING BOND, FILL CELLS WITH GROUT B10 WALL ABOVE: • 2 LAYERS OF 5/8" TYPE X GWB STUDS @24°O.C. • B5/8°ATT STEEINSULATION • BATT INSULATION • 2 LAYERS OF 5/8" TYPE X GWB 2 HR WP 1548 STC 50-54 WP 1548 . 1 WALL BELOW n— --1 -' ^ -- a WALL ASSEMBLIES ASSEMBLY TYPE DETAIL DESCRIPTION FIRE RATING SOUND RATING EXTERIOR WALLS E1 TYP. EXTERIOR WALL -WOOD FRAMED EXTERIOR • CLADDING PER ELEVATIONS • IX P.T. WOOD FURRING 1 HR GAWP 8105 NOT RATED ? L ppX�\\ T / /X I \` \ a � n n x/ x/ • WRB • 5/8" TYPE X EXTERIOR GYPSUM SHEATHING • 2 X 6 WOOD STUDS PER STRUCTURAL • IBATT INSULATION - INTERIOR - - • 5/8"G TYPE X E2 EXTERIOR • CLADDING PER ELEVATIONS • 1X RT. WOOD FURRING GA WP 8415 2 HR RATED FROM INTERIOR ONLY PER IBC ,RATED © X/ X 1� - - / SAME • WRB ^-��^ �.00�^ ��� LNG ASE1 WALL TYPE 21 IR EXTERIOR WREXTERIO FRAMED 1 HR EXTERIOR WALL - WOOD FRAMED - RIOR .. - • 2 LAYERS 5/8 TYPE X GWB E3 METAL FRAMED EXTERIOR WALL W/ FC CLADDING EXTERIOR • FIBER CEMENT CLADDING PER ELEVATIONS IHR GA WP 8105 NOT RATED :.. • 7B` GALVANIZED STEEL HAT CHANNEL • 2' R-8.4 SEMI -RIGID MINERAL FIBER INSULATION - . _ _ '.. _ . • WRB • 5/8° TYPE X EXTERIOR GYPSUM SHEATHING • 6" STEEL STUDS @ 24" 0.C. • R-19 BATT INSULATION • 5/8" TYPE X GWB INTERIOR EA 4 METAL FRAMED EXTERIOR WALL W/ METAL CLADDING EXTERIOR • FLAT METAL PANEL CLADDING PER ELEVATIONS • 7/8" GALVANIZED STEEL HAT CHANNEL 1 HR GA WP 8105 NOT RATED a W o�®� 1 INef S u M l I • 2" R-8.4 SEMI -RIGID MINERAL FIBER INSULATION • WRB irrirfirirrIrly - --:- • 5/8" TYPE X EXTERIOR GYPSUM SHEATHING • 6" STEEL STUDS @ 24" O.C. • R-19 BATT INSULATION • 5/8"TYPEXGWB INTERIOR E5 METAL FRAMED EXTERIOR WALL W/ METAL CLADDING - 10° STUD EXTERIOR • FLAT METAL PANEL CLADDING PER ELEVATIONS • 7/8" GALVANIZED STEEL HAT CHANNEL 1 HR GA WP 8105 NOT RATED _ - • 2° R-8.4 SEMI -RIGID MINERAL FIBER INSULATION - % - . • WRB • 5/8" TYPE X EXTERIOR GYPSUM SHEATHING • 10" STEEL STUDS @ 24" O.C. • 101/4° R-38 BATT INSULATION, INSTALL TIGHT TO EXTERIOR SHEATHING • 5/8" TYPE XGWB INTERIOR E6 METAL FRAMED EXTERIOR WALL W/ BRICK VENEER EXTERIOR • BRICK VENEER PER ELEVATIONS • BRICK TIES PER STRUCTURAL HR GA WP 8105 NOT RATED • 11/2" AIR SPACE • 2" R-8.4 SEMI -RIGID MINERAL FIBER INSULATION - - • WRB • 5/8° TYPE X EXTERIOR GYPSUM SHEATHING ---'• 6" STEEL STUDS @24"O.C. • R-19 BATT INSULATION • 5/8" TYPE X GWB INTERIOR E7 METAL FRAMED EXTERIOR WALL W/��� BRICK VENEER - NON INSULATED EXTERIOR • BRICK VENEER PER ELEVATIONS BRICK TIES PER STRUCTURAL 1 HR GAWP 8105 NOT RATED �� • 1 1/2" AIR SPACE • WRB -- ... `7 J • 5/8" TYPE X EXTERIOR GYPSUM SHEATHING "�"� • 5/STPL STUDS @ 24" O.C. • 5l8"TYPE XGWB INTERIOR -UNCONDITIONED E8 METAL FRAMED EXTERIOR WALL W/ METAL CLADDING - NON INSULATED EXTERIOR • FLAT METAL PANEL CLADDING PER ELEVATIONS • WRB 1 HR GAWP 8105 NOT RATED J - • 5/8" TYPE X EXTERIOR GYPSUM SHEATHING -- - - - - • - • 6" STEEL STUDS @ 24" 0.C. • 5/8" TYPE XGWB INTERIOR - UNCONDITIONED E9 METAL FRAMED EXTERIOR WALL W/ METAL CLADDING - NON INSULATED EXTERIOR • FLAT METAL PANEL CLADDING PER ELEVATIONS1 HR GA WP 8105 NOT RATED WRB 5/8" TYPE X EXTERIOR GYPSUM SHEATHING • 6" STEEL STUDS @ 24" O.C. XTGDS@ 24" O.C. 8 STEEL INTERIOR • UNCONDITIONED RECEIVED CITY OF TUKWILA MAY 0 2 2019 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 21 2019 City of Tukwila BUILDING DIVISION REVISION NO.11_ U R A E ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 hcense 9T76'REGISTERED ARCHITECT QJ cr1AOAp LNT% STATE OF WASHI NGTO, DATE 10.30.2018 consultant log¢ p"qect name MARVELLE SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 411 BAKER BOULEVARD, TUKWILA, WA 98188 key plan aubltMl / evmions — __ 100% SD PROGRESS PRINT 0907.2017 ......__.... 0..__ BUILDING PERMIT BET 10.31.2017 FOUNDATION ONLY PERMIT Ft 12.06.2017 BP CORR 1 I S0 % CD CHECK SET i 0110.2018 BID SET REVISIONS 02 09.2018 BP CORR2 2 03.022018 100%CD 03.09.2018 SMOKE CONTROL SUBMITTAL 03.29.2018 ISSUED FOR CONSTRUCTION SET& 06.15.2018 POST BP CORR 7 TO REV 4 Z 08.15.2018 BP REV g 1930.2018 BP REV 11 11 05.01.2019 draw,,g title WALL TYPES drawl, information DATE 1030.2018 SCALE 11/2" =1.-0"--..._..._ DRAWN PJ JOB 00 17-004 copyright to "mh�.rno"""rv�i sheet number ASI - 019 2019-05-01 ''.... FLOOR ASSEMBLIES ASSEMBLY TYPE DETAIL DESCRIPTION FIRE RATING SOUND RATING F1 SLAB ON GRADE • FINISH FLOOR PER I.D. PLANS NOT RATED NOT RATED I--° - - - - • CONCRETE SLAB ON GRADE PER STRUCTURAL • VAPOR BARRIER PER B.E. • FREE GRAVEL BASE PER GEOTECH REPORT - I771 I — I —1 —II -DRAINING I- F2 TYP. CONCRETE SLAB W/ SUSPENDED CEILING C1 RPEt HARDSURFACE FLOORING HARD SURFACE FLOOR: • FINISH FLOOR PER I.D. PLANS 3HR IBC TABLE 721.1(3), ITEM 1-1.1 NOT RATED _-__ -____ • 1/4° ACOUSTIC ISOLATION MAT CARPET: • CARPET PER I.D. PLANS • CONCRETE SLAB PER STRUCTURAL, 6.2" MIN. THICKNESS • GWB SUSPENDED CEILING SYSTEM • 5l8" GWB, HEIGHT PER RCPs F3HARDSURFACE CONCRETE SLAB OVER UNCONDITIONED SPACE CONDITIONED CARPEr HARD SURFACE HARD SURFACE FLOOR: FINISH FLOOR PER ID. PLANS 3 HR IBC TABLE 721.1(3), ITEM 1-1.1 NOT RATED • 1/4" ACOUSTIC ISOLATION MAT CARPET: - =: • CARPET PER I.D. PLANS • CONCRETE SLAB PER STRUCTURAL, 6.2' MIN. THICKNESS • R-38 BATT INSULATION WI PSK LINER, PINNED FLUSH TO UNDERSIDE OF SLAB I I I i I UNCONDITIONED F4 CONCRETE SLAB OVER EXTERIOR INTERIOR CARPET HARDSURFACE FLOORING HARD SURFACE FLOOR: • FINISH FLOOR PER I.D. PLANS 3HR IBC TABLE 721.1(3), ITEM 1-1.1 NOT RATED -. • 1/4" ACOUSTIC ISOLATION MAT CARPET: �° �wau� -- • CARPET PER I.D. PLANS • CONCRETE SLAB PER STRUCTURAL, 6.2" MIN. THICKNESS • LIGHT-GUAGE STEEL SOFFIT FRAMING WI 6" R-39 FOIL - FACED POLYISO RIGID INSULATION • 5/8" TYPE X EXTERIOR GYPSUM SHEATHING • WRB • FIBER CEMENT PANEL SOFFIT EXTERIOR F5 TYP. FRAMED FLOOR/CEILING CARPET HARDSURFACE FLOORING HARD SURFACE FLOOR: • FINISH FLOOR PER I.D. PLANS HR IBC TABLE 721.1(3), ITEM 21-1.1 NOT RATED -'. ."" "' • 1° GYPSUM: CEMENT TOPPING • 1/4" ACOUSTIC ISOLATION MAT WAVIRMARAIM ,. ��_, Ili CARPET: • CARPET PERI.D. PLANS • 1 1/4" GYPSUM CEMENT TOPPING • FLOOR SHEATHING PER STRUCTURAL •• WOOD I -JOISTS PER 3 1/STRUCTURAL 22 BATT INSULATION NEL • 21ILAYERS I5/8" TYPEENT NX GWB FS.b LEVEL 4 FRAMED • FLOOR/CEILING CARPET HARDSURFACE FLOORING HARD SURFACE FLOOR: • FINISH FLOOR PER I.D. PLANS 2HR Gs . 1 N• •• D —_ • 1' GYPSUM CEMENT TOPPING • I/O" ACOUSTIC ISOLATION MAT �,��, ,� �, / -„-, , - _ �I I��) CARPET: • CARPET PER I.D. PLANS 17d° T;YPCI IM !`.FAAF - •PIN; SAME AS...F5 ASSEMBLY 31/2 BATT INSULATION • 3 LAYERS 5/8" TYPE X GWB • 7/8" HAT CHANNEL • 1 LAYER 5/8 TYPE X GWB F6 LEVEL 4 FLOORICEILING OVER AMENITY ROOMS • cARPEr HARDSURFACE FL00880 HARD SURFACE FLOOR: • FINISH FLOOR PER I.D. PLANS 55 STC MIUSENSI • 1" GYPSUM CEMENT TOPPING • 1/4" ACOUSTIC ISOLATION MAT CARPET: • CARPET PER I.D. PLANS • 1 1/4° GYPSUM CEMENT TOPPING • FLOOR SHEATHING PER STRUCTURAL • WOOD I -JOISTS PER STRUCTURAL • 3112 BATT INSULATION • 1 LAYER 518" TYPE X GWB •. 1/2" RESILIENT CHANNEL _.. ... ., „.. ,.:. .. ..,., .,.._,. ,.. • 2 LAYERS 5/8" TYPE X GWB F7 CONCRETE SLAB OVER CONDITIONED SPACE UNCONDITIONED • CONCRETE SLAB PER STRUCTURAL, 6.2" MIN. THICKNESS • R-38 BATT INSULATION W/PSK LINER, PINNED FLUSH TO UNDERSIDE OF SLAB 3 HR IBC TABLE 721.1(3), ITEM 1-1.1 �_ NOT RATED ,,' .I a ;' • GWB SUSPENDED CEILING SYSTEM W/ 6" R-39 FOIL -FACED POLYISO RIGID INSULATION • 5/8" GWB, HEIGHT PER RCPs CONDITIONED FLOOR ASSEMBLIES ASSEMBLY TYPE DETAIL DESCRIPTION FIRE RATING SOUND RATING F8 CONCRETE SLAB UNCONDITIONED UNCONDITIONED • CONCRETE SLAB PER STRUCTURAL, 6.2" MIN. THICKNESS 3HR IBC TABLE ITEM 1-1.1 NOT RATED ROOF ASSEMBLIES ASSEMBLY TYPE DETAIL DESCRIPTION FIRE RATING SOUND RATING R1 TYP. FRAMED ROOF ROOFING MEMBRANE • 1/4 GYPSUM COVERBOARD •RIGID INSULATION, SLOPED TO DRAIN PER PLANS, 6" MIN. THICKNESS, R-39 AVG. • SELF -ADHERED MEMBRANE • ROOF SHEATHING PER STRUCTURAL • WOOD I -JOISTS PER STRUCTURAL • 1/2" RESILIENT CHANNEL • 2 LAYERS 5/8' TYPE X GWB HR IBC TABLE 721.1(3), ITEM 21-1.1 NOT RATED 6MMppR pMp� 6'��Mp?9�@@CCBg6Cp� p91.Mr � pW :&a"••a 10�®qR� .gMMppg 'M'M6ppO.pp M ppp,�ppS9M999, lii• t— T .. __-��— — Y — — R2 CONCRETE SLAB @ COURTYARD ROOF OECK GREEN ROOF ROOF DECK: • PRECAST CONCRETE PEDESTAL PAVERS PER LANDSCAPE PLANS • PROTECTION BOARD GREEN ROOF: • GREEN ROOF TRAY SYSTEM PER LANDSCAPE PLANS • DRAINAGE MAT • ROOFING MEMBRANE • CONCRETE SLAB PER STRUCTURAL, SLOPED TO DRAIN PER PLANS, 6.2" MIN. THICKNESS 3HR IBC TABLE 721.1(3), ITEM 1-1.1 NOT RATED ORM.. ':. -'"1Ti=I _ _ 1 1_ 1 1 1 _1 1 11_ UNCONDITIONED RECEIVED CITY OF TUKWILA MAY 022019 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED MAY 21 2019 City of Tukwila BUILDING DIVISION REVISION NO,11_ URBAL ARCHITECTURE URBANIRURAL 1938 Fairview Avenue Eaet SUITE too Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 9T7' REGISTERED ARCHITECT �� CHADA A EMZ 'CA'IL OF SNINCIOh DATE 10.30.2018 corsW.ant logo poie<t name MARVELLE SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 411 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submittalsj,s, 100°% SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT A 1206.2017 BP CORR 1 f 80%CD CHECK SET1 0110 2018 BID SET REVISIONS 8A 02092010 BP CORR2 03022018 100Y CD 03092018 SMOKE CONTROL SUBMITTAL 03292016 ISSUED FOR CONSTRUCTION SET W.152018 POST BP CORR. 1TO REV 4 Q 0E15.2018 BP REV9 /, 10.302018 BP REV II 11 05012019 dra.,Png acre FLOOR/CEILING TYPES drawing Information DATE 10.30.2018 SCALE 11/2" =1'-0" DRAWN PJ JOB 8 17-004 pYri9ht of Ur sheet number ASI - 019 2019-05-01 L2.01 STRUCTURAL SOIL EXTENTS L�O� 1 STRUCTURAL SOIL EXTENTS 01 PEDESTRIAN LIGHT FIXTURES PER CITY OF TUKWILA STANDARDS NEW 18"-HIGH KEYSTONE RETAINING WALL, SEE DETAIL SHEET L2.02 AND CIVIL PLANS EDGE OF BUILDING ABOVE, TYP. PROTECT EXISTING TREES ON ADJACENT PROPERTY, TYP. POWER LINE 36" DEEP COMM LINE 34" DEEP DUCT BANK/POWER CONDUITS 36" TO 24 DEE I0 I— � - - - - - IDE SIDEWALK W/ 2' X 2' SCORING - - - - - - - - - - -- -I - - -- - - - o_ BAKER BLVD.' e --"•1111MMI s EVVr j ' Awl "...a, ROB ' 7 ./F1Wirr siavo+I ��a III Ivy$ I8" HIGH CIP CONC. RAISED L2.01 PLANTER FRAME, TYP, 4' X 6' @ 20' O.C. AND 2'-0" MIN. FROM BACK OF CURB MIMI GO REINERNiiiPiriK e @ mar e�l� Lowyw7 Tie -TRJE P Z� BERINNIt G NEW 18"-HIGH KEYSTONE RETAINING WALL, SEE DETAIL SHEET L2.02 AND CIVIL PLANS OGROUND LEVEL LANDSCAPE PLAN 3132' =1'-0" BIKE RACKS, Pam" ' 8 CITY OF TUKWILA L202 STANDARDS 6' IT BENCH L2,02 STRUCTURAL SOIL EXTENTS : 1 U O STEPS UP; SEE ARCHITECTURAL p 1I 1 11 1 411r111.11611.117411111111111111711.0:17_ 1.,_ IomI _.— ; n: j''11,142,,Magn2citr 0 1 ue *4 04014, 4:1©s 4. tigirypti m;371:)I �ow. refl I NORTH COMM LINE 24" DEEP RAISED TO 34" AT WEST END •LE_CD(P) PO(f FILE GPDXin Pa1mlt Na iSiDV Nan renew approvals sublet: to errors ano oalssanS. Approval of consoucl on moments apes oauthorize the v prat on of any apoplea cpUe m ra nancepace of ov SF eCpov ant Co ctc to S/s?7zo REVISIONS No changes shall be Made to the scope of wore w Input or or approval of the Tukwla Bultlnq D vson. NOTE Rev ohs will moues a new plan subm,tai and may include atl2 t on al pan review, EXISTING UTILITIES TO REMAIN STRUCTURAL SOIL EXTENT DUCT BANK 24" DEEP FROM TOP OF SIDEWALK SEPARATE PERMIT RE UIRED FOR: _3 Mechanical U Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION L2.01 EDGE OF BUILDING ABOVE, TYP. PLANTING BED W/ SHRUBS 4 GROUNDCOVER I I' -WIDE SIDEWALK W/ 2' X 2' SCORING PEDESTRIAN LIGHT FIXTURES PER CITY OF TUKWILA STANDARDS 18" HIGH CH. CONC. RAISED PLANTER FRAME, TYP. 3' X 6' @ 20' L2.01 O.C. AND 2'-0" MIN. FROM BACK OF'- CURB STRUCTURAL SOIL EXTENTS COMM LINE 30" TO 36" DEEP DUCT BANK 24" DEEP FROM TOP OF SIDEWALK STRUCTURAL SOIL EXTENTS GENERAL NOTES L2.01 REVIEWED FOR CODE COMPLIANCE APPROVED L2. MAY 07 7Q1,Q City of Tukwila UILDING DIVISION REVISION NO 10 1. SEE L100 SHEET SERIES FOR ADDITIONAL PLAN AND INFORMATION. 2. SEE L200 SHEET SERIES FOR PLANTING & IRRIGATION SCHEDULES, NOTES AND DETAILS. 3. ALL PLANTING IN PUBLIC R.O.W. SHALL BE PER CITY OF TUKWILA STANDARD PLANS AND SPECIFICATIONS. 4. NO STAKING NEEDED FOR NEW TREES. 5. ALL BURLAP, STRING AND BASKETS MUST BE REMOVED FROM THE TREES UPON PLANTING. 6. ALL PLANTING AREAS TO RECEIVE IRRIGATION SYSTEM THAT INCLUDES TRADITIONAL IRRIGATION HEADS AND/OR DRIP IRRIGATION, 0' 20' RECEIVED SLEEVING, LATERALS, CONTROL VALVES, GATE CITY OF TUKWILA VALVES AND QUICK COUPLERS. TRADITIONAL IRRIGATION SYSTEM TO BE FURTHER DESIGNED 2\ //'' MAR 28 2019 7 DURING BUILDING PERMIT PHASE. D11- V �1/ V PERMIT CENTER MASTERTER DURING CONSTRUCTION BU LOCATEDIONOU IN BUILDING DURING CONSTRUCTION DOCUMENT PHASE. URBAL ARCHITECTURE URBAMISUSAL 1938 Fairview Avenue East SUITE 108 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 0 MB FAZ I O ASSOCIATES INC LANDSCAPE ARCHITECTS 102 NW Canal Street Seattle, WA 98107 T. 206-774-9490 www.fazloassoclates,com project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD TUKWILA, WA 98188 key plan submittals/roaslane 100%SD PROGRESS PRIM 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNOATIONONLY PERMIT i 12.06.2017 BP CORR 1 i60%CO CHECK SET 1 01.10.2018 BID SET REVISIONS 0209.2018 RP CORR.2 2 03.02.2018 100%CD 03.09.2018 SMOKE CONTROL SUBMITTAL 03/9.2018 ISSUED FOR CONSTRUCTION SET^ 06.16.2019 BP REVISION ID 03.18.2019 drawing title GROUND LEVEL LANDSCAPE PLAN drawing information DATE 06.15.201E SCALE SEE PLANS DRAWN VW JOB# 17-006 copyright mks uroa swnweu.., n3e Naesmr. Paa nrw mmw b eV �omw wmwtr nwn. m s9. aew.nne As ea.n w �le90 Nth9 R9 R00a°OFI�L.aba- h 0 ova mMnb�elWm ON Iv�6tlFA �•"• sheet number '4 '# ig r Q OGROUND LEVEL IRRIGATION PLAN POINT OF CONNECTION, DCVA TO BE LOCATED IN SPRINKLER ROOM OFF OF 4" DOMESTIC LINE; COORDINATE WITH PLUMBING RAIN SENSOR MOUNTED TO SIDE OF BUILDING AT LEVEL 2, CLEAR OF ANY OVERHANGS OR OVERHEAD OBSTRUCTIONS NORTH LATERAL SHOWN IN PAVED AREA F GRAPHICAL CLARITY ONLY - LOCAT ADJACENT PLANTING BED GENERAL NOTES 1. SEE L100 SHEET SERIES FOR AND INFORMATION, 2, SEE L200 SHEET SERIES FOR IRRIGATION SCHEDULES, NO 3. ALL PLANTING IN PUBLIC R.O. CITY OF TUKWILA STANDARD SPECIFICATIONS. 4. NO STAKING NEEDED FOR NE 5. ALL BURLAP, STRING AND BA REMOVED FROM THE TREES 6. ALL PLANTING AREAS TO RE SYSTEM THAT INCLUDES TR IRRIGATION HEADS AND/OR D SLEEVING, LATERALS, CONT VALVES AND QUICK COUPLE IRRIGATION SYSTEM TO BE F DURING BUILDING PERMIT PH 7. MASTER CONTROLLER TO BE BUILDING DURING CONSTRUC PHASE. CEIVE ADITIONAL ROL URAIL ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East suaeroo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com OK E IN T 206-257-0972 consultant logo OF g� g�Z�O V9V- WI 0U Qa ®W 8 0� Lea] D NI alto-d, 8 J .-m project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD TUKWILA, WA 98188 key plan submittals/revisions 100% SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT 1206.2017 8P CORR. 1160%CD CHECK SET 1 01.10.2018 BID SET REVISIONS A 02.09.2018 BP CORR.2 100%CO 03.09.2018 SMOKE CONTROL SUBMITTAL 03.29.2018 ISSUED FOR CONSTRUCTION SET 06.15.2018 BP REVISION 0 03.28.2019 drawing title REVIEWEC OR CODE COMP,-03.022018 APPROVE �NCE GROUND LEVEL MAY 07 `il City of Tulle IRRIGATION la PLAN BUILDING DL//SION ADDITIONAL 'LANS drawing Information PLANTING & "ES AND DETAILS. DATE 06.15.2018 W. SHALL BE PER SCALE SEE PLANS PLANS AND DRAWN VW W TREES, JOBft 17-006 copyright SKETS MUST BE .16 U. U°tl6/0611*110.0 wmr.o. P. menva eve.A.,..197 JPON PLANTING. IRRIGATION w Bk. ' ' 0, edimxm°"or', ms w mauwuau�..°o0w .auw°�"°e w urow wnrow.. F'ii '" sheet number RIP IRRIGATION, VALVES, GATE IS. TRADITIONAL URTHER DESIGNED ASE. LOCATED IN 1 ®"-} 1TION DOCUMENT RECE,ED CITY OF 1 JRWILA MAR 2 ,019 REVISION NO.R 9CR0.91n ELAI'tLlt 2X ROOT ZONE X' DRIPLINE FENCING/ROOT PROTECTION -CH AI N LI N K FENCING TO BE PROVIDED AND MAINTAINED AT DRIPLINE AT ALL TIMES. SURFACE PROTECTION WITHIN DRIPLINE SHALL REQUIRE; 6"-DEPTH MULCH LAYER, 3/4" PLYWOOD AND STEEL PLATES. V/t X' DRIPLINE DRIPLINE ZONE- 1. NO STORAGE, HEAVY EQUIPMENT USE, STOCK PILING, OR GROUND DISTURBANCE ALLOWED, 2. LIMITED TRENCHING ALLOWED. EXCAVATION BY HAND OR WITH HAND -DRIVEN TRENCHER MUST BE APPROVED BY ARBORIST. 3. SEVERNG OF ROOTS LARGER THAN 2" DIA, REQUIRES ARBORIST'S APPROVAL. 2x ROOT ZONE ROOT ZONE - I. OPERATION OF HEAVY EQUIPMENT AND PILING OF HEAVY MATERIALS REQUIRES ARBORIS5S APPROVAL. 2. TRENCHING WITH HEAVY EQUIPMENT ALLOWED UNDER ARBOKIST'S SUPERVISION AND IF 2/3 OR MORE OF THE ROOT ZONE 15 UNDISTURBED. ADDITIONAL NOTES - I. 6' HIGH CHAINUNK FENCE SHALL COMPLETELY ENCIRCLE TREE(5). INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS, 2. TREATMENT OF ROOTS EXPOSED/DAMAGED DURING CONSTRUCTION: ROOTS OVER I" DIAM., MAKE A CLEAN STRAIGHT CUT TO REMOVED DAMAGED PORTIONOF ROOT. ALL EXPOSED R00T5 SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP AND COVERED WITH SOIL AS SOON AS POSSIBLE. O1 TREE PROTECTION N01 TO SCALE TREE_PROT TREE ROOTBALL SET ROOT CROWN 1 " ABOVE FINISH GRADE. MULCH: 2" DEPTH ALLOW 2" CLEAR FROM TRUNK. FINISH GRADE 3" HEIGHT SOIL SAUCER. INSTALL AT EDGE OF PLANTING PIT. 1 IMAX. i .,111 P IT Ftom AMENDED SOIL SCARIFY SUBGRADE ALL BURLAP, STRINGS AND BASKETS MUST BE REMOVED FROM TREE UPON PLANTING N, IM 'Tr MIN 2x WIDTH OF ROOTBALL TREE ROOTBALL. SET ROOT CROWN I" ABOVE FINISH GRADE. MULCH: 2" DEPTH ALLOW 2" CLEAR FROM TRUNK. FINISH GRADE " HEIGHT SOIL SAUCER. INSTALL AT EDGE OF PLANTING PIT. AMENDED SOIL SCARIFY SUBGRADE ALL BURLAP, STRINGS AND BASKETS MUST BE REMOVED FROM TREE UPON PLANTING DECIDUOUS TREE PLANTING P_aectree O CONIFER TREE PLANTING NOT TO SCALE NOT TO SCALE AMENDED SOIL — SCARFED SUBGRADE— TYP GROUNDCOVER PLANTED AT NURSERY LEVEL (POTTED PLANTS OR ROOTED CUTTINGS) MIN. 2" MULCH KEEP MULCH CLEAR FROM STEM FINISH GRADE 1111=_ll l_—IiIIII iIIIII11= �� III III ���Ili1 _II_III-IIIII IIIII II11111I1=i �l lull 11 lil l I ' I h ,ll =1=1' I,,,_ TYP. SPACING PER LANDSCAPE PLAN SECTION GROUND COVER PLANTING 5 NOT TO SCALE 4" WIDE CIP CONC. PLANTER FRAME WALLS. TOP EDGE 18" ABOVE SIDEWALK. SEE PLANS FOR DIMS 2'-0" MIN. FROM BACK OF CURB BACK OF CURB FACE OF CURB SCORED CONCRETE PAVEMENT OTREE PLANTER FRAME AND STRUCTURAL SOIL IN R.O.W. NOT TO SCALE CONCRETE COUNTERTOP BRICK FINISH .; TOP OF PAVERS TEXAS PIT CRAFTERS 1 7" X 20" X 10" SINK $ FAUCET SIDE OOUTDOOR KITCHEN ELEVATION TEXAS PIT CRAFTERS 17" X 24" ACCESS DOOR PAVEMENT - SEE PLANS 4" CRUSHED Lc) j ROCK I —III —III —III —III —III III —III —III— III —III o 4" SLOTTED DRAIN PIPE SPECIALTY STRUCTURAL SOIL PER SPECIFICATIONS 3'-0" 2'-0" 1 I'-10" FRONT SECTION A _grticvr SPECIFIED SPACING, TYP. PLANTING BED 0 PLAN EDGE OF PLANTING BED OR PAVING OSHRUB & GROUND COVER SPACING NOT TO SCALE TREE ROOTBALL. SET ROOT CROWN 2" ABOVE TOP OF PLANTER BOX. 4" SOLID PIPE WITH BLACK FLUSH CAP WITH SLOTTED HOLES (RAINBIRD 4" DG4RFG) PLANTING SOIL PER SPECIFICATIONS 4" SLOTTED DRAIN PIPE EXCAVATE TO 18" BELOW EXISTING GRADE, SCARIFY SOIL, AND INSTALL STRUCTURAL SOIL ABOVE DUCT BANK EXISTING SOIL AND DUCT BANK/UTILTIES AREA. MINIMIZE DISTURBANCES IN THI5 AREA; VERIFY LOCATION OF DUCT BANK/UTILITIES IN FIELD BBQ GRILL; MODEL 24 N5 BUILT IN GRILL HEAD BY AMERICAN OUTDOOR GRILL STAINLESS STEEL ACCESS DOORS; MODEL 163955D BY GREYSEN WOODS F.F.E.; TOP OF PAVERS NOTES: 1. MIRROR LAYOUT FOR KJTCHEN #2 - SEE PLANS. 2. GREYSEN WOODS TO PROVIDE SHOP DRAWINGS TO BE REVIEWED AND APPROVED BY LANDSCAPE ARCHITECT AND/OR CLIENT REP. SECTION 5 P_ onifer2 P_spacing 4" SOLID PIPE WITH BLACK FLUSH CAP WITH SLOTTED HOLES (RAINBIRD 4" DG4RFG) 4"-WIDE CIP CONC. PLANTER FRAME WALLS. TOP EDGE 18" ABOVE SIDEWALK PLANTING SOIL PER SPECS yz' EXPANSION JOINT ON ALL SIDES EXCAVATE TO I8" BELOW EXISTING GRADE, SCARIFY SOIL, AND INSTALL STRUCTURAL SOIL ABOVE DUCT BANK SPECIALTY STRUCTURAL SOIL PER SPECIFICATIONS 4" SLOTTED DRAIN PIPE N 1 WI-_�I'��� l IMAX. " II I1) 11 IT ,1k1iill.r.I1H�—iiP NE - WIDTH OF PLANTING PIT= 2X WIDTH OF ROOTBALL MINIMUM O4 SHRUB PLANTING NOT TO SCALE PAVEMENT - SEE PLANS AERATION PIPING WITH VENTS PLANT SHRUBS AT I" ABOVE LEVEL GROWN IN NURSERY, PLANT GROUNDCOVERS AT LEVEL GROWN IN NURSERY MULCH LAYER: 2" DEPTH. ALLOW 2" CLEAR FROM TRUNK/ STEM FINISH GRADE AMENDED SOIL SCARIFY SUBGRADE REMOVE BINDING FROM TRUNK, PULL BURLAP BACK TO SIDES OF ROOTBALL. EXPOSE NO BURLAP TO SURFACE AFTER BACKFILLING ISOMETRIC P_shrub NOTES: I . TREE PLANTING PER COT STD PLANS EXCEPT MULCH PER PLANS AND DETAILS. 2. EXTENTS OF STRUCTURAL SOIL PER PLAN. strucwral_sOoylanter_Row REVIEWED FOR 1 CODE COMPLIANCE. APPROVED MAY 07 2C13 City of Tukwila BUILDING DIVISION CITY OF TUiKC YILA MAR 2 8 2819 PERMIT CENTER UR5AL ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE,00 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 11111 ) TO FAZIO ASSDDATES INC i LAN DSCAPE ARCHITECTS 102NWCanaI Street _Q Seattle, WA 98107 'S T. 206-7749490 www.tazioassociates.com project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD TUKWILA, WA 98188 key plan aubmtttda/rev80na iW%SO PROGRESS PRIM 09.87.2017 BUILDING PE ET 10.31.aN7 FOUNDATION ONLY PERMIT 12.06.2017 BP CORR.1/60%CD CHECK SET i 01.10.2018 BID SET REVISIONS 0209.2018 BP CO RR2 2 03.022018 100%CD 03.09.2018 SMON E CONTROL SUBMITTAL 03.29.2018 nnnnnn ISSUED FOR CONSTRUCTION SETS 06.15.2018 BP REVISION 0 03.28.2019 drawing title PLANTING DETAILS drawing infarmatkm DATE 06.15.2018 SCALE SEE PLANS DRAWN VW JOB 9 17-006 609919ht owe wm wwn.nn.w nla oewr Pra.1r Mb b aa. aemmLla awn iroa wvn wnrr. am a�www�a a aa�'06a..4'.rwawe'M6i1ia m. F sheet number REVISION NO, r— L .15 LEVEL 3 — EXITING DIAGRAM EXIT PATH DISTANCE BETVVEEN EXITS - 131 .5301361.5_ DISTANCE BETWEEN EXITS Y 2840 • • GEL DISTANE = 194' LEVEL 3 OCCUPANT LOAD CALCULATIONS 1. ASSEMBLY, UNCONCENTRATED (LOUNGE, AMENITY KITCHEN) 1,405 NSF OLF P15 NSF OL A 94 EXERCISE ROOM, LOCKER ROOM (FITNESS CENTER) Z357 GSF OLF = 50 GSF OL P 48 RESIDENTRL (R•2) 28,951 GSF OLF P 200 GSF 01,145 . ASSEMBLY, (SoURTYARD) 2,958 NSF OLF =15 OL P 197 SWIMMING POOL (HOT TUB) 84 GSF OLF P 50 GSF OL Y.2 SWIMMING DECK 418 GSF OLE =15 GSF OL P 28 BUSINESS AREA (SALON) 325 GSE OLF .100 GSF OL P 4 0000L00000AN010AO P 518 - • • EXIT LOAO KEY tiTOT'OC'CUPANT WAD IF 2 EXITS A xx 15 xxx EXIT CAPACITY 0 3" PER OCCUPANT FOR STAIRS 0 2" PER OCCUPANT FOR ALL OTHER COMPONENTS NOTE TYP STAIR WIDTH: 54' THEREFORE 5410.3.180 EXIT CAPACITY TYP DOOR WIDTH:36" THEREFRORE 36/0.2=180 EXIT CAPACITY FardidlI-ES FOS: IP( ZORnImnIcal ElonIncal firolumbng aro,. Pi5M9 CP./ of Tulavila Btals,;,I,D, DIVISION FILE COPY PormIt pvti 07790 Plan rsview approtad is ssIsast to =CM E.Rd car Approval of 0.:00150015011 d000610113 Coos naI ap,IloOpo the violation of any adopted coda or ordlnarzo. Dposi,st of approvod Fiord Copy and condilions is acknowlsdiod: By: Date: t (15 lig City of Tulovila BUILDING DIVISION [No changes shall op sc6a6 I of work wahoto op:, acproV,I n1 I Tukwila et.i::,Ing r.qvislon ' I , NOTE: Revisions Mil rnquto , n, pInn sub, OM and may incIude ode:Pimp! REVIEWED FOR CODE COMPLIANCE APPROVED NOV14 018 City of Tukwila BUILDING DIVISION REVISION NO.1 RECEIVED CITY OF TUKWILA NUV 01 20111 PERMIT CENTER 1.3 2 [3 A (1 ri ARCHITECTURE URBANIBU R AL 1938 Fairview Avenue East sa. am Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com r 206-257-0972 ,,co rile 'JE) 1,1---- DATE 10.30.2018 conildtart logo MARVELLE SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 407 BAKER BOULEVARD, TUKWILA, WA 98188 key ts dr-1 ss bilsils,sil evislo, loos SD PROGRESS PRINT 09.07.2917 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT 11.06.2017 BP CORR 1 / 60% CD CHECK SET 0 01.101018 BID SET 088010140 00.00.2018 BP CORR 2 & 03 02.2018 18015 CO 03 09.2018 SMOKE CONTROL SUBMITTAL 03.29.2018 ISSUED FOR CONSTRUCTION SETA06.15 2018 POST BP CORR. 1TO REV 4 08.15.2016 BP REV 9 Z\ 10.30.2018 ch awns, tile OCCUPANCY/EXITING DIAGRAMS drawing ofil milion DATE 10,30,2018 SCALE 3/32" = 1-0" DRAWN Author JOB # 17-004 copyqg,t sheet number A 0 • . O OB 8.4 O 2'-7" 10-9 0E E.3 0 14'-61/2' 8',51/2" -9' EASEMENT BELOW t 0— 1 / A1.03A 4.7 MATCHLINE - 1 /A1.036 0- 0— C 2 6 -7" .9 i r ■ errOM MIEN 1•1111M1•11111=E MAW ■ ■I■ ■■■■ ire`=� MIN ■■■■■7 p ■p� I■MNIE ■■M■U Eil 11=m■■i ■■ IN -" ■■e® .._ HIM ■�■■■Nuii ii unu � v� i •■I•!■{E ■■■ •••11 ■■■■■I®n■S■■ �■ NY■■■N®II • iI• : �_ •• Ids■? • �■■ ■ , EMEMIlwir a■eee■r 4' EASEMENT BELOW IWISF 5 12'-3L[B.z X Nolo kill CU 2 HR FIRE WAL L ill 14-01/2' 12'E1/2' I 15'-0" 15'-0" 16'-11' 10'b 1/2" 12'-33/4' 10'8 21,1/2" EASEMENT I BELOW 13'-7112' 9 D2 E.2 E.3 LEVEL 3 OVERALL 0 1 /A1.03A 1 /A1.03B REVISION NO.1. REVIEWED FOR CODE COMPLIANCE APPROVED NOV 14 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 01 2016 PERMIT CENTER 0 URBAL ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE,oe Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 lIcense TAW ECTD N�U9HC~" SCATS Of 1VA6HINGT'0, DATE DATE 10.30.2018 consultant logo protect MARVELLE SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 407 BAKER BOULEVARD, TUKWILA, WA 98188 uem,ttals/ 100%SD PROGRESS PRINT BUILDING PERMIT SET 09.07.2017 10.31.i0 7 FOUNDATION ONLY PERMIT 12.06.2017 BP CORR 1 I60%CD CHECK SET 01.10.2018 BID SET REVI810NS 0209.2018 BP CORR 2 _ 2 03.02.2018 100%CD 03.09.2018 SMOKE CONTROL SUBMITTAL 03.29.2018 ISSUED FOR CONSTRUCTION SETL 06.16.2018 POST BP CORR. 1 TO REV 4 08.15.2018 BP REVS /n\ 10.30.2018 drswm3 tale FLOOR PLAN - LEVEL 3 OVERALL ,ew:n9 rnt0rn,zt,g, DATE 10.30.2018 SCALE As in {Bated DRAWN Author JOB # 17-004 Op shoe/ numbr A1.03 0 0 0- 0- 1 /A1.03B MATCHLINE• - • - - - • 0- 1- LEVEL 3A EASEMENT BELOW 14'-01/2" 9'-712" 4'81/2" 4'-8 UNIT C.8 UNIT C,7 1127 SF �Pfl Tali<d un mininsmin "Mon et filffnaI■ 11 11 BM ■ MEinnininnir ' , B TRANSFER WALL PER SPA CONSULTANT ®rogL•IU TI ti494*10� ii1 I=ram ramPIII11110tw to wa UMT8.2 0 UNIT B.2 ill' i� t, nit Iii11•1!4^IE� BILIMf�i@II�I I,-�ssig p Ami■11na•s�®S:�n IiitZY''IffW 3',85/8'Io11,� o� 0 UNIT B.2 I 308 1 767 SF 195'-10° UNIT 8.2 -30 767 SF UNIT 8,2 I 309 I 765 SF _7frfosa �■ is 172 SF 11'6 3/4. ~HK CLOSET 28SF512' BREAK° 34 390 F pm, LANDSCAPED COURTYARD 4iiEff Dl 11H=11 ■N. L:i EN EN 1■IN 1_ Im:l 11 _uA ■ fil■®I■1 EMIll_ E I•LN - ® _ m IN■■� ■M. �NMN 1 •■uN■• ■IiM 4r► s aI N!!cJ !I1111111111111111111111114....11B111.1 FER 01 TO WALL 51'-e" FOR MORE INFORMATION �l11ir= LANDSCAPE PLANS ■: 9J� ■ININ■i Ili mu•III ■ ; • : I " �IIIIi.■ ■N iNI LANDSCAPE TYP all L IN KIM inimos ICRl�cci 91/ 2 HR FIRE WALL 14'612" 9,81 WATERBOIRE FITNESS 622 SF 3-6 1/2. 13,0" 3,12 631/2" 0 4,0" LINE OF CANOPY ABV 8-512° 6.612" YOGA 1 3,4 891 SF CHEFS KITCHEN 343 492 SF TV/ FLEX AREA -34OT 598 SF E.3 0 UNIT C.4 TT 1326 SF sa pi :1..::;;�I 6',212 O 6 UNIT B.2 315 I 767 S UNIT319 1 314 1 767 SF UNIT C.5 1189 SF EASEMENT BELOW 0 - -0 /8" =1'-0" PLAN NOTES: 1. SEE SHEET A9.01- A9.02 FOR WALL 'TYPE DETAILS. 2. SEE SHEETS A6.01- A604 FOR DOOR AND WINDOW SCHEDULES. 3. SEE SHEETS A0.10-A0.11 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 4. SEE SHEET A0.06-A009 FOR OCCUPANCY AND EXITING DIAGRAMS. 5. REFER TO CIVIL AND LANDSCAPE PLANS FOR SITE INFORMATION, 6. OCCUPANT LOAD OF ASSEMBLY OCCUPANCIES OR SPACES SHALL BE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT FROM SPACE. L_ ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH APPROVED FIRE AND SMOKE DAMPERS 6 SHAFT ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH APPROVED FIRE AND SMOKE DAMPERS 9. DUCT PENETRATIONS IN FIRE PARTITIONS SHALL BE PROTECTED WITH APPROVED FIRE DAMPERS. 10. LISTED SMOKE DAMPER SHALL BE PROVIDED AT EACH POINT A DUCT OR AIR TRANSFER OPENING PENETRATES A CORRIDOR ENCLOSURE REQUIRED TO HAVE SMOKE AND DRAFT CONTROL DOORS. 11. ELEVATORS PER OUTLINE SPECIFICATION 12. REFER TO UNIT PLANS, SHEETS A2.01-A2.04 FOR DIMENSIONS AND LAYOUT OF UNITS. 13. UNIT AND ROOM NUMBERING IS PRELIMINARY; FINAL UNIT AND ROOM NUMBERING TO BE DETERMINED BY TUKWILA FIRE MARSHAL 14. INTERIOR DOORS SHALL BE 4° MIN FROM ADJACENT WALLS UNLESS NOTED OTHERWISE. 15. RES. STORAGE ROOMS IN CORRIDORS TO HAVE SHEET METAL STORAGE PARTITION SYSTEMS, VERIFY SIZE AND QUANTITY tut OWNER. 16. SEE SHEET A6.10 FOR METAL PANEL SCHEDULE WALUHATCH LEGEND: FRAMED WALL . °_ .. CONCRETE WALL ---- 1 HR SMOKE BARRIER(OCCUPANCY SEPARATION) ---------- 2 HR SEPARATION (SHAFT WALLS, FIRE WALL) �.•.�...� 3HR SEPARATION 1112 CMU WALL DROPPED SOFFIT (RESIDENTIAL/SLEEPING UNITS) v DIAGRAMMATIC VENTING TRAFFIC COATING (FLOOR HATCH) SIGNAGE LEGEND' EXIT SIGN W/ EMERGENCY LIGHTING EMERGENCY LIGHTING /855_ FIRE EXTINGUISHER CABINET PI74; 4.6 1 / A1.038 REVISION NO, . REVIEWED FOR CODE COMPLIANCE APPROVED NOV 14 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NUV 01 2018 PERMIT CENTER U 1'a 1' d'11 I 0 ARCHITECTURE URBANIRURAL 7938 Fairview Avenue East sore loo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture,com T 206-257-0972 hcense 9776 RARCHITECTEGISTERED CHADO F 1VASNINGTO,' DATE 10.30,2018 consultant logo : olect nar MARVELLE SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 407 BAKER BOULEVARD, TUKWILA, WA 98188 plan / submittals/i evisons 100% SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 F08NDATION ONLY PERMIT Ali2.06.2011 BP COW 1/60%CD CHECK SETA 0110.2010 BID SET REVISIONS A� 02.09.2018 BP C0RR2 !2\ 0302.2018 100%CO 03.09,2018 SMOKE CONTROL SUBMITTAL 03.29.2018 ISSUED FOR CONSTRUCTION SET 3 0615.2018 POSTBP CO II TOREV4 5 00152018 BP REV9 10.30,2018 maw!, ,Ile FLOOR PLAN - LEVEL 3A d,aw,ng mtp,matIon - DATE 10.30.2018 SCALE As indicated DRAWN Author JOB # 17-004 copyright �no.ID�aotu< sheet number A1.03A L UNIT A.2 - URBAN 1 (SIM) w LIVING/ DINING GALLEY KITCHEN 2 /A5.03 _, 1., .'.:rENTRY... A4A AC BEDROOM =CLOSET — PIN ON am® asuman mu MIIUI © UNIT A.2 - URBAN 1 UNIT A.5 (TYPE A) - URBAN 1 /a^ = r-0" EVFI S 5 6 7 UNIT A.1 - STUDIO 12'8 3-81/4" AA 0 SLEEPING 6 Al LD SHELVING VING r 116) UNIT A.4 - URBAN 1 CLR CLOSET LIVING DINING L- KITCHEN 1 1 /A5.01 10'51/2" 1f. UNIT PLAN NOTES. UNIT ORIENTATION VARIES, REFER TO BUILDING PLANS (AIDt At 07) AT EACH UNIT LOCATION. REFER TO BUILDING PLANS (A1.01-A1.07) AND THE WINDOW SCHEDULE (A6.01-A603) FOR WINDOW TYPES AND LOCATIONS. REFER TO DOOR SCHEDULE (A6.04) FOR DOOR SIZES AND INFORMATION. CLOSET DOOR PLACEMENT SHALL BE CENTERED ON CLOSET INTERIOR CLEAR DIMENSIONS, UNO. ALL DOORS LOCATED ADJACENT TO A PERPENDICULAR PARTITION SHALL BE DIMENSIONED 5" FROM FACE OF STUD TO EDGE OF DOOR OPENINGS, UNO. ALL VTAC UNITS SHALL BE ACCESSED BY ACCESS PANEL PER MFR. 7. SEE A9.01&A9.02 FOR WALL TYPE DETAILS. NOTE THAT LEVEL STRUCTURAL WALLS SHALL BE TWO HOUR RATED, L4-L7 SHALL BE ONE HOUR RATED PER TMC 16.05 SEE A010. A0.11 FOR GENERAL ACCESSIBILITY REQUIREMENTS. VENT DUCTS SHOWN FOR REFERENCE ONLY. REFER TO MECHANICAL DRAMNGS FOR DUCT LOCATIONS AND INFORMATION. 10. REFER TO INTERIOR ELEVATIONS (A500 SHEETS) FOR PLUMBING, KITCHEN TYPES, AND BATHROOM TYPE DIMENSIONS 11. FOR SIDE.BY-SIDE WASHER/DRYER, WASHERS WILL ALWAYS BE ON THE VIEWER'S LEFT AND DRYERS WILL BE ON THE VIEWER'S RIGHT. 12. VTAC AND VTAC SUPPORT PLATFORM TO 8E FURNISHED AND INSTALLED BY DESIGN -BUILD MECHANICAL CONTRACTOR UNIT PLAN LEGEND- -0 VENTING ROUTES UP/DOWN INTO JOIST BAY(AB6) DIAGRAMMATIC VENTING(ABV) DIAGRAMMATIC SOFFIT(ABV) SMOKE DETECTOR (ABV) a COMBO SMOKE/CO2 DETECTOR(ABV) REVISION NO. q REVIEWED FOR CODE COMPLIANCE APPROVED NOV 14 2018 City of Tukwila BUILDING DIVISION CITY OF 1 UK VILA NOV 01 2018 PERMIT CENTER URBB2\L. ARCHITECTURE URBAN 10U P. AL 1938 Fairview Avenue East sure No Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 Ilcense 776'RARCHITECTEGISTERED 0A I2 CHAR A RNTZ 5I'A'I S OP IVASHINGTO.' DATE 10.30.2018 consu![ant logo ru o)ec[ name MARVELLE SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 407 BAKER BOULEVARD, TUKWILA, WA 98188 key ptan s;rbmittals/revictons 100%SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 1031.2017 FOUNDATION ONLY PERMIT_ F1 1206.2017 BPCORR 1/60%CD CHECK SET /\ 01.10.2018 BID SET REVISIONS 02.09.2018 BP CORK 2 /2\ 03.02.2018 100%CD 03.092018 SMOKE CONTROL SUBMITTAL 0339.2018 ISSUED FOR CONSTRUCTION SET/ 0015.2018 POST BP CORR. 1TO REV4 08.15.2018 BP Q 10J0.2018 mawlog title ENLARGED UNIT PLANS - STUDIOS drawing information DATE 10.302018 SCALE As indicated DRAWN Author JOB 00 17-004 roPYlight neetnumbor 11,4. GRID BEDROOM -0 VTAC BATH 3 /A5.0 UTILITY! CLOSET UNIT B.3 - 1/1 LIVING DINING - ITCHEN 2 /A5.01 0 0 1/9"= 1'-0• VERIFY CLEARANCE FOR SHOWER INSERT BEDROOM Ipl :C "BATH 3'-L. 1 3.1A504 )I t F I0 L UTILITY/ CLOSET nnNTR LIVING DINING L- KITCHEN 2 /A5.01 w L___I 0 O MICA 10' 10'-B" VERIFY CLEARANCE FOR SHOWER INSERT. PIP. GRID BEDROOM L CLOSET I WRAP CONC. COLUMN W/GWBN7/8" HAT CHANNEL LIVING LJ 3'-fi" WRAP CONC. COLUMN W/ OWE o/7/8" HAT CHANNEL L- KITCHEN 2 2 /A5.01 O r Jr ENTRY - 10'-01/2" O 10'-10" a4 LIVING � hA I --I A L 0 BEDROOM -2"CLR 0• TYP ABATHY�- -'- I_.2 A509 -�1 - Fi -KITC HEN 4(TYPE A) I 27A5.02 — 10-912 2-21/2 UNIT B.4 (TYPE A) - 1/1 1/4" =110" 3'-83/4" 1123/4" C 1 LEVEL 20NLY UNIT PLAN NOTES: UNIT ORIENTATION VARIES, REFER TO BUILDING PLANS (A1.01-A1,07) AT EACH UNIT LOCATION. REFER TO BUILDING PLANS (Af 01A107) AND THE WINDOW SCHEDULE(A601-A603) FOR WINDOW TYPES AND LOCATIONS. 3. REFER TO DOOR SCHEDULE(A6.04) FOR DOOR SIZES AND INFORMATION. CLOSET 000R PLACEMENT SHALL BE CENTERED ON CLOSET INTERIOR CLEAR DIMENSIONS, UNO, 5. ALL DOORS LOCATED ADJACENT TO PERPENDICULAR PARTITION SHALL BE DIMENSIONED 5" FROM FACE OF STUD TO EDGE OF DOOR OPENINGS, UNO. 6, ALL VTAC UNITS SHALL BE ACCESSED BY ACCESS PANEL PER MFR. 7. SEE A9.01 & A9.02 FOR WALL TYPE DETAILS, NOTE THAT LEVEL 3 STRUCTURAL WALLS SHALL BE TWO HOUR RATED, L4-L7 SHALL BE ONE HOUR RATED PER TMC 1605 SEEA0.10. A0.11 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. VENT DUCTS SHOWN FOR REFERENCE ONLY, REFER TO MECHANICAL DRAWINGS FOR DUCT LOCATIONS AND INFORMATION, 10. REFER TO INTERIOR ELEVATIONS (A5,00 SHEETS) FOR PLUMBING, KITCHEN TYPES, AND BATHROOM TYPE DIMENSIONS FOR SIDE-BYSIDE WASHER/DRYER, WASHERS WILL ALWAYS BE ON THE VIEWER'S LEFT AND DRYERS WILL 8E ON THE VIEWER'S RIGHT. 12. VTAC AND /TAG SUPPORT PLATFORM TO BE FURNISHED AND INSTALLED BY DESIGN -BUILD MECHANICAL CONTRACTOR UNIT PLAN LEGEND: VENTING ROUTES UP/DOWN INTO JOIST BAY(ABV) DIAGRAMMATIC VENTING(ABV) DIAGRAMMATIC SOFFIT(ABV) SMOKE DETECTOR (ASV) COMBO SMOKE/CO2 DETECTOR (ASV) REVISION NO, . REVIEWED FOR CODE COMPLIANCE APPROVED NOV 14 201B City of Tukwila BUILDING DIVISION RECEIVED CITY OF l UKWILA NUV 01 2016 PERMIT CENTER Ii'•s ti ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East smre,00 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 hcepse 9776AEGISTERETD "'MP CHAO N SHFTZ STA'iE OF WA5HING1'0. DATE 10.30.2018 cons, I:ant logo Ur 1_c[:�tmc MARVELLE SOUTHCENTER,AN ACTIVE ADULT RESIDENCE 407 BAKER BOULEVARD, TUKWILA, WA 98188 .---kev plan ubmittals/revisions 100% SO PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT F�j _120b.2017 BP CORR. 1I60%CD CHECKSETA 01.10.2018 BID SET REVISIONS 0209.2i18 BP CORR2.,.. 0322.2018 100%CD 03.09.2018 SMOKE CONTROL SUBheTTAt 03.29.2018 ISSUED FOR CONSTRUCTION SETL 06.15.2018 POST BP CO RR1 TO REV 4 0815.2018 BP REVS Q9 10.30.2018 dratng C'Ple ENLARGED UNIT PLANS - ONE BEDROOM drawing mformaMor, DATE 10.30.2018 SCALE As indicated DRAWN Author JOB # 17-004 copyright en ��u•��sh..et numkrer L- KITCHEN 2 2 /A501 UTILITY/ CLOSET 11',6102 13',101/2" MASTER SUITE co MASTER SUITE 4_ 440 EVER101, DECK AC BATH 13 1OA5.08 1014 0 UNIT C.6 - 2/2 LIVING DINING ENTRY HL- KITCHEN 2 2 A5.01 a BEDROOM 7'. p `6ATH T -2-/AS 08-', r 10',83/4" 6'-6 114" LIVING DINING ACCESS PANEL PER VtAC MFR, TYE MASTER SUITE BEDROOM 7'-31/2° STORAGE-: LIVING DINING HEADER ABV@ 68" AFF KITCHEN2 ---1 2 /A5.01 BATH 11 2 I05.0 BEDROOM MASTER SUITE ENTRY CLOSET ENTRY -0 06'-B" OPENING Eel 4 A20 TYPE A BAT 441/T UNITC.4-2/2 t/4" = 1°-0" LIVING BEDROOM LEVEL 20NLY UNIT PLAN NOTES: 1. UNIT0RIE0TATIONVARIES, REFERTO BUILDING PLANS (A1.01 A1.DZ) AT EACH UNIT LOCATION 2. REFER TO BUILDING PLANS(A1.01-A107)AND THE WINDOW SCHEDULE (A601-A6,03) FOR WINDOW TYPES AND LOCATIONS. 3. REFER TO DOOR SCHEDULE (A6.04)FOR DOOR SIZES AND INFORMATION. CLOSE DOOR PLACEMENT SHALL BE CENTERED ON CLOSET INTERIOR CLEAR DIMENSIONS, UNO. 5. ALL DOORS LOCATED ADJACENT TO PERPENDICULAR PARTITION SHALL BE DIMENSIONED 5" FROM FACE OF STUD TO EDGE OF DOOR OPENINGS, UNO. 6. ALL VTAC UNITS SHALL BE ACCESSED BY ACCESS PANEL PER MFR, 7. SEE A9.01& A9.02 FOR WALL TYPE DETAILS. NOTE THAT LEVELS STRUCTURAL WALLS SHALL BE TWO HOUR RATED. L4-L7 SHALL BE ONE HOUR RATED PER TMC 1605 B. SEE A0.14 A0.11 FOR GENERAL ACCESSIBILITY REQUIREMENTS, 9. VENT DUCTS SHOWN FOR REFERENCE ONLY REFER TO MECHANICAL DRAWINGS FOR DUCT LOCATIONS AND INFORMATION. 10. REFER TO INTERIOR ELEVATIONS (A5.00 SHEETS) FOR PLUMBING, KITCHEN TYPES, AND BATHROOM TYPE DIMENSIONS FOR SIDE -BY -SIDE WASHEWDRYER, WASHERS WILL ALWAYS BE ON THE VIEWER'S LEFT AND DRYERS WILL BE ON THE VIEWER'S RIGHT. 12. V1AC AND WAG SUPPORT PLATFORM TO BE FURNISHED AND INSTALLED BY DESIGN.RUILD MECHANICAL CONTRACTOR UNIT PLAN LEGEND: you VENTING ROUTES UP/DOWN INTO JOIST BAY (AB V) DIAGRAMMATIC VENTING(ABV) DIAGRAMMATIC SOFFIT(ABV) ® SMOKE DETECTOR (AM!) COMBO SMOKE/002 DETECTOR (ASV) MASTER SUITE ACCESS PANEL PER VTAC MFR, Pa, RF\/IF coOC C@ftl PtIA(C�3E APPROVED NOV 14 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWIL NOV 01 2018 PERMIT CENTEI ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East score 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 97T6'REGISTERED ARCHITECT QI1-6 STATE OIA WASHIINOTO DATE 10.30.2018 consultant logo project name MARVELLE SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 407 BAKER BOULEVARD, TUKWILA, WA 98188 sobm l ttels/ons 1001 SD PROGRESSPoNT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT F1 12.06.2017 BP CORR 1l E0%CD CHECK SET /\ 01.10.2018 BID SET REVISIONS A 02.09.2018 BP CORR.2 Z\ 03.02.2018 100%CD 03.09.2018 SMOKE CONTROL SUBMITTAL 03.29.2018 ISSUED FORCONSTRUCTION SET 0E15.2018 POST BP CORR. 1 TO REV 4 08.15.2018 BP REV g 10.30.2018 drawing title ENLARGED UNIT PLANS - TWO BEDROOM craw1 ng information DATE 10.30.2018 SCALE As indicated DRAWN Author JOB # /7-004 copyright sneer number e • REVISION NO. L_ T.O. PARAPET 101'-4 COURTYARD LOOKING NORTH MATERIALS LEGEND: pAIM COLOR LEGEND: BUILDING ELEVATION NOTES: SEE SHEET AS01. A6.03 FOR WINDOW BR-1 BRICK; MUTUAL MATERIALS M-1 BREAK METAL. M.6 METAL AND GLASS RAILING W-1 VINYL WINDOW PT i 0C-68 SCHEDULE& TYPES. COLOR: NORMAN IMPERIAL GRAY, GROUT TO MATCH M.2 PREFINISHED. BLACK IRON WELDED WIRE MESH M-7 METAL COPING, PREFINISHED: C0L0RMATCH TO ADJACENT W-2 PERWINDOW SCHEDULE ALUMINUM STOREFRONTWINDDW BENJAMIN MOORE, DISTANT GRAY PT2 2120-40 2. REFER TO ROOF PLAN (ATOM & Al .08B) FOR DETAILED ROOF &PARAPET HEIGHT C. CONCRETE FIBERCEMENT PERWINDOW SCHEDULE BENJAMIN MOORE; SMOKE GRAY INFORMATION. C2 CMU WALL M3 STEEL PANELING REVAMP'BASKETWFAVE" M8 METAL CANOPY PT3 2128.50 3 REFER TO CIVIL AND LANDSCAPE PLANS FOR FC-1 FIBER CEMENT PANEL SIDING, SMOOTH (PTD) M-4 PREFINISHED: SILVER HAMMERSTONE METAL VTAC GRILL M-9 METAL LOUVER, PER MECHANICAL. PTO TO MATCH ADJACENT FINISH. BENJAMIN M00RE; NOVEMBER SKIES PT4 2125.20 FINISH GRADE ELEVATIONS. 4. VENT SHROUDS AND VFAC GRILLES TO FC-2 FIBER CEMENT LAP SIDING,( (PTD) (PTD COLOR MATCH TO ADJACENT FC) ST-1 STEEL MEMBER( (PTD) BENJAMIN M00RE; DEEP SPACE MATCH SIDING PAINT COLOR M-5 METAL VENT SHROUD 5, FLASHING SHALL BE PAINTED TO MATCH FC3 FIBER CEMENT TRIM, (PTD) (PTD COLOR MATCH TO ADJACENT EC) ST-2 STEEL CANOPY (PTO) ADJACENT MATERIALS; GC TO PROVIDE SAMPLES MAX HEIGHT EL: 9032'_ FC- (PT-1i ) M-4 AVERAGE GRADE PLANE EL: 28.32' FC-3 FC-2 FC-3 (PTFC (PT-1) -3))) ELEVATION AT ANGLE REFER TO 3/A3.01 FOR ELEVATION 41 ANGLED WALL NORTH EAST ELEVATION ELEVATION AT ANGLE REFER TO 2IA3.01 FOR ELEVATION A ___E 5 11 EVATION AT ANGLE 44, 0. R00F T O PLATE 96'410" LEV88'EL? U" 4-_ 0018 79,0, A3.05 LEVEL IEVEL4 LEVEL 3 49..8. LEVEL 1 26-0° PC-3 (PT-2) COURTYARD LOOKING SOUTH 0 -7 FC-2 (PT3) 4a F-1,I r FGi (PCT-1) (PT-4) T.O. PARAPET 101'-4" W- FC-2 (PT-3) FC-3 (PT-2) I 5 PT-i) FC-i PT-1) _.- 1 EN NEleme=moll �I iiii I 1 CI COURTYARD LOOKING EAST 1/8" = i'-0" FO-3 0 ..I O MOM FC-3 (PT-2) J B5 8.4 FC-i (PT-1) (PT-1) (PTFC-1) 3 i 0. R00F 98-2. O. PLATE 96'-10" LEVEL 6 79'-0" LEVEL 5 69'8' LEVEL4 69'-0' LEVEL9'6S " T.O. PARAPET 101' ROOF 0 PLATE 96'-10" EVEL5 6s's^ EVELS 49'£" REVIEWED FOR CODE COMPLIANCE APPROVED NOV 14 2018 City of Tukwila BUILDING DIVISION AY' = 1'-0" RECEIVED CITY OF TU1 WILA NUV 01 2018 PERMIT CENTER ULJ e" L ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East mire 100 Seattle, WA 98102 info@urbaiarchitecture.com www.urbalarchitecture.com T 206-257-0972 9776 'REGISTTLCERET D ARCHI I�\ HAD NTIM1G'1Z 5'i'91ti OE A6H0' DATE 10.30.2018 consultant togs o,ect name MARVELLE SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 407 BAKER BOULEVARD, TUKWILA, WA 98188 key Glan subm 1Ca1s/rev,s. 100% SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT Ft 1206.2017 BP CORR 1160% CD CHECK SET 1 01.10.2018 BID SET REVISIONS 02.09.2018 BP CORR 2 2 03.02.2018 100%CD 03.09.2018 SMOKE CONTROL SUBMITTAL 03.29.2018 ISSUED FOR CONSTRUCTION SET 3 06.15.1018 POST BP CORR 1TO REV 4 5 08.15.2818 BP REV9 g 10.30.1018 ch ng title BUILDING ELEVATIONS COURTYARD al ov✓Ing inform Lion DATE 10.30.2018 SCALE 1/8" =1'-0" DRAWN Author JOB tt 17-004 copy right gu h=E� umear A3.05 REVISION Nan_ 3',8" /4" =1'-0" B-0" /4 4^=0-0'. 4' 3" 1/4" =1'-0" 4'-0" 4 3-8° 5.0" 3'-4 2-6" -03/4" 6,21/2' 2'-0' 0" 17'-0" SG /4" = r-0' 1/4" 4 0" CLR. 0" _ I SG SG 10' SG SG S6 SG /4" -0" TELEPHONE ENTRY SYSTEM MOUNTED WITHIN FRAMED WALL PANEL ooR 6G $G 0" LEVEL" 8.0 LEVE i 28,.p• EVIEWED FOR L E COMPLIANCE APPROVED NOV 14 2010 LEVE_ 1 _5 2B'-0" � RECEIVE CITY OF 1U1 NOV 01 2 PERF.7R C U hBP. k' ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East score loo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 "!"!6 'REGISTERED ARCH2TECT I --,..—� CHAD Ac EM s I'A rE OF WASNINGTO DATE 10.30.2018 consultant logo 1 c[ name MARVELLE SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 407 BAKER BOULEVARD, TUKWILA, WA 98188 vy plan subm I; tals/revisions 100% SD PROGRESS PRINT 04072N17 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT F1 1206.2017 BP CORR. 1/60% CD CHECK SET 1 01.10.2018 BID SET REVISIONS gQ 02.09.2016 BP CORR2—__-,_._.__._. 03.02.2010 100%CD 03.09.2010 BMOKE CONTROL SUBMITTAL 03.29.2010 ISSUED FOR CONSTRUCTION SETA 06.15.2018 POST BP GORRI TO REV 4 0B.15.2018 BP REVS /, 10.30.2018 drawing title STOREFRONT WINDOWS drawing information DATE 10.30.2018 SCALE DRAWN Author JOB 8 17-004 copyrighin �,easheec Emma, {• ® 2•r I A REVISION NO...9._ H A6.01 - WINDOW SCHEDULE (VNL) MARK STYLE FRAME GLAZING FINISH COLOR U-VALUE SHGC AREA NOTES COMMENTS A EME11111101111E111M0.26 10.18 39 SF A2 U111111111 0.26 '0.18 M® 39 SF 82 WHITE 0.26 0.18 9SF 026 0.18 20 SF �I��II� 0.26 10.18 20 SF mimm � � 0.26 0.2 6.26 2 0.28 20 SF 20 SF IMEIMIZIMMILE 0.26 0.22 13 SF 0.29 022 64 SF 0.22 64 SF 0.26 0.18 21 SF M�®� 0.26 0.18 21 SF 0.18 32 SF ©©®.W.1� 0.26 0.18 28 SF Mlill LACK 0.26 0.18 32 SF K C VNF INS,T FAF BLACK 0.26 0.18 39 SF Emu INS,T FAF BLACK 0.26 0.18 35 SF IMMIIIMINEIMII INS FAF ®I I I WINDOW SCHEDULE - RELITES MARK STYLE FRAME I GLASS I FINISH 1 U-VALUE SHGC I AREA (SF) I NOTES I COMMENTS I R1 AS AL FAF, BLACK I 40 SF DESIGN PER ID I R2 AS AL IT FAF, BLACK 1 117 SF DESIGN PER ID I R3 AS AL IT FAF, BLACK I 116 SF DESIGN PER ID R4 AS AL T FAF, BLACK I 91 SF DESIGN PER ID R5 AS AL IT FAF, BLACK 69 SF R6 AS AL FAF, BLACK 66 SF DESIGN PER ID R7 AS AL FAF, BLACK 38 SF DESIGN PER ID C I F R9 AS AL T FAF, BLACK 27 SF DESIGN PER ID R10 AS AL IT FAF BLACK 27 SF DESIGN PER ID R11 AS AL IT FAF, BLACK _ 35SF DESIGNPER ID WINDOW SCHEDULE - STOREFRONT K STYLE FRAME GLASS I FINISH 1 U-VALUE I SHGC AREA (SF) 1 NOTES 1 COMMENTS S1 AS AL INS,T I FAF, BLACK 0.330 0.33 35 SF S2 AS AL INS,T FAF, BLACK 0.330 0.33 35 SF S3 AS AL INS,T FAF, BLACK 0.330 0.33 , 56 SF S4 AS AL INS,T ' FAF, BLACK 0.330 0.33 i 95 SF S5 AS AL INS,T I FAF, BLACK 0.330 0.33 156 SF S6 AS AL INS,T I FAF, BLACK 0.330 10.33 128 SF S7 AS AL INS,T I FAF, BLACK '0.330 0.33 108 SF S8 AS AL INS FAF, BLACK 0.330 0.33 40 SF S9 AS AL INS,T FAF, BLACK 0.330 0.33 199 SF S10 AS AL INS,T FAF, BLACK 0.330 0.33 114 SF S11 AS AL INS,T FAF, BLACK 0.330 0.33 1119 SF S12 AS AL INS,T FAF, BLACK 0.330 0.33 170 SF S13 AS AL INS,T FAF, BLACK 0.330 0.33 84 SF S14 AS AL INS,T FAF, BLACK 0.330 0.33 26 SF S15 AS AL INS,T FAF, BLACK 0.330 0.33 79 SF S16 AS AL INS I FAF, BLACK 0.330 0.33 35 SF S17 AS AL INS,T 1FAF, BLACK 0.330 0.33 91 SF S18 AS AL INS,T 1 FAF, BLACK 0.330 0.33 53 SF S19 AS AL INS,T '', FAF, BLACK 0.330 0.33 79 SF S20 AS AL INS,T I FAF, BLACK 0.330 0.22 144 SF S21 AS AL INS,T IFAF, BLACK 0.330 0.33 1108 SF S22 AS AL INS,T I FAF, BLACK 0.330 0.33 64 SF S23 AS AL INS,T FAF, BLACK 10.330 0.33 132 SF S24 AS AL INS,T FAF, BLACK 0.330 0.33 1124 SF S25 AS AL INS FAF, BLACK 0.330 0.33 146 SF S26 AS AL INS FAF, BLACK 0.330 0.33 19 SF S27 AS AL INS FAF, BLACK 0.330 0.33 1136 SF S28 AS AL INS FAF, BLACK 0.330 0.33 80 SF S29 AS AL INS FAF, BLACK 0.330 0.33 96 SF S30 AS AL INS,T FAF, BLACK 0.330 0.33 29 SF S31 AS AL INS,T FAF, BLACK 0.330 0.33 91 SF S32 AS AL INS,T FAF, BLACK 0.330 0.33 44 SF S33 AS AL INS,T FAF, BLACK 0.330 0.33 80 SF S34 IAS AL INS,T FAF, BLACK 0.330 0.33 124 SF S36 AS AL INS,T FAF, BLACK 0.330 0.33 80 SF S37 AS AL INS,T IFAF, BLACK 0.330 0.33 75 SF S38 AS AL INS,T FAF, BLACK 0.330 0.33 48 SF S39 AS AL INS,T FAF, BLACK 10.330 0.33 48 SF S40 AS AL INS,T - FAF, BLACK 0.330 0.33 64 SF S41 AS AL INS,T FAF, BLACK 0.330 0.33 64 SF R4 RELITE WINDOW 20'-0" '2 RELITE WINDOW 1/4" =1'-O" 1 sG G G ;BG R3 RELITE WINDOW 1/4" =1' 0" 8'-0" EQ EQ R7 RELITE WINDOW 1/4"=1,-0, 4.-4. -0 1 RELITE WINDOW ABBREVIATIONS: A AWNING AL ALUMINUM AS ALUMINUM STOREFRONT CASEMENT CL CLEAR FINISH DH DOUBLE HUNG FIXED FAF FACTORY APPLIED FINISH FBG FIBERGLASS INS INSULATED- LOW E P PICTURE PTD PAINTED Rt. INTERIOR RELITE SAF SAFETY LAMINATE SH SINGLE HUNG SG SAFETY GLAZING SL SLIDING TEMPERED TRANS TRANSLUCENT GLAZING VNF VINYL NAILFLANGE WC WOOD -CLAD W WOOD RELITE WINDOW EQ RELITE WINDOW RELITE WINDOW R1 RELITE WINDOW SION NO,9 LEVEL2 39'"0° ✓R";4MFVVFIT FnF CODE COMPLIANCE APPROVED NOV 14 2018 BUILDING DIVISION LE U aR"T BALk ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East score 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com r 206-257-0972 hcense D77b ARCHIEGISTTECERETD 0 1 -1 CHADA ENTZ 51'ATB OF WASHING"I'0 DATE 10.30.2018 -or su Ian[ logo project name MARVELLE SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 407 BAKER BOULEVARD, TUKWILA, WA 98188 plan =abmlttal>/re,slone 100%50 PROGRESS PRINT 09.072017 BUILDING PERMIT SET 10.;1.2017 FOUNDATION ONLY PERMIT ® 12AS.2017 BP CORR1I SO% CO CHECK SET /i 01.10.2018 BID SET REVISIONS 02.09.2018 BP CORR2 Q 03.02.2018 100%CD 03.09.2018 SMDKE CONTROL SUBMITTAL 03.29.1018 ISSUED FOR CONSTRUCTION SET 08.15.2018 n POST BP CORR. 1TO REV 4 08.15.2018 LSD BP REV9 Qg 10.30.2018 dravAng t tle RELITE WINDOWS, WINDOW TYPES & SCHEDULE drawing Informaimn DATE 10.30.2018 SCALE 1/4" =1'-O" DRAWN Author JOB # 17-004 crf,nght 2,018 II len sheet nombet �L ®' CITY OF 1 UK WILA NUV 01 2818 DOOR LEVEL I LOCATION A6.03-ROOK $GHE,DULE_CNON RES)_ FRAME INT/EXT TYPE LEAF SIZE CONSTRUCTION FRAME FINISH COLOR PANEL COLOR GLAZING ( FIRE RATING II -VALUE AREA NOTES COMMENTS 100A-1 ,RESIDENTIAL PARKING GARAGE IEXT A 3'-0" x T-0' HM HM P PT5 I PT5 19, Ci Pi, P2, P3, P4, P5, A2 100A-2 ;RESIDENTIAL PARKING GARAGE 1IXT A 4'-0"x 6'-0" HM HM P PT5 1PT5 L2, L9, Ct, P1, PZ,P3, P4, P5, A2 100A-3 [RESIDENTIAL PARKING GARAGE IIXT E 20'-0"x6-6 GS STL FAF FAF PT5 (MATCH) PT5 (MATCH) (TBD 1 100A-4 TCNTRY !RESIDENTIAL PARKING GARAGE FXt C 3'-0'x 7'-0" AG AL Cl 20MIN. 046; SEE WINDOW 840 SEE WINDOW S40 L6, CI, P1, P2, P3. P4_ P5,A2 VESTIBULE EXT C 3'-0" zT O"(2) AG AL FAF PT5(MATCH) CL 046; SEE WINDOW S9 SEE WINDOW S9 L2, L6, L9, C1, PI, P2, P3, P4, P5, A2 (101A 101B LOBBY NT C 3'-0"x7'-0° (2) AG A AL FAF PT5(MATCH) CL 046; SEE IN 810 L1i,C1. P1, P4, P5,A2 Lii, C1. P1. P4, P5,A2 101C LOBBY NT C 3'-0°x7'-0° AG Al FAF PT5 (MATCH) CL 20 MIN. 046; SEE IN S39 1010 LOBBY NT C 3'-0'x 7-0" AG AL FAF PT5 (MATCH) CL 20 MIN L6, CI, PI, P4, P5, A2 104A 1GREAT R00M EXi C 3'-0"x7'-0" AG AL FAF PT5(MATCH) CL 0.46; SEE WINDCWSi9 SEEWINDOWSI9 L9, C1, P1,P2P3 P4,P5,42 104E IHVAC NT M 3'-0"x6'b" HOW WD P PER ID PER ID L1, P1 106 ]MAILROOM NT A 3'-0"xT-0" HM HM P PERID PERID 20 MIN. L6, C1, P1, P3, P4, P5, Al 108A WOMEN S NT 4 3'-0"x7'-0° HM HM P PERID PERID 20 MIN. Lii, CI, P1, P4, P5, A1, A2 108E MEN S NT A 3'047-0" HM HM P PERID PER ID 20 MIN. L11, CI, P1, P4, P5, A1, A2 109A STAFF ROOM NT A 30°x]'-0° HM HM P PERID PER ID L5, C1, Pi, P4, F5, A2 109B 110 HVAC A5516T. MANAGER NT NT M C 3'-0"x6'-8" S'-0"x7'-0" HCW AG WD AL P FAF PERID PT5(MATCH) PER 10 CL ,' Li, Pi L5, C1, Pi, P4, PMA2 111 MANAGER'S OFFICE NT C 3'-0"x 7-0 AG AG AL FAF PT5 (MATCH) CL L6, Ci, Pi, P4, P5, AZ 112 I SPRINKLER CONT. RM. EXi EXT A A --- 3'-0"x J'-0" HM HM ----HM HM P P ---- PT5 PT5---- PT5 ~ CI, Pi, P2, P3, P4, P5,A2 113 I FIRE CONT. RM. 3'-0"x J'0" PT5 )90MIN. -------- L5, L6, C1, Pt, P2, P3, P4, P5, A2 --- -- 114A 11413 ;TRASH/RECYCLE TEXT :RESIDENTIAL PARKING GARAGE IEXT A D 3'.0*7'.P 6'-0"xl'-0" HM MTL HM MTL P FAF PT5 PT5(MATCH) ;PT5 PT5(MATCH) 90MIN. L5, Ct P1, P2, P3, P4, P5, A1, A2 1115A IGEN. RM IEXT A A A 3'-6"x 7'-0" 5'-0"x7'-0"(2) 3'-0°x 7'-0" HM_ HM HM _-_HM HM P P PT5 PT5 501014. MIN. LS, Ct, P1, P2, P3, P4, P5, Ai, A2 ,1150 IGEN. RM _.--_PT5 P(5 -___------_--90 PT5 L5, Ci, Pi, P2,P3, P4, P5, Ai, A2 115C iIXT :ELEC EXT HM _--_PT5 P 90 MIN. L5, Pt, f2, P3, P4, F5, At, A2 115D EC ELIXT A 3'-0"x 7'0° HM HM P PT5 PT5 90MIN L5, P7 P2, P3, P4, P5, Ai. P2 !1155 EI-EC EXT IEXT A A 3'-0"x 7'-0" 3'-0"x 7'A" HM HM HM P PT5 PT5 -------- PT5 3 30 MIN ---- 90 MIN. -- --"------" L5, Ci, Pi, P2, P3 P4, P5. Ai, A2 L5, Ci Pi P2, P3, P4, P5, A2 _ 116A RM NM P 355 ---- PT5 116 (SWITCH SWTCH RM. IXT A 3'-0" x 7-0" HM HM P PT5 Ci, Pt P2 P3, P4, P5. A2 117A ITRANSFORMER IEXT A 3'E"x 7'-0" 110 HM P PT5 PT5 90MIN. LS, C1, Pi, P2, P3, P4, P5, Ai, A2 1170 TRANSFORMER IEXT N 4.0"x8-0"(2) NM HM P PT5 PT5 L5, C1, P1, P2, P3, P4, P5,A2 TOTAL 20 SF OPEN LOUVER 120A RESIDENTIAL PARKING GARAGE IXT A 3'-6"x 7'-0' HM HM P Pi3 PT5 L6, C7, Pt, P2, P3, P4, P5, 120B CATERING KITCHEN INT A 3'-0°x7'-0'(2) HM HM P PER ID PER ID 90MIN. L5, L9, C1, Pi, P4, F5,A2 I CATERING KITCHEN INT A 30" x7',0" HM HM P PER ID PER ID LI, C2, P3, P4, P5,A2 122 STAFF ROOM EXT A 3'0" x ]'-0" HM HM P PT5 Pi5 L6, C1, P1, F2, P3, P4, P5 A2 123 CONFERENCE ROOM INT D 3'0"xl'-0' I AG 00 AL AL Pi, P3, P4, ELEV.LOOBY 075 (MATCH) PT5 (MATCH) L6, 19, Ci, Pi. P2, P3, P4. P5,A2 P1008-1 SECONDARY PARKING EXT A P 3'-0"x7'-0" HM HM P P!5 PT5 L9, CI, P1, P2, P3, P4, P5.A2 P1009-2 SECONDARY PARKING EXT 10-0"x8'-6" GS STL FAF PT5(MATCH) PER ID - L6 P10083 SECONDARY PARKING 'EXT C 3',0" x7'-0" AG AL PAP TCH) CL 20MIN. 0.46; SEEWINDOW530 SEEWINDOW53B L6, L9, CI, P1, P2, P3, P4, P5, A2 (5100A-2 STAIRA iIXT A 3'-0"x7'-0" HM HM P PT5 PT L9, CI, P1, P2, P3, P4, F5, A2 57008 STAIRB LINT 8 3'-0"x J'-0" HM HM P PERID FER ID CW 90 MIN. L9, CI, PI, P3, P4, P5, A1, A2 Si00C1 STAIRC EXT 0 3'-0"x7'-0" HM HM P PT5 Pis CW 90MIN. L9, CI, Pi, P2,P3, P4, P5, AI,A2 S100C-2 STAIRC EXT A 3'-6"x 7'-0" HM HM P PT5 PT5 05 Oi, P7, P2, P3, P4, P5, AI, A2 LEVEL2 HM HM WD P PERID P PERID PERID PER ID SOMIN. 2VMIN. L3,Ci, C3, Pt, P3, P4, Pa, A1,A2 L6, L9, Ci, P1, P2,P3, P4,P5, A1,A2 WD P PERID PER ID DIRTT SYSTEM PER I.D. PER ID PER ID L1. P1 213 RESIDENT STORAGE TINT A 3'-0" x T-0" HM HM P PERID PER ID 20 MIN. L6, Ci, PI, P3, P4, P5, A1, A2 214 READING ROOM/ LOUNGE INT C 3'-0"xT-0"(2) AG j PER ID PER ID CI. Lii 214A READING ROOM/ LOUNGE INT M 3'-0"x6'-0" HCW WD WO P ER ID P FER ID PER ID PERID L1, P1 Li, Pt �FT5(MATCH) PT5(MATCH) CL Lii. Pi. P4.F5 AL FAF FT5(MATCH) PTS(MATCH ) CL 21 L6, CI, P1,P2, P3, P4, P5,A2 216 TRASH RM EXT 3'-0"x7'-0" HM HM P ;PT5 FT5 21 L5, C1, P1, P2, P3, P5, A2 217 POOL EQUIP RM EXT 3'-0°x7'-0" RN i HM P PT5 PT5 21 L5, CI, P1, P2, P3, P4, P5, A2 218 HK CLOSET INT 3'.087'-0" H SEIMINIMER ID PER ID 20MIN L5. C1, P1, P3, P4 F5, A1, A2 219 WC INT 3'-0"x7'-0" HM ®PERID PER ID 20MIN. L4, Ci. Pi. P3. P5. AI E202 EL EV LOBBY EXT 3'0"x7'-0" AG 01111111011.1PTS(MATCH) PT5(MATCH) CL 19. Ci. P1. P2, P3, P4.P5,A2 8200A-i 6TAIRA HM P PT5 Pt5 CW 90 MIN 21 L9, C1, P1, P2, P3, P4, P5, A1, A2 $200A-2 STAIRA INT INT 3'-0"x7'-0' HM HM P PERID PER ID CW 90MIN. L9, C7, P1, P3, P4, P5, A1. A2 S2008 STAIRS INT 3'.0 7-0 HM HM ' PTS PT5 CW 90 IN. L9, C1, P1. P3 P4, P5Ai. A2 S200C STAIRC EXi 6-0" x 7'-0" HM Pis PT5 CW 90 MIN. L9, Ci, Pi. P2. F3, P4, P5, At. A2 300E CORRIDOR INT EXi cm3'-0"x7'-0"(2) 3.0« x 7.-0. EgimimmER ID 1233.1111 A0 IN L9, C3, P1, P3, P5,, A1, A2 3096 340 LANDSCAPED COURTYARD EU 11a 3.0°x7-0" AG ©U • PERID PERI0 -= ® : L9, CI, P1, P2, P3, P4, P5, A2 L6, CI, P1, P3, P4, P5, A1, A2 3406 I I I\ II liMi3'0«x7'-0" HM PERID PERID L5, CI, PI, P4, P5. A2 341 BIM: ---- AG PERID G[iyCM® L6, C1, P1, T3, P4, P5, A1, A2 3418 CORRIDOR • P PERID PERID L4, CI, P1, P3, P5, AI �CHEF'S KITCHEN INT : : P PER ID PERID L6, C1. P1, P3, P4, P5, Ai. A2 3438 LANDSCAPED COURTYARD EXT 1 FAF PTS(MA TCH) MMOMMINIE. LATCH + HARDWARE PER MFR 12M1111111111EEBIBIIIIIEIIIIIIIIEIIIIWIMIZZIIIIIIIIIEUIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIMI ®C LI, P1 MIMIIIIIIIIM C 3'-0'x710" ESIMINIMIN ®' FlaffIEGENCENEEMMIIIIIIMINOI PERID LEXIIIMINIIIIIMMINII PER ID PER ID' 0.46; SEE WINDOW S35 21 I IMENZEIREEM L6, CI, Pt, P3, P4, P5, A1, A2 1111111111111111111111111111 CEMINIMI MAIMEMEEMBEMIMM ' -� LATCH + HARDWARE PER MFR PER PER L I. Pia r _ - effil avireiril, i i2I�3 INT jaT 3'-0"x7'-0" 3'-0"x7'-0" mimmazoirmis PER 'PER ID PT5 (MATCH) ,PT5 (MATCH) Emu 20 MIN. 046; 5EEWIND0W S33 21 L6, CI, PI, P2, P3, P4, P5 INT ®2'-6'x6'-i6" �FER ID PER ID - LI, Pi, P3, P4, A2 347 WOMENS LINT ©3',0'x 7'-0" SCW SCW : WD P ___PERID P FER ID PER 10 PERID __ __ L11, CI, PI, P4, P5, A2 INT 1111.33631111.1HM HM P PER ID PER ID 20MIN. LI, CI, PI. P3, P4. P5, Al NT OMRD"x7'10" PER ID PER ID _pMIN. L5, CI, Pt. P3, P4, P5, A1. A2 CIIIIMMI Ni A 310"xl'-0" HM ":® ISEM1111=11111111111- L5, CI, P1, P3, P4, P5, A1, A2 lggllIll MINIMIllA INT LIIIIIIIMIEU �� EEIIIIIIIIIIII , -LS.Ci. Pi. F3. P4. P5. Al. A2 '„8 © IIMEE 360B LANDSCAPED COURTYARD IEXT ©3'-0"x3-4 P PT5 (MATCH) MEMEMEMINIE - 360C LANDSCAPED COURTYARD IEXT F 3'-0"x3'-6" 3'-0"x VAL _AL AL P P PT5(MATCH) C MIN MEM 11113231111111111111111111111 361 HOT TUB AREA IEXT INT R �3-0"x _ 3'-0"x 7'-0' 7-0" AG _ HM AL HM P P Pis (MATCH) _ PER ID CL CW 90 MIN. L9. C1, Pi,F3L9. P® 5300A-1 53000 3'-0"x 7'-0" MTL HM MTL ®P P _--PER Pi4(MATCH) PT4(MA TCH) ID PERID CW 90 MIN _ ----- L6, L9, CI, P4, P5 L9, C1, PI, P3, P4, P5, At, A2 L6, L9. CI, P4,P5 ���-L9, C1, P1, P3, P4 P5, At, A2 S300®®®®Niii=1=111-- 0 ®��®®® PERID LEVEL4 04 RID r r r 90 MN. 20 MIN. L9,C3) PiP3P5A1, A2x7 ®- 451 ,ELEC. CLOSET INT A 3'-0°x 7'-0° mimiwiriPERID I-P PERID , IN IIIIIIIIIIIIIIINIIIIIIIIIII L5, C1 Pt P3 P4 P5, A1,A2 ®01111116=1111M 131111110111113-0"x70' PER ID ®��� L5, CI,P1, P3 P4, P5, AI, A2 3'.0'97'-0" ®P !PER ID PER ID - L5, CI,P1, P3, R4,P5, A1, A2 MIIIIIIIIIIIIIIIIIIIIIII 11111111111111111111111111111111111 Wall P PER ID PER ID IOW L9, C1, PI, P3, P4, P5, A1, A2 ®' 2111111PER10 PER ID CW 90 MIN LS, CI, Pi P3, P4, P5, A1, A2 _®EIIIIIIr ® ® L9, C1, PI, 13, P4, P5, A1, A2 LEVEL 5 500B CORRIDOR INT A 3,0" x 7'-0"(2) HM HM P PER 10 PER ID 90 MIN. L9, C3, P1,173, P5, A1, A2 550 RES. STORAGE INT A 310" x7'10" HM HM IP PER ID PER ID 20 MIN. L6, C1, Pt, P3, P4, P5, A1, A2 551 552 ELEC CLOSET INT A A 3'-0"x7'-0" HM HM HM P P PERID PERID 20 MIN. L5, C1, P1, P3, P4, P5, At, A2 TRASH TINT 3'-0°x7'-0° HM PERID PERID 45 MIN. Lii CI, P1, P3, P4, P5, AI, A2 553A IDF/ELEC IDE)ELEC [INT ;INT A 3-0'x7'-0" HM HM P PER 10 PERID 20MIN. IN. L L5, CI, P1, P3, P4, P5, AI, A2 L5, C1, P1,133, P4, P5, A1, A2 S500A STAIR 'INT 8 3'-0'x7'O° HM P PER ID PER ID CW '90 MIN, L9, CI, PI, P3, P4, P5, At, A2 55008 STAIRS ;INT 8 3-0'x7'-0" HM HM P PER ID PER ID CW 90 MIN. L9, CI, P1, P3, P4. P5, Al, A2 90 MW, L9, C1, P1, P3. P4 P5, A1, A2 6 600B CORRIDOR INT A 3'-0°x7'-0"(2) IiM HM P PER ID PER ID 90 MIN. L9, C3, P1, P3, P5, AL A2 650 RES. STORAGE LINT A 3'-0.x7'-0" HM HM P PER ID PER ID 20 MIN. L6, CI, PI, P3, P4,P5, At, A2 651 ELEC. CLOSET INT A 3-0°x7'-0" HM HM P PER ID PER ID 20 MIN. L5, CI, P1, P3, P4, P5, At, A2 652 TRASH HNT A 3-0'x7'-0" HM HM P PER ID PER ID 45 MIN. L11, C1, PI, P3, P4, P5, AI, A2 653A IDF !INT A 3-0°x7'-0" HM HM P PER ID PER ID 20 MIN, L5, CI, P1, P3, P4, P5, At, A2 6533 IDF HNT A 3'-0°x7'-0" HM HM P PER ID PER ID 20 MIN, L5, C1, P1, P3, P4, P5, At A2 5600A STAIR [INT B 3'-0"x7'D" HM HM P PER ID PER ID CW 90 MIN. L9, CI, Pi, P3, P4, P5, At, A2 S600B STAIRS INT B 3'-0"x7'-0" HM HM P PER ID PER ID CW 90 MIN. L9, CI, P1, P3, P4, P5, A1, A2 5600C STAIR .INi B 3'-0"x 7'-0" HM. HM P PER ID PER ID ON 90 MIN. L9, CI, Pi, P3, P4, P5, A1, A2 700E CORRIDOR INT A 3`-0"x T-0" (2) HM HM PER ID PER ID 90 MIN. L9, C3, P1, P3, P5, AI, A2 750 RES. STORAGE 751 ELEC. CLOSET 752 TRASH RM 753A IDF 7538 5700A 57008 S700C IDF STAIR STAIR B STAIR C NT A 3-0'x7-8 NT A HM HM T A HM T A 3'-0"x T-0" HM T A VD7'-0" HM T B 3'-0"x7'-0" HM 8 30°x7'-0" HM HM HM P HM P HM P HM P HM P HM P PER ID PER ID PER D FER D PERID PERID PERID PERID PERID PERID PER ID PER ID PER ID PER ID PER ID PER ID 20 MIN. 20 MIN. IN MI 90 90 MIN. 90 MIN. L6, C1, PI, P3, P4, P5, AI, A2 L5, C1, P1, P3, P4, P5, AI, A2 Lit C1, Pt, P3, P4, P5, A1, A2 L5, C1, P1, P3, P4, P5, AI, A2 L5, C1 P1, P3, P4 P5, AI, A2 L9, C1, Pi P3 P4, P5, At A2 L9, CI, PI, P3 P4, P5, Ai A2 L9, CI, Pt, P3 P4, F5, Ai, A2 T.O. ROOF 1801 ELEV. CONTROL RM EXT A 3'-0' x7'-0' HM HM P P75 Pis L5. C1, P1, P2, P3, P4, P5, A2 802 ELEV. CONTROL RM EXT A 3'0" x7'-0" HM NM P PT5 PT6 L9, C1, P1. P2, P3, P4, P5, A1, A2 803 WATER BOILER RM EDT A 3'.447'-0" HM HM P PT5 PT5 L9, CI, PI, P2, P3, P4, P5, AI, A2 S800B 1STNRB IIXT 8 3'-0'x7'-0" 461 HM P PT5 PT5 CW 90 MIN. L9, C1, P1, P2, P3, P4,F5, A7,A2 ABBREVIATIONS: AG ALUMINUM & GLASS AL ALUMINUM ALC ALUMINUM CLAD AN ANODIZED AST& ALUMINUM STOREFRONT THERMAL BREAK CL CLEAR CW CLEAR WIRED GLASS DG DOUBLE GLAZED E LOW,E GLAZING F FRENCH DOORS FG FROSTED GLASS FAF FACTORY APPLIED FINISH FL FLUSH G5 GARAGE SECTIONAL DOOR (STEEL GLASS) HCW HOLLOW CORE WOOD HM HOLLOW METAL INS INSULATED IR IMPACT RATED LVR LOWER MP METAL, PAINTED MIL METAL P PAINTED PREF PREFINISHED SCW SOLID CORE WOOD SG SAFETY GLAZING SL SAFETY LAMINATED SLD SLIDING DOOR ST STAINED STL STEEL TEMPERED TRANS TRANSLUCENT GLAZING V VINYL WO WOOD WG WOOD 8 GLASS WP WOOD, PAINTED WWM WOVENWIRE MESH D00R HARDWARE NOTES LI DEADBOLT L2 AUTOMATIC FLUSH BOLTS L3 MANUAL FLUSH BOLTS L4 PRIVACY LOCK • LS ELECTRIC LOCK L9 PANIC HARDWARE L10 PASSAGE HARDWARE Lii PUSH PLATE/PULLS. NO LATCH L12 AUTO CLOSURE, TIED TO SMOKE ALARM C1 CLOSER C2 SPRING HINGE C3 MAGNETIC DOOR HOLDER ACTIVATED BY SMOKE ALARM C4 MOTION SENSOR AUTOMATIC DOOR OPENER; DOORS SHALL BE MANUALLY OPERABLE DURING POWER FAILURE C5 ACCESSIBLE POWER OPERATOR PI THRESHOLD P2 FULLWEATHER STRIP P3 000R SWEEP P4 KICK PLATE P5 DOOR STOP AI SMOKE GASKET A2 SILENCER A5 INTERCOM A6 VISWPORT (PROVIDE TWO AT TYPE A UNITS) Al DOOR CHIME AS FULL PERIMETER SOUND SEAL M1 BYPASS HARDWARE M2 BARN 000R HARDWARE E0 EQ EQ TRANSLUCENT GLASS FINISH FLOOR 3 PANEL SLIDER 1/4°=1,0" FINISH FLOOR FULL-LITE RE GLASS VISION PANEL WISH FLOOR FINISH FLOOR FLUSH w/ VISION PANEL A FLUSH wvi PERFORATED PANEL, TYP SOLID METAL PANEL, TYP FINISH FLOOR FINISH FLOOR PARKING GARAGE DOOR - SECTIONAL n OVERHEAD COILING 16-0° BEL 10.7110-40.0))5401 1816, 8 i8161E� PERFORATED PANEL, 'PIP SOLID METAL PANEL, TYP FROSTED GLASS PANEL FINISH FLOOR FINISH FLOOR SECONDARY PARKING GARAGE DOOR - SECTIONAL 1/4"=1'-0° BYPASS SLIDER 114,1,0° FINISH FLOOR A6.03- DOOR SCHEDULE(RES) CONSTR FRAME PANEL DOOR LOCATION TYPE LEAF SIZE UCTION FRAME GLAZING FINISH COLOR COLOR FIRE RATING U-VALUE NOTES I - SWING RI UNIT ENTRY H 3-0" x7'-0" SCW HM P PER ID PER ID 20 MIN. L6, C1, PI, P3, P4, P5, AI, A2 R2 80.THR00M A 310"x6,8" NGW WD P PER ID PER ID L4, P5 R3 EXT. DECK C 310" x610' VNL VNL CL FAF WHITE !- 0.28 L1, Pt, P2, P3. P5, A2 R4 BEDROOM A 1310"x6'-8" HCW WD P PER ID PER ID L4, F5 R5 BEDRM. CLOSET A 3'-0" x6'-8" HCW WD P PERID [PER 10 L10 R6 WASHER DRYER M 2'-10"x6'8" HCW WD P PER ID FER ID L70 R7 UTILITY ROOM M 3401x6'-6 HCW WD P PERID PERID L10 RB CLOSET A 216°x6-19" (2) HCW WD P PER ID PER ID L10 R9 CLOSET A 2'-10"x6'-0" HCW WO P PER ID PER ID L10 1210 CLOSET/PANTRY A 2.4"x6'.4 HCW WO P PER ID PER ID L10 Rii PANTRY A 1'-81 x6'181 HCW WD P PER ID PER ID L10 R12 PANTRY A 3-0"x6'-0" HCW W0 P PER ID PER ID L10 Rii WASHER DRYER M 2'-6" x6'-10°(2) HCW WO P PER ID PER ID L10 R14 SHOWER S 2',8" x6'10" SG CL R15 EXT. DECK C 3'-0" x8',0° VNL VNL CL FAF WHITE - 028 Li, PI, P2, P3, P5, A2 3-BYPASS 81 CLOSET J I5'-0"x6'-8° HCW WD ( P PER ID PER ID M1 B2 CLOSET J j]'-2°x6'-8° HCW WO P PER ID PER ID MI 83 CLOSET J 7'b'x6'-8" HCW WD P PER ID PER ID M1 B4 CLOSET J 6'S"x618" HCW WD IP PER 10 PER ID MI 85 I CLOSET J 4'-6"x618" HCW WD P PER ID PER ID M1 6-BARN DOOR BD1 SLEJFG I FAF PER ID I PER ID M2 7- 3 PANEL SLIDER P51 SLEEPING K 9'0'x6'S AG AL FG FAF PER ID !PER ID HARDWARE PER MFR METAL LOUVER, SIZED PER MECHANICAL; PAINT TO MATCH DOOR WISH FLOOR SWING W/ LOUVER I/4"=1,0" WELDED WIRE MESH FINISH FLOOR STAIR GATE FINISH FLOOR BARN DOOR FINISH FLOOR METAL LOUVER, SIZED PER MECHANICAL; PAINT TO MATCH DOOR SWING W/ 1/4'=1'-0' - GLASS PANEL FINISH FLOOR FINISH FLOOR D FOR GJ 9+ .8PL1,-3JCC APPROVED NOV 14 2018 City of Tukwila BUILDI83 DI�f81 � PANEL FULL-LITE SHOWER /:_ GATE )4°=1'-0" URDvjL F,lyi'^. ARCHITECTURE URBANNIRURAL 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 kense 6 REGISTERED ARCHITECT I CHAR AEN�T'Z STATE h-WWWWWW STIINGIO DATE 10.30.2018 consultant logo p,nl,t name MARVELLE SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 407 BAKER BOULEVARD, TUKWILA, WA 98188 key plan su•L col ttals/revisions 100% SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT Fi 12.06.2017 BP CORK 1160"%CD CHECK SET i 01.10.2010 BID SET REVISIONS A 02.0020111 BP CORK 2 2 03.02.2018 100%CD 03.09,1018 SMOKE CONTROL SUBMITTAL 04.29.1018 ISSUED FOR CONSTRUCTION SETTS 06.15.2018 POST BP CORK 1 TO REV 4 5 08.15,2018 BP REV -__ 5 10.30.2018 draw, tale DOOR SCHEDULE & TYPES draw ng Information DATE 10.30.2018 SCALE 1/4" = i'-0"___.____-.___ DRAWN Author JOB # 17-004 copyright w�nonmuon ". u, wheel number - REVISION NO, 9 RECEIVED CITY OF TUKWILA NUV 01 2818 PERMJT CENTER WALL ASSEMBLIES WALL ASSEMBLIES ASSEMBLY TYPE DETAIL DESCRIPTION FIRE RATING SOUND RATING INTERIOR WALLS - WOOD FRAMED Al M TYP. INTERIOR PARTITION • 5/8" TYPE X GWB • 2X4 WOOD STUDS PER STRUCTURAL 1 HR GA WP 3510 NOT RATED V n • 5(8"TYPE X GWB 1 A2 FIG 2 HR INTERIOR PARTITION • 2 LAYERS 5/8" TYPE X GWB 2 HR GAWP4135 NOT RATED < 1� • 2X4 WOOD STUDS PER STRUCTURAL • 2 LAYERS 5/8° TYPE XGWB A3 PARTIT INTERIORLMBINGION .. • 5/8° TYPE X GWB • 2X6 WOOD STUDS PER STRUCTURAL 1HR GA WP 3510 NOT RATED :../V\. K J •.• 5F/I8L!.TyCApVEITYx PE W/ BATT INSULATION GWB WHERE FACING UNIT LIVING • PLUMBING WHERE OCCURS PER PLUMBING PLANS 2ND LAYER B" ... TYPE XIS LARD A4 2 HR INTERIOR PARTITION W/ • 2 LAYERS 5/8' TYPE X GWB 2HR GA WP 4135 NOT RATED • • PLUMBINGPLANS • CAVTYOUDPIPE W/ BATT INSULATION FI AYX A5 TYP. CORRIDOR WALL UNIT SIDE • 5/8" TYPE X GWB 1 HR GA WP 3242 STC 50-54 GA WP 3242 ' IN -�5 � ' • - fiririplifiy - ir. • 1/2" RESILIENT CHANNEL @ 16" 0.C. • 5WOODSTUDS PER STRUCTURAL 1/112" R-21BATT INSULATION • SHEATHING PER STRUCTURAL (REPLACE W/ 2ND LAYER 5/8" _-; CORRIDOR SIDE TYPE X GWB @ NON -SHEAR WALLS) "NOTE WHE E STRUCTURAL HAS SHEAR PANELS ON BOTH SIDES OF WALL • REPLACE RESILIENT CHANNEL WITH SHEATHING PER STRUCURAL • REPLACE 2X6 WOOD STUDS WITH 2X4 STAGGERED STUDS PER STRUCTURAL N A6 2HR CORRIDOR WALL I•„:., UNIT SIDE • 2 LAYERS 5/8° TYPE X GWB 2HR UL U301 STC 55-59 GA WP 3825 • 1/2" RESILIENT CHANNEL @ 16" 0.C. L • 2X6 WOOD STUDS PER STRUCTURAL • 51/2" BATT INSULATION • SHEATHING PER STRUCTURAL IT • -':.: NOTE WHERE STRUCTURAL HAS SHEAR PANELS ON BOTH ., CORRIDOR SIDE SIDES OF WALL • REPLACE RESILIENT CHANNEL WITH SHEATHING PER STRUCURAL • REPLACE 2X6 WOOD STUDS WITH 2X4 STAGGERED STUDS PER STRUCTURAL A7 TYP. PARTY WALL - • 5/8" TYPE X GWB • 2X4 WOOD STUDS PER STRUCTURAL 1 HR GA WP 3370 STC 45-49 GA WP 3370 � � .. ,... //// - - ..j ,) �, • 3 5/2' R-13 BATT INSULATION • 1" AIR SPACE g_ 44.4104014 �� ���� • MINERAL WOOL FIREBLOCK @ 10' MAX. 0.C, •• 3X4 WOOD STUDS PER 1/2° R-133 BATT INSULATION CTURAL ----•_- - - • SHEATHING PER STRUCTURAL (REPLACE W/ 2ND LAYER 5/8" TYPE X GWB @ NON -SHEAR WALLS) • 5/8"TYPE XGWB A8 2 HR PARTY WALL • 2 LAYERS 5/8" TYPE X GWB 2HR GA WP 3820 STC 55-59 GA WP 3820 - -.----rya'--.---•-.-- - ',' • 2X4 WOOD STUDS PER STRUCTURAL � • 31/2" R-13 BATT INSULATION • 1" AIR SPACE G ---- — - -- • MINERAL WOOL FIREBLOCK @ 10' MAX. 0.0. • 2X4 WOOD STUDS PER STRUCTURAL • 31/2" R-13 BATT INSULATION • SHEATHING PER STRUCTURAL • 2 LAYERS 5/8" TYPE X GWB A9 2 HR SHAFT WALL • 2 LAYERS 5/8" TYPE X GWB 2HR GA WP 4135 NOT RATED : -... AI :.: • 2X6 WOOD STUDS PER STRUCTURAL • • 2L YE S5/8TTYPE X GWB N A10 2 HR FIRE WALL : • 5/8" TYPE X GWB • 2X4 WOOD STUDS PER STRUCTURAL 2 HR GA ASW0997 STC 60-64 GA ASW0997 . . :.. . . . ........ .... ..:.:.. ..... _,. ., . • 31/2"R-13 BATT INSULATION • 3/4"AIR SPACE • MINERAL WOOL FIREBLOCK @ 10' MAX. 0.0 ''-� • 2"STEEL H STUDS @ 24" 0.C. -,--- • 2 LAYERS 1" GYPSUM SHAFT -LINER PANELS • 3/4"AIR SPACE • MINERAL WOOL FIREBLOCK 10' MAX. 0.C. -- --"- @ • 2X4 WOOD STUDS PER STRUCTURAL • 31/2" R-13 BATT INSULATION • 5/8" TYPE XGWB All 2HR FIRE WALL @ LEVEL 3 • 2 LAYERS 5/8" TYPE X GWB 2HR GA ASW 0997 STC 60-64 GA ASW 0997 �, FASWAV Fr • 2X4 WOOD STUDS PER STRUCTURAL r BATT INSULATION • 3/4AIR SPACE Iffitiffitrenizemini • MINERAL WOOL FIREBLOCK @ 10' MAX. 0.C. MingeisMingstainsw • 2" STEEL H STUDS @ 24" 0.C. • 2 LAYERS 1" GYPSUM SHAFT -LINER PANELS • 34" AIR SPACE _ _ _ , , _ _ •, ; - • MINERAL WOOL FIREBLOCK @ 10' MAX. 0.C. • 2X4 WOOD STUDS PER STRUCTURAL • 31/2" R-13 BATT INSULATION • 2 LAYERS 5/8" TYPE X GWB Al2 FURRING WALL W/ PLUMBING ..... —I • 5/8" TYPE X GWB • 2ND LAYER 5/8" TYPE X GWB WHERE FACING UNIT LIVING NOT RATED NOT RATED -4 t ROOMS AND BEDROOMS • 2X6 WOOD STUDS PER STRUCTURAL • PLUMBING WHERE OCCURS PER PLUMBING PLANS • FILL CAVITY AROUND PIPE W/ R-21 BATT INSULATION ASSEMBLY TYPE DETAIL DESCRIPTION FIRE RATING SOUND RATING INTERIOR WALLS- WOOD FRAMED Al M �7 2HR SHAFT WALL !—'- • 2 LAYERS 5/8" TYPE X GWB • 2X4 STAGGERED WOOD STUDS PER STRUCTURAL • 31/2" R-13 BATT INSULATION • 2 LAYERS 5/8" TYPE X GWB 2HR GA WP 3910 STC 50-54 GA WP 3910 . - .,' ..�-, :",;,' . Mp 14 TYP. CORRIDOR WALL WITH PLUMBING UNIT SIDE • 5/8"TYPE XGWB • 1/2" RESILIENT CHANNEL @ 16' 0,C. • 2X8 WOOD STUDS PER STRUCTURAL • 5112" R-21 BATT INSULATION • SHEATHING PER STRUCTURAL (REPLACE WI 2ND LAYER 5/8" TYPE X GWB @ NON -SHEAR WALLS) • 5/8"TYPE XGWB "NOTE WHERE STRUCTURAL HAS SHEAR PANELS ON BOTH SIDES OF WALL • REPLACE RESILIENT CHANNEL WITH SHEATHING PER STRUCURAL • REPLACE 2X8 WOOD STUDS WITH 2X6 STAGGERED STUDS PER STRUCTURAL 1HR GA WP 3242 STC 50-54 GAWP 3242 _.. "-. ` -...'.-.. _ .. -' ,.....".. © bi`.."`"�"".:.. .�"----. CORRIDOR SIDE -.. .- P9 J Al 2HR CORRIDOR WALL WITH PLUMBING UNIT SIDE ^-. • 2 LAYERS 5/8° TYPE X GWB • 1/2" RESILIENT CHANNEL @16" 0.C. • 2X8 WOOD STUDS PER STRUCTURAL • S E BATT PER STRON • SHEATHING PER STRUCTURAL UCTURAL • • 2 LAYERS 5/8° TYPE X GWB "NOTE WHERE STRUCTURAL HAS SHEAR PANELS ON BOTH SIDES OF WALL • REPLACE RESILIENT CHANNEL Vt9TH SHEATHING PER STRUCURAL • REPLACE 2X8 WOOD STUDS WITH 2X6 STAGGERED STUDS PER STRUCTURAL 2HR UL U301 STC 55-59 GA WP 3825 ,, _. y/X\y/\y y ✓ 1( I v © _ CORRIDOR SIDE WALL ASSEMBLIES ASSEMBLY TYPE DETAIL DESCRIPTION FIRE RATING SOUND RATING INTERIOR WALLS - METAL FRAMED B1 INTERIOR PARTITION (NON LOAD BEARING) .. • 5/8" TYPE X GWB • 35/8" STEEL STUDS @24" 0,C. • 5/8" TYPE X GWB NOT RATED NOT RATED > -' . - - " G B2 INTERIOR PARTITION W/ PLUMBING (NON LOAD BEARING)- '-•6"STEEL • 5/8° TYPE X GWB STUDS@24"O.C. PLUMBING WHERE OCCURS PER PLUMBING PLANS • FILL CAVITY AROUND PIPE W/ R-21 BATT INSULATION • 5/8" TYPE X GWB • 2ND LAYER 5/8" TYPE X GWB WHERE FACING UNIT LIVING ROOMS AND BEDROOMS NOT RATED NOT RATED ( - - - - - - -I B3 CORRIDOR WALL (NON LOAD BEARING) (r CORRIDOR SIDE 1.�., .,.. • 5/8" TYPE X GWB • 1/2" RESILIENT CHANNEL @ 76° O,C. • 6 STEEL STUDS @ 24" 0,C. • 51/2" R-21 BATT INSULATION • 5/8" TYPE XGWB HR UL V489 STC 50-54 GA WP 1047 ... _ UNIT SIDE A B4 PARTY WALL (NON LOAD BEARING) • 2 LAYERS 5/8" TYPE X GWB, STAGGERED SEAMS • 21/2" STEEL STUDS@24" 0,C. • 21/2" R-10 BATT INSULATION • 1" AIR SPACE STEEL• STUDS@ C. • 21/2" 6 80 TTON • 5/8"TYPE XGWB HR UL V469 STC 50-54 GA WP 5017 ' ';:;--' `-';:-' `:; ) © ��'ISV.�' ,A A•�''• ..... `Y,����I�YY' I .-.. -.. .. B5 2 HR SHAFT WALL (NON LOAD BEARING) --' • 2AYERS5/8"TYPE XGWB • 6" STEEL STUDS @24" O.C. • 51/2" R-21 BATT INSULATION • 2LAYERS 5l8" TYPE X GWB 2HR GAWP 1522 STC5559 GA WP 1522 ' 'r /\/`� B6 2HR SHAFT CLOSURE WALL (NON LOAD BEARING) • 2 LAYERS 5/8" TYPE X GVVB • 6" STEEL C-H STUDS @ 24" 0,C. • BATT INSULATION • 1" GYPSUM SHAFT -LINER PANELS 2HR GA WP 7054 NOT RATED .. .: B7 CORRIDOR WALL W( PLUMBING (NON LOAD BEARING) CORRIDOR SIDE • 5/8" TYPE X GWB • 1/2" RESILIENT CHANNEL @ 16" 0.C. • 8° STEEL STUDS @ 24" 0.C. • 51/2" R-21 BATT INSULATION • FILL STUD CAVITY AROUND PLUMBING MATT INSULATION • 5/8" TYPE X GWB 1 HR UL V489 STC 50-54 GA WP 1047 UNIT SIDE �-�-�D- B8• VTAC ENCLOSURE (NON LOAD BEARING) 5t8" TYPE X GWB 15/8" STEEL STUDS @ 24" 0.C. • R-8 BATT INSULATION • 5/8" TYPE X GWB _ NOT RATED ._ —NOT RATED �� - -. „ ...... B9 GWB FURRING -----i • 5/8' TYPE X GWB • 7/8° HAT CHANNEL @ 24" 0.C. NOT RATED NOT RATED B10 2HR INTERIOR PARTITION (NON LOAD BEARING) • 2LAYERS OF 5/8" TYPE X GWB • 35/8" STEEL STUDS @24" 0.C. • BATT INSULATION • 2 LAYERS OF 5(8" TYPE X GWB 2HR WP 7548 STC 50-54 WP 1548 i I . ..... REVIEWED FOR CODE COMPLIANCE APPROVED NOV 14 2018 City of Tukwila BUILDING DIVISION REVISION NO.1 UsoBAL ARCHITECTURE URBAIVIRURAL 1938 Fairview Avenue East sum ,00 Seattle, WA 98102 info@urbaIarchitecture.com www.urbalarchitecture,com T 206-257-0972 license 9il6'REGISTERED ARCHITECT of CRAD ALE ?I 'r3 /0 or wnsnncroi DATE 10.30.2018 consultant logo project name MARVELLE SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 407 BAKER BOULEVARD, TUKWILA, WA 98188 000 SD PROGRESS PRINT 09.07.2017 10.31.2017 FOUNDATION ONLY PERMIT BP CORR 1/60%CO CHECK SET 01.10.2018 BID SET REVISIONS 02.09.1018 BP CORR2 03.022018 00%CO 03.09.2018 SMOKE CONTROL 348081TAL 03.29.2018 IS SUED FOR CONSTRUCTIONSET�3 06.15.2018 __. POST BP CORR7TO REV4 08.15.2018 10.30.1018 P REV aw ng tt,e WALL TYPES draw g ormat•on DATE 10.30.2018 SCALE 11/2" = i'-0 DRAWN PJ JOB # Feet n moc B RECEIVED CITY OF TUKWILA NUV 01 2018 DISTANCE BENJEEN EXITS = 58'9".. EXIT PATH ' DISTANCE BETWEEN EXITS =131 EVEL 3 - EXITING DIAGRAM EXIT PAL DISTANCE BEN4EESTN EXITS = 295' RAVEL DISTANCE= 194' OCCUPANT LOAD CALCULATION ASSEMBLY, UNCONCENTRATED (LOUNGE, AMENITY KITCHEN) 1,405 NSF OLF =I5 NSF 0L=94 EXERCISE ROOM, LOCKER ROOM (FITNESS CENTER) 2,357 GSF OLF = 50 GSF OL=48 RESIDENTIAL(R-2) 28,951 GSF OLF= 200 GSF 0L=145 ASSEMBLY, (COURTYARD) 2,958 NSF OLF =15 OL= 197 SWIMMING POOL (HOT TUB) 84 GSF OLF =50 GSF OL=2 SWIMMING DECK 418 GSF OLF =15 GSF OL=28 BUSINESS AREA (SALON) 325 GSF OLF =100 GSF 0L=4 TOTAL OCCUPANT LOAD =518 EXIT LOAD KEY EXITD / (1I20F0CLOACUPANT LOAD IF2 EXITS EXIT CAPACITY 03" PER OCCUPANT FOR STAIRS 02" PER OCCUPANT FOR ALL OTHER COMPONENTS NOTE: TYP STAIR WIDTH: 54` THEREFORE 5410.3=180 EXIT CAPACITY TVP DOOR SMDTH.36" THEREFRORE 3610.2=180 EXIT CAPACITY REVIEWED FOR CODE COMPLIANCE APPROVED NOV 14 2C18 City of Tukwila BUILDING DIVISION REVISION NO, U RBAL.(J ARCHITECTURE URBANIP.URAL 1938 Fairview Avenue East SUITE100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture,com T 206-257-0972 tense 9776 'REGISTERED 050X)TECT "" AR A(.LW \INGTO STATCHE OF WASH DATE 10.30.2018 consul,logo project name MARVELLE SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 407 BAKER BOULEVARD, TUKWILA, WA 98188 I,, plan subm o ttats/revisions 100%SU PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERM IT Ft 12.06.2017 BP CORR. 1160%CD CHECK SET/ 01.10.2018 BID SET REVISIONS 4 02.09.2018 BP CORR2 A 03.02.2018 100%CD 03.09,2018 SNAKE CONTROL SUBMITTAL 03.29,2018 ISSUED FOR CONSTRUCTION SET 3 06.15.2018 POST BP CO RR1 TO REV 4 5 08.15.2018 BP REV9 Q 10.30.2018 of awing title OCCUPANCY/EXITING DIAGRAMS dxawing Information DATE 1O.30,2078 SCALE 3/32" -1'-0" DRAWN Author JOS # 17-004 opyngh �,mo,�oo"ors` ➢I sheet number A0.08 RECEIVED CITY OF TUKWILA NUV 01 2018 pfRMIT C 363' BOLT -ON CONN PER 15/S4.03 SIM, TYP AT CORNER CONDITION 9 121 236 STUDS 16.0C JO15T PERP r-236 STUDS ©12'OC 2x6 STUDS B 16'OC 0 IIIIIDr Mtn Ali 226 STUDS B 12.0C P AT BOLT ON BALCONY 620 POST 1YP AT BOLT -ON BALCONY TY TYP AT CORRIDOR HDR 12) 226 STUDS 51 16 OC JOIST PERP- 09I 9 (2/ 2x6 STUDS 16.0C JOIST PERP 0T 2 25T 2 3] 2W3 T 195-10' VP f 14'061/2' BOLT-O,') BALCONY BY OTHERS 3550T O 2W2 6.200 ®2W2 650 POST VP AT BOLT -ON BALCON )ALIGN W/636 ABOVE AT INTERIOR COURTYARD) 6DOT © 36.25 50T 25T 2W2 3].50T ©2W2© 3625T 0 33.25T TVP W 36.25 `H555x5x'3/6 -2x4 STUDS 0 12.0C (ALIGN W/6xe ABOVE AT INTERIOR COURTYARD) STUD BEARING WALL SCHEDULE (2) LEVEL RRIDOR WALL (3)� PARTY WALL le INTERIOR UNIT WALL EXTERIOR WALL 7 234016'00 2x4 6/16'0C 204016'00 226 016.00 6 2x4016.0C . 2x4 B 16.00 224 016.0C 226 B 16'0C 5 244016'00 224 012.00 (2) 2x4 65 16'0C 226 016'00 4 204016'00 ` 224012.00 (2)2446316.00 236016'00 3 224012'00 J (2)224016'00 12)2x4B 12'OC OR (2) 2S21 1/233 1/2 B 16.0C 206016'OC NOTE: 11) PARTY WALL CONSIST OF DOUBLE WALLS. SPACING SHOWN IS FOR EACH INDIVIDUAL WALL. 121 SHAFT WALL TYPICAL A13 PER ARCHITECTURAL SHALL CONSIST OF 2x4 STUDS ®8'OC STAGGED ON A 236 PATE. t3) CORRIDOR WALLS TO BE 224 STUDS STAGGERED ON 226 PLATE. BUNDLED STUDS AT EAMS AND HEADERS AND COMPRESSION STUDS FOR T1E-DOWNS SHALL BE 226. ADDITIONA' NEO •. MATT P•OVID 0 PEPLEA STUD AND SHEAR WALL PLAN NOTES: STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER SO 01, SO.0200.03 AND SO.04. LUMBER GRADE PER STRUCTURAL GENERAL NOTES. ALL INTERIOR NON -BEARING, NONSTRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES. (2) 226 STUDS © 16'0C JOIST PERP- 2W2 36.DOT 2W2 20 2W2 2].DOT 12' P-T CONC SLAB PER PLAN NOTES T/SLAB = 49L' Q 25.50T .50T 2W2 26.50T TYP AT BOLT ON BA, CONY BOLT ON BALCONY BY OTHERS MATCNLIN PER St 03BW O INDICATES TENSION LOADS REQUIRED (IN KIPS). LOADS SHOWN ARE AT SERVICE LEVEL IASDI. CIRCLED NUMBER INDICATES NUMBER OF STUDS REQUIRED FOR TDS HOLD-DOWN, PLACE HALF ON EACH SIDE OF TDS. WHERE LSL STUDS ARE USED A DIRECT (2) LSL TO (3) 2x4 SUBSTITUTION MAY BE USED AT CONTRACTOR DISCRETBN. 9. TYPICAL HOLD.DOWN ELEVATION PER 10/S5.01, 4/S5.01 AND 9/55.01, HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY 111 TRIMMER AND 11) KING STUD MINIMUM, UNO, INTEAR UNIT WALL HEADERS AT LEVEL 3 SHALL HAVE(2)TRIMMER STUDS, UNO. WHERE MORE "NANO) 10 TRIMMER IS REQUIRED, THE NUMBER OF TRIMMER STUDS SHALL BE NOTED THUS:.. TRIMMERS TO BE CONTINUOUS TO THE POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING, 11 5. BEAMS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY 12) BUNDLED SN0S MINIMUM, UNO, WHERE MORE THAN (21 BUNDLED STUDS ARE REQUIRED, THE NUMBER OF BUNDLED STUDS SHALL BE NOTED THUS: n-0 . BUNDLED STUDS TO BE CONTINUOUS TO THE POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING. 6. SHEAR WALL AND NAILING REEGUIREMENTS PER SHEAR WALL SCHEDULE 19/S501. 7. AT STAGGERED STUD WALLS, BUNDLED STUDS, TRIMMER STUDS, KING STUDS AND SHEAR WALL COMPRESSION STUDS ARE TO MATCH THE WIDTH OF THE WALL PLATES. ANCHOR BOLTS TO BE 5/6' DIA x 7' MINIMUM EMBEDMENT PER 4/S4 04. PROVIDE HOT.DIPPED GALVANIZED ANCHOR BOLTS AT PRESSURE -TREATED SILL PLATES. BEARING WALLS HAVE BEEN DESIGNED TO BE FULL BRACED BY GYPSUM AND WOOD SHEATHING. IF TOP DOWN FINISH IS DESIRED, THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING THE UNBRACED CONDITION OF THE STUDS UNTIL THE SHEATHING) SAPPLIED. 12. TYPICAL DETAILS PER: 1/55.01 TYPICAL INTERIOR STAIRWELL ELEVATION 3/55.01 TYPICAL STUD WALL OPENING (HEADER) DETAIL 5/55.01 TYPICAL TOP PLATE SPLICE DETAIL 10/S5.01 TYPICAL SHEAR WALL ELEVATION 4/S5.02 FIRE CLOSET ATSHEARWALL 15/S5.03 TYPICAL HOLES AND NOTCHES IN WOOD STUDS 4 INDICATES LOCATION OF HOLD.DOW\ REVIEWED FOR CODE COMPLIANCE APPROVED NO1 14 2018 City of Tukwila NG DIV16iON LEVEL ] LEVEL 6 LEVEL5 A LEVEL O A LEVEL3 0 LEVEL2 A LEVEL 1 NOTE: DARKENED LINES DESIGNATE AREA OF WORK. LEVEL 3 STUD AND SHEAR WALL PLAN - NORTH SCALE. 1/6• _ '.'0' 1' >D R ARCHITECTURE URSAil /0URAL 1938 Fairview Avenue East sm.Eloo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license of ItACR0 consultant logo �M•s Cr1 /2I00 FA SS 707 W 2nd Avenue Spokane, Washington 99201 P:(509)455-4448 www.dci-englneers.tom c ivl� s s sat_ ®co project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98180 ey plan submittals/mvlsIon s BURRING PERMIT SET 10.31.17 FWNDATION ONLY PER611T 12.06.17 �.\ SiRUCNRALRESUBMITTAL !" 12.18.17 $IRUCTURALRESUBMITTAL 2 01.10.18 STRUCTURALBIDSET 1 02.02.18 BP COORDINATION 2/100%CDSET 03.00.18 ISSUED FOR CONSTRUCTION SE/.� 06.16.18 POSTBP CORR.I TO REV 4 /" 0&15.18 drawing title LEVEL3 STUD AND SHEAR WALL PLAN - NORTH drawing information DATE 12.06.17 SCALE As ind'cated DRAWN BSD JOB # 17041-0175 copy g hl a a cuc. she mber REVISION NO. 1.03AW RECEIVED CITY OF TUKWILA 11114 01 2018 HHUS HGR BOLT ON CONN PER 17/S5,03, PSL51/4xi17/8// TVP AT CORNER CONDITiOS 2x10 LEDGER W/ 14) SOWS2260006 SCREWS16.0C 12) SCREWS AT JOIST PARALLEL 5 114xi 1 7/8 SLSI/ xi1 7/8 mil HHUS HGR � n PSL5 TVP -DHU HGR, 175 AT (2) HOUR WALL, UNO L3 1/2x91/4 PLANDI G IDE OBLLATE COMPR •SSi0N LANDIN BEAM (21 LSL1 1/2x1 P AT OLT ON DECK PSL51/4x11 7/8, TYP AT BOLT ON BALCONY 11 7/8' TJ1210 A 16.0C MT AT CORR100R 11 7/8° 7.11210016'0C4 TIP, UNO' PSLS 1/411 7/8, TYP AT BOLT -ON BALCONY 23/32"SHTHG PER PLAN NOTES T/SHTHG=59'-103/4° 12) LSL RIM, TYP AT EXT HDR 5 02 TYP AT PARTY WALL TYP AT PARTY WALL TYP AT BOLT -ON DECK 7/8" TJI 210 016'0C P, UNO TYP AT INT UNIT WALL 12) LSL RI AT EXTH 23/32' SHTHG PER PLAN NOTES T/6HTHG = 59'-103/4' �LSL :M, NP AT(2) EX0'RIHOR /BOLT-ON,BALCONY BY OTHERS TVP AT INT UNIT WALL 121 LS'-_1 1/2x117/8 RIM JOIST, TYP AT CORRIDOR, UNO 2) LOCH/2x11 7/8 (2 L SL' x11 Z/8 WPHGR, WELDED TO BEAM -44095Li i/2x11L DBL 2x10 BLKG, ALIGN W/ WALL ABOVE, TYP T/STL = 59'-81/4 /VERIFY W/ FIRE WRAPINGI, TYP WPHGR PSLS 1/4xi 1 7/ TVP PSL51/4x117/ HUGO HGR DBLJOIS - STL CANOPY PER SUPPLIER-�, SIM OBL JO FLOOR FRAMING PLAN NOTES: 1 2) LSL1 1/ 1-1 7 PSL51/4 i 7/8 1 7/8° TJIl 8 12'OC= DHU HGR, TY 0-0-AT (2) HOUR WALL, UNO u W10x30 U PSL7x11 7/8 HGLT (WELD TO TOP FLANGE PER MFR RECOMENDATIONS), PROVIDE 1/4' WEB '1IFF AT HGR 10x60 HGR, lYP AT ST_ UNO HB HGR WELDED TO BEAM HB HGR WELDED TO REAM T/STL >59'-81/4' (VERIFY W/ FIRE W RAPING), TYE' TYP AT COL 0X39 T/STL= 59'-81/4' (VERIFY W/ FIRE WRAPINGIGI, TY� -HB HGR WELDED W10x39 TO BEAM 93.4 PSLS 1/4x7 TYP ATCORRIDOR .SL3 1/2x HUC HGF /WELD PER MFR RECOMENDATIONS)- —�-7? HHUS HGR Jf n 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01, SO.02, SO.03 AND SO.04. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. 3. FLOOR SHEATHING PER PLAN AND STRUCTURAL GENERAL NOTES. SHEATHING TO BE GLUED AND NAILED TO FRAMING WITH 0.131' DIAx2 1/2' NAILS O 6'OC AT PANEL EDGES AND R 12'OC FIELD, UNO. LAY SHEATHING WITH FACE GRAIN (LONG DIRECTION) PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW t/8' SPACE BETWEEN PANEL ENDS AND EDGES. 4. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL,PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. 5. ALL WOOD EXPOSED TO CONCRETE. WEATHER, OR WITHIN 8' OF FINISHED GRADE SHALL BE PRESSURE TREATED. 12. 6. ALL2x HANGERS TO BE FACE MOUNTTYPE LUS, UNO. GLULAM, PARALLAM AND MICROLLAM HANGERS AREAS A, SPECIFIED ON PLAN.'(' JOIST HANGERS TO 3E FACE MOUNT SIMPSON IUS TYPE, UNO. 13. 7. HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE 12) 2x10 MINIMUM. HEADER SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. SUR/L HGR (2) LSL/ 1/2 12) LSL1 1/2xi 1 7/8 RIM JOIST, TYPAT CORRIDOR, UNO 7/8' TJI 210 Cm 16'0C P AT CORRIDOR TYP AT INT JN.T WALL TT AT PARTY WALL I (2) LSL RIM, IV AT EXT HDR TYP AT BOLT -ON DECK �-BOLT-ON BALCONY BY OTHERS 8. BEAMS ARE FLUSH FRAMED WITH JOISTS UNLESS NOTED OTHERWISE ON DETAILS, OR ON PLANS AS 'DB' INDICATING THAT DROPPED BEAM FRAMING IS REQUIRED. BEAM SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. PROVIDE A35 CUP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES. 9. PROVIDE FULL HEIGHT SOLID BLOCKING OR DOUBLE JOISTS UNDER ALL SHEAR WALLS AND BEARING WALLS. AT SHEAR WALLS PARALLEL TO FRAMING, ALIGN 11) JOIST OVER SHEAR WALL (ADDITIONAL JOISTS MAY BE REQUIRED). 10. ALL RIM JOISTS AND BLOCKING TO BE 1 1/2' LSL MINIMUM, UNO. 11. PROVIDE DOUBLE JOISTS AROUND ALL FLOOR AND ROOF OPENINGS GREATER THAN 24' ON ONE SIDE. BEARING STUD, SHEAR WALL, HOLD-DOWN, POST SIZE, AND POST CAP AND BASE REOUIRE:MENTS BELOW PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. HANGERS PER PLAN SHALL BE ATTTACHED WITH MAXNAI'VNG PER SUPPLIER, UNLESS NOTED OTHERWISE ON PLAN. REVIEWED FOR CODE COMPLIANCE APPROVED NOV 14 2018 City of Tukwila BUILDING DIVISION ROOF , LEVEL7 LEVEL 6 LEVEL 5 LEVEL 4 B LEVEL eta LEVEL 2 LEVEL1 NOTE: DARKENED LINES DESIGNATE AREA OF WORK. STRUCTURN. BIDS ET ✓ G , /_ t;✓ ARCHITECTURE U00/2i0IaunA 1938 Fairview Avenue East SURE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture,com T 206-257-0972 license 707 W 2nd Avenue Spokane, Washington 99201 P,(509)455-4448 w,vw.dci-en9ineels.com CIVIL / STR,CTUF2A.L ®mvr&M laxurzoawm Co:„ sup Incr11P10. emir. project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 key plan submolais/revisio BUILDING PERMIT SET 0.31°17 FOUNDATION ONLY PERMIT 2.06. UCTURALRESUBMITTAL 2.1817 STRUCTURALRESUBMITTAL A, 01.2D. D2.02 BP COORDMAT10N 2/100%CD SET 0809°18 ISSUED FOR CONSTRUCTION SET/8\ 06.15.18 POSTBPCORR. 1 TO REV Ing1 LEVEL 4 FRAMING PLAN - NORTH g info( ion ATE 12.06°17 SCALE Asindlcated ORA 650 JOB 704t-0175 eet REVISION NO... S 1.04A F LEVEL 4 FRAMING PLAN - NORTH SCALE'. 1/8' =1'-0' CITY OF TUKWILA RECEIVED NUV 01 2011 TFP 98-10' o 00 0 3603' 23'-0' 23'-0' 61/2 8'-51/2' 9-5 1/2' 34 _11' 0\ 6x8 POST, TYP AT BOLT ON BALCONY (2) 2x8 STUDS 16.0G JOIST.PERP 2x6 STUDS 016'OC O 2400T 19.03T 2W3 2x6 STUDS M 16'OC 2x6 STUDS 5 16'OC 2 �- 24.00T 19.00T J (2) 2x6 STUDS 16.00 JOIST PERP 25.00T 0 22.50T 2 2W3 O 2250T r BOLTON BALCONY 1 BYOTHE S J 2375T) 2W2 24.25T O 2W3 0 24.25T 0 © 24 2500T 2W2 O 25.DOT TYP 6. POST, TYP AT BOLT ON BALCONY 638 POST, TYP AT BOLT ON BALCONY 5T 24425T 242pp O 1050T 02W3 0 2W3 24.25T / 19.50T STUD BEARING WALL SCHEDULE (2) LEVEL C RRIDOR WALL (3) PARTY WALL to INTERIOR UNIT WALL EXTERIOR WALL 7 254516'00 254616'00 254016'0C 2561616'00 6 2546316.00 254016'00 2x4016'0C 256016'00 5 2x4016'OC 2x4012'OC (212x4/X 16.0C 2x6() 16'OC 4 2341616'00 2243112.00 (2)2541916.00 256016'00 3 2x4 G.12.0C (2)2x4016.0C (2/2 CV 12'0C OR (2) LSL1 12x3 121316.0C 2x6®16.0C NOTE: (1) PARTY WALL CONSIST OF DOUBLE WALLS. SPACING SHOWN IS FOR EACH INDIVIDUAL WALL. (2) SHAFT WALL TYPICAL A13 PER ARCHITECTURAL SHALL CONSIST OF 2x4 STUDS B 8'0C STAGGED ON A 2. PLATE. (3) CORRIDOR WALLS TO BE 2. STUDS STAGGERED ON 2x6 PLATE. BUNDLED STUDS AT BEAMS AND HEADERS AND COMPRESSION STUDS FOR TIE -DOWNS SHALL BE 2x6. ADDITIONAL INFO 'MATI.N P OVID D PEPIA. . 12) 2x4 0 12'0C (4) 2x6 STUDS 5 1fi OC /000 PERP- 0 2250T 2W2 STUD AND SHEAR WALL PLAN NOTES: e- STACK BUNDLE W/ COL/ BELOW, FULL HEIGHT 1- STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01, S0-02,50-03 AND S0.04. 2. LUMBER GRADE PER STRUCTURAL. GENERAL NOTES. 3. ALL INTERIOR NON -BEARING, NONSTRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES. . HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY(1)TRIMMER AND (1/ KING STUD MINIMUM, UNO. INTERIOR UNIT WALL HEADERS AT LEVEL 3 SHALL HAVE (2) TRIMMER STUDS, UNO. WHERE MORE THAN (1) TRIMMER IS REQUIRED, THE NUMBER OF TRIMMER STUDS SHALL BE NOTED THUS: t(2). TRIMMERS TO BE CONTINUOUS TO THE POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING. 5. BEAMS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY (2) BUNDLED STUDS MINIMUM, UNO. WHERE MORE THAN (2) BUNDLED STUDS ARE REQUIRED, THE NUMBER OF BUNDLED STUDS SHALL BE NOTED THUS: . BUNDLED STUDS TO BE CON014000S TO THE POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING. 6. SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WAIL SCHEDULE 19/S5.01. 7. AT STAGGERED STUD WALLS, BUNDLED STUDS, TRIMMER STUDS, KING STUDS AND SHEAR WALL COMPRESSION STUDS ARE TO MATCH THE WIDTH OF THE WALL PLATES. 5,OOT 2W2 t2 2525T 2W2 0 0 2W3 .75T 16 00 CV 00 2 10 6.00T BOLTON BALCONY BY OTHERS MATCHLINE _ PER 51.048W X.)(T 8- f INDICATES TENSION LOADS REQUIRED (INK:PS)- LOADS SHOWN ARE AT SERVICE LEVELIASDI. CIRCLED NUMBER INDICATES NUMBER OF STUDS REQUIRED FOR TDS HOLD-DOWN, PLACE HALF ON EACH SIDE OF TDS. WHERE LSL STUDS ARE USED A DIRECT 121 LSL TO (3) 2. SUBSTITUTION MAY BE USED AT CONTRACTOR DISCRETION. TYPICAL HOLD-DOWN ELEVATION PER 10/S5.01, 4/85.01 AND 9/S5.01. 10. ANCHOR BOLTS TO BE 5/8'DIAx7' MINIMUM EMBEDMENT PER 4/S4.04. PROVIDE HOT -DIPPED GALVANIZED ANCHOR BOLTS AT PRESSURE -TREATED SILL PLATES. 11. BEARING WALLS HAVE BEEN DESIGNED TO BE FULL BRACED BY GYPSUM AND WOOD SHEATHING. IF TOP DOWN FINISH 10 DESIRED, THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING THE UNBRACED CONDITION OF THE STUDS UNTIL THE SHEATHING IS APPLIED. 12. TYPICAL DETAILS PER: 1/56.01 TYPICAL INTERIOR STAIRWELL ELEVATION 3/S501 TYPICAL STUD WALL OPENING (HEADER/ DETAIL 5/S5.01 TYPICAL TOP PLATE SPLICE DETAIL 10/S5.01 TYPICAL SHEAR WALL ELEVATION 4/55.02 FIRE CLOSET AT SHEARWALL 15/55.03 TYPICAL HOLES AND NOTCHES IN WOOD STUDS INDICATES LOCATION OF HOLD-DOWN REVIEV'ac0 FOR CODE COMPLIANCE APPROVED NOV 1 4 2C18 City of Tukwila BUILDING DIVISION LEVEL 7 B LEVEL 6 Q LEVEL 3 LEVEL 2 4. LEVELI 4, NOTE: DARKENED LINES DESIGNATE AREA OF WORK. LEVEL 4 STUD AND SHEAR WALL PLAN - NORTH SCALE: 1/6' =1'-0' ARCHITECTURE U:iOi(LIEU RAL 1938 Fairview Avenue East som.loo Seattle, WA 98102 info@urbalarchitecture.com ww.urbalarchitecture.com T 206-257-0972 GI/1 PL'4C Pt C' 50IRS0 707 W 2nd Avenue Spokane, Washington 99201 P:(509) 455.4448 wemdc4ergineers.com STRUCTURAL ®cop 9 10/2017 663a3334. 313..Al'ialpnuaesenal project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 key plan submittals/revisions BUILDING PERMIT SET 10.31.17 FOUNDATION ONLY PERMIT 06 STRUCTURAL RESUBMITTAL STRUCTURAL RESUBMITTAL STRUCTURAL BID SET BP COORDINATION 21100%C0 SET 12.18.17 01.10.1E 02.02,18 03.09.18 ISSUED FOR CONSTRUCTION SET/3\ 06.15.18 POSTE], CORR.1 TO REV 88.15.18 drawing title LEVEL 4 STUD AND SHEAR WALL PLAN - NORTH drawing information DATE 12.06.17 SCALE As indicated DRAWN BSD JOB# 17641-0175 copyright PLLC properly 11 P. sheet number REVISION NO,g S 1.04AW RECEIVED CITY OF TUKWILA NUV 01 201E PERMIT CENTER 36'3' 2x6 STUDS 416'OC 2 2x6 STUDS 4 16.0C 6x8 POST, TYP AT BOLT ON BALCONY 23' 0' T 4.50T TYP 14 75T 21, O 13.75T 2W3 195'00' 23NO. 2W3 I 75f 0 2W BOLT -ON BALCONY BY OTHE/S J 50T O 14 112x6 STUDS 16'OC JOIST PERP- O 1375T 75T 6x8 POST, TYP AT BOLT ON BALCONY 6x8 POST, TYP AT BOLT ON BALCONY 2W3 1475T 02W3® 94]bT OT W2 WO 14]5T 1207T STUD BEARING WALL SCHEDULE (2 LEVEL C RRIDOR WALL (3)1 PARTY WALL (tt INTERIOR UNIT WALL EXTERIOR WALL 7 2x4416.00 >2x4016'00 2x4016.07 206016'0C 6 204016.00 . 204016'0C 204416.00 20016'07 5 2044016'07 ) 204412'07 (2/204016'00 206416.00 4 2x4016'0C 2x40 /2'OC (2)2x4016'OC 2x6 @I 16'0C 3 204012'00 'I 121204016'00 1212x4012'0C OR(2{ LSL11/2x31/2416'0C 2060,16.00 NOTE: (1{ PARTY WALL CONSIST OF DOUBLE WALLS. SPACING SHOWN IS FOR EACH INDIVIDUAL WALL, 12{ SHAFT WALL TYPICAL A13 PER ARCHITECTURAL SHALL CONSIST OF 2x4 STUDS 48'OC STAGGED ON A 2x6 PLATE. (3) CORRIDOR WALLS TO BE 2x4 STUDS STAGGERED ON 2x6 PLATE. BUNDLED STUDS AT BEAMS AND HEADERS AND COMPRESSION STUDS FOR TIE -DOWNS SHALL BE 2x6, ADDITIONA INFO 'MAN 8N P OVID D PERA 2W3 76T O STUD AND SHEAR WALL PLAN NOTES: 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S001,R0.02,50-03 AND S0.04. LUMBER GRADE PER STRUCTURAL GENERAL NOTES. ALL INTERIOR NON -BEARING, NON-STRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 4. HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY (1) TRIMMER AND(1{ KING STUD MINIMUM, UNO. INTERIOR UNIT WALL HEADERS AT LEVEL 3 SHALL HAVE (2/ TRIMMER STUDS, UNO, WHERE MORE THAN (11 TRIMMER IS REQUIRED, THE NUMBER OF TRIMMER STUDS SHALL BE NOTED THUS: TRIMMERS TO BE CONTINUOUS TO THE POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING. 5. BEAMS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY 12{ BUNDLED STUDS MINIMUM, UNO. WHERE MORE THAN (21 BUNDLED STUDS ARE REQUIRED, THE NUMBER OF BUNDLED STUDS SHALL BE NOTED THUS: a Q . BUNDLED STUDS TO BE CONTINUOUS TO THE POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING. 6. SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 19/5501. 7. AT STAGGERED STUD WALLS, BUNDLED SPUDS, TRIMMER STUDS, KING STUDS AND SHEAR WALL COMPRESSION STUDS ARE TO MATCH i HE WIDTH OF THE WALL PLATES. TYP .2 2W O 15.00T 2W3 5T 900T n 2W3 6.00T s00T © 2W3 XXT 8. r INDICATES TENSION LOADS REQUIRED(IN KIPS). LOADS SHOWN ARE AT SERVICE LEVEL(ASD). CIRCLED NUMBER INDICATES NUMBER OF STUDS REQUIRED FOR TDS HOLD-DOWN, PIACE HALF ON EACH SIDE OF TDS. WHERE LSL STUDS ARE USED A DIRECT (2) LSL TO (312x4 SUBSTITUTION MAY BE USED AT CONTRACTOR DISCRETION. 9.00 6x8 POST, TYP AT BOLT ON BALCONY -BOLT-ON BALCONY BY OTHERS MATCHLIN PER St 05B' rig 9. TYPICAL HOLD-DOWN ELEVATION PER 10/S5 01, 4/S5.01 AND 9/S5.01. 10. ANCHOR BOLTS TO BE 0/8 DIAx7' MINIMUM EMBEDMENT PER 4/S404. PROVIDE HOT -DIPPED GALVANIZED ANCHOR BOLTS AT PRESSURE -TREATED SILL PLATES. 11. BEARING WALLS HAVE BEEN DESIGNED TO BE FULL BRACED BY GYPSUM AND WOOD SHEATHING. IF TOP DOWN FINISH IS DESIRED, THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING THE UNBRACED CONDITION OF THE STUDS UNTIL THE SHEATHING IS APPLIED. 12. TYPICAL DETAILS PER. 1/S5.01 TYPICAL INTERIOR STAIRWELL ELEVATION 3/S5.01 TYPICAL STUD WALL OPENING (HEADER) DETAIL 5/S5.01 TYPICAL TOP PLATE SPLICE DETAIL 10/S5.01 TYPICAL SHEAR WALL ELEVATION 4/S502 FIRE CLOSET AT SHEARWALL 15/55.03 TYPICAL HOLES AND NOTCHES IN W000 STUDS INDICATES LOCATION OF HOLD-DOWN- REI/iEV''jL:D rOR CODE COMPLIANCE APPROVED NOV 142018 City of Tukwila BUILDING DIVISION ROOF A LEVEL 7 s LEVEL6 A LEV�EL3 LEVEL 2 g LEVELI NOTE: DARKENED LINES DESIGNATE AREA OF WORK. LEVEL 5 STUD AND SHEAR WALL PLAN - NORTH SCALE'. 1/a'=1NO' ARCHITECTURE U CSANIRURAL 1938 Fairview Avenue East :000,00 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license wnCijo,.. 1NAL 7-','C consu0ant logo W�y L5 I Ill C,O' E /8 ® 707 W 2nd Avenue Spokane, Washington 99201 PC(5019)) 455-4446 www.dci-enn9ineers.com rz am eeonmrsaocR� ni Rgmsaemrvea e ®0K+.1.17 oSTRUCTURAL_ project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 96188 key plan sdbm3lalslrevision s BUDDING PERMIT SET m.21.i7 FOUNDATION ONLY PER IT fl 1206.17 STRUCTURAL REBUBMITTAL 1 12.18.17 STRUCTURALRESUB MITTAL 2 01.10.18 STRUCTURAL 8O SET 1 02.0218 BP C00ROINA710N 0 (I26N CD SET 03.09.18 IS SUED FOR CONSTRUCTION SET 0615.18 /�� POSTBPCORR. I TO REV 4 / " 1 08.15.18 drawing title LEVEL 5 STUD AND SHEAR WALL PLAN - NORTH drawing information DATE 12.06.17 SCALE As indicated DRAWN B5D JOB # 17041-0175 .anomino�:m�o sheet numbermarsPuc. REVISION NO, 1 a05AW CITY ECr=8 OF TUKW ILA NUV 01 2018 PERMIT.__CE n ATCHLINE :RS:068W---- - 6x8 POST, TYP AT BOLT ON BALCONY (2)2x6 STUD 16'OC JOIST PERP 2x6 STUDS ®16'OC 2x6 STUDS ®16'OC 0 0 6.0OT \-2x6 STUDS ® 16'OC (2) 2x6 STUDS 16'0C JOIST PERP W2 600T O L 195'-10' 23 -0' j' BOLTOyy BALCONY / BY OTHEriS L 00T 0 0 0 9'351/2' 6'-21/2' J 00T Q 700 kr (;) 2x6 STUDS O 16'0C JOIST PERP- W2 / 6,75T ©w2 © 675 6.78 / } 6,6 POST, TYP AT BOLT ON BALCONY 6x8 POST, TYP AT BOLT ON BALCONY ]00T/ 675T © W2 O 675T 0 6i OT W2 66DT O 6.75T W2 6 75T r STUD BEARING WALL SCHEDULE (2) LEVEL RRIDOR WALL I 3I PARTY WALL () �` INTERIOR UNIT WALL EXTERIOR WALL 7 204016'00 2042216.00 20401800 86016.00 6 204016'00 J 204016.00 234016.00 2862<16'00 5 2x4Q 16'0C 2x4®12'0C (2)2240I6'OC 2x6016'0C 4 2x4616.00 ` 284012.00 (2)2x41016'00 206016(00 3 2x4®12.0C (2)282016.0C ` (212x4@ 12.0C OR LS1.1 1/2x31/2 ®16.0C 2x6®16'OC NOTE: 11) PARTY WALL CONSIST OF DOUBLE WALLS. SPACING SHOWN IS FOR EACH INDIVIDUAL WALL. 12) SHAFT WALL TYPICAL A13 PER ARCHITECTURAL SHALL CONSIST OF 234 STUDS 22 8.0C STAGGED ON A 236 PLATE. (3) CORRIDOR WALLS TO BE 2x4 STUDS STAGGERED ON 2x6 PLATE. BUNDLED STUDS AT BEAMS AND HEADERS AND COMPRESSION STUDS FOR TIE -DOWNS SHALL BE 23-6. ADDITIONA INFO • MAT!.N P• OVID DPE• PLA . STUD AND SHEAR WALL PLAN NOTES: 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01, S0.02,50.03 AND S0.04. 2. LUMBER GRADE PER STRUCTURAL GENERAL NOTES. 3. ALL INTERIORNBN-BEARING, NON-STRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 4. HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY (1) TRIMMER AND (1) KING STUD MINIMUM, UNO. INTERIOR UNIT WALL HEADERS AT LEVEL 3 SHALL HAVE (2) TRIMMER STUDS, UNO. WHERE MORE THAN 11) TRIMMER IS REQUIRED, THE NUMBER OF TRIMMER STUDS SHALL BE NOTED THUS: o(-0, TRIMMERS TO BE CONTINUOUS TO THE POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING. 5, BEAMS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY (2) BUNDLED STUDS MINIMUM, UNO, WHERE MORE THAN 12) BUNDLED STUDS ARE REQUIRED, THE NUMBER OF BUNDLED STUDS SHALL BE NOTED THUS: e-® BUNDLED STUDS TO BE CONTINUOUS TO THE POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING. 6. SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 19/S5.01. 7. AT STAGGERED STUD WALLS, BUNDLED STUDS, TRIMMER STUDS, KING STUDS AND SHEAR WALL COMPRESSION STUDS ARE TO MATCH THE WIDTH OF THE WALL PLATES. 34-11' DT W2 16 m I 0 0T W2 (8 3.50T 0T © W2 TYP 6x8 POST, TYP AT BOLT ON BALCONY BOLT ON BALCONY BYOTHERS XXT r INDICATES 0(870 811NUIRED FOR SERVICELEVELON S01. OF TDSD NUMBER INDICATES NUMBER OFRECT(REQUIRED 28fl TDS TOLD ON MAY PLACE HALF ON EACH SIDE DISCRETION WHERE LS STUDS ARE USED AOIRECT(2) LSL TO(3)2x45UBST1I SUBSTITUTION MAY BE USED AT CONTRACTOR OISCRETIBN. 9. TYPICAL HOLD-DOWN ELEVATION PER 10/S5.01, 4/S5.01 AND 9/55.01. 10. ANCHOR BOLTS TO BE 5/8' DIAx7' MINIMUM EMBEDMENT PER 4/S4.04. PROVIDE HOT -DIPPED GALVANIZED ANCHOR BOLTS AT PRESSURE -TREATED SILL PLATES. 11. BEARING WALLS HAVE BEEN DESIGNED TO 9E FULL BRACED BY GYPSUM AND WOOD SHEATHING. IF TOP DOWN FINISH IS DESIRED, THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING THE UNBRACED CONDITION OF THE STUDS UNTIL THE SHEATHING IS APPLIED, 12. TYPICAL DETAILS PER: 1/S5.01 TYPICAL INTERIOR STAIRWELL ELEVATION 3/S5,01 TYPICAL STUD WALL OPENING (HEADER) DETAIL 5/S501 TYPICAL TOP PLATE SPLICE DETAIL 10/S5.01 TYPICAL SHEAR WALL ELEVATION 4/S502 FIRE CLOSET AT SHEARWALL 15/S5.03 TYPICAL HOLES AND NOTCHES IN WOOD STUDS INDICATES LOCATION OF HOLD.DOWN-3„Ni REViE8ul0L r0R CODE COMPLIANCE APPROVED Wov 14 2818 City of Tukwila BUILDING DIVISION LEVEL 1 4, NOTE: DARKENED LINES DESIGNATE AREA OF WORK. LEVEL 6 STUD AND SHEAR WALL PLAN - NORTH SCALE: 1/8' =1'-0' 0 ARCHITECTURE UNBA(1EURA1 1938 Fairview Avenue East SUITE leo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license N�oF; 83 9I0, 64 \f 'CL . consultant logo S�N4e•Y. 060010011888® 707 W 2nd Avenue Spokane, Washington 99201 P: (509)455-4448 www dei-engineers, om CIVIL / STRUCTURAL ©.P.110rz017 CY.. cmuermna I, PERbA...^ tl project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key Plan submittalshevisions BUSSING PERMIT SET 10.31.17 FOUNDATION ONLY PERMIT A 12.06.17 STRUCTURAL RESUBMITTAL `Si\ 12.18.17 STRUCTURAL RESUBMITTAL /SL\ 01.1118 STRUCTURAL SD SET 02.02.18 BP C00RDINA0ON2/100°%CD SET 02.09.18 ISSUED FOR CONSTRUCTION SE17\� 06. 15./8 /n� POST BP CORR.1 TO REV 4 l " 1 08.15.18 drawing title LEVEL 6 STUD AND SHEAR WALL PLAN - NORTH drawing information DATE 12.06.17 SCALE As i8000800 DRAWN BSD JOB 17041-0175 copyright Ili Ut .nnwiwawreen:w"cl us in u1B sheet numberePuc REVISION NO, 1.06AW RECEIVED CITY OF TUKWILA WY 01 2018 PFRMIT 0°FNTFR TCHLINE 195'-,0 E.3 OF 0 0 36' 2 2 2 14'-6 /2' 2 6x8 POST, TYP AT BOLT ON BALCONY 2x6 STUDS 0 16'OC 2x6 STUDS 0 16'0C PER3rO7BW- - CO 200T O /�BOLTO BALCONY / BY OTHE S J 1212x6 STUDS 0 16'OC JOIST PERP 202T 206T , W6 J 75T O W6 © 1 75T 6x8 POST, TYP AT BOLT ON BALCONY 6x8 POST, TYP AT BOLT ON BALCONY 751 7 6 1.75T z1 W6 ^ ')Sj O 209T W6 W6O 1 75T STUD BEARING WALL SCHEDULE 12, LEVEL C RRIDOR WALL (3) ` PARTY WALL 111 INTERIOR UNIT WALL EXTERIOR WALL 7 264016.00 ,J\\ 204016'00 204016'00 266016'00 6 2x4 016'OC J 2x4 0 16'0C 2x4 0 16'0C 2x6 016'0C 5 264016'00 ) 264012.00 121264 PE16'0C 2060,16'00 4 2,4016'01 264012.00 12) 214016'01 266016.00 3 2x40 12.0C I) (2) 2x4 ®16'0C 1212x4012'0C OR (21 LSL11/2x31/2016.0C 2x6 016'0C NOTE: I1) PARTY WALL CONSIST OF DOUBLE WALLS. SPACING SHOWN IS FOR EACH INDIVIDUAL WALL 121 SHAFT WALL TYPICAL A13 PER ARCHITECTURAL SHALL CONSIST OF 2x4 STUDS 0 8'0C STAGGED ON A 2x6 PLATE. (31 CORRIDOR WALLS TO BE 2x4 STUDS STAGGERED ON 2x6 PLATE. BUNDL DSTUDS AT BEAMS AND HEADERS AND COMPRESSION STUDS FOR TIE -DOWNS SHALL BE 2x6. ADDITIONA INFOMATty N P• OVID=D PE' PLA - 202T 0 la) 2x6 STU05 0 16'OC JOIST PERP W6 2 00T 200T STUD AND SHEAR WALL PLAN NOTES: 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01, 50.025003 AND S0.04. 8. 2 LUMBER GRADE PER STRUCTURAL GENERAL NOTES. 3. ALL INTERIOR NON -BEARING, NONSTRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 4. HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY (1) TRIMMER AND (11 KING STUD MINIMUM, UNO. INTERIOR UNIT WALL HEADERS AT LEVEL 3 SHALL HAVE (21 TRIMMER STUDS, UNO. WHERE MORE THAN 11) TRIMMER IS REQUIRED, THE NUMBER OF TRIMMER STUDS SHALL BE NOTED THUS: TRIMMERS TO BE CONTINUOUS TO THE POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING. 5. BEAMS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY (2) BUNDLED STUDS MINIMUM, UNO. WHERE MORE THAN 121 BUNDLED STUDS ARE REQUIRED, THE NUMBER OF BUNDLED STUDS SHALL RE NOTED THUS: v-C . BUNDLED STUDS TO BE CONTINUOUS TO THE POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING. 6. SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 19/S5.01. AT STAGGERED STUD WALLS, BUNDLED STUDS, TRIMMER STUDS, KING STUDS AND SHEAR WALL COMPRESSION STUDS ARE TO MATCH THE WIDTH OF THE WALL PLATES. W6 W6 O 100T 00T 11 W6 O 100T 1.00T O W6 O 100T TYP 6x6 POST, IYP AT BOLT ON BALCONY BOLT ON BALCONY BY OTHERS MATCHLI/ PER 61.07t x.41 0 f INDICATES TENSION LOADS REOUIRED(IN KIPS). LOADS SHOWN ARE AT SERVICE LEVEL (MDT CIRCLED NUMBER INDICATES NUMBER OF STUDS REQUIRED FOR TOS HOLD-DOWN, PACE HALF ON EACH SIDE 0'r IDS. WHERE LSL STUDS ARE USED A DIRECT 12) LSL TO 1312x4 SUBSTITUTION MAY BE USED AT CONTRACTOR DISCRETION. 9. TYPICAL HOLD-DOWN ELEVATION PER 10/S5.01, 4/S5.01 AND 9/S501. 10. ANCHOR BOLTS TO BE 5/8'ENAx7' MINIMUM EMBEDMENT PER 4/S4.04. PROVIDE HOT -DIPPED GALVANIZED ANCHOR BOLTS AT PRESSURE -TREATED SILL PLATES. BEARING WALLS HAVE BEEN DESIGNED TO BE FULL BRACED BY GYPSUM AND WOOD SHEATHING. IF TOP DOWN FINISH IS DESIRED, THE CONTRACTOR 1S RESPONSIBLE FOR EVALUATING THE UNBRACED CONDITION OF THE STUDS UNTIL THE SHEATHING IS APPLIED. 12. TYPICAL DETAILS PER: 1/S5.01 TYPICAL INTERIOR STAIRWELL ELEVATION 3/S5.01 TYPICAL STUD WALL OPENING (HEADER) DETAIL 5/55.01 TYPICAL TOP PLATE SPLICE DETAIL 10/S5.01 TYPICAL SHEAR WALL ELEVATION 4/S5.02 FIRE CLOSET ATSHEARWALL 15/S5.03 TYPICAL HOLES AND NOTCHES IN WOOD STUDS INDICATES LOCATION OF HOLD•DOWN-.N.i NOTE: R/O 1IE4NED FOR CODE COMPLIANCE APPROVED NOV 14 2818 City of Tukwila BUILDING DIVISION RDDF s LEVEL 5 LEVEL4 LEVEL3 LEVEL 2 DARKENED LINES DESIGNATE AREA OF WORK. LEVEL 7 STUD AND SHEAR WALL PLAN - NORTH SCALE: 1/8' =1'-0' ARCHITECTURE URDA0i/UIRAL 1938 Fairview Avenue East score too Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license ,,GrF ,, wn,,e0„ f�•E'e` P 74 C5 co ant logo 4 '.600oMn 14 60 6.1 Dv 6ST 0 00 Fd 00 707 W 2nd Avenue Spokane, Washington 99201 P: (509) 455-4448 www do -engineers. corn CIVIL / S AL RUC OCoptt4h' 14ne1'i O'amaiotq NON BNB. project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submittals/revisions BUILDING PERMIT SET 1E31.17 FOUNDATION ONLY PERMIT 1208.17 �M.\I STRUCTURAL RESUBMITTAL /Si\ 1218.17 STRUCTURAL RESUBMITTAL 01.10.18 STRUCTURAL BID SET :1 02.02.1a BP COORDINATION 2/100000 SET 020618 ISSUED FOR CONSTRUCTION SET 06,15.18 /^3 POST BP C0RR.1 TO REV 4 drawing Idle LEVEL 7 STUD AND SHEAR WALL PLAN - NORTH drawing information DATE 12.06.17 SCALE As indicated '.. DRAWN BSD JOB 0 17041.0175 copyright ure p., sheet number REVISION NO. 1.07AW flECEIVE23 CITY OF TUKWILA NOV 01 2018 r- SCALE IN FEET KEY NOTES: KEY NOTE: DETAIL/ SHEET INSTALL TEMPORARY INLET PROTECTION ON EX SD INLET OR CLOSEST SD INLET ®' DOWNSTREAM OF SITE & SHALL BE CLEANED OF ANY CONSTRUCTION DEBRIS AS REQ CONTRACTOR TO REUSE EX DWY AS CONSTRUCTION CE ENTRANCE OR INSTALL TEMPORARY STABILIZED CONSTRUCTION ENTRANCE CONTRACTOR TO SWEEP DAILY OR MORE ,-STREET OFTEN IF NECESSARY TO REMOVE TRACKED SEDIMENT EG TREE PROTECTION FENCING ALL EX ONSITE HARD RE SURFACES TO BE REMOVED UNLESS OTHERWISE NOTED INSTALL HIGH VISIBILITY cD FENCE ALONG BACK OF EXISTING CONCRETE WALK EX STREET TREE TO BE (TYP). SEE SHEET OREMOVED CO2 FOR NEW STREET TREE LOCATIONS 108 LF LINED OINSTALL INTERCEPTOR SWALE 145 LF LINED OINSTALL INTERCEPTOR SWALE INSTALL MIN 1,337 SF SURFACE AREA (AT PONDING DEPTH) LINE SEDIMENT POND WITH FLOATABLE PUMP. ROUTE OVERFLOW TO EX STORM CB IN THE SW OF THE OCORNER INTERSECTION BTW BAKER BLVD AND ANDOVER PKWY E. ADJUST POND LOCATION AS REQ TO MAINTAIN MIN CLEARANCE FROM EX UTILITIES & TO ACCOUNT FOR CHANGING SITE CONDITIONS EX GAS SERVICE TO BE CUT O AND CAPPED PER PSE REQUIREMENTS SD TO BE CUT AND OEX PLUGGED AT EX CATCH BASIN EX UNDERGROUND UTILITIES BE CUT AND CAPPED PER OTO PSE/SERVICE PROVIDER REQUIREMENTS EX WATER SERVICE TO BE O RETIRED AT MAIN. SEE SHEET C06 FOR DETAILS LF PERIMETER O468 PROTECTION 0 STOCKPILE LOCATION CONSTRUCTION STAGING O ZONE. STABILIZE WITH HOG FUEL OR EQUIVALENT INSTALL PERIMETER PROTECTION SUCH AS SILT FENCING, COMPOST SOCKS, OR STRAW WATTLES IN ACCORDANCE WITH APPENDIX D OF THE 2016 KING COUNTY SURFACE WATER DESIGN MANUAL GENERAL NOTES: 1. CONTRACTOR TO KEEP STRAW WATTLES ONSITE AND USE AS NEEDED. DATUM: Ia lay IQo IE Im Iy • HORIZ: NAD 83/11 VERT: NAVD 88 LEGEND: X TREE REMOVAL HVF `` .,/ CONSTRUCTION ENTRANCE TREE PROTECTION FENCING HIGH VISIBILITY FENCE STOCKPILE LOCATION PERIMETER PROTECTION ABBREVIATIONS: BM =BENCHMARK BOTS = BOTTOM OF STAIR CB = CATCH BASIN CL = CENTER LINE CONC =CONCRETE CW = CONCRETE WALK GR =GRADE EL = ELEVATION EOP = EDGE OF PAVEMENT EX = EXISTING EG = EXISTING GRADE FF = FINISHED FLOOR FG = FINISHED GRADE FL = FLOWLINE IE = INVERT ELEVATION LSCAPE = LANDSCAPING LT = LEFT M.I.C. = MONUMENT IN CASE NO. =NUMBER PC = POINT OF CURVE PT = POINT OF TANGENT RT = RIGHT STA = STATION STD = STANDARD TOC = TOP OF CURB TOP = TOP OF PAVEMENT TOPS = TOP OF STAIR TYP = TYPICAL BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL CALL 811 FIELD VERIFY GRADES, UTILITIES, AND ALL OTHER EXISTING FEATURES AND 2 BUSINESS DAYS CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN AND/OR PLANS CANNOT BE BEFORE YOU DIG CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) 0 447,,,..:..=a=,emu-, CHISELED SQUARE. ON TOP BACK OF CURB BAKER BLVD 415 BAKER BLVD PARCEL„ 0223100080 OWNER BAKER BCULEVAR ASSOCIATES, LLC TEMPORARY EROSION & SEDIMENT CONTROL PLAN NOTE: THIS PLAN IDENTIFIES THE MINIMUM MEASURES REQUIRED: ADDITIONAL MEASURES MAY BE REQUIRED BASED ON CONSTRUCTION METHODS AND ACTUAL AREA OF DISTURBANCE. CITY OF TUKWILA GENERAL NOTES: 1. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. 2. AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THE UTILITIES INSPECTOR AT 206-433-0179. 3. REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CALLING 206-433-0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE -APPROVAL FROM THE OWNER, THE ENGINEER, AND THE CITY OF TUKWILA. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. 10. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. HORIZONTAL DATUM SHALL BE WASHINGTON STATE (GRID) COORDINATES, NORTH ZONE, USING NAD 83/91 SURVEY CONTROL AND TIED TO ANY TWO CITY OF TUKWILA HORIZONTAL CONTROL MONUMENTS. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 13. RETAIN, REPLACE OR RESTORE EXISTING VEGELTION IN RIGHTS -OF -WAY, EASEMENTS, AND ACCESS TRACTS. REVISIONS No changes shP: t`-, m')do to the scope of Work wilhoc:l fors approval of Tutroito BOO in:1 Division NOTE: Reykions hill repci;o e ne.v plan submittal and may inc'.ude add:,i0nai plan review fees CITY OF TUKWILA GRADING AND EROSION CONTROL NOTES: - 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS, INSTALL CONSTRUCTION ENTRANCE, AND INSTALL EROSION PREVENTION AND - SEDIMENT CONTROL MEASURES. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE. 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR SHALL: a. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. b. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. c. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. 7. FAILURE TO MAINTAIN ESC MEASURES IN ACCORDANCE WITH THE APPROVED MAINTENANCE SCHEDULE MAY RESULT IN THE WORK BEING PERFORMED AT THE DIRECTION OF THE DIRECTOR AND ASSESSED AS A LIEN AGAINST THE PROPERTY WHERE SUCH FACILITIES ARE LOCATED. 8. DURING THE LIFE OF THE PROJECT, THE PERMITTEE SHALL MAINTAIN IN GOOD CONDITION AND PROMPTLY REPAIR, RESTORE, OR REPLACE ALL GRADE SURFACES; WALLS, DRAINS, DAMS, STRUCTURES, VEGETATION, EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH APPROVED PLANS. 9. THE PERMITTEE SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES, AND SHALL, WITH THE DIRECTOR'S APPROVAL, REMOVE ALL SEDIMENT DEPOSITION RESULTING FROM PROJECT -RELATED WORK. 10. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. 11. AS THE FIRST ORDER OF BUSINESS, THE PERMITTEE SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES PER THE ESC AND SHALL INSTALL THE DOWNSTREAM TEMPORARY ESC MEASURES BEFORE ANY SITE DISTURBANCE BEFORE THE TEMPORARY MEASURES ARE REMOVED, INSTALL AND ESTABLISH THE UPSTREAM PERMANENT ESC MEASURES. 12. THE PERMITTEE SHALL AT ALL TIMES PROTECT SENSITIVE AREAS, THEIR BUFFERS, AND ADJACENT PRIVATE PROPERTIES AND PUBLIC RIGHTS -OF -WAY OR EASEMENTS FROM DAMAGE DURING GRADING OPERATIONS. THE PERMITTEE SHALL RESTORE, TO THE STANDARDS IN EFFECT AT THE TIME OF THE ISSUANCE OF THE PERMIT, SENSITIVE AREAS, THEIR BUFFERS, AND PUBLIC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY THE PERMITTEE'S OPERATIONS. 13. PERMITTEE SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING: a. NOTIFY THE PUBLIC WORKS DEPARTMENT WITHIN 48 HOURS FOLLOWING INSTALLATION OF ESC MEASURES. b. OBTAIN PERMISSION IN WRITING FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO MODIFYING THE ESC PLAN. c. MAINTAIN ALL ROAD DRAINAGE SYSTEMS, STORM WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER FACILITIES AS IDENTIFIED IN THE ESC PLAN. d. REPAIR ANY SILTATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE FACILITIES. e. INSPECT ACCORDING TO THE APPROVED ESC INSPECTION SCHEDULE AND MAKE NEEDED REPAIRS IMMEDIATELY. FILE CC^?Y Permit No VI L I' od Plan review approval 13 suh act to 077073 er,J o :lesions, Approval of construction dccu-ar.:3 dzs 21 Litho:De the violation of any adopted wca00c:v:ac::_3, FCV^,'pt of approved Field Copy and condi:Mao By Date: J10 (1& City Of Tukvriia BUILDING DIVISION err,- 0:= TUKWILA MO 01 2018 PERMIT CENTER REVISION NO. ARCHITECTURE U i'50/4 i 2t.52, 1938 Fairview Avenue East owe vie Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 W NBSSSW p. SCN09 44 eF MAS/7�d .04. 4A Wm Y�Ym 44- 5$ q IV S70NAT. 0°' DCG CI V I I iS truct oral 31620 23rd Ave S Suite 307 Federal Way, WA 98003 P. 206 523 0024 FF 206. 523, 1012 2 .dcgengr cm STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD TUKWILA, WA 98188 SEO1 - -=:SIT r,..0G . J 00: f97.f::dilonicai �g Elec,Ttcal {Q PJJumbing IIY0ss Piping OF,/ Of Tulevila BUILC' IO DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED ypf"SEP 10 2,01� City of Tukwila BUILDING DIVISION RECORD DRAWING BY DATE LAKEFOREST PARK a A 8155 submittals/revisions 7806 SO PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 � FOUNDATION ONLY PERMIT 12.002017 /}I\ BP CORR. 1160%a CD CHECK SETA 01.10.2018 ^ BID SET REVISIONS 0209.2018 /tl;1 BP CORR.2 ,/ 03.02.2018 100%CD 03.09.2018 SMOKE CONTROL SUBMITTAL 03.292018 ISSUED FOR CONSTRUCTION SETA 06.152018 � CONSTRUCTION SET REVISIONS 07.102018 /<\ TEMPORARY EROSION & SEDIMENT CONTROL PLAN drawing Information DATE 07.10.2018 SCALE AS SHOWN DRAWN BY KR,ES DESIGNED BY ES CHECKED BY TG,ES JOB # 17-004. sheet number 01 PAGE of 9 SCALE IN FEET KEY NOTES: KEY NOTE: DETAIL/ SHEET O NEW STREET TREE W/ TREE PITS PER LSCAPE PLANS TREE PIT DIMENSIONS: BAKER BLVD - 8' W X 6' D ANDOVER PARK E - 8' W X 5' D O4' MIN PLANTING STRIP PER LSCAPE PLANS O15' MIN PEDESTRIAN PATH. SEE LSCAPE PLANS OSTD INSTALL NEW DRIVEWAY PER COT SHEET RS-08B STA 8+45.33 (CL OF DWY) WIDTH = 20' E/C08 O SIDEWALK SCORING PER LSCAPE PLANS (TYP) OASPHALT TRANSITION TO EXISTING CONCRETE WALK OCONTRACTOR POINT OF COMPLIANCE WITH WASHINGTON PLACE DEVELOPMENT SIDEWALK. TO ALIGN PROPOSED SIDEWALK FROM NEW DRIVEWAY TO EX ALIGNMENT. NOTIFY ENGINEER OF DISCREPANCIES AS REQUIRED OEX CURB CUT TO BE REM & REPL IN -KIND W/ NEW 6" CURB OSHEET REPL EX PAVEMENT PER COT STD RS-03. REPL ANY DISTURBED LANE MARKINGS PER COT STD SHEET RS-13 (TYP) F&G/C08 io NEW PEDESTRIAN STREET LIGHT R/C09 11 RELOCATE EX R3-7L TO PROPOSED PEDESTRIAN LIGHT 12 BENCH PER LSCAPE PLANS (TYP) 13 BIKE RACK PER LSCAPE PLANS to NEW ADA RAMPS TO BE INSTALLED BY OTHERS UNDER CITY OF TUKWILA PERMIT #17-079 15 EX UIC TO BE PROTECTED IN PLACE THROUGHOUT CONSTRUCTION. COORDINATE PROTECTION MEASURES WITH PSE FOR INSTALLATION OF NEW UTILITIES, STREET TREES, AND STREET LIGHTS (TYP) 16 INSTALL NEW DRIVEWAY PER COT STD SHEET RS-086 STA 52+53.77 (CL OF DWY) WIDTH = 20' E/C08 17 INSTALL 11' SIDEWALK ADJACENT TO BACK OF CURB is PEDESTRIAN ACCESS RAMP/ENTRY STEPS. SEE ARCH PLANS FOR DETAILS is SAWCUT & MATCH EX GR. 20 BEGIN SAWCUT STA 8+32.84, 20.61' RT 21 END SAWCUT STA 8+87.50, 20.61' RT 221 BEGIN SAWCUT STA 52+20.67, 29.20' RT (7,)STA END SAWCUT 52+69.76, 29.26' RT 24 NEW ROADWAY STREET LIGHT POLE (BAKER BLVD) PER COT STD SHEET RS-20 & RS-24 L/C08 PROPOSED FACE OF BUILDING VARIES LSCAPE OR CW TO 8' CW PER BUILDING (SEE PLAN VIEW) LSCAPE PLANS 6' TREE PIT PER LSCAPE PLANS 5.00 STREET TREE (TYP) SEE LSCAPE PLANS FOR SIZE AND SPECIES 1.61 30.00 REPL EX CURB AND WHERE PAVEMENT PATCHING IS GUTTER IN -KIND WHERE REQUIRED, REPL EX PAVEMENT SHOWN IN PLANS TO 1.5x ORIGINAL DEPTH AND REPL EX LANE MARKINGS IN KIND (SEE PLAN VIEW) TYPICAL ROAD CROSS SECTION - BAKER BLVD NTS CITY OF TUKWILA CONSTRUCTION NOTES: 1. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS, SPECIFICATIONS, AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. PERMITTEE SHALL APPLY FOR A REVISION FOR ANY WORK NOT ACCORDING TO THE APPROVED PLANS. 2. PERMITTEE/CONTRACTOR SHALL ARRANGE A PRECONSTRUCTION CONFERENCE WITH THE CITY'S INSPECTOR(S) PRIOR TO BEGINNING ANY WORK. 3. WORK IN ROADWAYS a. ALL WORK IN ROADWAYS SHALL MEET TMC 11 AND THE FOLLOWING: b. PRIOR TO ANY ACTIVITY IN CITY RIGHT-OF-WAY, THE PERMITTEE SHALL PROVIDE THE CITY A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL. THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING THE WORK AND SHALL MEET MUTCD REQUIREMENTS. c. ALL WORK REQUIRING LANE CLOSURES MUST BE BY PERMIT ONLY. FROM THE THIRD THURSDAY IN NOVEMBER TO THE FOLLOWING JANUARY 2ND, THE DIRECTOR DOES NOT ALLOW LANE CLOSURES IN THE TUKWILA URBAN CENTER. d. FIRE, PEDESTRIAN, AND VEHICULAR ACCESS TO BUILDINGS SHALL BE MAINTAINED AT ALL TIMES, EXCEPT WHEN PERMITTEE HAS PERMISSION FROM THE BUILDING OWNER AND THE DIRECTOR TO CLOSE AN ACCESS. e. ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING STREET SWEEPERS. USE OF WATER TRUCKS FOR CLEANING ROADWAYS REQUIRES PREAPPROVAL FROM THE DIRECTOR. f. INSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TIME WORK IS STOPPED AND THE TRENCH IS LEFT OPEN. LEGEND: �00000aa CONCRETE ASPHALT LANDSCAPE RETAINING WALL TREE PIT GRATES CLEARING AND CONSTRUCTION LIMITS STREET TREE TABLE SYM NOTE QSTA 52+16.81, 32.30' RT QSTA 51+96.81, 32.30 RT QSTA 51+76.61, 32.30' RT STA 51+56.81, 32.30' RT /Q / \ STA 51+36.81, 32.30' RT ASTA 51+16.81, 32.30' RT ASTA 50+96.81, 32.30' RT STA 9+76.34, 29 66' RT ///A / \ \ STA 9+56.34, 29.66' RT STA 9+36.34, 29.66' RT A0 STA 9+16.34, 29.66' RT 12 STA 8+96.34, 29.66' RT 13 STA 8+76.34, 29.66' RT 3ASE MAP/TOPOGRAPHY PROVIDED BY ETHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL CALL 811 FIELD VERIFY GRADES, UTILITIES, AND ALL OTHER EXISTING FEATURES AND 2 BUSINESS DAYS CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN AND/OR PLANS CANNOT BE BEFORE YOU DIG CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) PEDESTRIAN LIGHT TABLE SYM NOTE OSTA 8+66.34, 33.24' RT OSTA 9+8E34. 33.06 RT OSTA 51+06.81, 32.30' RT OSTA 51+66,81, 32.30' RT O STA 52+26.81, 32.30' RT STREET LIGHT TABLE SYM NOTE OSTA 9+26.34, 33.16' RT PROPOSED FACE OF BUILDING 4' MIN LSCAPE STRIP PER LSCAPE PLANS hit I ai IEIrvI ie , 0755111 FENCE CC R STREET TREE (TYP) SEE LSCAPE PLANS FOR SIZE AND SPECIES REPL EX CURB AND GUTTER IN -KIND WHERE SHOWN IN PLANS 30.00 WHERE PAVEMENT PATCHING IS REQUIRED, REPL EX PAVEMENT TO 1.5x ORIGINAL DEPTH AND REPL EX LANE MARKINGS IN KIND (SEE PLAN VIEW) TYPICAL ROAD CROSS SECTION - ANDOVER PKVVY E VARIES 6' CW PER —I LSCAPE PLANS 5' TREE PIT/PEDESTRIAN BUFFER PER LSCAPE PLANS tIM rOP OAr;!( OF CURB N H. CO2 0 rn. ASPH NTS BAKER BLVD 223 r_s . _ s4P. I I 10 0 0 ® 0 ®© 0 0 orama am willow PROPOSED BUILDING FF ELEV 28.00 v3, 2 0 CO Sol so LINtTS .� LIMITS LIMITS T- 2'2'T, MITS LIMITS FRONTAGE IMPROVEMENT PLAN T 0+00 12 N71 AN LL 25 00' osEu REVISION NO REVIEWED FOR CODE COMPLIANCE APPROVED SEP 10 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 032018 PERMIT CENTER F...3 _, ARCHITECTURE Lr 21.B.22N .50 2:AL 1938 Fairview Avenue East.... Seattle, WA 98102 info@urbalzrchitecture.com www.urbalarchitecture.com T 206-257-0972 2xnaaN A 5 Ifo '@�4tGp WAsgs`r0� q� z R.P 4,f; Q I Vb �4"�`1'S/ONAEe0 Exs epsA DCG c1,011 tructural, 31620 23rd Ave S Suite 307 Federal Way WA 98003 P: 206 523.0024 0 206 523 1012 wwwdcgengr.com STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD TUKOMILA, WA 98188 RECORD DRAWING CONTRACTOR AND OTHERS BY DATE OPVIDO CONSULTING GROUP INC LAKE F O E06) Y39 002< AZKIA 98155 eubmtttots/redetona 100% SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT A 12.06.2017 BP CORR. 1160%CD CHECK SETA 01.10.2018 DID SET REVISIONS AI 02.092018 BP CORR. 2 n2 0102.2918 100%CO 03.09.2018 SMOKE CONTROL SUBMITTAL 03.29.2018 ISSUED FOR CONSTRUCTION SETA 06.15.2018 � CONSTRUCTION SET REVISIONS 07.10.2018 /<\ FRONTAGE IMPROVEMENT PLAN drawing information DATE 07.10.2018 SCALE AS SHOWN DRAWN BY KR,ES DESIGNED BY ES CHECKED BY TG,ES JOB # 17-004 sheet number 2 PAGE _.2,_ of 9 SCALE IN FEET • URBAL ARCHITECTURE KEY NOTES: KEY NOTE: DETAIL/ SHEET (:)., ,)-I, MATCH EXISTING GRADE ALONG SAWCUT (TYP) 0 CORNER IMPROVEMENTS AND ADA RAMPS UNDER CITY OF TUKWILA PROJECT #17-079 _ 0 DRIVEWAY FLOWLINE (TYP) - 0 INSTALL RETAINING WALL ALONG SITE PERIMETER. 18" MINIMUM WALL HEIGHT FROM FINISHED GRADE OF DRIVE AISLE CONTRACTOR TO STEP TOP OF WALL AS REQUIRED (WALL HEIGHT NOT TO EXCEED 36" FROM TOP OF FOOTING/TOP OF WALL) - LEGEND: r A h2ff°,1 -LIMITS 8...8. CONCRETE ASPHALT LANDSCAPE RETAINING WALL TREE PIT GRATES PROPOSED CONTOUR (MAJOR/MINOR) EX CONTOUR (MAJOR/MINOR) CLEARING AND CONSTRUCTION LIMIT ,ww)* (FSS,(0001.2 0201,0 ) PSS PSS R , R!! x_ EXFL.),.., ,L).,,..... s.,),,,.... ......mutEX 707.5 am. kiiimulhavireritimilvistrtemerriaripilii tempapisaralW4Tir mos 9' ".2..-------- . 49,11111„„tiffaii.,_. Ammo„,.._. G 27.50`)+EX TOC 26.89.), 2180 --) --"-EX TOC 27.19 g ON 1 OP BACK 00 CURB SHIM EL) SOUSSE BAKER BLVD co4 (T') CO II 00 877 (53 (...÷....- i 12 i r -,-0-„00 -,-,- ---- RIM 27.41 -1--- 27.88 ))).) ore- --CW 27.92 oil W 27.7 ..--. CW 28IIII-E08' d'..Ai ' ...--- --1-!!c-w-L62`8t-.01 .....! ...... ...--* MATCH EG ....--* ...), H.) FG 28).40 )--.'f!G28.00 1 11 IIIII GRADING NOTE: EX FL 27.34 EX TOC 27.75EX FL 27.16 EX TOC 27.45 EX FL 27.30 )1'-EX FL 27.25 TOC 27.367 7-TOC 27.31 EX FL 27.16 TOC 27.22 W 27.92 ,(-CW 27.87 -------...----.....- CW 27.78, "T. a BAKER BLVD - DRIVEWAY GRADING DETAIL SCALE 1,5) 1. GRADES AT BUILDING ENTRY LOCATIONS TO BE 2% MAXIMUM FROM TOP OF CURB 2. CONTRACTOR TO FIELD VERIFY ALL EX GRADES PRIOR TO BEGINNING CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES GRADING QUANTITIES: 2 .111, 161 12 Es r.„.1 I :9. gi I L,T1 `z<!1 3" 2 F, BASE MAP/TOPOGRAPHY PROVIDED BY I E. E( OTHERS. DCG CANNOT BE HELD LIABLE FTEwRACCURACY. CONTRACTOR SHALL Bd Et VT EHRE IREXIST F RADNGA ES,UTTILuITRI:S ALL os,AANNDD 550 CsOLD.ITIONS. IF CONDITIONS ARE NOT 05 A ANED/OR sPHLANICANNOTBE CONSTRUCTDAsO DCG PRIOR TO CONSTRUCTION. CONTACT Vg5 TOTAL CUT 2,807* CY TOTAL FILL: 21* CY NET CUT 2,786* CY * GRADING CALCULATED TO 1' BELOW SURROUNDING FG AND DOES NOT ACCOUNT FOR UTILITY EXCAVATION OR FOUNDATION FOOTINGS CALL 811 2 BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) / / / / / / MATCH EG FG 28.00 MATCH EG FG 28.36 MATCH EG / / / / / / / -7)Fd 29.01 MATCH EG, FG 28.80 )). FG 29.50 J./ FG 29.5 MATCH EG FG 29.30' (-8 S88)28 02 0( 8,8 (FG 30,31 0 E MATCHEG FG 30.45 `A MATCH EG ) CW 27.94 '-FG 28.40 FL 28.20 FG 28.00 RIM 27.75 GARAGE ENTRY FF 28.00 \-FG 28.00 FG 28.15 1+00 tVFG 28.38 FG 29.03 FG 29.07 FL 30.11 FG 30.20 - FL 28.86 15 sFIG 30 34 EG FG MATCH 29,07 MATCH EG FG 27.19 FG 27.92 PROPOSED BUILDING FF ELEV 28.00 FLOW LINE D CO4 (TYP) FG 28.00 FG 28.50 • • • • / / / / / / / / / / / / / • • - PSS PSS 8 1,())L0LSES 0/0)(LSSI ^LS SI 0 08 lAt ‘50+00),IL'I EX TOC 26.67-2, 4 11R f-st!f „JE vSOESVS ' ,WIE11 ESS11114, A 14 4 FG 28.00 FG 27.75 FG 27.70 FG 27.39 FG 27.25 FG 27.39 FG 27.94 FG 28.00 FG 27.44 FG 27.82 FG 28.22 GARAGE ENTRY FF 28.00 CW 28.53 FG 28.00 RIM + 7.75 - -27.75 1)(6 FG 28.25 !,!! TS MFAGTCH. EG FG 28.50 FG 28.001 FG 28.00 LI ITS MATCH EG I MATCH EG )08,8 SASS. ri00,0) MATCH EG (0(00 ()MSS 08801(08 CW 28.71 220 ANSWER L000,8 GRADING PLAN MATCH EG SR, 0.834, ERN; 15 7,141, 18.02, (IL r'aON ESOORL.OR ....... ...... SU, SV1-1, IN FI :71E111,:y41/17,0111ar_ :, : ,....; ....... :""C' Sre '11,1614 ...... E.E.1: ...... ow/. ±X,T010C2612p1:45„: 1 '1.''' )) I ) ) i +00 1-1:1') EX TOO 26.92 - °T5°9 ----r--- ( r! EX TOC 27.08T ' Ct CL 'I ) EX TOC 26. 82 ), EX TOC26.75 .) 'EX TOC 26.6 -227 ° Z e E3OTS 26 9° 4 11'1' TOPS207875 BOTS , TOPS 37.75 ‘, 4 FG 27.80 \ _ A FG 2185 A 'TOPS 27.85 FG 27.92 BOTS 27.05 - ° ct 21,2--,,c29 2,2 > 9 /1 e I EX TOC 27.32 0 A 0 j. 81+50 Z I EX TOC 27.45 T / -R.- / - 1! 1 !!! -- 3/ L T 52+00T I EX TOO 27.88 ))))).) -EX FL 27437 B 10.04 RIM 28.0 52+50 EX FL 28.03 SILI))20 )42 w+++ ENTRY GRADING DETAIL !'""' SCALE: 1".5' • / / / / CW 2 .47 CW 28.50 CW 28.71, EX FL 27.84 TOC 28.29 , EX FL 27.86 CW 28.35 TOC 27.92 1EX FL 27.96\ ,TOC 28.02- CW\\‘..\\ CW 28.53 EX FL 28.03"0 TOC 28.09- \ EX FL 28.03 EX TOC 28.48 EX FL 28.06----- ANDOVER PARK E - DRIVEWAY GRADING DETAIL SCALE 1".5' REVISION NO. REVIEVVEL) FOR CODE COMPLIANCE APPROVED SEP 10 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 0 2 2013 TERMIT CENTER 1938 Fairview Avenue East sum los Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com 206-257-0972 DCG 31620 23rd Ave S Suite 307 Federal Way, WA 98003 Pi 206.523.0024 Ft 206.523.1012 www.degengreem STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD TUKWILA, WA 98188 RECORD DRAWING THIS RECORD DRAWING LIAS BEEN PREPARED BASES ON INFORMATION COMPILES FROM THE CONTRACTOR AND OTHERS BY DATE DAVID° CONSULTING GROSS INC (11rAIIVOTRTS'i) ARY10.1(A71:r (208)523.20 submittals/revisions 100% SD PROGRESS PRINT 09.072017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT A 12.00.2017 SP CORR. 1160%CD CHECK SET 01.10.2018 SID SET REVISIONS 0209.2018 SP CORR. 2 A 0102.2018 100% CO 03.09.2018 SMOKE CONTROL SUBMITTAL 0129.2018 ISSUED FOR CONSTRUCTION SETA 06.15.2018 CONSTRUCTION SET REVISIONS A, 0710.2010 GRADING PLAN drawing Information DATE 07.10.2018 SCALE AS SHOWN DRAWN BY KR,ES DESIGNED BY ES CHECKED BY 09.85 JOB # 17-004 sheet number CO3 PAGE _3_ of B_ 34l1 ARCHITECTURE 0 BANIRUR,AE_ 5 4 3 2 1 0+50 1+40 2+40 IE VI IVATE ACCESS R (VIA ANDOVER PARK E) lillll�illll v w A O 1 Qom_ t t I � i 9 L It 1 I —_I _ ( 1 I _ I I I i 0 01 FT/FT I 0013FTlFT„. 031103TlFT 0 02 FTIFTj_U Uv-FT 0 02FTIFTA2=F37FT 0-0F'f—fl-09 FTI , rO.gnF�:_ T� � t 1 I _- — 0+1n 5+00 0+10 0+20 0+30 0+40 0+50 0+60 0+ 0 0+80 0+90 i+ 0 1+10 1+ 0 1+ 0 1+40 1+ 0 1+60 1+ 0 1+80 1+ 0 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+50 2+40 2+30 40- 1 2+50 2+40 BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL CALL 811 FIELD VERIFY GRADES, UTILITIES, AND ALL OTHER EXISTING FEATURES AND 2 BUSINESS DAYS o CONDITIONS. IF CONDITIONS ARE NOT a ASSHOWNAND/OR PLANS CANNOT BE BEFORE YOU DIG CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) PRIVATE ACCESS DR. (VIA BAKER BLVD) - PROFILE SCALE: 1"= 10' I ZD 2+10 2+00 1+90 1+80 1+70 1+60 1+50 1+40 1+30 1+Z0 1+10 1+10 0+90 0+80 0+70 0+60 0+50 0+40 0 I I I I I I 1 i I I I I I I I I I 1 2+Z0 2+110 2+00 1+90 1+80 1+70 1+60 -00.02 FT/FT ; 0.01 FT/FT I I0,02 1+50 1+40 1+'10 1+00 PRIVATE ACCESS DR. ( VIA ANDOVER PARK E) - PROFILE SCALE: 1" = 10' RETAINING WALL. HEIGHT fi VARIES (NOT TO EXCEED 1.00 --- 36" HEIGHT FROM TOP OF FOOTING/TOP WALL) 10.44 VARIES 2" HMA (CL 1/2") COMPACTED 6" MNRL AGG TYPE 2 SUBGRADE TYPICAL DRIVEWAY CROSS SECTION - WEST DRIVEWAY 0 RETAINING WALL. HEIGHT VARIES (NOT TO EXCEED 1.00 -- 36" HEIGHT FROM TOP OF FOOTING/TOP WALL) NTS 2" HMA (CL 1/2") T 0-02ET/FT __—.— -0 02 FT/FT -O. 0+80 0+70 0 10.54 0 VARIES COMPACTED 6" MNRL AGG TYPE 2 —7 SUBGRADE TYPICAL DRIVEWAY CROSS SECTION - SOUTH DRIVEWAY -. -0.01 FT/FT 0 p6 E 7E1—__ 0+50 0+40 0+30 GRADING PROFILES NTS 10 5 0 SCALE IN FEET 10 20 iD 0+120 0+110 0+00 -0+10 10 5 0 10 20 I l___1 6� SCALE IN FEET REVISION NO.S REVIEWED IvIUR CODE COMPLIANCE APPROVED SEP 10 2010 City of Tukwila BUILDING DIVISION E 11 CITY OF TUKWILA, AUG 032018 PERMIT CENTER 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 31620 23rd Ave S Suite 307 Federal Way WA 98003 P: 206.523.0024 F: 206.523.1012 www.dcgengr.com STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD TUKWILA, WA 98188 BY RECORD DRAWING DATE LAKE FOREST PA066* 0155 submittals/revisions 100% SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT /E i\ 12.00.2017 BP CORR. 110076 CO CHECK SETA 01.10.2018 BID SET REVISIONS A 02.09 201E BP CORR. 2 100%CD A 03.02.2018 03.09.2018 SMOKE CONTROL SUBMITTAL 03.29.201E ISSUED FOR CONSTRUCTION SETA � 06.15,2018 /4 \ CONSTRUCTION SET REVISIONS 07.10.2018 GRADING PROFILES drawing information DATE 07.10.2018 SCALE AS SHOWN DRAWN 8Y KR,ES DESIGNED BY ES CHECKED BY TG,ES JOB # 17-004 sheet number C04 PAGE 4 of 8 U R ARCHITECTURE Li RBA RURAL 10 0 20 40 SCALE IN FEET KEY NOTES: KEY NOTE: DETAIL/ SHEET O STORMWATER POINT OF COMPLIANCE WITH PLUMBING DESIGN. SEE MEP PLANS FOR CONTINUATION 8" IE 23.94 O STORMWATER POINT OF COMPLIANCE WITH PLUMBING DESIGN. SEE MEP PLANS FOR CONTINUATION 8" IE 24.52 0 CB #1, STORMFILTER CB (SINGLE CARTRIDGE FOR WQ TREATMENT) SFCB#1/ CO7 0 CB #3, STORMFILTER CB (SINGLE CARTRIDGE FOR WQ TREATMENT) SFCB#2/ CO7 O TIGHTLINE 8" SD AT 0.02 FT/FT MIN SLOPE AND 2' MIN COVER _ 0 ROOF OVERHANG (TYP) - O EX DRY UTILITY DUCT BANK. CONTRACTOR TO FIELD LOCATE & VERIFY & NOTIFY ENGINEER IF CONFLICTS ARISE W/ SD PIPE 0 ROOF DOWNSPOUTS (TYP) - 0 4" SDCO RIM 27,00 4" IE 24,50 _ 0 97 LF 4" SD AT 0.02 FT/FT MIN & 2' MIN COVER e 4" SDCO RIM 27.50 4" IE 22.50 - 0 68 LF 4" SD AT 0.02 FT/FT MIN & 2' MIN COVER 0 44 LF 4" SD AT 0.02 FT/FT MIN & 2' MIN COVER 0 4" X 4" WYE CONNECTION - 0 8" X 4" SD TEE - (30.00 X 02.00 INCFIES, IL,41 Ii igg igs ,79 BASE MAP/TOPOGNRAPHY PROVIDED BY 1>37 OTHERS DCG CAN° 1Y, FOR ACCURACY. CON T1ZTECi F,,,LEIL.O0ryEZRX IFY GRADES, UTILITIES, AND 00 Ft, DI CONTION CO :F ST' NNGD IFT7CILS2AERE ANNODT 52 AS SHOWN AND/OR PLANS CANNOT BE 15>0 CONSTRUCTED AS SHOWN, CONTACT tt! 2 6 DCG PRIOR TO CONSTRUCTION. 13.1 133 NI 21VOS EXISTING SITE AREAS DEVELOPED SITE AREAS DESCRIPTION AREA (SF) DESCRIPTION AREA (SF) BUILDING 6,533 BUILDING 40,444 DRIVEWAY 35,431 DRIVEWAY 7,778 CONC WALK 3,561 CONC WALK 2,786 LANDSCAPING 6,561 LANDSCAPING 1,078 TOTAL 52,086 TOTAL 52,086 GENERAL NOTES: IP(P 357)4142 433,1073 PES PI.. 52 SSW NS' MI Cs r, BAKER BLVD ! 0,75 Ok5 ,., ,...411... El 333/527 45: - f,ss sh -- .35--- PS.- - - PS5 s ..5573 141,073. I T if oT 8 s , s.- ,{04.NM7 I7 3 f il- °+°°4Pi-5.4334-. .+ i 441,353"2027"7W 1,, 3 7POTS (S1.43 I . + -I-- I 10(0.33 STOP 1. ALL STORM DRAIN PIPE MATERIAL SHALL BE HDPE OR CITY APPROVED EQUIVALENT. _ 2. NEAREST 100-YEAR FLOOD PLAIN IS NOT IN VIEW BASED ON FEMA MAPPING. CITY OF TUKWILA STORM DRAINAGE NOTES: 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, AND THE ADOPTED KING COUNTY SURFACE WATER DESIGN MANUAL, UNLESS OTHERWISE APPROVED. 2. MARK ALL STORM DRAIN INLETS WITH "DUMP NO WASTE" AND EITHER "DRAINS TO STREAMS", "DRAINS TO WETLANDS", OR "DRAINS TO GROUNDWATER", AS APPLICABLE. 3. DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. 4. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE SIDE SLOPE. LEGEND: 7 CONCRETE ASPHALT LANDSCAPE RETAINING WALL TREE PIT GRATES -0410 0+00 0+110 0+120 0+30 0140 0+60 017 0+60 0+190 1+00 50 CC CONTRACTOR TO FIELD LOCATE EX CB #'1 MIL#1 , TYPE 2 ' DRY UTILITIES & STORMFILTER CB ER 40- 1 STA 0+20.63, 0.85RT NOTIFY ENGINEER STA 0+72.64, 0.00' T RIM 27.41 a IF CONFLICTS RIM 27.75 8" IE (S) 19.32 ARISE W/ SD PIPE 8" IE (N) 23 50 o . _ _ _ _ ROAD CL z EXISTING 49 LF 8" HOPE SD @ 0 08 FT/FT _ 8" X 8" SD TEE, STA 0+48.00, CL -0+10 0+00 10 5 0 10 0+110 0+120 0 30 0+40 0+50 04160 0+170 0.60 0+90 20 SCALE IN FEET CALL 811 2 BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) STORM DRAIN (WEST) - PROFILE VIEW SCALE: 1" = 10' 1+00 1117 MH#1, TYPE 2 STA 0+20.63, 0.85' RT, RIM 27.415E n SION 1,73. LANE ASSN MST PIPS 13.7 8" IE (S) 19.32, EX 18" IE (E,W) 18.32 SUMP 16.32- 49 LF 8" HDPE SD @ 0.08 FT/FT 0%7 CB #1 STORMFILTER CB - STA 0+72.64, 0.00' T _ RIM 27.75 8" IE (N) 23.50 aHmct"))xx tl„XtitHO 01 7. -26., t • 2+53 I, Pr 00 ON 1+70 110 1+50 CO5 1+00- 1+50 9. 2+00 PROPOSED BUILDING FF ELEV 28.00 CB #2, TYPE 1 STA 1+48.57, 0.03' RT RIM 27,75- 8" IE (E) 24.84 SUMP 22.84 MH #2, TYPE 2 STA 0+26.46, 0.02' RT RIM 28.00 8" IE (W) 21.21 EX t IE (NS) 21211 SUMP 19.11 CB #3 STORMFILTER CB STA 0+79.11, 0.06' RT RIM 27.75 8" IE (W) 23.50 8" IE (0)23.50 - - - 67 LF 8" HDPE SD @ 0.02 FT/FT 33.00531:3403,703 TOWNS. P05 2222%, 79, 0 0 um ,I0 50 LF 8" HDPE SD @ 0.04 FT/FT MIN °473:3.157- 033: :12 1+40 1+30 1 y0 I /10 1+00 0+90 0 60 0+70 0+60 0+60 00)40 0+30 0 y0 CB #3 DUCT BANK STA 0+26.46, 0.02' RT cc CB #2, TYPE 1 EG STORMFILTER CB CONTRACTOR TO '' RIM 28 00 A- STA 1+48 57 0 03' RT STA 0+79 11, 0.06' RT FIELD LOCATE & 8" IE (VV) 21.21 cc RIM 27.75- FG @ PRIVATE RIM 27.75 NOTIFY ENGINEER ur ) X I: :2 iN X' x ' 8 8" IE (E) 24,84 ROAD CL 8" IE (W) 23.50 IF CONFLICTS SUMP 19.11 0 SUMP 22 84 8" IE (E) 23,50 ARISE W/ SD PIPE T 44_ 5" DISC PAGE 50+007- - 50+505 -L 51+00 LIJ a_ > 0 a 51*50 5573,1NC. N 0 TOP 0 004 3 54055.13 PO, 2+50 . 15:17.0372: 1:5 IT 1743733 :PI If,. 0 0 0+00 -0+10 50 EX DRY UTILITY 0 7/ 8" x 8" SD TEE, STA 0+58.25, CL 50 LF 8" HDPE SD @ 0.04 FT/FT MIN- 1+70 1+60 1 50 1+140 1+130 1+120 1+110 1+60 0460 0+180 0+70 0+60 0+50 0+140 DRAINAGE PLAN STORM DRAIN (SOUTH) - PROFILE VIEW SCALE: 1" = 10' 0+30 -4 -30 -20 o 10 0 0+20 0+110 0+00 -0 10 10 5 0 10 20 SCALE IN FEET REVISION NO.5, RIVIEV)IED FOR CODE COMPLIANCE APPROVED SEP 10 2G10 City of Tukwila BUILDING DIVISION Y 06 TlK001, 755 0 2018 PERMIT CENTER 1938 Fairview Avenue East Seattle, WA 98102 info@urbalarchitecture,com www.urbalarchitecture.com 206-257-0972 DCG civil structural 31620 23rd Ave S Suite 307 Federal Way, WA 98003 P: 206.523.0024 F: 206.523.1012 www.dcgengroom STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD TUKWILA, WA 98188 RECORD DRAWING er'aVos'OcuTgeniTrTeert=v7iToZgra BY DATE DAVID° CONSULTING GROUP, INC (206) 523-0C24 submittals/revisions 100% SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT A 12.06.2017 BP CORR. 1160% CO CHECK SET A 01.10.2018 BID SET REVISIONS BP CORR. 2 100% CO A 02.09.2018 A 6982.2060 00362010 SMOKE CONTROL SUBMITTAL 02.29.2018 ISSUED FOR CONSTRUCTION SETA 06.18.2018 CONSTRUCTION SET REVISIONS A 07.10.2018 DRAINAGE PLAN drowIng Information DATE 07.10.2018 SCALE AS SHOWN DRAWN BY KR,ES DESIGNED BY ES CHECKED BY TG,ES JOB # 17-004 sheet number C05 PAGE _5_ of SCALE IN FEET KEY NOTES: KEY NOTE: DETAIL/ SHEET Oi SEWER POINT OF COMPLIANCE WITH PLUMBING DESIGN STA 52+24.23, 46.35' RT OSTA CLEANOUT #1, 8" SSSCO 52+24.26, 43.05' RT RIM 28.15 O 27 LF 8" PVC SDR-35 SSS @ 0.10 FT/FT. CONTRACTOR TO INSTALL ASTI REQUIRED TO VERTICAL MIN MAINTAIN MIN VERTICAL CLEARANCES Je OSTA TYPE 2 SADDLE MH W/ DROP CONNECTION • 52+24.73, OFFSET 17.00' RT RIM 28.00 EX 15" IE FL (N,S) 15.00+/- 15" SOT OUTSIDE DROP IE (W) 15.22 8" TOP OUTSIDE DROP IE (W) 18.22 3/C07 I/CO8 OBE EX 2" WATER SERVICE/METER TO RETIRED AT OWNERS EXPENSE. REM CORP STOP & INSTALL P O DOMESTIC WATER SERVICE 63 LF 4" DI PIPE (CL 52) (1) EA - 16" X 4" TAPPING TEE CONC BLOCKING (1)EA-4"GV 4" METER W/ OLDCASTLE 644-LA VAULT & 3' RISER SECTION RPPA TO BE LOCATED WITHIN MECH ROOM. COORDINATE W! MEP KlC08 Q,SfC09 4 OCONC FIf3E"'gt'ROZE""-''-'''-"'-' 73 LF 8" DI PIPE (CL 52) (1) EA - 16" X 8" TAPPING TEE BLOCKING (1)EA-8"GV DETECTOR DOUBLE CHECK VALVE & VAULT TO BE LOCATED WITHIN BUILDING MECH ROOM Q,SlC09 O EX GAS SERVICE TO BE REUSED IF PROPERLY SIZED FOR NEW DEVELOPMENT (TBD BY MEP) O EX FIRE HYDRANT (LOCATION APPROXIMATED BASED ON STREET VIEW AND AERIALS) to FIRE DEPARTMENT CONNECTION 11 EX UIC TO BE REROUTED AS NECESSARY BASED ON CONFLICTS WITH PROPOSED UTILITIES, STREET TREES, AND PEDESTRIAN LIGHTING (TYP). RELOCATION (IF FEASIBLE) TO BE COORDINATED: WITH PSE 0 EX POWER TO BE REUSED IF FEASIBLE (TO BE COORDINATED WITH PSE) 13 SINGLE VAULT WITH DOUBLE BAFFLE GREASE INTERCEPTOR TO BE LOCATED WITHIN FIRST FLOOR PARKING LEVEL. SEE GENERAL NOTES THIS SHEET & SITE MEP PLANS FOR FACILITY SIZING CALCULATIONS P/C09 14 EX SIGNAL AND STREET LIGHT TO BE PROTECTED AND RETAINED THROUGHOUT CONSTRUCTION 15 EX SANITARY SIDE SEWER (LOCATION TO BE VERIFIED IN FIELD BY CONTRACTOR) TO 8E CUT, CAPPED, & ABANDONED. ABANDONED PIPE SHALL BE PUMPED W/ CDF PER COT REQUIREMENTS 16 CONTRACTOR TO INSTALL VERTICAL BENDS WITH CONCRETE BLOCKING. LOCATION OF VERTICAL BENDS AND BLOCKING TO BE ADJUSTED AS REQUIRED IN THE FIELD. O/C09 17 POST INDICATOR VALVE ASSEMBLY 18 FIRE HYDRANT ASSEMBLY 67 LF 6" DIP (1) EA - 16" X 6" TAPPING TEE CONC BLOCKING 1)EA-6"GV M,Q,S/C09 1) INSTALL (2) 90° HORIZONTAL BENDS FOR 8" FIRE SERVICE WEST OF EX UTILITY DUCT BANK (W/ CONC BLKG). CONTRACTOR TO ADJUST BLOCKING/BEND LOCATION IN FIELD BASED ON SITE CONSTRAINTS AS REQUIRED N/C09 20 S INSTALL (2) 90° HORIZONTAL BENDS FOR 6" DOM WATER SERVICE WEST OF EX UTILITY DUCT BANK (W/ CONC BLKG). CONTRACTOR TO ADJUST BLOCKING/BEND LOCATION IN FIELD BASED ON SITE CONSTRAINTS AS REQUIRED N/C09 LEGEND: CITY OF TUKWILA UTILITY NOTES: 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE 2. SHORING LAWS FOR TRENCHES OVER 4-FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 3. POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 4. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS AFTER ASPHALT PAVING. -0+50 50 4 30- 8" SSSCO ----5 -RIM 28.15 D 8" IE 20.96 -0+50 -01,40 -0+30 -0+20 CONCRETE ASPHALT LANDSCAPE RETAINING WALL TREE PIT GRATES GENERAL NOTES: CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITY CROSSINGS PRIOR TO CONSTRUCTION. VERTICAL BENDS/BLOCKING MAY BE REQUIRED FOR WATER/FIRE SERVICE CONNECTIONS BENEATH EX UTILITY DUCT BANKS. NOTIFY ENGINEER IF CONFLICTS ARISE 2. GREASE INTERCEPTORS SHALL COMPLY WITH APPENDIX H OF THE UNIFORM PLUMBING CODE AND SECTION 8.4 OF THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS 3. DUE TO SPACE CONSTRAINTS AND LOCATION OF GREASE INTERCEPTOR TO APPLICABLE FACILITIES, IT HAS BEEN LOCATED WITHIN THE PARKING GARAGE (AND NOT EXTERIOR TO THE BUILDING FOOTPRINT) -0140 -0+30 -0120 -0010 0+00 0+110 I I EX DRY UTILITY DUCT BANK. CONTRACTOR TO FIELD LOCATE & NOTIFY ENGINEER IF CONFLICTS ARISE W/ SSS PIPE z o_ 27 LF 8" PVC SDR-35 SSS 4-- @ 0.10 FT/FT. INSTALL MH #1 VERTICAL BENDS AS REQ TYPE 2 SADDLE MH WO DROP CONNECTION Lee_ STA 52+24.73, 17.00' RT _ RIM 28.00 EX 15" 1E FL (N,S) 15-00+/- 15" BOT IE (W) 15.22 .... 8" TOP IE (W) 18.22 -20 EX10"PEG TOP PIPE 16.23 10 F. -0+110 010 0+ID Or 0+20 0 O -40 81 10 5 0 10 20 SCALE IN FEET SIDE SEWER CONNECTION - SECTION VIEW A SCALE: 1" = 10' -0+50 -0140 -0+30 50 RPPA LOC IN 40- _...MECH ROOM. —SEE MEP —PLANS 0- 0 -0'10 0+00 0+110 0+20 - H- _ 4" DOM METER O - 4" DOM SERVICE m_ .16"X4"TAPPING_I _ 52 TEE (1 EA) I ?•___E 4" GV (1 EA) ' • 0_ CONC BLKG -I STA 52+34.13, 25' LT i EX DRY UTILITY DUCT BANK. CONTRACTOR TO -o- - - ----- 1 -FIELDLOCATENERIFY 4 1 -1: ___. I EX 16 WM 0+30 0 6 90 BEND z (2)EAW/ CONC co BLOCKING -0+50 -0+40 0+30 -0420 - -40 08 63 LF 4" DI PIPE (CL 52) '—) EX 10" PSS—. TOP PIPE 16.28 -0+10 0+100 10 0+Ii0 5 0 0+120 10 0+30 20 SCALE IN FEET WATER SERVICE CONNECTION - SECTION VIEW SCALE: 1" = 10' 0 00 U rn BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL CALL 811 FIELD VERIFY GRADES, UTILITIES, AND ALL OTHER EXISTING FEATURES AND 2 BUSINESS DAYS CONDITIONS. IF CONDITIONS ARE NOT S SHOWN AND/OR PLANS CANNOT BE BEFORE YOU DIG CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) 0 -0+30 PROPOSED BUILDING FF ELEV 28.00 0 -0'10 0+00 0+10 0+90 0+30 FIRE HYDRANT _..ASSEMBLY -0 50 0+40 -0+30 UTILITY PLAN BANK. CONTRACTOR TO FIELD LOCATE/VERIFY 67LF6" DI PIPE (CL 52) 6" FH SERVICE 16" X 6" TAPPING TEE (1 EA) 6" GV (1 EA) CONC BLKG STA 52+38.86 25 LT -0+10 0+00 FIRE HYDRANT CONNECTION - SECTION VIEW SCALE: 1" = 10' 10 0410 0+20 0+30 SCALE IN FEET 30'RG ROW • M151) rtNY Io uL, POLE 50+50 imorDET 53+00 io -0+40 0+30 -0+20 -0+10 0+00 2-- POST 8" FIRE SERVICE INDICATOR 16" X 8" TAPPING VALVE TEE (1 EA) 8" 90° BEND _..I,u 8" GV (1 EA) _.. (2) EA W/ s' CONC BLKG r-CONC BLKG ¢ STA 52+29.38, 25' LT ...._._ a. - ""-EX DRY UTILITY DUCT x BANK CONTRACTOR TO j _- FIELD LOCATENERIFY _ • 2 73 LF 8" DI d•PIPE (CL 52) -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 SCALE IN FEET FIRE SERVICE CONNECTION - SECTION VIEW SCALE: 1" = 10 10 0+20 0+30 10 55.CE(VED "'OF TUKWILA MS032018 PERMIT CENTER ARCHITECTURE URBAN' RURAL 1938 Fairview Avenue East SWF loo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com r 206-257-0972 A'PG ', PT 4R4I0NALOR �ONA�a D. SCHOS +@+ 4Q1 aF y2�;per Fe WA1/ R 4]]26 �aQ' 4, POf5TE0.Ea ��� DCG` CIVI1 Structural 31620 23rd Ave S Suite 307 Federal Way, WA 98003 P'. 206 523 0024 F. 206 523 1012 www.dcgengr.com STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD TUKWILA, WA 98188 erase RECORD DRAWING ran rxE BY DATE DAVIDO CONSULTING GROUP, INC `AK EolmslTszsnosa A9815s submittals/revisions 100%5D PROGRESS PRINT 09.072017 BUILDING PERMIT SET 10.21.2017 FOUNDATION ONLY PERMIT 1 12.06.2017 BP CORR. 1/60%CD CHECK SET 1 01.10.2010 DID SET REVISIONS A� 0209.2010 BP CORR. 2 / 2 03.02.2018 \ 100%CD 0,09.2018 SMOKE CONTROL SUBMITTAL 0.29.2018 ISSUED FOR CONSTRUCTION SETA 06.15.2018 � CONSTRUCTION SET REVISIONS , 07.10.2018 41 COROUZ IE. APPROVED SEP 10 2010 City of Tukwila BUILDING DIVISION N drawing Information DATE 07.10.2018 SCALE AS SHOWN DRAWN BY KR,ES DESIGNED BY ES CHECKED BY TG,ES JOB # 17-004 sheet number REVISION NO, .0 PAGE 8 of 8 ACCESS COVER 1"0" COLLAR Ili II.; 4 fir, STORMFILTER CARTRIDGE PERMANENT POOL ELEVATION CARTRIDGE SUPPORT FLOW KIT CATCHBASIN FOOT (TYP. OF 4) -.- INSIDE RIM �-INSIDE RIM y BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES, AND ALL OTHER EXISTING FEATURES AND CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN AND/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN. CONTACT DCG PRIOR TO CONSTRUCTION. OUTSIDE RIM PLAN VIEW 4'-4%" CONCRETE COLLAR AND REBAR TO MEET HS20 IF APPLICABLE BY CONTRACTOR A VANED INLET GRATE (SOLID COVER OPTIONAL) OPTIONAL SLOPED LID T` FILTRATION BAY INLET od INLET STUB (OPTIONAL) CLEANOUT B ACCESS PLUG ON WEIR WALL SECTION A -A STORMFILTER CATCHBASIN DESIGN NOTES STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 1 CARTRIDGE CATCHBASIN HAS A MAXIMUM OF ONE CARTRIDGE. SYSTEM IS SHOWN WITH A 27" CARTRIDGE, AND IS ALSO AVAILABLE WITH AN 18" CARTRIDGE. STORMFILTER CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR CONTROL. PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION CARTRIDGE HEIGHT 27" 18" DEEP MINIMUM HYDRAULIC DROP (H) 3.05' 2.3' 3.3' SPECIFIC FLOW RATE (gpmisf) CARTRIDGE FLOW RATE (gpm) 2 gpm/fP 22.5 1 gpMft' 11.25 2 gpm/ft' 15 0 gpm/fE Cio 2 gpm/5' 15 1 gpm/ft' 7.5 PEAK HYDRAULIC CAPACITY 1.0 1.0 8 INLET PERMANENT POOL LEVEL (A) OVERALL STRUCTURE HEIGHT (B) 4'9" GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com 3. STORMFILTER CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 4. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. 5. STORMFILTER CATCHBASIN EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING. STANDARD OUTLET STUB IS 81NCHES IN DIAMETER, MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE USING FLEXIBLE COUPLING BY CONTRACTOR. 6. STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO M306 LOAD RATING. TO MEET H520 LOAD RATING ON STRUCTURE, A CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED, CONCRETE COLLAR WITH QUANTITY (2) #4 REINFORCING BARS TO BE PROVIDED BY CONTRACTOR. 7. FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS. 8. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft). INSTALLATION NOTES A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN (LIFTING CLUTCHES PROVIDED). C. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. FLOATABLES BAFFLE PERMANENT POOL ELEVATION FILTRATION BAY INLET INLET STUB (OPTIONAL) MA MORTAR FILLET Owl.VA P"'RIES) 60 } PRECAS RAM AND GRATE OR FANG,. COVER EA OR ADJUSTMENT SECTION HANDHOLDS -A-FRONT SLAB COVER (Poe ARXAsrenss NITH INTEGRAL RISER) 0 15. IN/FT IN EACH DIRECTION FOP .18" 01950 NAT IN EACH DIRECTION FOR Sa" 0.2A SO AAFT IN EACH DIRECTION FOR." PRECAST SASE VAIAI INTEGRAL RISER . COMPACTED OEM, FOR PRECAST EA EPARATE CAST PLACE OR SEPARATE. PRECAST BASE NOTES: 1. HANDHOLDS IN RISER OR ADJUSTMENT SECTION SHALL HAVE 3" MIN. CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6" MIN, CLEARANCE. NO STEPS ARE REQUIRED WHEN "B" IS 4' OR LESS. REFER TO DS-10C AND DS-11 FOR STEPS AND LADDERS. 2. PRECAST BASES SHALL HAVE CUTOUTS OR KNOCKOUTS WITH A WALL THICKNESS OF 2" MIN. HOLE SIZE SHALL BE EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. MAXIMUM HOLE SIZE IS 36" FOR 48" CATCH BASIN, 42" FOR 54" CATCH BASIN. AND 48" FOR 60" CATCH BASIN. MINIMUM DISTANCE BETWEEN HOLES IS 8". 3. ALL BASE REINFORCING STEEL SHALL BE PLACED IN THE TOP HALF OF THE BASE, 1" MIN. CLEARANCE. 4. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE ROUNDED. 5. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 6. LOCATE STEPS AND LADDERS AWAY FROM OPENINGS AND CENTERED OVER THE MANHOLE. REFER TO DS-06 FOR VANED GRATE AND CATCH BASIN MARKINGS. NOT To SCALE City of Tukwila CATCH BASIN TYPE 2 (48"/54"/60") DS-02 08.03 LA 04.08 APPROVAL BOB GIBERSON, CITY ENGINEER CATCH BASIN - TYPE 2 COT STD SHEET DS-02 CALL 811 2 BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) NTS INSIDE 2' Oy" OUTSIDE SECTION B-B LIFTING EYE (TYP. OF 4) OUTLET STUB OUTLET PIPE FROM FLOWKIT CATCHBASIN FOOT (TYP. OF 4) 1-CARTRIDGE CATCHBASIN STORMFILTER DATA STRUCTURE ID SFCB#1 WATER QUALITY FLOW RATE (cfs) PEAK FLOW RATE (<1 cfs) RETURN PERIOD OF PEAK FLOW (yrs) CARTRIDGE FLOW RATE (gpm) MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS) RIM ELEVATION 0.0152 0.0726 100 7.50 ZPG 27.75 PIPE DATA DIAMETER INLET STUB OUTLET STUB 23.50 CONFIGURATION OUTLET SLOPED LID ESENO SOLID COVER YE0 NOTES/SPECIAL REQUIREMENTS: L 1-CARTRIDGE CATCHBASIN STORMFILTER DATA STRUCTURE ID SFCB#3 WATER QUALITY FLOW RATE (cfs) 0.0161 PEAK FLOW RATE (<1 cfs) 0.0770 RETURN PERIOD OF PEAK FLOW (yrs) 100 CARTRIDGE FLOW RATE (gpm) 7.50 MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS) ZPG RIM ELEVATION 27.75 PIPE DATA: I.E. DIAMETER INLET STUB 23.50 8" OUTLET STUB 23.50 8" CONFIGURATION OUTLET SLOPED LID E NO SOLID COVER YE O NOTES/SPECIAL REQUIREMENTS: 1 S�TavOARER SEE�ISAt , <SEESETAIL IM3 � IOD/> GSEE NOTET2i STANDARD WWI .E STEP (SEE DETAIL IOW SEC. A -A ninijrpr ar4or$ E t0 REMAIN awx 0:6 �t ExiS�TINGSEI01xt ER C �9E°t``gEc Si oa ST IN PLACE e v a =VY7068RBED NAIVE ., �uNxJarursBED NATIVE xnrtR n 4NxOLE SIZE Ylll eE I DEPENDENT NN[i PIPES INTO TUE UEUUELEPIPE szEDCTRAu ALLANHO RISER JOINTS SHALL Mp PRf AIV1110 EIVRE4 l'ATIt SANITARY SEWERS ECIFICATIONS. AR AND PRECA 36. OR LESS Re OR LESS 72. OR LESS SO' A�tTn/nrEUSE CREED EEEDMICR TE TOP FLAT SLAB WITH MOLE FOR RISER SECTION. TERM TAN PRECAST REINFORCED CONCRETE SECTION DRILL AND SEAL S SHAPE C LE KNOCKOUT xIS ETIND PIPE. PROVIDE e' EERANC GRWi) A WND RErIELD SE Ax➢ SECTION TO HE PLACED OvfR NA POURED AND DixlSt Hn' SOH NAS HI EMBEDMENT IN CONCRETE SLAB. IRS.11 4067 HBA�F-(wD STANDARD DETAILS CONCRETE SADDLE MANHOLE CONCRETE SADDLE MANHOLE NTS DATE SCA LE 2004 PAGE t OF STORMFILTER CATCH BASIN DETAIL REVIEWED F'GR CODE COMPLIANCE APPROVED SEP 10 201B City of Tukwila BUILDING DIVISION REVISION N0, f5 `iECEIV:_D CITY OF TUJKWILA AUG 0 3 2018 PERMIT CENTER ARCHITECTURE 7) ;L,?A 1938 Fairview Avenue East 08822oo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com r 206-257-0972 31620 23rd Ave S Suite 307 Federal Way, WA 98003 P: 206,523.0024 F: 206.523.1012 www.dcgengr.com STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD 7UKWILA, WA 98188 BY RECORD DRAWING iggigtrZirlrE CONTRACTORANoeTNERS DATE IAANDO CONSULTING GROUP. INC. LAKE' 12.08) 523.0024 REST PARK A 98v65 submittals/revisions 100k50 PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT A 12.06.2017 BP CORR.1/60% CO CHECK SETA 01.10.2018 BIO SET REVISIONS 8P C0RR.2 A 02082016 /'i \ 03.02.2091 Mg CD 03.09.2018 SMOKE CONTROL SUBMITTAL 03.29.2018 ISSUED FOR CONSTRUCTION SETA 06.15.2018 CONSTRUCTION SET REVISIONS /A\ 07.10.2018 STORMFILTER CATCH BASIN DETAIL drawing information DATE 07.10.2018 SCALE AS SHOWN DRAWN 8Y KR,ES DESIGNED BY ES CHECKED 8Y TG,ES JOB # 17-004 sheet number C07 PAGE 9 of 9 CURB DETAIL CONCRETE DRIVEWAY COT STD SHEET RS-08B NTS NOTES: 1. MAX. PIPE DIAMETER MAY BE LIMITED BY PIPE CONFIGURATION OR AS DETERMINED BY ENGINEER. 2. RUBBER GASKET AND GROUT AT ALL JOINTS, 3. GROUT ALL LIFTING EYE HOLES. 4. SEE SS-08 FOR ACCESS AND CHANNELIZATION. 5. SEE SS-13 FOR STEP DETAIL. 6. INSTALL PER CHAPTER 6 OF THESE STANDARDS, APPLIES TO 24" OR SMALLER DIAMETER PIPES. 48" & 54" MANHOLE DETAIL COT STD SHEET SS-04 NTS BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL CALL 811 FIELD VERIFY GRADES, UTILITIES, AND i. ALL OTHER EXISTING FEATURES AND 2 BUSINESS DAYS o CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN AND/OR PLANS CANNOT BE BEFORE YOU DIG CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) NOTES: 1. DROP PIPING TO BE SAME SIZE AS INTERCEPTED SEWER. 2. RACKFILL WITH COMPACTED MATERIAL. 3. CLASS 50 DUCTILE IRON PIPE ONLY. 4. CONCRETE CLASS 5 (1-1/2), CEMENT 5 SACK MIX WITH 1-1/2" AGGREGATE. 5, SEE SS-08 FOR ACCESS AND CHANNELIZATION. 6. SEE SS-13 FOR STEP DETAIL, OTHEry SPAN IS MORE THAN FLEXIBLE .101 MIN DROP PIPE SIZE DROP 1 45' 1.70' 2 08' 90' BE CONCRETE NTS TYPICAL PATCH FOR RIGID PAVEMENT TYPICAL PATCH FOR FLEXIBLE PAVEMENT PAVEMENT RESTORATION COT STD SHEET RS-03 TEE ROP PIPE MANHOLE DROP CONNECTION COT STD SHEET SS-10 NTS O 2E L - FLEX CP corer, BYPASS KWELL .1 (REDUCE AT SINGLE STRAP SERVICE LO AMPS Q3K tat WITH IPS TAP. - STRAIGHT CP0O., COPPER TO OUTSIDE 0 1,01BEND CP.. COPPER TO a1COPPER oEQUAL TO MUELLER to EQUAL TO MUELLER 0,5526. ps ,104 ass CP.. COPP. TO OUTSIDE QTHREAD PADLOCK WINGS LOCK CAP,MUE I£L R 8 3 a COMPOUND METER Y L, EQUAL TO MUEELLLEERRPA'2EED6 't .FL.EOVALTO Fn. MATERIAL LIST - 0,1. BYPASS 2- G.IEFL a P.c OLENGTH AS REQUIRES. D FL. MUELLERA-237o6 OR EQUAL, 518,1ETER, AS SPECIFIED, Dt Dt D 2 re V. SATISFACTORY LOCKING KING DEVICE MUST BE Qyi 3BEFL. EACH END, ENG1H To PIT. 2 ewNDS, FLANGE WITH DUCTILE IRON BY-PASS 39 ®• • • • SBY O SSY SSY` DSY SSW O ❑ o 0 0 ❑ SBW NOTES: LEGEND DSY - DOUBLE SOLID YELLOW 55Y- SINGLE SOLID YELLOW SSW -SINGLE SOLID WHITE SBW - SINGLE BROKEN WHITE SBY- SINGLE BROKEN YELLOW ® TYPE 2YY REFLECTOR • TYPE #1 YELLOW TRAFFIC BUTTON o TYPE #1 WHITE TRAFFIC BUTTON ❑ TYPE 2WW REFLECTOR = DIRECTION OF TRAVEL "THIS SPACING SHALL BE USED ONLY WHEN THE (SSY) IS USED IN CONJUNCTION WITH THE (SBY) 1 is ❑ o 0 0 0 ❑ 1. ALL PAVEMENT MARKINGS TYPE 1 AND TYPE 2 SHALL MEET THE REQUIREMENTS OF THE APWAAVSDOT STANDARD SPECIFICATIONS AND DETAILS. RAISED PAVEMENT MARKER COT STD SHEET RS-13 NTS 'GENERAL NOTE, 1. METERS 3,,SUPPLIED BY 2, VAULT SHALL BE PRECAST BETE VAUL, 3. ALL PIPE B FTTINGS 9" AND LARGER SHALL BE CEMENT LINED, C1,52, 9, PIPING FROM MAIN TO VAULT ALL BE 0" ON 3' METER INSTALLATION, TEE NATH VALVE ON EXSTING W5. REFER TO SECTION 7,3,2. PROVIDE ONCRETE METER -3"TO6" COT STD SHEET WS-04 NTS DETAILS AT ON CENTERS 6" RISER SECTION TO,AR HOOP 12" RISER SECTION 03 BAR uaeau EncWAY RECAST BASE SECTION (MEASUREMENT AT TOP OF THE SASE) NOTES: 1. MAXIMUM DEPTH FROM FINISHED GRADE TO PIPE INVERT SHALL BE 6-0". 2. CATCH BASINS TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C 478 (AASHTO M 1991) &ASTM C 890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS. 3. REBAR WELDED WIRE FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A 497 (AASHTO M 221). DO NOT PLACE WIRE FABRIC IN THE KNOCKOUTS. 4, THE BOTTOM OF THE PRECAST BASE SECTION MAY BE ROUNDED, PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM. 5. KNOCKOUTS MAY BE ON ALL 4 SIDES WITH MAXIMUM DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR D' SHAPE. PIPE TO BE INSTALLED IN FACTORY SUPPLIED KNOCKOUTS, 6. KNOCKOUT OF CUTOUT HOLE SIZE SHALL BE EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS, 7. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2" PER FOOT. 8. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-6210. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT. 9. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 10. VANED GRATE, REFER TO DS-06. 1 i. REFER 10 DS-06 FOR CATCH BASIN MARKINGS. CATCH BASIN TYPE 1 COT STD SHEET DS-01 NTS ANCHOR BOLT LAYOUT PCTEYNALL SECTION THRU HANDHOLE NOTES: 1. BRACKETS SUPPLIED WITH 2" N.P.S. SLIPFITTER. SPECIFY MOD. 140 FOR 1,25" N.P.S. SLIPFITTER. 2. TWIN BRACKETS ARE LOCATED 180 O,C, 3. 10" BASE DIA, POLES REQUIRE 1"-0 UNC36" LONG ANCHOR BOLTS WITH A 3-1/4" PROJECTION. 4, INSTALL STREET LIGHTS BEHIND SIDEWALK, 5. INSTALL JUNCTION BOX 6" INTO SIDEWALK. 6, SECURE ANCHOR BOLTS IN PLACE BEFORE POURING CONCRETE. 7. INSTALL BOLTS WITH A MINIMUM OF TWO (2) THREADS EXPOSED, 8. SEE RS-22 AND RS-26. 9. INSTALL POLE - SAFE MODEL #4100 BREAKAWAY SUPPORTS ON TOP OF ANCHOR BOLTS, MRo,vAP ANLe27 1,7 0,0 TYPICAL LUMINAIRE POLE DETAIL aAt 10)10...STEEL ANLHOP BOLTS AVM 0 908 OUT OF ROUND TOLERANCE 010", ROLLED OR CV,HREADS PER w0SH6Rsa(a�'iTov.ar� vLnr wgsnsas Alv_SFLC NOUr P-ER PLA, 'SZ" s•)SaoRa ACED z..' FOUNDATION DETAIL NOT TO SCALE City of Tukwila STREET LIGHT POLE 30' & 40' MOUNTING HEIGHT RS-20 REVISION /0. 08.03 I LASTaev:S,ON. 04.08 APPROVAL. BOB GIBERSON, CITY ENGINEER STREET LIGHT POLE & DESIGN GUIDELINES COT STD SHEET RS-20, RS-24 NTS REVIEWED r5R CODE COMPLIANCE APPROVED SEP 10 2013 City of Tukwila BUILDING DIVISION REVISIONNO, 6 RECEIVED CITY OF TUKWILA AUG 0 3 2010 PERMIT CENTER ARCHITECTURE 1938 Fairview Avenue East S00E 100 Seattle, WA 98102 info@urbalarchitecture,com www.urbalarchitecture.com T 206-257-0972 Age eAA4' P"HO0- SCN04. eQ41 Of WASy40� qS�. y�/,, `d // 7 �pE,SRe0I11*6 8/41 v&4gStONAL6 c,'u e4tta%t Q' DCG ctvll structural 31620 23rd Ave S Suite 307 Federal Way, WA 98003 P. 206 523 0024 F: 206 523.1012 www.dcgengLeom STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD TUKWILA, WA 98188 RECORD DRAWING THIS RECORD DP.,04,10. HAS BEEN PREPARED BASED ON INFORMATION COMPILED FROM THE CONTRACTOR AND OTHERS BY DATE 13.100 CONSUL,TS GROUP INC wrce FORos)R52300,1 Anets submittals/revisions 1005 SD PROGRESS PRINT 09.07.2012 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT A 12,06.2017 BPCORR.1 I60% CD CHECK SETA 01,10,2018 BID SETREVISIONS A� 0209.2018 BP CORR.2 03.02.2018 /2\ 100°%CD 03.09.2018 SMOKE CONTROL SUBMITTAL 03,29.2018 ISSUED FOR CONSTRUCTION SETA 06,15.2018 � CONSTRUCTION SET REVISIONS 07,10,2018 !P 1 DETAILS drawing Information DATE 07.10.2018 SCALE AS SHOWN DRAWN BY KR,ES DESIGNED BY ES CHECKED BY TG,ES JOB B 17-004 sheet number PAGE B of 9 Ir6; I I tg BASE MAP/TOPOGRAPHY PR ID 51 OTHERS. DCG CANNOT BE HEBLBDLBIABBBLYE r_c 11; FOR ACCURACY. CONTRACTOR SHALL 12, ! FIELTHD.VEREIREXISTINGEYCRADEASEUTTIL,ITRI:sA S,ANT ALL 570 CS,,ONDolTwIONS. IF CONDITIONS ARE NOT A120 uNcATNEDD/OR sPLAASNTACAcNoNNOTcBTE 1,coNsmAsH 2°0 DCG PRIOR TO CONSTRUCT(ON. (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) g SIDSINALK CURB ARO GUTTER FINISHED PAVEMENT MATCH MAIN DEPTH 701'Sig BLOCK 73 MIN EA. MAX PO. MECHANICAL JOINT MIN. 1 TARO DRAIN ROCK CONCRETE BLOCKING CPR I IX.. 63 DIA. DUCTILE UNDIS.R13. IRON PIPE SOIL NOTES: 1. 097960004040967 OF THESE STANDARDS. 2. HYDRANTS EQUAL TO MUELLER 4,423 OR CLOW MEDALLION #F-2545, M H 929. 2.4" A HALT COATED TEEL SHACKLE ROOS FLANGE JOIN SEE V.VE 310% DETAIL (00.091 RESILLANT WEDGE GATE VALVE CAST IRON T. (CEMENT LINED) SEE VESE. AND W.. UNDISTURBED SOIL 3. HYDRANTS SHALL BE EQUIPPED WITH TWO 2.1/2" N.S.T. HOSE PORTS AND ONE 5° STORTZ PUMPER DISCHARGE PORT AND SHALL HAVE A 1-114. PENTAGON OPEN LIFT OPERATING NUT. HYDRANTS 09014.99009604 BOTTOM CONNECTION AND S1/ 4" MAIN VALVE OPENING. AND SHALL HAVE 18. ABOVE GRADE LEVEL TO THE CENTER OF THE PUMPER DISCHARGE PORT. 4, HYDRANTS SHALL CONFORM TO A.W.W.A. SPECIFICATIONS C 502,54: SHALL BE COMPRESSION TYPE AND SHALL HAVE A TWO PIECE BREAKING FLANGE WITH BREAKING THIMBLE AT THE GROUND LINE OR STEM; SHALL HAVE A SELP-OILING DRY BONNET WITH FACTORY FILLED RESERVOIR HOLDING APPROXIMATELY' 8 OUNCES OF OIL. OIL RESERVOIR SHALL SE SO DESIGNED AS TO GIVE A COMPLETE LUBRICATION OF STEMS EACH TIME THE HYDRANT IS OPERATED. THE UPPER STEM SHALL HAVE. A BRASS SLEEVE. 5. SHACKLE RODS SHALL BE ASPHALT.COATED STEEL OR CORTEN STEEL. 6. CITY HYDRANTS BONNET AND PORT CAPS SHALL SE FARWEST DELPHINIUM BLUE SAFETY 257. BARREL SHALL BE FARWEST CASE YELLOW SAFETY X-3472. PRiVATE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF FARWEST CASE YELLOW (I! X.3472). 8. WHERE NO CURB AND GUTTER IS INSTALLED. FIRE HYDRANT SHALL BE LOCATED CLOSE TO THE PROPERTY LINE AND INSIDE THE RIGHT OF WAY OR EASEMENT. INSTALL BOLLARD GUARD POST PER WS-14. 9. HYDRANTS INSTALLED. RELOCATED OR OTHERWISE WORKED UPON AS A RESULT OP A PROJECT SHALL BE FRESHLY PAINTED. 10. HyDRANT SHALL NOT BE CLOSER THAN 4' TO ANY FIXED OBJECT, WITH THE EXCEPTION OF HYDRANT GUARD POSTS, PER TMC 142403. FIRE HYDRANT ASSEMBLY AND SETTING COT STD SHEET WS-13 23 VENT LINE, CONNECT PO BUILDING VENT OR LARGER 1' MIN F- INLET NTS PLAN VIEW ADJUST TO GRACE DIA LOCKING FRAME COVER AIR 2, GAS TIGHT 3 PLCS (2 PLCS ON 522-GA) GROUT A ,1.0,3i30,41BUD0:s) 233 LENGTH I/3 LENGTH SECTION A -A NOTES: 1. REFER TO CHAPTER 8 OF THESE STANDARDS. 2. CONCRETE: 28 DAY COMPRESSIVE STRENGTH flu 0 4500 PSI 3. REBAR: ASTM A-615 GRADE 60. 4. MESH: ASTM A-185 GRADE 65. 4. DESIGN: ACI-318-83 BUIILDING CODE ASTM C-857 "MINIMUM STRUCTURAL DESIGN LOADING FOR MONOLITHIC OR SECTIONAL PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES". 5. LOADS: H-20 TRUCK WHEEL WITH 30 IMPACT PER AASHTO. 6. FILL WITH CLEAN WATER PRIOR TO START UP OF SYSTEM. 7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES. 8. ONLY GRAY WATER, EXCEPT DISHWASHERS. BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER. SIZING CHART DESIGNFRMLILA, ,,e 11urmFtrit,:)1.o flM,;:zls x Wfe Bsttee i,, Flow x R?itenect tion x StoFeaegrfl e .0 a tay ol Or, ot s um GALLON CAPACITY 'V"' Mginl, 100o 1250 1500 5 1750 50 2000 2500 67 2750 01 3000 'A 4000 7.1138 5000 610 TIP TV'' 7.3'G0 177 17..5.•0 1.22.:8•0 22.r 22-0 .0' -.1.A .:1r GREASE INTERCEPTOR - SINGLE VAULT WITH DOUBLE BAFFLE COT STD SHEET SS-14 NTS CALL 811 2 BUSINESS DAYS BEFORE YOU DIG CAPPED CROSS 90" BEND THRUST BLOCKING SIZE PIPE SIZE DIA A Of ') COE (ft ) ffI 1 (ftl 4" 4 2 1 1 6" 10 5 3 1 8" 18 10 5 2 10" 28 15 8 4 12" 40 22 11 6 14" 55 30 15 a 16" 71 39 20 10 18" 90 49 25 13 20" 111 60 31 15 22" 135 73 37 19 24" 160 87 44 22 28" 218 118 60 30 30" 251 136 69 35 36" 361 195 100 50 42" 491 266 135 68 48" 641 347 177 89 NOTES: 1 BEARING AREA OF CONCRETE THRUST -BLOCK BASED ON 250 PSI PRESSURE AND SAFE SOIL BEARING LOAD OF 1000 POUNDS PER SQUARE FOOT. 2. ADJUST BEARING AREA FOR OTHER PIPE SIZES, PRESSURES, AND SOIL CONDITIONS. 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE A MINIMUM AREA OF 1 /4 SQUARE FOOT BEARING AGAINST THE FITTING. 4. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATION PRESSURE UNDER ALL CONDMONS OF SERVICE. 5. HEIGHT OF THRUST BLOCK MUST BE EQUAL TO OR LESS THAN 1/2 THE DEPTH FROM THE GROUND SURFACE TO THE BLOCK'S BASE. 6. USE GALVANIZED OR ASPHALT -COATED SHEEL, THREADED RODS AND PIPE CLAMPS. 7. REFER TO CHAPTER 7 OF THESE STANDARDS. PAVEMENT PATCHING (SEE RS-03) NOTE: TEE W/ PLUG 45° BEND 11.1/4. BEND TOP OF TRENCH 1.3 X 'DEPTH' (MAX. WIDTH) TEE W/O PLUG 22-1/2. BEND .- .- 6 . 82 '33 8 2, t o '2 cO• 8 8 84 . 2 3 5 2 .; 4' ,, o, 0 13 24 O; a o , ff . q g ! R :7' , ' Fg k •2:.. 8, ! t 2 8 14 8 : 1 : '„A . 8 F; ' • `,; • O"-. , < : ' - <1.. LI 0 ,t ' ' '4' ,..', Fo • 3 :' ' , 'T'2 :O.', ,,,,, - - 8 5 RI 8 A 0 8 8 t a , 2 7 ;a2.: ' i....; ,,,-,„ 4K FA 1, '.k - 8 8 2 ? 8 1 8 , E F g ,:,, 8 ,,„;.: „7, ',.1 ,.:1 3 8 O 8 :7 ..`, 8 ',:, D5 •T- 8 ! 8 OF 3 8 ,-, BLOCKING (HORIZONTAL) - CONCRETE COT STD SHEET WS-12A NTS 1. ALL BACKFILL SHALL BE 5/8" CRUSHED ROCK COMPACTED TO 90% MODIFIED PROCTOR OPTIMUM DENSITY. 2. REFER TO RS-03 FOR PAVEMENT PATCHING. 3. PAVED AREAS: BACKFILL WITH CRUSHED ROCK. 4. UNPAVED AREAS: BACKFILL VVITH NATIVE MATERIAL OR CRUSHED ROCK. TRENCH - BEDDING AND BACKFILL COT STD SHEET WS-18 NTS 1312 953 ELBOW PIPE OR OTHER OBSTRUCTION API 05. ELBOVY MIN, 1 YARD CONCRETE MIN. I YARD CONCRETE CONCRETE TO TOP OF PIPE WIS X I BEAM (13.CAL) ELEVATION VIEW 123 MN. (TYPICAL) 3/13" %SELO SVE (TYPICAL) END VIEW < NUT .0 WASHER 1(23 MIN 3/32. SHACKLE ROD THROUGHOUT SE COAL TAR PLAN VIEW NOTE: 1. SHACKLE RODS SHALL BE ASPHALT -COATED STEEL OR CORTEN STEEL. BABE urVirt WWI 89:2,1',2:7•11M: =17:121„72==`„Ill REV. ALTERATION BATE BY LUMINA)RE SPECIFICATIONS CATALOG NO.: K204- P2GS-III-40(SSL) -7042 -120(MT).-KPL1 0 QUANTITY: OPTICAL SYSTEM: FLAT ARRAY, GLASS SHALLOW IES CLASS.: TYPE III WATTAGE: 40W (SOLID STATE LIGHTING) SERIES: 7042 LINE VOLTAGE, 120V (MULTI -TAP) PAINT: BLACK OPTIONS: KPL-10 LEVELING DEVICE 84358 CATALOG NO.: (MOD) KA40-T-1 QUANTITY: MATERIAL: PAINT: ALUMINUM BLACK POLE SPECIFICATIONS CATALOG NO.: KM90RE-1 6 QUANTITY: POLE HEIGHT, 16' 0" SHAFT DIA.: 5 9/16" 0 POLE WEIGHT T.B.A. BOLT CIRCLE: 11 1/2" 0 ANCHOR BOLTS: (4) 3/4" x 27"L (BY OTHERS) BOLT PROJECTION: 3" HIGH PAINT: BLACK OPTIONS: ANTI -LIFTING RING oa',1211' 1&01A„ /99'0 AROI T OR. REF 5/03 0 PROPOS BOLTS CUSTOMER APPROVAL 8( DAT : SoSuCpRETE Morturina Cosa., BuNinqlon, Onto. 1-800-168-7809 Northport Alabama I-800-05-656, .flerson, Ohio 600 1b6 7809 PRO.././STOMER: TUKWILA URBAN IMPROVEMENTS DRAWN BY: SHAUN C AT, I 1902156 SC3 WE: 6-4-15 REVISION: DRAWING PIT, CONCEPT DWG DRAWING NUMBE TUKWILA STANDARDS -a ...I PEDESTRIAN STREET LIGHT DETAIL COT STANDARDS-4 NTS BLOCKING - DEADMAN W/ 45° BENDS COT STD SHEET WS-11A NTS CONCRETE ,11,51,001, '1.3`1,1Z21,°',1Z Mr5. ELEVATION VIEW NOTES: 1. USE FOR TAPS ON CEMENT LINED DUCTILE PIPE. 2. PREMEST ASSEMBLY BEFORE DRILLING. 3 REFER TO CHAPTER 7 OF THESE STANDARDS. 4. REFER TO WS-13 & WS-14. WATER MAIN TAPPING TEE COT STD SHEET WS-10 REVIEWao CODE COMPLIANCE APPROVED SEP 10 Z319 City of Tukwila BUILDINg VISION NTS ,IVED TUKWILA AUG 0 ?, NIB PERMIT CEiOTER ARCHITECTURE URBANIPORAL r 206-257-0972 kr 44° a 5'3 4'7,,8,,s, I D civil C structural G. 31620 23rd Ave S Suite 307 Federal Way, WA 98003 12: 206 523 0024 Fr 206 523 1012 www dcgengr com STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD RECORD DRAWING XEL7OCNCIN = I% VrIgrrREZI(7-1rE CONTRACTOR AND OTHERS BY DATE '1A5VOTSCSOT'fitIMNBIrE S'O'B LAKE FOREST PARK, PlA 93155 (.1523,0020 GO% SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 BP CORR. 2 05022015 NOM CD 03.09.2018 SMOKE CONTROL SUBMITTAL 03.29.2018 DETAILS - REVISION NaSCALE AS SI-OOWN DRAWN BY KR,ES DESICNED BY ES CHECKED BY IG,ES JOB 17-004 CO9 EXIT LOAD KEY LEVEL 1 - EXITING DIAGRAM i EXIT PATH DISTANCE BETWEEN EXITS-1556 EXIT PATH DISTANCE BETWEEN EXITS=172 I— -- 172 180 PATH TO PUBLIC WAY 1 EXIT D (1120FLOAOCCUPANT LOAD IF 2 EXITS x2 xxx EXIT CAPACITY 0.3( PER OCCUPANT FOR STAIRS 0.2( PER OCCUPANT FOR ALL OTHER COMPONENTS NOTE: TYP STAIR WIDTH:54( THEREFORE 54/0.3=180 EXIT CAPACITY TYP DOOR WIDTH. 36" THEREFRORE 3910,2=180 EXIT CAPACITY No cha NOTE: SO 0. and may REVISIONS sh=_!1 be made to the scope 4hsc1 Olen approval of 'a Oa0S05 Division ftl r„ quint a new plan submittal as add;uonal plan review tees, XLE COPY Permit No. L7- 0300 Plan review approval Is subject t0 errors and Omission. Approval 0t Construction documents does not 00000tize the violation of any adopted code or ordinance. Receipt of approved FieldlCopy and conditions is achnetv(Gdg2d: By: I�nm on - Date: 91112I1:S ] City of Tukwila BUILDING, DIVISION LEVEL 4 OCCUPANT LOAD CALCULATIONS ASSEMBLY, RECONCENTRATED (LOBBY, OFFICE, PARCEL) 4829 NSF OLF =15 NSF OL=322 PARKING (S-2) RESIDENTIAL PARKING 21,870 GSF OLF =200 GSF 0L=110 KITCHENS, COMMERCIAL WARMING KITCHEN, CATERING) 1084 GSF OLF= 200 GSF OL=6 BUSINESS AREA, MECH (LEASING OFFICE, CONFERENCE ROOM, STAFF ROOM) 1104 GSF OLF =130 GSF OL=e ACCESSORY STORAGE (TRASH ROOM) 567 GSF OLF = 300 0L= 2 ACCESSORY STORAGE (MECHANICAL, TRANSFORMER ROOM, SWITCHING ROOM, GENERATOR ROOM) 1203 GSF OLF = 300 OL=4 PARKING (S-2) RESIDENTIAL PARKING 3,367 GSF OLF =200 GSF 0L=17 TOTAL OCCUPANT LOAD =470 CORRE TION LTR# REVIEWED FOR CODE COMPLIANCE APPROVED SEP 12 2018. fr� City of Tukwila BUILDING DIVISION CEIVE- 000000 TUKWIL A G.11316 2010 PERMIT CENTER REVISION NO.k_ DATE UR ALF ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 info@urbalarchitecture.com www,urbalarchitecture.com T 206-257-0972 9776 license REGIST0REDTECT1 ARCHI1 0 0 0 1 �t TA'I'E OF WASHINOTO 1 -6-_ 08.15.2018 consultant logo project name MARVELLE SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key peen /repsio 00%SO PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.20i7 FOUNDATION 0NLYPERIAIT i 1206.Z017 BP CORK. 1160%CD CHECK SET 1 Oi .10.2018 BID SET REVISIONS /eW 02.09.2018 BP CORR.2 03.02.2018 100%CD 03.09.2018 SMOKE CONTROL SUBMITT 03.293018 ISSUED FOR CONSTRUCTION SETA 00.15.2018 05T BP CORR 1 TO REV 4 A 08.15.2018 drawing title OCCUPANCY/EXITING DIAGRAMS drawing inlormatlon DATE 08.15.2018 SCALE 3/32" = 1'-0" DRAWN Author JOB # 17-004 copyug ht sheet number BAKER BLVD UR ALa , ARCHIT ECTURE URBANIRIJ '..SAL MATCHLINE — 1 /A1.01B 1/A O 4 LEVEL 1 OVERALL At 01 3/32" = 10? 36',3" 9'0" GUEST PARKING-4 STD. STALL+ ADA aAN DRIVE AISLE 69'-0" EMPLOYEE PARKING: 3 STD STALL 23'-0" 151,83i4' 3 STD. STALLS+2 ADA STALLS 195',10 (54 MEDIUM + 22 COMPACT+3 ADA) mniCvlxe DRIVE AISLE 14'-61/2" 8'- U 91'-91/0 �I-r-- RAMP DN 25'6"%� D. STALLS _ 321�11, YJ'II��PI 0 ( 28 0"''I 50652 N _FIREPLACE -�I . PER ID r II- Sai IC LJ-EMACHINE& ISINKPERIO 0 ENE®w1, 0 17',2 DM 12.41/2" / A1.01A A1.01 B Q DC REVIEV:ED FOR CODE CCMPLIANCE APPROVED SEP 12 2016 City of Tukwila BUILDING DIVISION REVISION NO. 4- RECEIVED CITY OF TUKWILA AUO i0ZS10 PERMIT CENTER 1938 Fairview Avenue East nanny Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 cense DATE 08.15.2018 consultant logo project name MARVELLE SOUTHCENTER, AN ACTIVE ADULT RESI DENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan SVbmittals/revisions 100%5D PROGRESS PR1NT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT hA 12.06.2017 BP CORR. 1160%CD CHECK BET BID SET REVISIONS BP CORR.2 100%CD 03.02.2018 0109.2018 SMOKE CONTROL SUBMITTAL 03.29.2018 ISSUED FOR CONSTRUCTION SET/\ 06.15.2018 POST BP CORR. I TO REV 4 /\ 08.15.2018 drawing title FLOOR PLAN - LEVEL 1 OVERALL drawing Informarion DATE 08.15,2018 SCALE As indicated DRAWN Author JOB # 17-004 2018 eet number 4.1 4.4 11 A7.01B MATCHLINE- - — - — LEVEL 1A LINE OF LEVEL 3 OVERHANG ABOVE SECONDARY PARKING P1 08 3298 SF 3a° STALLS-4 STD CO 0 BOLLARDS 25'KY DRIVE AISLE LINE OF LEVEL 3 OVERHANG ABOVE! AGER'S OFFICE 11- 20.95E WORKROOM 522 152SF 0 10" IFi SIST. MANAGER 119_. 170SF ___. 09^^II 7845E 9/A0.1d FOR `_ VATORYREO. 195-10" CONFERENCE ROOM 185 SF ADD EXTRA - LAYER OF GM 0 SALES OFFICE I 124 1 1775E 8' 0^ 9'-0" 8'-6• JOLO 51'-A, uo I ELECTRIC VEHICLE CHARGING INFRASTRUCTURE TO BE PROVIDED FOR 5% OF PARKING STALLS PER IBC SECTION 427= 8 STALLS t 1 ADA STALL =9 STALLS OD T.O. WALL 32'-0' RESIDENTIAL PARKING GARAGE MBA1 22384 SF 25'-0" DRIVE AISLE THRU SLAB FANS ABV. 14'6112 E3 D. STALL 710" 102 I 2601 SF -91/4 5'-21/2" 2.81/2" 9'-71/2°I- 1- I REFER TO CATERING -KITCHEN DRAWINGS FOR MORE INFORMATION II. 1;, , CATERING KITCHEN 95307 6-21/2" 15'-15/8" 11'-33/4" ENTRY VESTIBULE I 101 I 995F NE OF FLOOR AB `- FAUX COLUMN PER ID BISTRO! NE BAR 3 SF DRIVE AISLE Ir 6,2112" ICE MACHINE& -"'SINK PER ID HVAC 1048 32 SF GREAT ROOM I 104 1519 SF PLAN NOTES 1. SEE SHEET A901- A902 FORWALL TYPE DETAILS, 2. SEE SHEETS A6,01-A5.04 FOR DOOR AND WINDOW SCHEDULES. 3. SEE SHEETS A0.10-A0.11 FOR GENERAL ACCESSIBILITY REQUIREMENTS 4. SEE SHEET A0.06-A0.09 FOR OCCUPANCY AND EXITING DIAGRAMS. 5. REFER TO CIVIL AND LANDSCAPE PLANS FOR SITE INFORMATION. 6. OCCUPANT LOAD OF ASSEMBLY OCCUPANCIES OR SPACES SHALL BE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT FROM SPACE ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH APPROVED FIRE AND SMOKE DAMPERS SHAFT ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH APPROVED FIRE AND SMOKE DAMPERS DUCT PENETRATIONS IN FIRE PARTITIONS SHALL BE PROTECTED WITH APPROVED FIRE DAMPERS. 10. LISTED SMOKE DAMPER SHALL BE PROVIDED AT EACH POINT A DUCT OR AIR TRANSFER OPENING PENETRATES A CORRIDOR ENCLOSURE REQUIRED TO HAVE SMOKE AND DRAFT CONTROL DOORS, 11. ELEVATORS PER OUTLINE SPECIFICATION 12 REFER TO UNIT PLANS, SHEETS A201-A2.04 FOR DIMENSIONS AND LAYOUT OF UNITS. 13. UNIT AND ROOM NUMBERING IS PRELIMINARY; FINAL UNIT AND ROOM NUMBERING TO BE DETERMINED BY TUKWILA FIRE MARSHAL 14. INTERIOR DOORS SHALL BE4' MIN FROM ADJACENT WALLS UNLESS NOTED OTHERWISE. 15. RES. STORAGE ROOMS IN CORRIDORS TO HAVE SHEET METAL STORAGE PARTITION SYSTEMS. VERIFY SIZE AND QUANTITY w/ OWNER. 16. SEE SHEET A6.10 FOR METAL PANEL SCHEDULE !HATCH LEGEND: FRAMED WALL CONCRETE WALL 1HR SMOKE BARRIER (OCCUPANCY SEPARATION) 2 HR SEPARATION (SHAFT WALLS, FIRE WALL) 3 HR SEPARATION CMU WALL DROPPED SOFFIT (RESIDENTIAL/SLEEPING UNITS) DIAGRAMMATIC VENTING TRAFFIC COATING (FLOOR HATCH) SIGNAGE LEGEND: EXIT SIGN WI EMERGENCY LIGHTING EMERGENCY LIGHTING FIRE EXTINGUISHER CABINET 1 /A1.01B RBVIEIVED FOR CODE COMPLIANCE APPROVED SEP 12 2018 City of Tukwila BUILDING DIVISION REVISION NO, 4- RECEIVED CITY OF TUKWILA AUoi82818 PER3SHT CENTER URBAL ARCHITECTURE URBANIRUfSAL 1938 Fairview Avenue East su0E Too Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license 977REGISTTECTERED WNW CHAD AF�',N`i STATE OF SHINGTO DATE 08.15.2018 consultant logo project name MARVELLE SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan /// ubmittals/revisions 100% SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT Aj 12.06.2011 BP COMM 600 CD CHECK BET 1 01.10.2018 81D SET RE VISIONS 02.09.2016 BP CORR.2 1 03.02.2018 100%CD 03.09.2018 SMOKE CONTROL SUBMITTAL 03.29.2010 ISSUED FOR CONSTRUCTION SET 06.15.2018 POST BP CORR. 1 TO REV 4 5 08.15.2018 drawing tittle FLOOR PLAN - LEVEL 1A drawing information DATE 08.15.2018 SCALE As indicated DRAWN Author JOB N 17-004 copyright a�uG.aua, oru` sheep number 4.7 1 /A1.01A MATCHLINE— - — • — - 0 15' 1" O 0 LEVEL 1B Al 01 (.STAIR C _ 276 SF DRIVE AISLE S^? II (2) PENETRATIONS FOR CABLE DUCTS. LOCATION PER ELECTRICAL I PLAN NOTES: 1. SEE SHEET A001 - A9.02 FOR WALL TYPE DETAILS. 7 ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY DUCTS 11. AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH APPROVED 2. SEE SHEETS A001- A6.04 FOR DOOR AND WINDOW SCHEDULES. FIRE AND SMOKE DAMPERS la 3. SEE SHEETS A0.10- A0.11 FOR GENERAL ACCESSIBILITY 8. SHAFT ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY REQUIREMENTS. - DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH 13. APPROVED FIRE AND SMOKE DAMPERS 4. SEE SHEET A0.06.A009 FOR OCCUPANCY AND EXITING DIAGRAMS. 9, DUCT PENETRATIONS IN FIRE PARTITIONS SHALL BE PROTECTED WITH 5. REFER TO CIVIL AND LANDSCAPE PLANS FOR SITE INFORMATION. APPROVED FIRE DAMPERS. 6. OCCUPANT LOAD OF ASSEMBLY OCCUPANCIES OR SPACES SHALL BE 10. LISTED SMOKE DAMPER SHALL BE PROVIDED AT EACH POINT A DUCT POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT FROM SPACE. OR AIR TRANSFER OPENING PENETRATES CORRIDOR ENCLOSURE REQUIRED TO HAVE SMOKE AND DRAFT CONTROL DOORS. 23m 0 1'-113/41WIT HRM. L 11L1§J ;\ i61SF ELEVATORS PER OUTLINE SPECIFICATION RESIDENTIAL PARKING GARAGE Pt00A 1 22384 SF 25'-0" DRIVE AISLE 23',0" 14'612" 1 THRU SLAB -I FANS ABV. STO.STALLS- Y R --i LL 3 0" (RACKS FOR BIKES -7,"--"PROVIDED) 18 REFER TO UNIT PLANS, SHEETS A2.21-A2.04 FOR DIMENSIONS AND LAYOUT OF UNITS. UNIT AND ROOM NUMBERING IS PRELIMINARY, FINAL UNIT AND ROOM NUMBERING TO BE DETERMINED BY TUKWILA FIRE MARSHAL 14. INTERIOR DOORS SHALL BE 4" MIN FROM ADJACENT WALLS UNLESS NOTED OTHERWISE. 15, RES, STORAGE ROOMS tN CORRIDORS TO HAVE SHEET METAL STORAGE PARTITION SYSTEMS. VERIFY SIZE AND QUANTITY w/ OWNER. 16. SEE SHEET A6. 16 FOR METAL PANEL SCHEDULE 3',71/2" 13'-71/2" WALUHATCN LEGEND: 15°%1 FRAMED WALL CONCRETE WALL t HR SMOKE BARRIER (OCCUPANCY SEPARATION) 2 HR SEPARATION (SHAFT WALLS, FIRE WALL) 3 HR SEPARATION CMU WALL 23'.0" PLINPIN H ) 2',51/2"-iY. I 6' 250" DRIVE AISLE DROPPED SOFFIT(RESIDENTIAUSLEEPING UNITS) DIAGRAMMATIC VENTING TRAFFIC COATING (FLOOR HATCH) 17'-27/8" CLR, SPRINKLER CONT. RM. (112J 134SF FIRE CONT. R L__113 I 200 SF SIGNAGE LEGEND' EXIT SIGN WI EMERGENCY LIGHTING EMERGENCY LIGHTING 000l FIRE EXTINGUISHER CABINET 3 11 A3.02 4.6 1 /A1.01A REVIEI'd[D FOR CODE COMPLIANCE APPROVED SEP 1 2 2018 City of Tukwila BUILDING DIVISION REVISION NO. _ RECEIVED CITY OF TUKWILA 6,26 1 6 22018 PEOFO)T CENTER URBALO ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SURE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture,com T 206-257-0972 DATE 08.15.2018 consultant logo oleo, name MARVELLE SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 Rey Plan obmlttals/re0ls1on 00% SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLYPERMIT 12.06.2017 BP CO.1 I60%CD CNECK SET 1 01.10.2018 BID SET REVISIONS 02.09.2018 BP CORR. 2 2 03.02.2018 100%CD 03.00.2018 SMOKE CONTROL SUBMITTAL 03.29.2018 UED FOR CONSTRUCTION SET 3 06.15.2018 POST BP CORR. 1 TO REV 4 U 08.15.2018 drawing tltle FLOOR PLAN - LEVEL 1B drawing Information DATE 08.15.201E SCALE As indicated DRAWN Author JOB 8 17-004 sheet number 0— 0-- 1 / A1.02A MATCHLINE • — 1 /A1.02B 0 -- DOWNSPOUT HO— i 151" DRIVE AI EVEL 2 OVERALL CORRIDOR 16',11" 95',16" 23',0° 12 STD. STALLS — —88 STALLS TOTAL'I (59 MEDIUM +28 COMPACT+ 1 ADA) DRIVE AISLE 8'-0" 8'-9' 6'-3° 6'-2126-0 195',10" 91',91/2" 0 O 9'512° 6',2 THRU SA8 FAN WITH hfL GRATE COVERNG 2 OPEIVIO 25'-0" ORNEAISLE 6'-21/2° e0 0 IDD 0 12-012" / A1.02A / A1.02 NEVE), vi,D I' R CODE CCiriPLIANCE APPROVED SEP 12 2018 City of Tukwila BUILD/NG DIVISION REVISION NO. A - RECEIVED CITY OF TUK'WILA JUL 2 5 20(8 PERMIT CENTER URAL ARCHITECTURE! ORBANSIRURAL 1938 Fairview Avenue East sore too Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 9776 \ARCS ED A/G/STE CT CHADi n;R.. SrATE Of SNINGTOi' DATE 06.15.2018 coppPtant logo o,e, name MARVELLE SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 I.ey plan r iz ubmi/talsAevksions 100% SD PROGRESS PRINT 09.01.2017 BUILDING PERMIT SET 10.311011 nnn FOUNDATION ONLYPERMIT 1 12.06.2017 BP CORR 1 / 60%CD CHECK SET 1 01.102018 BID SET REVISIONS 02.09.2018 BP CORR2 2 03.02.2018 100%CD ------ 03.09.2018 SMOKE CONTROL SUBMITTAL 02.29.2018 ISSUED FORCONSTRUCTIONSET 3 0115.2010 drawing title FLOOR PLAN - LEVEL 2 OVERALL drawing 'information DATE 06.15.2018 SCAT-E As indicated DRAWN Author JOB 8 17-004 copyright m,m�a�uo"o ar 0�sheet n„rn 0-- - 0-- - 1 02B (9- MATCHLINE2A- 09.04 D 1 0-- LEVEL 2A 0 @ 36 II i , c.,..... -11-- -, 5-45-1 ,_' _ , 1 '---- . _ - ' '- ----ig -- 2 LAYERS OF GWB ON UNIT SIDE OF FRAMING OSF ! L_4 6,51/4" 2.00° 3 LAYERS OF GVVB ON THEATER SIDE OF FRAMING PER ACOUSTICAL REPORT 195,10" 23'-0° RESIDENTIAL PARKING [ P290 ] 28226 8F 14,6 112. 8,5 VT 17,0" 34,11" 101 ! 8 9,5 1/2. 6,2 1/2" 0 0 0 - -o A1.02 1/8" = 1,0. PLAN 5 TES: SEE SHEET A9.01 -A9.02 FOR WALL TYPE DETAILS. SEE SHEETS A6.01 - A6.0.4 FOR DOOR AND WINDOW SCHEDULES. SEE SHEETS A0.10 - A0.11 FOR GENERAL ACCESSIBILITY REQUIREMENTS. SEE SHEET A0.06A0.09 FOR OCCUPANCY AND EXITING DIAGRAMS. REFER TO CIVIL AND LANDSCAPE PLANS FOR SITE INFORMATION. OCCUPANT LOAD OF ASSEMBLY OCCUPANCIES OR SPACES SHALL BE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT FROM SPACE. ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WIN APPROVED FIRE AND SMOKE DAMPERS 11. 12. 8. SHAFT ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH 13. APPROVED FIRE AND SMOKE DAMPERS 9. DUCT PENETRATIONS IN FIRE PARTITIONS SHALL BE PROTECTED WITH 14. APPROVED FIRE DAMPERS. 10. LISTED SMOKE DAMPER SHALL BE PROVIDED AT EACH POINT A DUCT 15. OR AIR TRANSFER OPENING PENETRATES A CORRIDOR ENCLOSURE REQUIRED TO HAVE SMOKE AND DRAFT CONTROL DOORS. 16. ELEVATORS RER OUTLINE SPECIFICATION REFER TO UNIT PLANS, SHEETS A2.01-A2.04 FOR DIMENSIONS AND LAYOUT OF UNITS. UNIT AND ROOM NUMBERING IS PRELIMINARY; FINAL UNIT AND ROOM NUMBERING TO BE DETERMINED BY TUKWLA FIRE MARSHAL INTERIOR DOORS SHALL BE 4" MIN FROM ADJACENT WALLS UNLESS NOTED OTHERWISE. RES. STORAGE ROOMS IN CORRIDORS TO HAVE SHEET METAL STORAGE PARTITION SYSTEMS. VERIFY SIZE AND QUANTITY wi OWNER. SEE SHEET A6.10 FOR METAL PANEL SCHEDULE WALUHATCH LEGEND: FRAMED WALL CONCRETE WALL 1 HR SMOKE BARRIER (OCCUPANCY SEPARATION) 2 HR SEPARATION (SHAFT WALLS, FIRE WALL) 3 HR SEPARATION CMU VVALL OROPPEO SOFFIT (RESIDENTIAUSLEEFING UNITS) DIAGRAMMATIC VENTING TRAFFIC COATING (FLOOR HATCH) SIG GE LEGEND: 820 EXIT SIGN W/ EMERGENCY LIGHTING EMERGENCY LIGHTING FIRE EXTINGUISHER CABINET 1 / A1.028 R!..1,7/I?,"7.00D FOR CODE CC ,:.PLIAi5ICE APPROVED SEP 12 2018 City of Tukwila BUILDING DIVISION REVISION NO,A RECEIVED CITY OF TUKWILA JUL 2 5 2013 PERMIT CENTER URBAL3 ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUM WO Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com r 206-257-0972 hcense 677' RAVIVEY CTON ASATT0,1 STAT DATE 06.15.2018 cons-1,Itant ,ogo MARVELLE SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 90I00 key plan submIttalOov,s ons 100% SO PROGRESS PRINT 09.071117 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT 12 06 2017 BP CORR 1 / 60%CD CHECK SET 01.10.2018 BID SET REVISIONS .. BP CORR 2 & oirazola 100%CD 03.09.2018 SMOKE CONTROL SUBMITTAL 03.29.2018 ISSUED FOR CONSTRUCTION SETA 06.15 2018 d awIng bt c FLOOR PLAN - LEVEL 2A drasvIng ,format,on DATE 06.15.201e SCALE As indicated DRAWN Author JOB # 17-004 000001011 sheet number 0-- 1 / A1.02A MAINLINE—. • — • — O L EVEL 2B DRIVE AISLE 23-0" 0 23,0" 06' 23'-0" RESIDENTIAL PARKING wl 23226 SF DRIVE AISLE 15',91/2" TRAFFC COATING ABOVE ROOMS #1158116 23'-0" ;MECH SHAFTS —4- 14'b 1/1° TRAFFIC COATING ABOVE 1 ROOM it 17 1 t 13',71/2° �.'. STAIR E. S203B 205 F 34'-11" TNRUS6J/ FA634 4 1112 'CO RN 16'-03/d" DRIVE AISLE 195,10" 2'8 4.6 - 1 / A1.02A 2 PLAN NOTES: 1. SEE SHEET A901- A902 FOR WALL TYPE DETAILS. SEE SHEETS A601 -A6.04 FOR DOOR AND WINDOW SCHEDULES. 3. SEE SHEETS A0.10 -A0.11 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 4. SEE SHEET A0.00-M.09 FOR OCCUPANCY AND EXITING DIAGRAMS. 5. REFER TO CIVIL AND LANDSCAPE PLANS FOR SITE INFORMATION. 6. OCCUPANT LOAD OF ASSEMBLY OCCUPANCIES OR SPACES SHALL BE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT FROM SPACE ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH APPROVED FIRE AND SMOKE DAMPERS SHAFT ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH 13. APPROVED FIRE AND SMOKE DAMPERS 9. DUCT PENETRATIONS IN FIRE PARTITIONS SHALL BE PROTECTED WITH 14 APPROVED FIRE DAMPERS. 10. USTED SMOKE DAMPER SHALL BE PROVIDED AT EACH POINT A DUCT 15. OR AIR TRANSFER OPENING PENETRATES A CORRIDOR ENCLOSURE REQUIRED TO HAVE SMOKE AND DRAFT CONTROL DOORS, 16. ELEVATORS PER OUTLINE SPECIFICATION REFER TO UNIT PLANS, SHEETS A2.01-A2 Q4 FOR DIMENSIONS AND LAYOUT OF UNITS. UNIT AND ROOM NUMBERING IS PRELIMINARY; FINAL UNIT AND ROOM NUMBERING TO BE DETERMINED BY TUKWILA FIRE MARSHAL INTERIOR DOORS SHALL BE 4" MIN FROM ADJACENT WALLS UNLESS NOTED OTHERWISE. RES. STORAGE ROOMS IN CORRIDORS TO HAVE SHEET METAL STORAGE PARTITION SYSTEMS. VERIFY SIZE AND QUANTITYw/ OWNER SEE SHEET A6.10 FOR METAL PANEL SCHEDULE WALLIHATCH LEGEND: FRAMED WALL CONCRETE WALL 1 HR SMOKE BARRIER (OCCUPANCY SEPARATION) 2 HR SEPARATION (SHAFT WALLS, FIRE WALL) 3HR SEPARATION CMU WALL DROPPED SOFFIT (RESIDENTIAUSLEEPING UNITS) DIAGRAMMATIC VENTING TRAFFIC COATING (FLOOR HATCH) SIGNAGE LEGEND: EXIT SIGN W/ EMERGENCY LIGHTING 1 EMERGENCY LIGHTING FIRE EXTINGUISHER CABINET tt''J11°.= °dcD FOR CODE CC2;I LIANCE APPROVED SEP 12 2018 City of Tukwila BUILDING DIVISION REVISION NO... 30ECEIVED COPY OF TUKWILA JUL 252010 PERMIT CENTER URBAL ARCHITECTURE URBANIEURAL 1938 Fairview Avenue East sorzc loo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com r 206-257-0972 keKse B776 �RARCHITECTEGISTERW TOEHRWWW NCO, DATE 06.15.2018 consul ant logo wo)ect name MARVELLE SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 I<ey plan 11. su bmittais/revisions 100%SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.i017 FOUNDATION ONLY PERMIT i 12.06.Z017 BP CORK0 I60%CD CHECK SETQj 01.10.2018 BID SET REVISIONS �02.09.2018 BP CORR.2 J03.022018 100%CO 03.09.2018 SMOKE CONTROL SUBMITTAL 03.29.2018 ISSUED FORCONSTRUCTIONSET 3 06.152018 a, av✓iitry tIrle FLOOR PLAN - LEVEL 2B hawing inrormetion DATE 06.15.2018 SCALE As indicated DRAWN Author JOB R 17-004 copy19ht sheet�numoe: L 0- 0- 0 4.1 1 / A1.03A 4.7 MATCHLINE 1 /A1.03B 0- 0-- 0— EASEMENT BELOW 195'-10" 10'-9' 10'' 0 14'-612° 0 912-p'}"i..i BREAKOUT AO --i�_14'612"i,' TOSE it marem Eames •i es L 15'-0" 15'-0' 16'-11" 2HR FIRE WAL arx nxsn IMOLA 4 764 OF EASEMENT BELOW litASSABEIVA 4,0° UNITC OH SE 10'812' 12',03/4" 4. 12'-33/4° 10'8121 , 1 12',7121 13',712" 9,12' 23'{• 1 6',212" 2',012'- 195',10" -1 I 0 LEVEL 3 OVERALL 00 0 0 EASEMENT BELOW / A1.03A 1 /A1.038 R=sir---r.,oD FOR COCE CC51LSANCE AP> ROVED SEP122010 City of Tukwila BUILDING DIVISION REVISION NO. 4- RECEIV CITY OF TUKWILA JUL 252018 PERMIT CENTER UR3ALI`' ARCHITECTURE UISBANIRURAL 1938 Fairview Avenue East score roo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license I �yf 76'RE CHITS !ENTER ,577/76 ARCHITECT rn~ HAR , sTc or nsHinmo: DATE 08.15.2018 consultant logo protect name MARVELLE SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 Ivey plan 07 submittals/revEsians 100% SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.312017 FOUNDATION ONLY PERMIT Fnj 12.061017 BPCORR 1160% CD CHECK SETA] 01.10.2018 8805ETREVISIONS 02091010 BP CORR.2 A 03.02.2010 100% CD 03.09.2010 SMOKE CONTROL SUBMITTAL 03.29.2010 ISSUEDFOR CONSTRUCTION SEi 3 00.1112010 dew, title FLOOR PLAN - LEVEL 3 OVERALL araw!ng I formene„ DATE 08.15.2018 SCALE As indicated DRAWN Author JOB # 17-004 copyright sheer number A11113 0- C 4.1 0 195'-10" 6'-212" 14'-012" 9'-712" 3',10" 5',6" 4'A 3'-1112 6',212" EASEM BELOENTW - / A1.038 MATCHLINE•-•-•-- UNIT CB 1203 6F STAIRA 8 L .. -L T.O. WALL UNIT C.7 I 302 I 1127 SF UNIT (SIN11 304 I 590 S `SCREEN -1/A8.31- SIM __.S A8.31- 3'-9 5B"'3'-2 3/4 3'A 5B UNIT 8.2 L745_J 7645F UNIT B.2 309 UNITA2 1311 1 577 SF UMTC.4 I 372 I 1326 SF UNIT8.2 764305 ELEC. CLOSET 9'-512", tO 9b" 12-3'i1"Y 10 9 -'TRANSFER - WALL PER SPA CONSULTANT T.O. WALL 51-6" A3.05 1 FITNESS I 345 1 972 SF INE OF CANOPY ABV YOGA 344 I 553 SF - +m " REFER O MORE PLANS M MORE INFORMATION_ ' 24"AFF CONCRETE _PLANTERS PER 7 LANDSCAPE, TYP,/ - CHEF'S KITCHEN I 343 I 492 SF EVEL 3A 36'3" 23-0" 23-0" 23'-0' 2 HR FIRE WALL TVI FLEX AREA I 341 I 598 SF EASEMENT BELOW UMT B.2 764 SF UNIT81 _3.4SF 764 SF UNIT e 319 764 O 14'512' Eh 6-2 12" 0 8" = 1'O" PLAN NOTES: 1. SEE SHEET A9.01- A902 FOR WALL TYPE DETAILS, 2. SEE SHEETS A6,01-A6.04 FOR DOOR AND WINDOW SCHEDULES, 3 SEE SHEETS A0.10- A0,11 FOR GENERAL ACCESSIBILITY REQUIREMENTS, 4. SEE SHEET A006A0.09 FOR OCCUPANCY AND EXITING DIAGRAMS. 5. REFER TO CIVIL AND LANDSCAPE PLANS FOR SITE INFORMATION. 6. OCCUPANT LOAD OF ASSEMBLY OCCUPANCIES OR SPACES SHALL BE POSTED INA CONSPICUOUS PLACE. NEAR THE MAIN EXIT FROM SPACE ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY DUCTS 11. AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH APPROVED FIRE AND SMOKE DAMPERS 12. SHAFT ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH 13, APPROVED FIRE AND SMOKE DAMPERS 9. DUCT PENETRATIONS IN FIRE PARTITIONS SHALL BE PROTECTED WITH 14. APPROVED FIRE DAMPERS, 10. LISTED SMOKE DAMPER SHALL BE PROVIDED AT EACH POINT A DUCT 15 OR AIR TRANSFER OPENING PENETRATES A CORRIDOR ENCLOSURE REQUIRED TO HAVE SMOKE AND DRAFT CONTROL DOORS. 16, ELEVATORS PER OUTLINE SPECIFICATION REFER TO UNIT PLANS, SHEETS A2.01-A2.04 FOR DIMENSIONS AND LAYOUT OF UNITS. UNIT AND ROOM NUMBERING IS PRELIMINARY; FINAL UNIT AND ROOM NUMBERING TO BE DETERMINED BY TUKWILA FIRE MARSHAL INTERIOR DOORS SHALL 8E 4' MIN FROM ADJACENT WALLS UNLESS NOTED OTHERWISE, RES. STORAGE ROOMS IN CORRIDORS TO HAVE SHEET METAL STORAGE PARTITION SYSTEMS. VERIFY SIZE AND QUANTITY w/OWNER, SEE SHEET A6.10 FOR METAL PANEL SCHEDULE WALUHATCH LEGEND: FRAMED WALL CONCRETE WALL 1 HR SMOKE BARRIER(OCCUPANCY SEPARATION) 2 HR SEPARATION (SHAFT WALLS, FIRE WALL) 3 HR SEPARATION CMU WALL DROPPED SOFFIT (RESIDENTIAL/SLEEPING UNITS) DIAGRAMMATIC VENTING TRAFFIC COATING (FLOOR HATCH) SIGNAGE LEGEND: BEI EXIT SIGN W/ EMERGENCY LIGHTING EMERGENCY LIGHTING FIRE EXTINGUISHER CABINET 4.3 4.6 1 /A1.038 CODE CC, i7 LIAIACE APPROV 0 SEP 12 2018 City of Tulcwila BUILDING DIVISION REVISION NO, RECEIVED CITY OF TUKWILA JUL 252818 PERMIT CENTER ARCHITECTURE U RBA PE I RURAL 1938 Fairview Avenue East SURE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 Lcense 9ZIARCHITECT'RE 06ITE ED l CHAD -Z) s-PATE 04' S!{IN T7 DATE 06.15.2018 consultant logo project name MARVELLE SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 eV plan Y`l! subm,ttels/rev:s:ons 100'h SD PROGRESS PRINT 09.07.2017 BUILDING PERMITSET 10.311017 FWNOATION ONLY PERMIT 12.061011 BP CORR. 1180%CD CHECK SETA] 01.101018 BID SET REVISIONS A 02.09.2018 BP CORR. 22 03.02_2018 100%CD 0809.2018 SMOKE CONTROL SUBMITTAL 03.29.2018 ISSUED FOR CONSTRUCTIONSETA 98.151018 RI awing t, FLOOR PLAN - LEVEL 3A drawn,r.formatIon DATE 06.15.2018 SCALE As indicated DRAWN Author J082 17-004 copy, Ight a"mrnxdo�o, un'IMt. Lc sheet number A1.03A 4.7 1 /A1.03A MATCHLINE— • — - — • — T.O. WAL L ,1 LEVEL 3B lJ 10 UNIT C2 I 332 I 1207 SF UNIT CB 334 1207 SF 596" 4',812' 14',012' 12'-612' A wow 15'-0' UNIT B.2 Loo8J 764 SF ERS PE 16' 11" 2/A8,31 SCREEN UNIT 62 L37 761 SF 101-0' 4'-10 3',1112 - 6'-912' 14'-612' 2 HR FIRE WALL MASSAGERM 6'-912' 2',11' 4'-412' 291 1009' 1018121 12'-3314' YOGA 344 I 553 SF MEI CHEFS KITCHEN 1 343 1 492 SF 1VI FLEX AREA 1 341 1 598 SF 1 6' 21210 ire UP STAIRS 300E 7933/4' 5'-512" 5'3" ! 21S 12' 410" 3'-1012' 2'-2192' 12',33/4' 19540' 23'-0" T-612' 12'-712' 34'-ii' UNIT B.2 317 1 764 SF UNRC6 13z1 1185 SF UNIT C.3 I 322 I 12755F 2'-0 12' 21'-4 I I 4 `PN EASEMENT BELOW a.a - 4.6 1 /A1.03A - 5.3 A1.03 i/6"-1'-0• PLAN NOTES: 1. SEE SHEET A9.01-A902 FOR WALL TYPE DETAILS. 7. ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY DUCTS 11, AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH APPROVED 2. SEE SHEETS A6.01- A604 FOR DOOR AND WINDOW SCHEDULES. FIRE AND SMOKE DAMPERS 12, 3. SEE SHEETS A0.10-A0.11 FOR GENERAL ACCESSIBILITY 8. SHAFT ENCLOSURES THAT ARE PERMITTED TO BE PENETRATED BY REQUIREMENTS. DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH 13. APPROVED FIRE AND SMOKE DAMPERS 4. SEE SHEET AO.064009 FOR OCCUPANCY AND EXITING DIAGRAMS. 9. DUCT PENETRATIONS IN FIRE PARTITIONS SHALL 8E PROTECTED WITH 14. 5. REFER TO CIVIL AND LANDSCAPE PLANS FOR SITE INFORMATION. APPROVED FIRE DAMPERS. 6. OCCUPANT LOAD OF ASSEMBLY OCCUPANCIES OR SPACES SHALL BE 10. LISTED SMOKE DAMPER SHALL BE PROVIDED AT EACH POINT A DUCT 15. POSTED IN A CONSPICUOUS PLACE. NEAR THE MAIN EXIT FROM SPACE. OR AIR TRANSFER OPENING PENETRATES A CORRIDOR ENCLOSURE REQUIRED TO HAVE SMOKE AND DRAFT CONTROL DOORS. /6. ELEVATORS PER OUTLINE SPECIFICATION REFER TO UNIT FLANS, SHEETS A2,01-A2.04 FOR DIMENSIONS AND LAYOUT OF UNITS. UNIT AND ROOM NUMBERING IS PRELIMINARY; FINAL UNIT AND ROOM NUMBERING TO BE DETERMINED BY TUKWILA FIRE MARSHAL INTERIOR DOORS SHALL BE 4' MIN FROM ADJACENT WALLS UNLESS NOTED OTHERSMSE, RES. STORAGE ROOMS IN CORRIDORS TO HAVE SHEET METAL STORAGE PARTITION SYSTEMS. VERIFY SIZE AND QUANTITY wl OWNER. SEE SHEET A610 FOR METAL PANEL SCHEDULE WALUHATCH LEGEND: FRAMED WALL CONCRETE WALL 1 HR SMOKE BARRIER (OCCUPANCY SEPARATION) 2 HR SEPARATION (SHAFT WALLS, FIRE WALL) 3 HR SEPARATION MU WALL DROPPED SOFFIT (RESIDENTIAUSLEEPING UNITS) DIAGRAMMATIC VENTING TRAFFIC COATING (FLOOR HATCH) SIGNAGE LEGEND: EXIT SIGN VW EMERGENCY LIGHTING EMERGENCY LIGHTING ® FIRE EXTINGUISHER CABINET rFZ_vi-v FC'rz CODE CCIFFLIANCE APB :D ;�B a SEP 12 2013 City of Tukwil BUILDING DIVISION REVISION NO.4- CITY OF 7UKWIIA JUL 25 ma PERMIT CENTER URB L1 ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE,00 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 t�9776 \RARCHITECTEGISTERED SPAT o ASHINGTOi DATE 06.15.2018 consultant logo protect name MARVELLE SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 ey plan submatals/revmons 100%SO PROGRES8 PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT 1 12.06,2017 BP CORR1160%CO CHECK SET/\ 01.102018 810 SET REVISIONS 02.09.2018 BP CORR2 2 03.02.M18 100%CD 03.09.2018 SMOKE CONTROL SUBMITTAL 03.29.2018 ISSUED FOR CONSTRUCTION SET 3 06.15.2118 draw 1nq title FLOOR PLAN - LEVEL 3B drarving :nlprmat:on DATE 06.15.2018 SCALE As indicated DRAWN Author_____-_,__,__„-„_„_ JOB # 17-004 copyrgh1 �,n�oo�o«u,voi aeet number A1®03B LEVELI 100A-1 100A-2 00A LOCATION RESIDENTIALPARKINGGARA RESIDENTIAL PARKING GARA ESIDENTIAL PARKING GARAGE MAIL ROOM INT/EXT PE j LEAF SIZE 350" x7'-0" CONSTRUCTION F 30'x7',0" (2) AG 353x7.3 (2) AG 3'-0" x 7'-0' 3-0" x 750 A6.04d200e SCHEDULEjNON RES)_ • FRAME FINISH ; COLOR I PANEL COLOR INT M 3'-0'26'-8' .HCW WD P ® AG AL FAF EUMIMEEZZEIMMEM PPIVORPINF011 A 1158 I 115D 115E P1000 1 P1000-2 P1000. 00A•2 51006 LEV SWITCH RM TRANSFg2P CATERING KITCHEN CATERING KITCHEN STAFF ROOM SECONDARY PARKING SECONDARY PARKING SECONDARY PARKING STAIRA STAIRS GLAZING CL ICL EXT N 4'-O" x 8'-0" (2) INT IA I3-0"x7KO'(2) INT A 1350'x T-0" HM HM P HM P HM HM INT C 3'-0"xT-0" AG EXT C 3' 0"x7'-0" AG 3.3 x]'-0" HM 1850" x 856" GS PER ID PER ID ER ID PER ID PER 10 ER ID PER 10 PERID ER ID PT5 (MATCH RID PERID P PT5 IPT FAF PER ID PER 10 FAF PER ID :PER ID_ �PT5(MATCH) PT5(MATCH) ®jib PERID FIRE RATING U-VALUE AREA 20MIN. 046; SEE WINDOW S40 ISEEWINDOW S40 20MIN 20 20 20 MIN. MIN. MIN. 90 MIN 90 MIN. 20 MIN 90 MIN 46, SEE WINDOW S9 SEE WINDOW 59 046; SEE WINDOW 510 046; SEE WINDOW 539 0.40. SEE WINDOW S19 046; SEE WINDOW 538 SEEWINDOW SI NOTES L9,C1,Pt,P2 P3, P4 P5,A2 L2 L9, C1,P1, P2,P3, P4,P262 L6 • L6, C , P2, P3, P4 P1 P4, P5,A2 P1, P2, P3, P4, P5 L1, Pt L6, C1, P1, P3, P4, P5 Al L11, C1, Pt, P4, P5, A1, A2 L11, C1, Pt, P4, P5, A1, A2 , P4, P5, A2 , C1,P L1, P1 L5, Ct, Pt, P4, P5 L6, C1, Pt, P4, P5 L C P P P PaP L5, L6,C1, Pf, P2, P3, P4, P5 A2 L5, C , P ,P2, P3, P4,P A1, A2 L5, 1.0, SI, Pt, P4, P5, A2 , C2, P3, P4, P5,A2 6,C1 6, CI 6 C1 6, L9 9, CI 6 SEE WINDOW538 L6, L9, C1, P1, P2, P3, P4, P5, L9: L9, C1, IL9, C1, Pt. P2, P3, P4, P5, At P2, P3, P4, P5, A2 Pt, P3, P4, P5, A2, P1 P3 P4 P5 A2, C1, P1, P2, P3, P4, P5, A2 P1, P2, P3, P4, P5, A2 iL9, C1, P1, P2, P3, P4, P5, A1,F COMMENTS TOTAL 20 SF OPEN LOUVER 200A CORRIDOR INT A 3'-0"x750" (2) HM HM PER ID PERID 60 MN L3, C1 C3 P1, P3, P4, P5, AI, A2 210A THEATER INT A 3'-0"x ]'-0° NM WD PER ID PER ID 20MIN. L6, L9, C1, P1, P2, P3, P4, P5, A1, A2 210E 'THEATER I INT G 5'-0"xT-0"(2) WG WD PER ID PER ID OIRTT SYSTEM PERID. 212 MECM IN !PER ID PER ID i L1, Pt 213 RESIDENT STORAGE INT A 3'-0'x T-0' HM HM 11PER ID PER 10 '', 20 MIN. L6, C1, P1, P3, P4, P5, A1, A2 214 READING ROOM/ LOUNGE INT G 3-0" x7-0'(2) LAG AL AF IPER ID PER ID CL L11 214A READING ROOM) LOUNGE INT M 3'-0°x 6'-6" INC W WD I PER ID PER ID L1, Pt 214E HVAC INT M 3'-3x658"(2) 1HC4V WD PER ID PER ID ' L L1,P1 L11, P1, P4, P5 215A VESTIBULE INT C 3'-0"x T-0" AG AL AF PT5(MATCH) PT5(MATCH) ICL 215AS RESIDENTIAL PARKING EXT C 350" x7'53 AG AL FAF PT5 (MATCH) PT5 (MATCH) ICL ! 21 L6, C1, P1, P2. P3, P4, P5, A2 -� 216 217 TRASH RM EXT A 350'x 7''0" HM HM HM HM � ' ' PT5 PT5 PT5 L 21 LS, C1, P1, P2, P3. PS,A2 _ POOL EQUIP. RM EXT A 3'.0"x 7'-0" PT5 21 L5, C1, PI, P2, P3, P4, P5, A2 218 HK CLOSET INT A 3'0 40.0 HM HM P PERID 1 PER ID ';PERID 20 MIN. L5.C1, P1 P3, P4, P5, A1, A2 219 WG INT A P !PERID 20 MIN. i L4, C1, P1, P3, P6, Al E202 ELEV. LOBBY EXT C 3'0"x]'-0" 'IAG 353 x7'50" HM AL HM FAF P PT5(MATCH) PT5 PT5 (MATCH) ICL L9, C1, P1, P2, P3, P4, P5, A2 L9,Ci P1, P2, P3, P4, P5, A1, A2 5200A-1 STAIR EXT 8 PT5 1CW 90 MIN. 21 S200A-2 STAIR INT B 3-0"x750" HM HM P PER ID i PER ID CW 90MIN. j L9,C1, P1, P3, P4, P5, A1, A2 S2000 STAIRS INT B 3'-0"x]'4Y' HM HM P PT5 PT5 CW 90MIN. L9, CI, Pt, P3, P4, P5, A1, A2 5200C STAIR EXT B 3'-0"x ]'-0° HM HM P PT5 PT5 CW 90 MIN. L9, C1, P1, P2, P3, P4, P5, A1,2 LEVEL 3 300B CORRIDOR INT A 3'-0"x150"(2) HM HM PER ID PER ID 90MIN. L9, C3, P1, P3, P5, A1, A2 309A LANDSCAPED COURTYARD EXT C 3'-0"x7'-0" AG AL AF PT5(MATCH) PT5 (MATCH) L 21 L9, CI, PI, P2, P3, P4, P5, A2 30913 I LANDSCAPED COURTYARD EXT C 3',0" x7'-0° AG AL AF PT5 (MATCH) PT5 (MATCH) 21 L9, C1, P1, P2, P3, P4, P5, A2 340 !MASSAGE RM INT C 3-0" x]'.0" AG HM PER ID PER ID CL 20 MIN. L6, C1, P1, P3, P4, P5, A1, A2 3408 i600 INT A 3'-0" x]-0" HM HM PER ID PER ID L5, C1, P1, P4, P5, A2 (N(FLEX AREA INT C 13',0" x]'-0" AG HM PER ID PER ID CL 20 MIN. L6, C1, P1, P3, P4, P5, A1, A2 L41B ;CORRIDOR INT 1A f3'-0"x 7.0. HM HM PER ID PER 10 20 MIN. L4, C1, P7, P3, P5, At 343A (CHEFS KITCHEN INT ,C 1353 x T-0" AG HM PER ID PER ID CL 20 MIN. L6, C1, P1, P3, P4, P5, A1, A2 343B (LANDSCAPED COURTYARD EXT iK 1T-0'x T-10" AG MTL AF PT5(MATCH) PT5 (MATCH 96 LATCH +HARDWARE PER MFR 343C (HVAC INT ;M 2'-6'x6'-10" HCW WO PER ID PER ID L1, Pt 343D tANOSCAPEO COURTYARD EXi C 3'50"xT-0" AG Al AF PT5(MATCH) PT5 (MATCH) 046. SEE WIN00W536 21 L6, C1, P1, P2, P3, P4, P5 344A YOGA NT C 3-0"x750" AG HM PER ID PER ID CL 20 MIN. i L6 C1, P1, P3, P4, P5, A1, A2 344E YOGA INT G ,5`-0"x]'-0"(2) WG MTL AF PER ID PER ID DIRl7 SYSTEM PER ID 344C YOGA EXT K 112'-0"x]'-10" AG MTL_ AF PT5 (MATCH) PT5 (MATCH} 96 +HARDWARE PER MFR 544D HVAC INT M 12'6"x610' MCW WD PER ID PER ID Li, P1 345A BREAKOUT SPACE INT G 3',0"xT-0' AG HM PER ID PER ID CL 20MIN L6, C1, P1, P3, P4, P5, A1, A2 FITNESS INT 'C AG AG IAL HM PER ID PER ID CL 20MIN L6, C1, P1, P3, P4, P5, A1, A2 345C FITNESS EXT C 3'-0" x7-0' _ AF PT5 (MATCH) PER ID PIS (MATCH) PER ID 046; SEE WINOOW 533 2I L6,C1, Pt, P2, P3, P4, P5 346 HVAC INT M 2'-6"x 6'-10" HCW Lt, P1, P3 P4, A2 347 WOMENS INT A 13'-0" x T-0° _IHM SC W WD PER ID PER ID L11, C1, P1, P4, P5, A2 348 MENS INT A 13'{1"x]'-0" SC W WD PER ID PER IDC7, P1, P4, P5. A2 349 SHWR RAINT A �9'-0"x7'-fY` HM HM PERID PERID 20 MIN. Lt, O1, P1, P3, P4, P5, Al 350 NK CLOSET NT A 13-0"x'-0" 7 HM HM PERID PERID 20 MIN. L5, C1, Pt, P3, P4, P5, AI, A2 351 ELEC. CLOSET INT A 3-0"x7'-0" HM HM PER ID PER ID 20MIN. lS, C1, P1, P3, P4, 5, A1, A2 352 TRASH RM INi 'A 3'-0'x T-0` HM HM PER ID PER ID 45MIN. L11 C1, P1, P3, P4, P5, A1, A2 353A IDF I ELEC INT A 1350"xT-0" HM HM PER ID PER ID 20MIN. L5, C1, P1, P3 P4, PS, A1, A2 353B IDF/ ELEC lANDSCr" L • • .•� INT A 13'-0" x7'-0° ® •F HM _Em-_-_P HM _ PER ID,,e I PER ID i FG 2 20MIN. L5, C1, P1, P3, P4, P5, A1, A2 360E LANDSCAPED COURTYARD - E%T F 13'-0"x 3'-6° AG AL PT5 (MATCH) FG L4, C2 360C LANDSCAPED COURTYARD EXL rF i3'-0"x 3'6" AG AL PT5 (MATCH) FG L4, C2 360D LANDSCAPED COURTYARD EXi F 3'-0"x3'6" AG AL PT5 (MATCH) FG L4, C2 361 HOT TUB AREA EXi L PT5 (MATCH) CL ) L6, L9,02, P4 5300A STAIRA INT B 3'-0'x7'-0" HM HM PER ID PER ID CW 90MIN. : L9, CI, P1, P3, P4, P5, At, A2 5300A-1 STAIRA INT T 9'-0"xl`-0" MTL MTL PT4(MATCH) PT4 (MATCH) L6, L9, C1, P4, P5 5300E STAIRS INT B 3'-0"xT-0" HM HM PER ID PER ID CtN 90MIN. L9, CI, PI, P3, P4, P5, AI, A2 5300&i STAIRS INT T 3'-0'x T-0" MTL MTL PT4(MATCH) PTA 50206H) L6, L9, C1, P4, P5 5300C STAIRC INT B 3'-0"x ]'-0" HM HM PERI0 PER ID CW 90 MIN. L9, C1, P1, P3, P4, P5, A1, A2 5300C-1 STAIRC INi T (3'0"x ]'0" MTL MTL PT4(MATCH) PT4(MATCH) L6, L9, CI, P4, P5 LEVEL4 400E CORRIDOR INT A 130' xNT (2) HM HM P PER ID PER ID 90 MIN. L9, C3, PI, P3, P5, A1, A2 450 RES. STORAGE NT A 13',0. x750" HM HM P PER ID PER ID 20 MIN L6, C1, P1, P3, P4, P5, A1, A2 451 ELEC. CLOSET INT A I3-0" xTC' HM HM P PER ID PER ID 20 MIN L5, C1, PI, P3, P4, P5, A1, A2 452 TRASH INT HM HM P PER ID PER ID 45MIN. L11, C1, PI, P3, P4, P5, A1, A2 453A IDF TINT A 3'0"xT-0` HM HM P PER ID PER ID 20 MIN. L5, C1, Pi, P3, P4, P5, A1, A2 453B I2 TINT A 3'-0"xT-2 HM NM P PER ID PER ID 20 MIN L5, C1, PI, P3, P4, P5, A1, A2 I 5400A STAIR INT B 3'-0"xT-0° HM HM P PER ID PER ID CW 90 MIN. L9, C1, PI, P3, P4, P5, A1, A2 1 S400E) STAIRS INT B 3'-0" x7'-0" HM HM P PER ID IPER ID CW 90 MIN. L L9, C1, PI, P3, P4, P5, A1, A2 S400C STAIR INT B 3.0 x7'-0" HM HM P PER ID I PER ID CW 90 MIN. I L L L9, Ci, Pt, P3, P4, P5, A1, A2 L 1 LEVEL5 �. HM 1PER ID PERID PERID � - - T P, P3, P4, A5, A2 IHM _..._ IHM P P PER ID PER PER ID 550 RES. STORAGE INT A ----- P41 t 3-0"x]'-0" NM 20 MIN. 20 MIN. L6, CI,PI, P3, P4, P5, Ai, A2 ------------- 551 ELEC CLOSET HM P L5, C1, PI, P3. P4, P5, A1, A2 552 TRASH INT A 3.3 x T-0" HM HM P PER ID PER ID 45 MIN. L11, CI, P1, P3, P4, P5, A1, A2 553A IDF I ELEC INT A 3.3 x T.0 HM HM P PER ID PER ID 20 MIN. L5, CI, P1, P3, P4, P5, A1, A2 553E IDF (ELEC INT A 3.0"x 7-0" HM HM P PER ID PER ID 120 MIN. L5, C1, P1, P3, P4, P5, A1, A2 SSOOA STAIR INT 8 3.0"x7'-0" HM HM P PER ID PER ID CW 190 MIN. L9, Ci, P1, P3, P4, P5, At, A2 I S5008 STAIR B INT 8 3'0'x7'0" HM IHM iP PER 10 PER CW I90 MIN. L9, C1, PI, P3, P4, P5, A1, A2 S500C STAIR INT 8 3'0"x]'0" HM 'IHM LIP PER ID PER ID CW i90 MIN. L9, C1, P1, P3, P4, P5, At, A2 LEVEL 6 600E CORRIDOR NT A 353 27,0" (2) HM HM P PER ID PER ID B0 N. L9, C3, P1, P3, P5, A1, A2 650 RES. STORAGE NT A 350 x]'-0" H JHM fP PER ID PER ID 20MIN. L6, S1, P1, P3, P4, P5, A1, A2 651 ELEC. CLOSET NT A 3'-0" x]',0" HM 1HM 'P PER ID PER ID 20MIN. L5, C1, Pf, P3, P4, P5, AI, A2 652 TRASH NT A 3'-0"x7'.0. HM IHM IP PER ID PER ID 45MIN.. L11, Ci, PI, P3, P4, P5, A1, A2 653A IDF NT A 3'-0"x1'0" HM 'HM P 'PERID PER ID 20MIN. L5 C1 P1 P3 P4 P5 Al A2 6538 IDF NT A 3'0"x7'-0" HM 60 IP PER ID PER ID 20 MIN. L5, Ci, P1, P3, P4, P5, AI,A2 5600A STAIR NT B 3'-0"xT-0" HM HM P PER ID PER ID CW 90 MIN. L9,C1, P1, P3, P4, P5, Ai, A2 860018 STAIR NT 8 3'-0'x T-0" HM HM P PER ID PER ID CW 90MIN. L L9, C1, P1, P3, P4, P5, A1, A2 I S600C STAIR NT 8 3'-0°xT-0" HM HM P PER ID PER ID CW 90MIN. 1 1 L9, C1,P1, P3, P4, P5, At A2 LEVELI 700E CORRIDOR INT A 13'401xT-0'(2) HM HM PER ID PER ID 90 MIN. 20 MIN. L9, C3, Pt, P3, P5, At, A2 750 RES. STORAGE Ni A 3'-0"x T-0° HM HM HM PER ID PER ID L6, C1, Pt, P3, P4, P5, At, A2 L5,C1, PI, P3, P4, P5, At, A2 751 ELEC. CLOSET Ni A 3'-0'x ]'-0° HM 'PER ID PE RID 20MIN. ]52 TRASH RM Ni A 3'0"xT-0' IHM HM HM PER ID PER ID PER ID PER ID 45MIN. Lii, C1, P1, P3, P4, P5, AI, A2 153A IDF NT A 3-0"x TO° IHM 20MIN. L5, C1 P1 P3 P4 P5, A1, A2 ]53B IDF NT A 3•0"x7,0" IHM PER ID PER ID 20MIN. 1 L5, C1, P1 P3 P4 P5, A1,A2 5700A STAIRA N NT B 3 0"x] 0" HM HM PER ID PER ID 90 MIN. L9, C1 P1 P3 P4, P5, A7, A2 5]008 STAI88 �HM HM PER ID PER ID 90 MIN. L9, Ci Pt P3 P4, P5, AI, A2 8700C STAIR NT 8 3-0"x7-0" HM HM PER ID PER ID 90 MIN. L9, C1 Pi P3 P4, P5, At, A2 ROOF ELEV. CONTROL ELEV. ONTROLR OILER R L5, C1, P1, P2, P3, P4, P5, A2 9, C1, P1, P2, P3, P4, P5, A1, , C1, P1, P2, P3, P4, P5, At, A2 C1, PI, P2,P3, P4_P5_A1 A2 ABBREVIATIONS: AG ALUMINUM 6, GLASS AL ALUMINUM ALC ALUMINUM CLAD AN ANODIZED ASTB ALUMINUM STOREFRONT THERMAL BREAK CL CLEAR CW CLEAR WIRED GLASS OG DOUBLE GLAZED E LOW-E GLAZING F FRENCH DOORS FG FROSTED GLASS FAF FACTORY APPLIED FINISH FL FLUSH GS GARAGE SECTIONAL DOOR (STEEL &GLASS) HCW HOLLOW CORE W000 HM HOLLOW METAL INS INSULATED IR IMPACT RATED LVR LOUVER MP METAL, PAINTED MTL METAL P PAINTED PREF PREFINISHED SCW SOLID CORE WOOD SG SAFETY GLAZING SL SAFETY LAMINATED SLD SLIDING DOOR ST STAINED STL STEEL TEMPERED TRANS TRANSLUCENT GLAZING V VINYL IND WOOD WO WOOD &GLASS WP W000, PAINTED 62501 WOVEN WIRE MESH 000R NAROWARE NOTES: L1 DEADBOLT L2 AUTOMATIC FLUSH BOLTS L3 MANUAL FLUSH BOLTS L4 PRIVACY LOCK L5 SELF-LOCKING L6 ELECTRIC LOCK L9 PANIC HARDWARE L10 PASSAGE HARDWARE 1.11 PUSH PIATEIPULLS, NO LATCH L12 AUTO CLOSURE, TIED TO SMOKE ALARM C1 CLOSER C2 SPRING HINGE C3 MAGNETIC DOOR HOLDER ACTIVATED BY SMOKE ALARM C4 MOTION SENSOR AUTOMATIC DOOR OPENER; DOORS SHALL BE MANUALLY OPERABLE DURING POWER FAILURE CO ACCESSIBLEPOWER OPERATOR P1 THRESHOLD P2 FULL WEATHER STRIP P3 DOOR SWEEP P4 KICK PLATE P5 DOOR STOP Al SMOKE GASKET A2 SILENCER A5 INTERCOM AS VIEWPORT(PROVIDE TWO AT TYPE A UNITS) A7 DOOR CHIME AB FULL PERIMETER SOUND SEAL M1 BYPASS HARDWARE M2 BARN DOOR HARDWARE EQ FINISH FLO 3 PANEL SLIDER 114"=1'-0" TRANSLUCENT GLASS FULL-LITE t/4,153 FINISH FLOOR 91 00: 111.1 WIRE GLASS VISION PANEL PERFORATED PANEL, TYP SOLID METAL PANEL, TYP PARKING GARAGE DOOR - SECTIONAL FLUSH FINISH FLOOR FINISH FLOOR FINISH FLOOR 1l4"=1'-0" ,,€0„ 9,5 00015225 li il0Il' P0l60..) li T1MN"ui2i0i01 odi,(5'n:0i6 Tie PERFORATED PANEL, TYP SOLID METAL PANEL, TYP OVERHEAD COILING FROSTED GLASS PANEL FINISH FLOOR FINISH FL00 SECONDARY PARKING GARAGE DOOR - SECTIONAL 114"=1'-0' BYPASS SLIDER 14"=1'-0" FINISH FLOOR A6.03- DOOR SCHEDULE(RES) CONSTR - FRAME PANEL DOOR LOCATION TYPE LEAF SIZE UCO20 FRAME GLAZING FINISH COLOR COLOR FIRE RATING U-VALUE NOTES SWING R1 UNIT ENTRY H 350"xT-0" SC W HM P I PER ID PER 10 20 MIN, L6, CI, P1, P3, P4, P5, Ai A2 R2 BATHROOM A 3'-0" x 6'-B" HCW WD P PER ID PER ID L4 P5 R3 EXT. DECK 6 3'-0" 26'-8" OIL VNL I CL FAF WHITE PER ID - PER ID 0.28 LI, PI, P2, 153. P5, A2 R4 RS BEDROOM A 350" x6',8" HCW IWD P L4,P5 BEDRM. CLOSET A 350"26-0" HCW WO P PERID PER 10 L10 L10 L10 R6 WASHER DRYER M 2'-13 6658. HCW WD IPER ID FER ID PER ID R7 UTILITY ROOM M 13',0" x6'A° HCW WD PER ID R8 CLOSET A 12 (2) HCW WD P ER ID PERID L10 R9 CLOSET A I2'-10°x6'-8" HCW WD P PER ID PER ID L10 R10 212520IPANTRY A ;2'-0°x6'8" HCW WO P PER ID PERID L10 Rit .PANTRY A 1'-8"x6'.V HCW WD P PERIDPER ID L10 R12 i PANTRY A IBA"x6 0 HCW WD P PER ID PER ID I L10 R13 'WASHER DRYER M 12'-0" x6510°(2) HCW WD P PER ID PER ID )1.10 R14 SHOWER 5 i 259" 5650° SG CL R15 EXT. DECK C 13.3 260 VNL VNL CL FAF WHITE 1028 1L1, PI, P2, i P3, P5, A2 3-BYPASS B1 CLOSET IJ 5'0"x6' 8" HCW WD P PER ID PER ID Mt 82 CLOSET J T-2"x6' 8° HCW WD P PER ID PER ID Mt 83 CLOSET J T-8"x 658" HCW WD P PER ID PER ID Mt 84 CLOSET J 6'5'x6' 8" HCW WD P PER ID PER ID Mi VJD Ir�P PER ID PER ID Mt 6-BARN DOOR BD i SLEEPING G 4'-0"x6'-8' WG MTL 1FG FAF PER ID PER ID M2 7-3 PANEL SLIDER PS1 SLEEPING K 9-0" x6.8" AG AL FG FAF PER ID PER ID HARDWARE PER MFR WELDED WIRE MESH METAL LOUVER, SIZED PER MECHANICAL, PAINT TO MATCH DOOR FINISH FLOOR BARN DOOR GLASS PANEL FINISH FLOOR FINISH FLOOR STAIR GATE 1/4"=1' 0 FULL-LITE SHOWER 114,1'-0" FINISH FLOOR 'CR CODE CC7"3PLIANCE AP05'i0G0 D SEP 12 2010 City of Tukwila BUILCIPIG DIVISION METAL LOUVER, SIZED PER MECHANICAL, PAINT TO MATCH DOOR FINISH FLOOR REVISION NO,A_ GLASS PANEL RECEIVED X OF TUKWILA 18 2018 41T CENTER WISH FLOOR ALO ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SPITE too Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license �,, 9776REGISTERED ARCHITECT STATE CH DOF SIIINGTO iEN Z1` A DATE 08.15.2018 onsultant logo project name MARVELLE SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submittals/revisions 10U% SD PROGRESS PRINT 09.07.2017 8UIL01NG PERMIT SET i0.31.2017 FOUNDATION ONLY PERMIT F1 12.06.201] BP CORR. 1160%CD CHECK SET 1 01.10.2018 BID SET REVISIONS [[�� 02.09.2018 �tlt�_._____1_ ___._....__ BP CORR._. 2 .2018 „ _,,, ...... 100%CD_.._...__...__._..- 03.09.2018 SMOKE CONTRGL SUBMITTAL 03.29.2018 ISSUE OFORCONSTRUCTION SET 06.15.2018 POST BP CORK 1 TO REV 4 5 08.15.2018 drawing title DOOR SCHEDULE & TYPES drawing information DATE 08.15.2018 SCALE 1/4" =1"-0" DRAWN Author 1208 8 17-004 copyright sasheet number PLAN - COLUMN AT E9 WALL E9 6" STEEL STUDS 4" STEEL STUDS COLUMN PER _ ..�. STRUCTURALOMPER STRUCTURAL 1 LAYER TYPE X GWB �y �'{ 1LAYER TYPE X GWB GWB CORNER BEAD, - GWB CORNER BEAD, TYP. TYP. PLAN - COLUMN AT E5 WALL WALL TYPE PER PLAN COLUMN PER STRUCTURAL 7I8" HAT CHANNELS 1 LAYER TYPE X GWB OWB CORNER BEAD, TYP. PLAN - COLUMN AT EXTERIOR WALL CONDITIONED UNCONDITIONED ASSEMBLY WITH INSULATION CONTINUE INSULATION AND FURRING WALL FROM C5 WALL TYPE CONTINUOUS ACOUSTIC SEALENT CMU BLOCK WALL, FILLED WITH GROUT 8 CMU WALL @ WALL TRANSITION - CONDITIONED AS1 1 172" =1' Cr. UNCONDITIONED wvw UNCONDITIONED CT ASSEMBLY CONTINUOUS ACOUSTIC SEALENT WHERE WALL IS ENCLOSING A ROOM CMU BLOCK WALL FILLED WITH GROUT 7113- METAL HAT CHANNELS 1 LAYER 5/0" TYPE X GWB CONCRETE COLUMN PER STRUCTURAL GWB CORNER BEAD, TYP. NOTE: SEE INTERIORS DWGS FOR ADDITIONAL COLUMN DETAILS. PLAN - TYP. FURRED CONC. COLUMN CONCRETE WALL 0R COLUMN PER PLAN INTERIOR WALL TYPE PER PLANS CONTINUOUS FLEXIBLE SEALANT, FIRE RATED TO MATCH RATING OF WALL ASSEMBLY DRYWALL JOINT TAPE GW0 FURRING WHERE INDICATED ON PLANS CMU WALL @ WALL TRANSITION - UNCONDITIONEDo 6 PLAN: TYP. GWB-CONC. ATTACHMENT A8.01 =,s REVISION NO.A. ROVIEVLD FOR CODE CO:/TUANCE APPROVED SEP122013 City of Tukwila BUILDING DIVISION RECEIVED CITY GO TUK W ILA AUG i62018 PERMIT CENTER URBALru✓ ARCHITECTURE ORBANIRURAL 193E Fairview Avenue East smsloo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com r 206-257-0972 license '77 11 IREGISTBREDI ARCHI'1't:CT CITETEDOP ABHt4EN'I� AINGi', DATE 08.15.201E consultant logo project name MARVELLE SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 ey plan submitta:s/revisions 100% SD PROGRESS PRINT 09.07.2017 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY P8088 t 12.06.2017 BP CORR. 1 I60%CD CHECK SET 1 01.10.2018 BID SET REVISIONS 02.0.201E BP CORK 2 /2\ 03.02.2018 1001/ CD 03.09.2018 SMOKE CONTROL SUBMITTAL 03.29.2018 ISSUED FOR CONSTRUCTION BET 3 06.15.201E POST BP CORR. 8 TO REV 4 08.15.2018 orawing tole CONCRETE/ FOUNDATION DETAILS drawing Information DATE 08.15.2018 SCALE As indicated DRAWN Author J08 # 17-004 co0yright uaa'sheet number WALL ASSEMBLIES ASSEMBLY TYPE DETAIL DESCRIPTION FIRE RATING SOUND RATING INTERIOR WALLS - WOOD FRAMED A 1 F1 TYP. INTERIOR PARTITION • 5/8" TYPE X GWB • 2X4 WOOD STUDS PER STRUCTURAL • 5I8"TYPE XGWB 1 HR GAWP 3510 2HR GA WP 4135 NOT RATED NOT RATED Aq HG 2 HR INTERIOR PARTITION • 2LAYERS5/8"TYPEXGWB • 2X4 WOOD STUDS PER STRUCTURAL • 2 LAYERS 518"TYPE XGWB j _ A3 INTERIOR PARTITION W/ PLUMBING • 5/8" TYPE X GWB • 2X6 WOOD STUDS PER STRUCTURAL PLUMBING WHERE OCCURS PER PLUMBING PLANS PIPE W/ BATT INSULATION •• FIL5/8"L TYPE CAVITX G(AROUNDWB • 2ND LAYER 5/8" TYPE X GWB WHERE FACING UNIT LIVING ROOMS AND BEDROOMS HR GA WP 3510 NOT RATED . M1 xY X /\/\/\\ ' >• .. .. --.i A4 2 HR INTERIOR PARTITION Wf��/ PLUMBING • 2 LAYERS 5/8" TYPE X GWB • 2X6 WOOD STUDS PER STRUCTURAL • PLUMBING WHERE OCCURS PER PLUMBING PLANS • FILL CAVITY AROUND PIPE W/ BATT INSULATION • 2 LAYERS 5/8" TYPE X GWB 2 HR GAWP 4135 NOT RATED -- _ vh py\i \ \ / \ / \ / /V` y, AC J TYP. CORRIDOR WALL A6 2 HR CORRIDOR WALL UNIT SIDE • 5/8"TYPE XGWB • 1/2" RESILIENT CHANNEL @ 16" 0.C. • 2X6 WOOD STUDS PER STRUCTURAL 5112" R-21 BATToeINSULATION ) • SHEATHING PER STRUCTURAL (REPLACE W/ 2ND LAYER 518" TYPE X GWB NON -SHEAR WALLS •5l8"TYPEXGWB 1 HR GA WP 3242 STC 50-54 GA WP 3242 I_ - ��� - �1 ��(( � X �' ,4• 1Yl \ /\ GL CORRIDOR SIDE { UNIT SIDE • 2 LAYERS 5/8" TYPE X GWB • 1/2" RESILIENT CHANNEL @ 16" 0.C. • 2X6 WOOD STUDS PER STRUCTURAL • 5 t"HINSULATION SHEATHING PER STRUCTURAL • 2 LAYERS 5/8" TYPE X GWB 2 HR UL U301 STC 55-59 GA WP 3825 / �- ��• CORRIDOR SIDE A7 TYP. PARTY WALL •--. — ... • 5/8" TYPE X GWB • 2X4 WOOD STUDS PER STRUCTURAL • 31/2' R-13 BATT INSULATION • 1"AIR SPACE • MINERAL WOOL FIREBLOCK @ 10' MAX, 0.C. • 2X4 WOOD STUDS PER STRUCTURAL • 31/2" R-13 BATT INSULATION • SHEATHING PER STRUCTURAL (REPLACE W/ 2ND LAYER 5/8" TYPE X GWB @ NON -SHEAR WALLS) • 5/8°TYPE XGWB 1 HR GA WP 3370 STC 45-49 GA WP 3370 ..., ! -- -- - ----- _ --- -- --- ------- Ap O 2HR PARTY WALL --r�-1 • 2 LAYERS 5/8" TYPE X GWB • 2X4 WOOD STUDS PER STRUCTURAL • 31/2" R-13 BATT INSULATION • 1"AIR SPACE • MINERAL WOOL FIREBLOCK @ 10' MAX. 0,C. • 2X4 WOOD STUDS PER STRUCTURAL • 31/2" R-13 BATT INSULATION • SHEATHING PER STRUCTURAL • 2 LAYERS 5/8" TYPE X GWB 2HR GA WP 3820 STC 55-59 GA WP 3820 c ..".. XX - - - / " - — — - •; : __ A9 2 HR SHAFT WALL -- • 2 LAYERS 5/8" TYPE X GWB • 2X6 WOOD STUDS PER STRUCTURAL • 2LAYERS5/8TTIPE XLGWON •2 LAYERS 5l8"TYPEXGWB 2HR GA WP 4135 NOT RATED \/X y igki.i Al O 2HR FIRE WALL • 5/8" TYPE X GWB • 2X4 WOOD STUDS PER STRUCTURAL • 3 1/2" R-13 BATT INSULATION • 3/4"AIR SPACE • MINERAL WOOL FIREBLOCK @ 10' MAX. 0.C. • 2" STEEL H STUDS @ 24' O.C. • 2 LAYERS 1" GYPSUM SHAFT -LINER PANELS • 3/4"AIR SPACE • MINERAL WOOL FIREBLOCK @ 10' MAX. O.C. • 2X4 WOOD STUDS PER STRUCTURAL • 31/2" R-13 BATT INSULATION • 5/8"TYPE XGWB 2HR GA ASW 0997 STC 60-64 GA ASW 0997 .. .,. / .. ...... ...... .. -..--i G _ -. - ---- ,- : All 2HR FIRE WALL @ LEVELFIRAV 3 • 2X4 WOOD STUDS PER STRUCTURAL • 31/2" R-13 BATT INSULATION • 3/4"AIR SPACE • MINERAL WOOL FIREBLOCK @ 10' MAX. 0.C. • 2"STEEL H STUDS @24"O,C. • 2 LAYERS 1' GYPSUM SHAFT -LINER PANELS • MINERAL WOOL FIREBLOCK @ 10' MAX. 0.C. • 2X4 WOOD STUDS PER STRUCTURAL • 31/2" R-13 BATT INSULATION • 2 LAYERS 5/8' TYPE X GWB 2HR GA ASW 0997 STC 60-64 GA ASW 0997 e i'1 `/ I Al2 FURRING WALL W/ PLUMBINGri ....._ ......... .... -' • 5/8"TYPE XGWB • 2ND LAYER 5/8' TYPE X GWB WHERE FACING UNIT LIVING ROOMS AND BEDROOMS • 2X6 WOOD STUDS PER STRUCTURAL • PLUMBING WHERE OCCURS PER PLUMBING PLANS • FILL CAVITY AROUND PIPEW/R-21 BATT INSULATION NOT RATED NOT RATED ... .. Tel Ft/ -.. e a�� Al 3 2 HR SHAFT WALL • 2 LAYERS 5/8" TYPE X GWB • 2X4 STAGGERED WOOD STUDS PER STRUCTURAL • LBATT INSULATION • 2 XGWB 2 LAYERS 5I8"TYPE 2HR GA WP 3910 STC 50-54 GAWP 3910 -:� ��CAAAA WALL ASSEMBLIES ASSEMBLY TYPE DETAIL DESCRIPTION FIRE RATING SOUND RATING INTERIOR WALLS - METAL FRAMED B1 • 5/8"TYPE XGWB • 35/8"STEEL STUDS @24"O.C. NOT RATED NOT RATED INTERIOR PARTITION (NON LOAD • 5/8" TYPE X GWB BEARING) B2 • 5/8"TYPE XGWB • 6" STEEL STUDS@24"O.C. NOT RATED NOT RATED INTERIOR PARTITION W/ PLUMBING (NON LOAD `j - - IF /. • PLUMBING WHERE OCCURS PER PLUMBING PLANS • FILL CAVITY AROUND PIPE W/R-21 BATT INSULATION • 5/8" TYPE X GWB • 2ND LAYER 5/8" TYPE X GWB WHERE FACING UNIT LIVING BEARING) ---' ROOMS AND BEDROOMS B3 UNIT SIDE • 5/5"TYPE XGWB HR STC 50-54 CORRIDOR WALL (NON LOAD BEARING) o- '- -'- • 1/2" RESILIENT CHANNEL @ 16" O.C. • 6 STEEL STUDS@24"O.C. • 51/2" R-21 BATT INSULATION • 518"TYPE XGWB UL V489 GA WP 1047 CORRIDOR SIDE BA • 2LAYERS 5/8" TYPE XGWB, STAGGERED SEAMS 1HR STC 50-54 �9 PARTYWALL X ����XX��� Y`�Y 'YXYYYiCY; /) • 21/2' STEEL STUDS @24" 0.C. 1/2" -10 BATT INSULATION UL V469 GA WP 5017 (AGA BEARING) • 1" • 21/2" STEEL STUDS @ 24" O,C, • 21/2" R-10 BATT INSULATION • 5/8"TYPE XGWB BC • 2 LAYERS 5/8" TYPE X GWB 2HR STC 55-59 J 2 HR SHAFT WALL (NON LOAD BEARING) y y yyll /�• / \\f�/\/ \JXVJ�/\IIL',/ /\/ • 6" STEEL STUDS @ 24" 0.C. 51/2" R-21 BATT INSULATION • 2 LAYERS S/8"TYPE XGWB GA WP 1522 GA WP 1522 B6 2HR NOT RATED 2 HR SHAFT CLOSURE WALL\/\/ (NON LOAD '� � x�\\�(Y - .. y - -� • 6° STEEL C-H STUDS @ 24" 0.C. • BATT INSULATION • 1" GYPSUM SHAFT -LINER PANELS GA WP 7054 BEARING) B7 • 5/8" TYPE X GWB NOT RATED NOT RATED FURRING WALL WI PLUMBING - 2ND LAYER 5l8"TYPE XGWB WHERE FACING UNIT LIVING ROOMS AND BEDROOMS • •6" STEELS STUDS@24"O.C. • PLUMBING WHERE OCCURS PER PLUMBING PLANS • FILL CAVITY AROUND PIPE WiR-21 BATT INSULATION B8 • 5/8" TYPE X GWB • 1 5/8" STEEL STUDS @ 24" O.C. NOT RATED NOT RATED VTAC ENCLOSURE LOAD • R8 BATT INSULATION • 5/8"TYPE XGWB (NON BEARING) .:1;1?1/1/Y�MNY�`.!�`!1jYYLIYIM'YYYyX B9 • 5/8" TYPE X GWB • 7/8" HAT CHANNEL @ 24" 0,C. NOT RATED NOT RATED GWB FURRING y k B1O • 2 LAYERS OF 5/8" TYPE X GWB 2HR STC 50.54 2HR INTERIOR PARTITIONnX �CX� • 3 5/8" STEEL STUDS @ 24" 0,C. /... • BATT INSULATION • 2 LAYERS OF 518" TYPE X GWB WP 1548 WP 1548 (NON LOAD BEARING) REVISION NO,A. L,R CODE CCYSs'LIANCE APs-i, Cd) SEP122018 City of Tukwila BUILDING DIVISION RECEIVED CH Y OF TUKWILA AUG (626!8 PERMIT CENTER URBALO ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE roo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license �97a6 IftEGI0! 66! Jn.. 661410EC'I- C�1i D 2EN RIEOFl nsFiro. DATE 08.15.2018 consultant logo Project name MARVELLE SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 key plan submittals/revisions 100% S0 PROGRESS PRINT 09.07.20+7 BUILDING PERMIT SET 10.31.2017 FOUNDATION ONLY PERMIT + 12.06.2011 BP CORR. ii60°h 01 CD CHECK SEi 1 10.2018 -...20_ BID SET REVISIONS 02.09.2016 BPCORR. 2 2 03.02.2016 100q CD 03.09,2018 SMOKE CONTROL SUBMITTAL 03.29.2018 ISSUED FOR CONSTRUCTION SET/ 06.15,2018 POST BP CORR. 1 TO REV .A 08.15.201E drawing title WALL TYPES drawing information. DATE 08.15.2018 SCALE 11/2" -1'-0" DRAWN PJ JOB # 1] 004 copytught sheet number WALL ASSEMBLIES ASSEMBLY TYPE DETAIL DESCRIPTION FIRE RATING SOUND RATING CONCRETE WALLS C1 TYP. CONCRETE WALL EXTERIOR ABOVE GRADE BELOW GRADE EXTERIOR ABOVE GRADE: • ELASTOMERIC COATING PER BE EXTERIOR BELOW GRADE: • DRAINAGE MAT • WATERPROOFING MEMBRANE PER BE • CONCRETE WALL PER STRUCTURAL, 6.2" MIN. THICKNESS 3 HR IBC TABLE 721.1(2), ITEM 4-1.1 NOT RATED 1Ln 1 1 (l--i _ INTERIOR C2 CONCRETE WALL Wl GWB FURRING • 5/8" TYPE X GWB • 7/8" HAT CHANNEL @ 24" 0.C. CONCRETE WALL - SEE ASSMEBLY Ct NOTE: PROVIDE HAT CHANNEL & GWB ON BOTH SIDES OF CONCRETE WALL WHERE INDICATED PER PLAN. 3 HR IBC TABLE 721.1(2), ITEM 4-1.1 NOT RATED ., , 15 C3 CONCRETE WALL WI INSULATION UNCONDITIONED • CONCRETE ASSEMBLY Ct RIGID INSULATION @ R-4.2 1 • 2 1/2" STEEL STUDS @ 24" 0.C. • R-10 MINERAL FIBER BATT INSULATION • 5/8" TYPE GWB 3 HR IBC TABLE 721.1(2), ITEM 4-1.1 NOT RATED 0 iiile CONDITIONED �t C4 CMU WALL • 8" CMU, RUNNING BOND, FILL CELLS WITH GROUT 3 HR IBC TABLE 721.1(2), ITEM 3-1.4 NOT RATED C5 CMU WALL WI INSULATION UNCONDITIONED • 8" CMU, RUNNING BOND, FILL CELLS WITH GROUT • 1" RIGID INSULATION @ R-4.2 • 21/2" STEEL STUDS @ 24" 0.C. • R-10 MINERAL FIBER BATT INSULATION • 5/8"TYPE XGWB 3 HR IBC TABLE 721.1(2), ITEM3-1.4 NOT RATED - . W7 CONDITIONED C6 EXTERIOR CONCRETE WALL W/ BRICK VENEER EXTERIOR • BRICK VENEER PER ELEVATIONS • BRICK TIES PER STRUCTURAL • 1 1/2" AIR SPACE • WATERPROOFING PER BE • CONCRETE WALL- SEE ASSEMBLY C1 3HR IBC TABLE 721.1(2), ITEM 4-1.1 NOT RATED - -� — - INTERIOR- UNCONDITIONNEIDD C7• INTERIOR STACKEDWALL CMU WALL & MTL FRAMED WALL WALL BELOW: • 5COURSES OF 8" CMU, RUNNING BOND, FILL CELLS WITH GROUT B10 WALL ABOVE • • 2 LAYERS OF 5/8"TYPE X GWB • BATT NSULATONSTUDS @24"OC. • 2 LAYERS OF 5/8" TYPE X GWB 2 HR WP 1548 STC 50.54 WP 1548 j WALL BELOW '/�/� y1. 1,A lAAAA_tnA WALL ASSEMBLIES ASSEMBLY TYPE DETAIL DESCRIPTION FIRE RATING SOUND RATING EXTERIOR WALLS El TYP. EXTERIOR WALLFFEODOD EXTERIOR • CLADDING PER ELEVATIONS • 1X P.T. WOOD FURRING • • WRB 518" TYPE X EXTERIOR GYPSUM SHEATHING •\yyi • 2 X 6 WOOD STUDS PER STRUCTURAL • R-21 BATT INSULATION • 5/8"TYPE XGWB 1 HR GA WP 8105 NOT RATED g / V, V �� x- Il-'1Sl A Y ... '\S( INTERIOR E2 2 HR EXTERIOR WALL -WOOD FRAMED EXTERIOR • CLADDING PER ELEVATIONS • 1X P.T. WOOD FURRING • WRB • 2X TYPE EXTERIORGYPSUMSTRUCU SHEATHING •X 2 X 6 WOOD STUDS PER STRUCTURAL • R-21 BATT INSULATION • 2 LAYERS 5/8" TYPE X GWB 2 HR GAWP8415 (2 HR RATED FROM INTERIOR ONLY PER IBC 795.5) NOT RATED Dt -yy \J,7!/\� \*�\ YA 'S - - ,/�x /\JVi INTERIOR E3 METAL FRAMED EXTERIOR WALL WI FC CLADDING EXTERIOR • FIBER CEMENT CLADDING PER ELEVATIONS • 7/8" GALVANIZED STEEL HAT CHANNEL • 2" R-8.4 SEMI -RIGID MINERAL FIBER INSULATION • WRB •5l8" TYPE X EXTERIOR GYPSUM SHEATHING • 6.19 NATSTUDS@IONO.C. R-19 BATT INSULATION • 5/8"TYPE XGWB 1 HR GA WP 8105 NOT RATED - {}T}I�}' I. - --- X � )\ — Y `, 1\ /` JJJ��� X -_, - INTERIOR E4 EXTERIOR F FRAMED ALL WI METAL CLADDING EXTERIOR • FLAT METAL PANEL CLADDING PER ELEVATIONS • 7/8 GALVANIZED STEEL HAT CHANNEL • 2"R-8.4 SEMI -RIGID MINERAL FIBER INSULATION • WRB �• 5/8" TYPE X EXTERIOR PSUM SHEATHING • • 8-19 BATTINSULATION GWB 1 HR GA WP 8105 NOT RATED ,;;L �1��1L 1________ l ;iil—' Iil{HI{II,} X X�� / \� \ fi� y qd\1J/\/ /1 \x� f\1f/X\1f/ INTERIOR E5 METAL FRAMED EXTERIOR WALL W/ METAL CLADDING - 10" STUD EXTERIOR • FLAT METAL PANEL CLADDING PER ELEVATIONS • 7/8" GALVANIZED STEEL HAT CHANNEL • 2"R-8.4 SEMI -RIGID MINERAL FIBER INSULATION • WRB • 5/8" TYPE X EXTERIOR GYPSUM SHEATHING • 10" STEEL STUDS @ 24" 0.C. • 101/4" R-38 BATT INSULATION, INSTALL TIGHT TO EXTERIOR SHEATHING • 5/8"TYPE XGWB 1 HR GA WP 8105 NOT RATED 7 ---'- - INTERIOR E6 METAL FRAMED EXTERIOR WALL W/ BRICK VENEER EXTERIOR • BRICK VENEER PER ELEVATIONS • BRICK TIES PER STRUCTURAL • 1 1/2" AIR SPACE • 2" R-8.4 SEMI -RIGID MINERAL FIBER INSULATION • WRB • 518" TYPE X EXTERIOR GYPSUM SHEATHING • 6" STEEL STUDS @ 24" O.C. • R-19 BATT INSULATION • 5/8"TYPE XGWB HR GAWP8105 NOT RATED ....., ., ..... - - ..... INTERIOR E7 METAL FRAMED EXTERIOR WALL W/� BRICK VENEER - NON INSULATED EXTERIOR • BRICK VENEER PER ELEVATIONS BRICK TIES PER STRUCTURAL • 1 1/2" AIR SPACE • WRB • 5/8" TYPE X EXTERIOR GYPSUM SHEATHING • 6" STEEL STUDS @24"O.C. • 5/8"TYPE XGWB 1 HR GA WP 8105 NOT RATED •% i �'• .tea 1----:- - -�' X/ INTERIOR - UNCONDITIONED E8 METAL FRAMED EXTERIOR WALL W/ METAL CLADDING - NON INSULATED EXTERIOR • FLAT METAL PANEL CLADDING PER ELEVATIONS • WRB • 5/8" TYPE X EXTERIOR GYPSUM SHEATHING • 6"STEEL STUDS @24"O.C. • 5/8"TYPE XGWB 1 HR GAWP8105 NOT RATED --- --- --- - INTERIOR- UNCONDITIONED 7 E9 METAL FRAMED EXTERIORSULATED WALL WI METAL CLADDING - NON INSULATED EXTERIOR • FLAT METAL PANEL CLADDING PER ELEVATIONS • WRB • X EXTERIOR GYPSUM SHEATHING • 6' 6" STEEL STUDS @ 24" QC. • 6" STEEL STUDS @ 24" 0,C, • 5/8"TYPE XGWB HR GA WP BIOS NOT RATED �a.�.--�.��..,�. f• L,H INTERIOR - UNCONDITIONED REVISION NO. k_ REV(F.. ;.iD -Cr2 CODE CCit1,, L'AIVOE APPROVED SEP 12 2C16 City of Tukwila BUILDING DIVISION FE.C,EVED -i-t t• OF TUKWIL.A AUG 1626I8 PERMIT CENTER URBAL' ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE ma Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture,com T 206-257-0972 hcense 9TI6 REGISTERED TECT F� STATE OF SHINGT 1 DATE 08.15.20.220018 consa t nt logo Protect name MARVELLE SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submIttai Vrevlslons 10815 SO PROGRESS PRINT 09.01.1017 BUILDING PERMIT SET 1O.31.2017 FOUNDATION ONLY PERMIT 12.06.1011 BP CORR.1 I60% CD CHECK SET 1 01.10.2018 BID SET REVISIONS 02.09.2018 BP CORR.2 2 03.02.2018 100% CD 03.09.2010 SMOKE CONTROL SUBMITTAL 03.29.2018 IS SUED FOR CONSTRUCTION S06.15.2018 POST BP CORR. 1 TO REV 4 08.15.2018 drawIngtitle WALL TYPES drawing Information DATE 08.15.2018 SCALE 11/2" =1'-0" DRAWN PJ JOB N 17-004 copyngnt meza„""rnema neat nu0010 er aft STRUCTURAL - GENERAL NOTES GENERAL REQUIREMENTS GOVERNING CODE: The design and construction of this project is governed by the "International Building Code (IBC)", 2015 Edition, hereafter referred to as the IBC, as adopted and modified by the City of Tukwila, WA understood to be the Authority Having Jurisdiction (AHJ). REFERENCE STANDARDS: Refer to Chapter 35 of 2015 IBC. Where other Standards are noted in the drawings, use the latest edition of the standard unless a specific date is indicated. Reference to a specific section in a code does not relieve the contractor from compliancewith the entire standard. DEFINITIONS: The following definitions cover the meanings of certain terms used in these notes: 'ArchitectlEngineer" -The Architect of Record and the Structural Engineer of Record. "Structural Engineer of Record" (SER) - The structural engineer who is licensed to stamp & sign the structural documents for the project. The SER is responsible for the design of the Primary Structural System. • "Submit for review" - Submit to the Architect/Engineer for review prior to fabrication or construction. • Per Plan Indicates references to the structural ructural tans elevations and suctu rat general notes. • Seismic Force Resisting System (5FR5) - A recognized structural system of components (beams braces, drags, struts, collectors, diaphragms, columns, walls, etc) of the primary structure that are specially designed and ro rtioned to resist earthquake -induced ground motions and maintain stabilityof the structure. Fabrication and proportioned of components designated as pad of the SFRS require the general contractor, subcontractor, or supplier who is responsible for any portion of SFRS fabrication or installation to comply with special requirements (including, but not limited to material control compliance certifications personnel qualifications, documentation, reporting requirements, etc) and to provide the required Quality Control including the required coordination of Special Inspections (Quality Assurance - CIA). Special provisions apply to any member designated as part of the SFRS. Refer to plans, elevations, details, Design Criteria and Symbols and Legends for applicable members and connections. • "Specialty Structural Engineer" (SSE) - A professional engineer (PE or SE), licensed in the State where the project is located, (typically not the SER), who performs specialty structural engineering services for selected specialty -engineered elements identified in the Contract Documents, and who has experience and training in the Specialty. Documents stamped and signed by the SSE shall be completed by or under the direct supervision of the SSE. • "Bidder -designed" - Components of the structure that require the general contractor, subcontractor, or supplier who is responsible for the design, fabrication and installation of specialty -engineered elements identified in the Contract Documents to retain the services of an SSE. Submittals of "Bidder -designed" elements shall be stamped and signed by the SSE. OTHER DRAWINGS: Refer to the architectural, mechanical, electrical, civil and plumbing drawings for additional infor- mation including but not limited to: dimensions, elevations, slopes, door and window openings, non -bearing walls, stairs, finishes, drains, waterproofing, railings, elevators, curbs, depressions, mechanical unit locations, and other nonstructural items. STRUCTURAL DETAILS: The structural drawings are intended to show the general character and extent of the project and are not intended to show all details of the work. Use entire detail sheets and specific details referenced in the plans as "typical" wherever they apply. Similarly, use details on entire sheets with "typical" in the name wherever they apply. STRUCTURAL RESPONSIBILITIES: The structural engineer (SER) is responsible for the strength and stability of the primary structure in its completed form. COORDINATION: The Contractor is responsible for coordinating details and accuracy of the work; for confirming and corre- lating all quantities and dimensions; for selecting fabrication processes; for techniques of assembly; and for performing work in a safe and secure manner. PRE -CONSTRUCTION MEETINGS: The Contractor i5 responsible for coordinating pre -construction meetings pd0r t0 com- mencing work. Pre -con meetings, scheduled approximately two weeks prior to the start of the relevant work, are re- quired for the following phases of construction: Post -tensioned slabs. Attendees for proconstruction meeting are to include contractor, relevant subcontractors, fabricators, inspectors. architect/engineer, and representative of the Authority Having Jurisdiction where required. Meeting agendas are to include review of the work scope, project schedule relevant to the work, contact information of responsible parties, inspection points, review of materials and any special cases or issues, procedures for clarifications if required, testing and acceptance, etc. MEANS METHODS and SAFETY REQUIREMENTS: The contractor is responsible for the means and methods of con- struction and all job related safety standards such as OSHA and DOSH (Department of Occupational Safety and Health). The contractor is responsible for means and methods of construction related to the intermediate structural conditions (i.e. movement of the structure due to moisture and thermal effects; construction sequence; temporary bracing, etc). BRACING/SNORING DESIGN ENGINEER: The contractor shall at his discretion employ an SSE, a registered professional en- gineer for the design of any temporary bracing and shoring. TEMPORARY SHORING, BRACING' The contractor is responsible for the strength and stability of the structure during construction and shall provide temporary shoring, bracing and other elements required to maintain stability until the struc- ture is complete. It is the contractor's responsibility to be familiar with the work required in the construction documents and the requirements for executing it properly. CONSTRUCTION LOADS: Loads on the structure during construction shall not exceed the design loads as noted in DE- SIGN CRITERIA & LOADS below or the capacity of partially completed construction as determined by the Contractor's SSE for Bracing/Shoring. CHANGES IN LOADING: The contractor has the responsibility to notify the SER of any architectural, mechanical, electri- cal, or plumbing load imposed onto the structure that differs from, or that is not documented on the original Contract Doc- uments (architectural / structural / mechanical / electrical or plumbing drawings). Provide documentation of location, load, size and anchorage of all undocumented loads in excess of 400 pounds. Provide marked -up structural plan indicat- Ins locations of any new equipment or loads. Suomlr plans to the Architect/Engineer for review prior to Installation. NOTE PRIORITIES; Plan and detail notes and specific loading data provided on individual plans and detail drawings supplements information in the Structural General Notes. DISCREPANCIES: In case of discrepancies between the General Notes, Specifications. Plans/Details or Reference Standards, the Architect/Engineer shall determine which shall govern. Discrepancies shall be brought to the attention of the Architect/Engineerbefore proceeding with the work. Shouldany discrepancy be found In the Contract Documents, the Contractor will be deemed to have included in the price the most expensive way of completing the work, unless prior to the submission of the price, the Contractor asks fora decision from the Architect as to which shall govern. Accordingly, any conflict in or between the Contract Documents shall not be a basis for adjustment in the Contract Price. SITE VERIFICATION: The contractor shall verify all dimensions and conditions at the site. Conflicts between the draw- ings and actual site conditions shall be brought to the attention of the Architect/Engineer before proceeding with the work. ADJACENT UTILITIES: The contractor shall determine the location of all adjacent underground utilities prior to earth- work, foundations, shoring, and excavation. Any utility information shown on the drawings and details is approximate and not necessarily complete. ALTERNATES: Alternate products of similar strength, nature and foram for specified items may be submitted with ade- quate technical documentation (proper test report, etc.) to the Architect/Engineer for review. Alternate materials that are submitted without adequate technical documentation or that significantly deviate from the design intent of materials spec- ified may be returned without review. Alternates that require substantial effort to review will not be reviewed unless au- thorized by the Owner. DESIGN CRITERIA AND LOADS OCCUPANCY: Risk Category of Building per 2015 IBC Table 1604.5 = WIND DESIGN: COMPONENTS & CLADDING PRESSURES FOR DESIGN (PSF, ULTIMATE) ISOMETRIC VIEW ISOMETRIC VIEW 2 J ZONE 1 r- 2 EFFECTIVE WIND AREA (SO. FT) PLAN VIEW PLAN VIEW a019'-6" 10 20 50 100 500 ZONE 1 -37.1 -35.1 -32.3 -30.2 -25.4 ZONE 2 -58.3 -55.4 -51.5 -46.6 -41.8 ZONE 3 -79.4 -75.7 -70.7 -37.0 -58.3 ZONE 4 -25.4 -25.4 -24.0 -20.0 -20.7 ZONE 5 -46.5 -46.5 -41.2 -37.2 -27.7 1) Components and Cladding Wind Pressures are based on ASCE 7-10 Chapter 30 Part 3: Buildings wi h h> 60 ft. 2) Components and Cladding zone locations are based on ASCE 7-10 Table 30.7-2 for Fiat Roofs O < 10 deg. 3) For parapets around the perimeter of the roof equal to or higher t an 3 ft, Zone 3 shall be treated as Zone 2. 4) All Parapet Components and Cladding Wind Pressures shall be determined through ASCE 7-10 Figu a 30.7-1. SEISMIC Seismic Design Category: SDC = D DESIGN: Basic Structural System Bearing Wall Seismic Force Resisting System Podium = Wood= Special Reinforced Concrete Shear Walls Light Framed Wall With Wood Street Panel Response Modification Factor: Podium R= Wood R= 5 6.5 System Over Strength Factor Podium Omega = Wood Omega = 2.5 3 Deflection Amplification Factor Podium Cd = Wood Cif- 5 4 Site Classification per IBC 1613.3.2 & ASCE 7-10 Ch. 20 Site Class = E Seismic importance Factor per ASCE 7-10 Table 1.5-2 le = 1.0 Spectral Response Acceleration (Short Penod) S<= 1.442 g Spectral Response Acceleration (1-Second Period) Sr = 0.536 g Spectral Design Response Coefficient (Short Period) Son = 0.865 g Spectral Design Response Coefficient (1-Second Period) S. = 0.858 g Seismic response coefficient(s) Podium Cs = Wood Cs= 0.174 0.1334 Redundancy Factor )0005/South Direction) NOS rho= 1.0 Redundancy Factor (East/West Direction) EOW rho= 1.0 Design Base Shear (North/South Direction) (KIPS) Podium Wood 3100 790 Design Base Shear (East / West Direction) (KIPS) Podium Wood 3100 790 Base shear governed by; seismic Seismic Analysis procedure used: Equivalent Lateral Force (ELF) SNOW LOAD: () Fiat Roof Snow Load, (PSF) p r= 25 (2) Snow Drift Loading required by Authority Having Jurisdiction? No Snow Load Importance Factor P 1 - 1.0 5) Snow Load is un-reducible and includes 5 psf rain -on -snow surcharge where ground zero and 20 psf or less per ASCE 7-10 Section 7.10. 6) Snow Load based on WABO(SEAW White Paper in Low -Lying Puget Sound Basin. 7) Snow Load Importance Factor per ASCE 7-10 Table 1.5-2. ow load is greater than DESIGN LIVE AREA LIVE LOADS REMARKS & FOOT - NOTES (6) LOADS (PSF) UNO Handrails & Pedestrian Guardrails 50 PLF or 200 LB (1) Stairs & Exits 100 PSF or 300 LB Stair treads per note (2) Vehicle Barrier 6000 Ibs Applied horizontally at both 18" and 27" above the level (3) Lobbies 100 20001bs Corridors at First Floor 100 Coridom above first Floor --- Same as occupancy served Balconies & Decks --- 1.5 times the live load for area served. Not req'd to exceed 100 pd. Parking Garage - Passenger Vehicles only 40 3000 lb wheel (4) Kitchens 150 Commercial Dining Rooms & Restaurants 100 Retail(Stores)- First Floor 100 10001b Mechanical Rooms 150 Light Storage Area 125 Roofs 20 PSF or 300 LB Area load is reducible. Point load per note (2), See above for Snow Load Roof Decks/Gardens/Assembly 100 Live load (Reducible) is separate from land- scape materials. 1) Top mil shall be designed to resist 50 PLF line load or 200 lb point load applied n any direction at any point. Interme- diate rails (all those except the handrail), balusters and panel fi ors shall be de igned to withstand a horizontally ap- plied normal load of 50 LB on an area not to exceed 1 ft square. These three loads are to be considered separately with worst case used for design. (2) Place 300 lb concentrated load over 2"x2" area at any point to produce maximum stress. Area load and concentrat- ed load are to be considered separately with worst case used for design. (3) Need not apply concurrently with other handrail and guardrail loads; applied over not more than 1 square foot. (4) Apply concentrated wheel load over 4-1/2"x4-1/2" square area. (5) Floors for Business Group B (Offices) Occupancy shall be designed with a basic floor Live Load plus an additional 15 PSF (min um) live loading for moveable partitions. (6) Unless otherwise noted, point loads to be distributed over a 2.5ft x 2.5ft area and located to produce maximum load effects on structural members. DESIGN DEAD BIDDER DESIGN DEAD LOADS REMARKS & FOOTNOTES LOADS (PSF)UNO Wood Tie -Down System As Noted on Shear Wall Key Plans Gyperete Topping 12 PSF 1 Y. per Architect SUBMITTALS Waken. FOR REVIEW: SUBMITTALS of shop drawings, and product data are required for items noted in the individual ma- terials sections and for bidder designed elements. 5U6MI1TAL REVIEW PERIOD: Submittals shall be made in time to provide a minimum of TWO WEEKS or 10 WORKING DAYS for review by the Architect/Engineer prior to the onset of fabrication. GENERAL CONTRACTOR'S PRIOR REVIEW: Prior to submission t0 the Architect/Engineer, the Contractor shall review the sub- mittal for completeness. Dimensions and quantities are not reviewed by the SER, and therefore, must be verified by the General Contractor. Contractor shall provide any necessary dimensional details requested by the Detainer and provide the Contractor's review stamp and signature before forwarding to the Architect/Engineer. SHOP DRAWING REVIEW: Once the contractor has completed his review, the SER will review the submittal for general conformance with the design concept and the contract documents of the building and will stamp the submittal according- ly. Markings or comments shall not be construed as relieving the contractor from compliance with the project plans and specifications, nor departures there from. The SER will serum submittals in the form they are submitted in (either hard copy or electronic). For hard copy submittals, the contractor is responsible for submitting the required number of copies to the SER for review. SHOP DRAWING DEVIATIONS' When shop drawings (component design drawings) differ from or add to the require- ments of the structural drawings they shall be designed and stamped by the responsible SSE. DEFERRED SUBMITTALS BIDDER -DESIGNED ELEMENTS Submit °Bidder -Designed" deferred submittals to the Architect and SER for review. The deferred submittals shall also be submitted to the city for approval, H required by the city. Design of prefabricated, "bidder designed", manufactured, pre-engineered, or other fabricated products shall be comply with the following requirements: 1) Design considers tributary dead, live, wind and earthquake loads in combinations required by IBC. 2) Design within the Deflection Limits noted herein and as specified or referenced in the IBC. 3) Design shall conform to the specifications and reference standards of the governing code. 4) Submittal shall include: a. Calculations prepared, stamped and signed by the SSE demonstrating code conformance. b. Engineered component design drawings are prepared, stamped and signed by the SSE. c. Product data, technical information and manufacturer's written requirements and Agency approvals as applicable. rt. SSE may submit to the Architect/Engineer, a request to utilize relevant alternate design criteria of similar nature and generally equivalency which is recognized by the Code and acceptable to the Au- thority Having Jurisdiction. Submit adequate documentation of design. DRAWING LEGEND MARK DESCRIPTION MARK DESCRIPTION F2.0 FOOTING SYMBOL (REFER TO SPREAD FOOTING SCHEDULE) I INDICATES WIDE FLANGE COLUMN iP PILE CAP SYMBOL (REFER TO PILE CAP SCHEDULE) INDICATES HOLLOW STRUCTURAL SECTION IHSS) COLUMN OR TUBE STEEL ITS) COLUMN Oi TILT-UP/PRECAST CONCRETE WALL CONNECTION SYMBOL (REFER TO CONNECTION DETAIL) o INDICATES HOLLOW STRUCTURAL SECTION IHSS) COLUMN OR STEEL PIPE COLUMN 2W4 SHEARWALL SYMBOL REFER TO SHEARWALL SCHEDULE) ® INDICATES WOOD POST Is d 4e� REVISION TRIANGLE o INDICATES BUNDLED STUDS i❑ TILT-UP/PRECAST CONCRETE WALL PANEL NUMBER (REFER TO TILT -UP/ PRECAST CONCRETE WALL ELEVATIONS INDICATES CONCRETE COLUMN O CMU WALL REINFORCING SYMBOL )REFER TO CMU WALL REINFORCING SCHEDULE) ID INDICATES PRECAST CONCRETE COLUMN CD CONTINUITY PLATE LENGTH (REFER TO TYPICAL DETAIL) INDICATES MOMENT FRAME CONNECTION DS INDICATES DOUBLE SHEAR CONNECTION (REFER TO THE DOUBLE SHEAR PLATE CONNECTIONS DETAIL) P- INDICATES CANTILEVER CONNECTION INDICATES REINFORCING TYPE (REFER TO THE REINFORCING SCHEDULE) o- INDICATES DRAG CONNECTION 00TB CD INDICATES NUMBER OF STUD RAIL REQUIRED AT COLUMN (REFER TO STUD RAIL DETAILS) INDICATES WOOD OR STEEL STUD WALL ? Off ROOF/FLOOR DIAPHRAGM NAILING SYMBOL (REFER TO DIAPHRAGM NAILING SCHEDULE) INDICATES MASONRY/CMU WALL 4v )- Ct 1 SSYMBOLIR0000/CONEFECRERTE COLUMNTOSTEEL COLUMN SCHEDULE) INDICATES CONCRETE/TILT-UP CONCRETE WALL XX0KX' FTG=-X" I T/ X' ELEVATION SYMBOL O./REFERS TO COMPONENT THAT THE ELEVATION REFERENCES) INDICATES WOOD OR STEEL STUD SHEAR WALL �`/ STUD BUBBLE (INDICATES NUMBER OF STUDS REQUIRED IFEXCEEDS NUMBER SPECIFIED IN PLAN NOTE) ____4 INDICATES BEARING WALL BELOW INDICATES STEP IN FOOTING )REFER TO TYPICAL STEP IN FOOTING DETAIL) INDICATES EXISTING WALL G 4. X \ I DETAILS OR SECTION CUT (DETAIL NUMBER/SHEET NUMBER) 1 ' POST -TENSION DEAD END (PLAN) SXX DETAILS OR SECTION CUT IN PLAN VIEW (DETAIL NUMBER/SHEET NUMBER) POST -TENSION STRESSING END (PLAN) ) I / xYJ3XX XX INDICATES LOCATION OF CONCRETE WALLS, SHEAR WALLS OR BRACED FRAME ELEVATIONS 3 POST -TENSION PROFILE (PLAN) TIN INCHES} 7 ( i ---b--^ SPAN INDICATOR (INDICATES EXTENTS OF FRAMING MEMBERS OR OTHER STRUCTURAL COMPONENTS) INTERMEDIATE STRESSING (PLAN) 7 4 I' i a INDICATES DIRECTION OF DECK SPAN -- ABBREVIATIONS L Angle EXT Exterior PSF Pounds per Square AB Anchor Bolt FD Floor Drain Foot ADDL Additional FDN Foundation PSI Pounds Per Square ADH Adhesive FIN Finish Inch ALT Alternate FLR Floor PSL Parallel Strand ARCH Architectural FRP Fiberglass Reinforced Plastic Lumber B or BOT Bottom FRT Fire Retardant Treated P-T Post -Tensioned B/ Bottom Of F1G Footing PT Pressure Treated BLDG Building F/ Face of R Radius BLKG Blocking GA Gage RD Roof Drain BMU Brick Masonry Unit OALV Galvanized REF Refer/Reference BP Baseplate GEOTECH Aeotechmcai REINF Reinforcing BRBF Buckling Restrained GL Glue Laminated Timber REOD Required Braced Frame GWB Gypsum Wall Board RET Retaining BRG Bearing HDR Header SCBF Special Concentric BTWN Between HE Hem -Fir Braced Frame C Camber HGR Hanger SCHED Schedule CL Centerline HD Hold-down SELLS Seismic Force- CLT Cross -Laminated HORIZ Horizontal Resisting System Timber HP High Point SHTHG Sheathing CB Castellated Beam HSS=TS (Hollow Structural Section) SIM Similar CIP Cast in Place IBC International Building SMF Special Moment CJ Construction or Code Frame Control Joint ID Inside Diameter SOG Slab on Grade CJP Complete Joint IE Invert Elevation SP Southern Pine Penetration IF Inside Face SPEC Specification CLR Clear INT Interior SO Square CLG Ceiling k Kips SR Studrail CMU Concrete Masonry KSF Kips Per Square Foot SF Square Foot Unit LF Lineal Foot SST Stainless Steel COL Column LL Live Load STAGG Stagger/Staggered CONC Concrete LLH Long Leg Horizontal STD Standard CONN Connection LLV Long Leg Vertical STIFF Stiffener CONST Construction LP Low Point STL Steel CONT Continuous LONGIT Longitudinal STRUCT Structural C'SINK Countersink LSL Laminated Strand Lumber SWWJ Solid Web Wood CTRD Centered LVL Laminated Veneer Lumber Joist DIA Diameter MAS Masonry SYM Symmetrical DB Drop Beam MAX Maximum T Top DBA Deformed Bar Anchor MECH Mechanical T/ Top Of OBL Double ME2Z Mezzanine T&0 Top &Bottom DEMO Demolish MFR Manufacturer IC AX LD Top Chord Axial Load DEV Development MIN Minimum TCX Top Chord Extension OF Douglas Fir MISC Miscellaneous TOO Tie Down System DIAL Diagonal NIC Not In Contract T&G Tongue & Groove DIST Distributed NLT Nail -Laminated THKND Thickened ELL Dead Load Timber THRD Threaded DN Down NTS Not To Scale THRD Through DO Ditto OC On Center TRANSV Transverse DP Depth/Deep OCBF Ordinary Concentric Braced TYP Typical DWG Drawing Frame UBC Uniform Building (E) Existing OD Outside Diameter Code EA Each OF Outside Face UNO Unless Noted EF Each Face OPNG Opening Otherwise EL Elevation OPP Opposite URM Unreinforced ELEC Electrical OWSJ Open Web Steel Joist Masonry Unit ELEV Elevator OWWJ Open Web Wood Joist VERT Vertical EMBED Embedment PL Plate W Wide ED Equal PAF Powder Actuated Fastener WO Wth EQUIP Equipment PC Precast W0 Without EW Each Way PERP Perpendicular WHS Welded Headed Stud EXP Expansion PLWD Plywood WP Working Point EXP JT Expansion Joint PP Partial Penetration WINE Welded Wire Fabric PREFAB Prefabricated s Plus or Minus REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 4 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OFU'n VJil_F AUG 1 G 2010 PERMIT CENTER REVISION NO, 4- REVIEWED usipfor 0enne< etel motorm wish the following p 00002 b0a0e JuIs dadoOies Mons ofs a Wemationd Building Cade. Provisions f the International Building Code <ontornums wi8 nil , audit pewit apartments ems. AssidWgi iwgoverninge a«n he,<. nnirdimlor, comlmedpignined. By [ mil faasA5NEQ- Dorab�24/1B REID AIIDDI ):TON, INC. Code Revam Canrarnnm Uf.R3d`\L ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE too Seattle, WA 98102 info@urbalarchitecture.com www.urbelarchitecture.com T 206-257-0972 s, -.. O0 C �.d yS a1,oLiil consultant logo aRpra'"=4s6 707 W 2nd Avenue Spokane, Washington 99201 P: (509) 455-4448 www.dciengineers.com CIVIL / STEM LJOTI, R., ®corwam wzog omuw Comma..., Pig. lima. project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 key plan submittals/tevisions BUILDING PERMITS ET 1631.17 FOUNOA110N ONLY PER& F1 12.0617 STRUCTURAL RESUBMITTAL 51 121&17 STRUCTURAL RESUBMITfAL 52 01.10.18 STRUCTURAL BIDSET "' 02.0218 BPCOORDINATION 21100%COSEf 03.09.18 ISSUED FOR CONSTRUCTION SEr�/n�� 06.15.18 POST BPCORRI TO REV 4 " \ 0&15.18 drawing title GENERAL NOTES drawing information DATE 12.06.17 SCALE 12"=1'-0" DRAWN BSD JOB6 17041-0175 copyright n OVIaap ,vIa all AR end shell not Io beirsacthrne wmo., the w,nlanc.a.Re.ra. c. sheet number SOe01 DEFLECTION LIMITS FOR VERTICAL LIMIT SSE / BIDDER DESIGNED ELE- MENTS: Root Members, Dead + Live or Snow or Wind, Total Load (TL) Deflection L /240, where (L is span length es Roof, Live or Snow or Wind Load (RLL) L/360 HORIZONTAL LIMIT and FOOTNOTE Members Supporting Brittle Finishes L / 240 (1) Members Supporting Flexible Finishes L / 180 (1) Members Supporting Masonry L / 600 @ 0.7 x Cladding Wind or 0.7E (1) 1) Wind Load is reducible to 0.42 limes the Component and Cladding Loads per Table 1604.3 footnote f. GENERAL CONTRACTOR'S PRIOR REVIEW: Once the contractor has completed his review of the SSE component drawings, the SER will review the submittal for general conformance with the design of the building and will stamp the submittal accordingly. Review of the Specialty Structural Engineer's (SSE) shop drawings (component design drawings) is for compliance with design criteria and compatibility with the design of the primary structure and does not relieve the SSE of responsibility for that design. All necessary bracing, ties, anchorage, proprietary products shall be fumished and installed per manufacturers instructions or the SSE's design drawings and calculations. These elements include but are not limited to: Steel Stairs Handrails, Guardrails and Balcony Rail Anchorages Roof Mounted Components: Skylights, hatches Mechanical, Electrical, Plumbing & Sprinkler Hanger Plans Temporary Shoring Systems Wood Hold-down Systems Reshonng for PT Slabs Rammed Aggregate Piers Boitron Decks 0 INSPECTIONS, QUALITY ASSURANCE VERIFICATIONS AND TEST REQUIREMENTS INSPECTIONS: Foundations, footings, under slab systems and framing are subject to inspection by the Building Official in accordance with IBC 110.3. Contractor shall coordinate an required inspections with the Building Official. SPECIAL INSPECTIONS, VERIFICATIONS and TESTS: Special Inspections, Verifications and Testing shall be done in accordance with IBC Chapter 17, the STATEMENT AND SCHEDULES OF SPECIAL INSPECTIONS on S0.03, and the AHJ STATEMENT OF SPECIAL INSPECTION STRUCTURAL OBSERVATION: per IBC Section 1704.6 Structural Observation is the visual observation of the structural system by a registered design professional for general conformance to the approved construction documents. It is not always required on a project, dos not include or waive the responsibility for the special inspections and tests required by a Special Inspector per IBC Chapter 17, is not continu- ous, and does not certify conformance with the approved construction documents. CONTRACTOR RESPONSIBILITY: Prior to issuance of the building permit, the Contractor is required to provide the Au- ihonty Having Jurisdiction a signed. written acknowledgement of the Contractor's responsibilities associated with the above Statement of Special Inspections addressing the requirements listed in IBC Section 1704.4. Contractor is referred to IBC Sections 1705.12.5 and 1705.12.6 for architectural and MEP building systems that may be subject to additional inspections (based on the building's designated Seismic Design Category listed in the CRITERIA), including anchorage of HVAC ductwork containing hazardous materials, piping systems and mechanical units containing flammable, combus- tible or highly toxic materials, electrical equipment used for emergency or standby power, exterior wall panels and sus- pended ceiling systems. SOILS AND FOUNDATIONS REFERENCE STANDARDS: Conform to IBC Chapter 18 'Soils and Foundations." GEOTECHNICAL REPORT: Recommendations contained in Proposed Development 415 Baker Boulevard Tukwila, WA Project No. 17-120 by Pan Geo Incorporated dated May 4. 2017 were used for design. CONTRACTOR'S RESPONSIBILITIES: Contractor shall be responsible to review the Geotechnicai Report and shall fol- low the recommendations specified therein including, but not limited to, subgrade preparations, pile installation proce- dures, ground water management and steep slope Best Management Practices." GEOTECHNICAL SUBGRADE INSPECTION: The Geotechnicai Engineer shall inspect all sub -grades and prepared soil bearing surfaces, prior to placement of foundation reinforcing steel and concrete. Geotechnical Engineers shall provide e letter to the owner stating that soils are adequate to support the "Allowable Foundation Bearing Pressure(s)" shown blow. DESIGN SOIL VALUES: Safety Factor per Soils Report ................. _.__........_........ 1.5 Allowable Foundation Bearing Pressure . .................. 4000 Max PSI - Improved Design Subgratle Meduius................._............................ 150 PCI- improved Coefficient of Sliding Friction . 0.4 FOUNDATIONS and FOOTINGS: Foundations shall consist a mat slab bearing on improved soil per the Geotechnicel Report. Exterior perimeter footings shall bear not less than 18 inches below finish grade, unless otherwise specified by the geotechnical engineer and/or the building official. FOOTING DEPTH: Tops of footings shall be as shown on plans with vertical changes as indicated with steps in the foot- ings; locations of steps shown as approximate and shall be coordinated with the civil grading plans to ensure that the exterior perimeter footings bear no less than 16 Inches below finish grade, or as otherwise indicated by the geotechnical engineer or building official. CAST -IN -PLACE CONCRETE REFERENCE STANDARDS: Conform to: (1) ACI 301-10 "Specifications for Structural Concrete" {2) IBC Chapter 19 "Concrete" (3) AC1318-14 "Building Code Requirements for Structural Concrete" (4) ACI 117-10 "Specifications for Tolerances for Concrete Construction and Materials" FIELD REFERENCE: The contractor shall keep a copy of ACI Field Reference manual, SP-15. 'Standard Specifications for Structural Concrete (AC1301) with Selected ACI and ASTM References." CONCRETE MIXTURES. Conform to ACI 301 Section 4 °Concrete Mixtures" and IBC Section 1904.1. MATERIALS: Conform to AC1301 Section 4.2.1 "Materials" for requirements for cementitious materials, aggregates, mix- ing water and admixtures. SUBMITTALS: Provide all submittals required by ACI 301 Section 4.1.2. Submit mix designs for each mix in the table below. Substantiating strength results from past tests shall not be older than 24 months per ACI 318 Section 26.4.3.1 (b). TABLE OF MIX DESIGN REQUIREMENTS Member Type/Loation Strength fc (psi) Test Age (days) Nominal Maximum Aggregate Exposure Class Max WIC Ratio Air Con- tent Notes (1 to 8 Typical ONO) Mat Foundations 5000 28 1' - - - - Exterior Slabs on Grade & Sidewalks 3000 28 i" - 0.45 5% - PT Beams and Slabs (Level 3) 6000 3000 28 stressing W CI 0.40 - 9 PT Beams & Slabs (Level 2) 5000 3000 28 stressing %" C1 0.40 5% 9 Mild Reinforced Beams & Slabs (Level 2) 5000 28 %" C1 0.40 5% 9 Shear Walls 4500 56 3" - 0.45 - - Exposed Shear Walls 4500 56 '/." F2 0.45 6% MlsclnteriorBuilding Walls 3000 28- Stem Walls & Curbs 3000 28 1' - - - ExtenorStemWallsB Curbs 3000 28 1" Ft 0.45 6% Columns 5000 56 %" - - - - Table of Mix Design Requirements Notes: (1) W/C Ratio: Water-cementitious material ratios shall be based on the total weight of cementitious materials. Maxi- m ratios are controlled by sire gth noted in the Table of Mix Design Requirements and durability requirements given In ACI 318 Section 19.3. (2) Cementtious Materials: a. The use of fly ash, other pozzolans, silica fume, or slag shall conform to ACI 318 Sections 19.3.2 and 26.4.2.2. Maximum amount of fly ash shall be 25% of total cementitious content unless reviewed and ap- proved otherwise by SER. b. For concrete used in elevated tors, minimum cementitious-materials content shall conform to ACI 301 Ta- ble 4.2.2.1. Acceptance of lower cement content is contingent on providing supporting data to the SER for review and acceptance. c. Camen Uousmated Is shall conform tothe relevant ASTM standards listed in ACI 378 Section 26.4.1.1.1(a). (3) Air Content: Conform to ACI 318 Section 19.3.3.1. Minimum standards for exposure class are noted in the table. If freezing and thawing class is not noted, air content given is that required by the SER. Tolerance is t1-7:%. Air content shall be measured at point of placement (4) Aggregates shall conform to ASTM C33. (5) Slump: Conform to ACI 301 Section 4.2.2.2. Slump shall be determined at point of placement. (6) Chloride Content: Conform to ACI 318 Table 19.3.2.1. (7) Non- chloride accelerator. Non -chloride accelerating admixture maybe used in concrete placed at ambient temper- atures below 50°F at the contractor's option. (8) ACI 318, Section 19.3.1.1 exposure classes shall be assumed to be F0, SO. P0, and CO unless different exposure classes are listed in the Table of Mix Design Requirements that modify these base requirements. (9) Shrinkage Limit: Concrete used in elevated slabs and beams shall have a shrinkage limit of 0.045% at 28 days measured in accordance with ASTM C157. Submit laboratory test results to SER for approval prior to construc- tion FORMWORK & RESHORING: Conform to ACI 301 Section 2 "Formwork and Form Accessories." Removal of Forms shall conform to Section 2.3.2 except strength indicted in Section 2.3.2.5 shall be 0.75 f c. Reshoring shall conform to Section 2.3.3. In addition, mild reinforced (non post -tensioned) slabs shall be continuously reshored fora minimum of 14 days following placement of concrete or 7 days after concrete has reached 0.75 Fe, whichever is longer. Contractor shall submit formwork removal and reshore installation procedure and drawings es applicable sealed by a professional engi- neer licensed In the stale where the project is located for the SER's information. MEASURING MIXING AND DELIVERY: Conform to ACI 301 Section4.3. HANDLING. PLACING, CONSTRUCTING AND CURING: Conform to ACI 301 Section 5. In addition, hot weather con- creting shall conform to ACI 305R-10 and cold weather concreting shall conform to ACI 306R-10. CONSTRUCTION JOINTS: Conform to ACI 301 Sections. 2.2.2.5, 5.2.2.1 and 5.3.2.6. Construction joints shall be locat- ed and detailed as on the construction drawings. Submit alternate locations per AC1301 Section 5.1.2.3a for review and approval by the SER two weeks minimum prior to forming. Use of an acceptable adhesive, surface retardant, portland cement grout or roughening the surface is not required unless specifically noted on the drawings. EMBEDDED ITEMS: Position and secure in place expansion joint material, anchors and other structural and non- structural embedded items before placing concrete. Contractor shall refer to mechanical, electrical, plumbing and archi- tectural drawings and coordinate other embedded items. GROUT: Use 7000 psi non -shrink grout under column base plates. GROUTED REBAR: See Post -Installed Anchors to Concrete. POST -INSTALLED ANCHORS to CONCRETE: Anchor location, type, diameter and embedment shall be as indicated on drawings. Reference the POST INSTALLED ANCHORS section for applicable Post -Installed Anchor Adhesives. An- chors shall be installed and inspected in strict accordance with the applicable ICC-Evaluation Service Report (ESR). Special inspection shall be per the TESTS and INSPECTIONS section. TOPPING SLABS: Conform to ACI 301 and the recommendations of ACI 302.1 R-15 "Guide for Concrete Floor and Slab Construction" for Class 3 (unbonded topping floors. BONDING AGENT: Use MasierEmaco ADH 326. Apply In accordance with manufacturers instructions. JOINT COMPOUND: Provide acid resistant silicone caulk where noted on the drawings. Submit product data for review. SHRINKAGE: Conventional and post -tensioned concrete slabs will continue to shrink after initial placement and stressing of concrete. Contractor and subcontractor shall coordinate jointing and interior material finishes to provide adequate tol- erance for expected structural frame shrinkage and shall include, but not be limited to: curtain wail, dryvit, storefront, sky- light, floor finish, and ceiling suppliers. Contact Engineer for expected range of shrinkage. FLOOR FINISHES: The contractor must provide and correctly install an isolation membrane and properly detailed expan- sion joints to help minimize crocking of finishes with cementitious setting beds or finish properties (tile, stone, teraso, concrete to etc). The expansion joints shall be sized for an expected shortening movement of 0.01 inches r foot. topping, ) P �an j P 9 e CLADDING CONNECTIONS and SLAB SHORTENING: At the time of installation, the Gadding connection design shall accommodate a typical future vertial movement at each floor of inch or U600, whichever is greater, due to variable live loading and creep. This displacement will occur at the free end of cantilever beams and at midspan of edge slabs and beams. At the time of installation, the cladding connections shall accommodate shortening of the slab edge inwards due to shrinkage and pat -tensioning. Calculation of the amount of shortening is the responsibility of the design / construction team as a whole and shall be agreed upon in a preconstruction meeting. The connections shall also accommodate typi- cal slab edge construction tolerance both inward and outward. The amount of tolerance shall be defined by the general contractor and agreed to by the cladding designer and formwork subcontractor prior to the design of the connections. The cladding shall be installed to the proper design plan location.] CONCRETE CRACK REPAIR AND MAINTENANCE PROGRAM: Concrete shrinks and continues to shrink for up to two years after construction and as a result, cracking will typically occur. These cracks do not typically impair the integrity of the structure. However, DCI recommends a one-time crack repair and maintenance program be implemented for those slabs exposed to water or chemicals. The maintenance program shall consist of: • Inspect slabs and supporting members two years after construction • Determine cracks in the structure to be repaired • Repair cracks The total length of cracking an be estimated at 0.009 feet of cracks per square feet of slab area. The owner should re- serve funds for this one time maintenance program, which is to take place two years after the completion of construction. Even though cracking is normal and most often not structurally significant, when cracking occurs during construction the contractor shall contact the Architect/Engineer for review. The contractor should budget 0.004 fl of epoxy Injected crack repair per square foot of slab. STRENGTH TESTING AND ACCEPTANCE: Testing: Obtain samples ad conduct tests in accordance with ACI 301 Section 1.6.3.2. Additional samples may be required to obtain concrete strengths at altemate Intervals than shown below. • Cure 6 cylinders for 28-day test age post -tensioned concrete. Test 2 cylinders at 2 or 3 days for post -tensioned concrete only, test 1 cylinder at 7 days, test 2 cylinders at 28 days, and hold 1 cylinder in reserve for use as the Engineer directs. After 56 days, unless notified by the Engineer to the contrary, the reserve cylinder may be discarded without being tested for specimens meeting 28-day strength requirements. • The number of cylinders indicated above reference 6 by 12 in cylinders. If 4 by 8 in cylinders are to be used, additional cylinders must be cured for testing of 3 cylinders at lest age per the table of mu design require- ments. Acceptance. Strength is satisfactory when: (1) The averages of all sets of 3 consecutive tests equal or exceed the specified strength. (2) No individual lest falls below the specified strength by more than 500 psi. A 'test" for acceptance is the average strength of two 6 by 12 in. cylinders or three 4 by 8 in. cylinders tested at the specified test age. CONCRETE PLACEMENT TOLERANCE: Conform to ACI 117-10 for concrete placement tolerance. FLOOR FLATNESS and FLOOR LEVELNESS: Minimum values of flatness, F(F) 30; and of levelness, F(L) 20; with mini - um local values of flatness, F(F) 24; and of levelness, F(L) 15; for slabs -on -grade are required. Overall minimum val- ues of flatness, F(F) 30; miS minimum loaf values of flatness, F(F) 24; for suspended slabs are required. Concrete slabs that will receive wood flooring shall have a minimum F(F) 35. The preceding values are minimums unless specifia- lions require higher values. Measured values shall be in accordance with ACI 117. OVER -FRAMING f STRUCTURAL FOAM FILL / RIGID INSULATION FOAM FILL: Structural foam fill / rigid insulation as shown on the drawings shall be IsulFoam GF, by InsulFoam LLC Engineered EPS,Type ASTM 06817 or approved equal. Provide in locations and thicknesses indicated on plans. Mini - um Required Foam Properties are: Foam Type, Insu1Foam EPSIO; Density, 1.15 pet Compressive Resistance, 5.8 psi (at 1% deformation), 13.1 psi (at 5% deformation), and 16.0 psi (at 10% deformation). CONCRETE REINFORCEMENT REFERENCE STANDARDS: Conform to: (1) ACI 301-10 "Standard Specifications for Structural Concrete', Section 3 °Reinforcement and Reinforcement Sup- ports." (2) ACI SP-66(04) "ACI Detailing Manual" (3) CRSI MSP-09, 28ei Edition, "Manual of Standard Practice." (4) ANSI/AWS D1.4: 2005, "Structural Welding Code - Reinforcing Steel." (5) IBC Chapter 19-Concrete. (6) ACI 318-14 "Building Code Requirements for Structural Concrete." (7) AC1 117-10 -Specifications for Tolerances for Concrete Construction and Materials' SUBMITTALS: Conform to ACI 301 Section 3.1.1 "Submittals." Submit placing drawings showing fabrication dimensions and placement locations of reinforcement and reinforcement supports. MATERIALS: Reinforcing Bars .......................... Smooth Welded Wire Fabric_.._... Deformed Welded Wire Fabric...... Tie Wire. Headed Deformed Bars ................. ASTM A615, Grade 60, deformed bars. ASTM A706. Grade 60, deformed bars. ASTM A706, Grade 80, deformed bars. ASTM A185 ASTM A497 _16 gage or heavier, black annealed. ......ASTM A970 EARTHQUAKE REQUIREMENTS: Longitudinal Bars in ductile frames and shear walls and coupling beams of shear walls shall conform to ASTM A706. Grade 60 or shall conform to the following requirements: (1) Welding: Welding is not permitted except as specified In the drawings. Weld in accordance with AWS D1.4. (2) Mill Tests: Submit mill certificates Indicating physical and chemical properties. (3) Yield Str0nelle Actual yield strength, based on mill tests, does not exceed the specified yield strength by more than 18,000 psi. (Retests shall not exceed this value by more than an additional 3000 psi.) (4) Ultimate Strength: The ratio of the actual tensile strength to the actual yield strength is not less than 1.25.] FABRICATION: Conform to ACI 301, Section 3.2.2. "Fabrication", and ACI SP-66 "ACI Detailing Manual." WELDING: Bars shall not be welded unless authorized. When authorized, conform to ACI 301, Section 3.2.2.2. "WeMmg', AWS D1.4, and provide ASTM A706, grade 60 reinforcement. PLACING: Conform to ACI 301, Section 3.3.2 "Placing." Placing tolerances shall conform to ACI 117. CONCRETE COVER: Conform to the following cover requirements unless noted otherwise in the drawing Concrete cast against . ... .......3' Concrete exposed to eartharth ororweather...._...........z' Ties in columns and beams............__ .................. i-''/z" Barsin slabs.........................................................''A" Bars in walls.. °/." Bars to walls (exposed)........_...............__...........'A Elevated PT Slab Top Reinforcing /' Uncoated Elevated PT Blab Bottom Reinforcing 2 3/8" Uncoated Beams and Drop Bands 2-3/8" to ties Uncoated SPLICES: Conform to AC1301, Section 3.3.2.7, "Splices". Refer to "Typical Lap Splice and Development Length Sched- ule" for typical reinforcement splices. 'Shear Wall Reinforcing Splice Schedule" for those specific elements. Splices indi- cated on individual sheets shall control over the schedule. Mechanical connections may be used when approved by the SER. For reinforcing within the lateral system (shear walls, moment frames) and reinforcing connecting the diaphragm slab to the lateral system. mechanical splice strength is increased to develop 125 percent of the specified tensile strength of the splices bar. STUDRAILS: Where siudrails are indicated on the drawings the following systems are acceptable. Studrails (also re- ferred to as punching shear resistor rails) shall conform to ASTM A1044 and be fabricated and installed in strict accord- ance with the applicable ICC-ESR report and manufacturer's Instructions, using chairs provided by the manufacturer to position rails at the proper height. Submit current manufacturer's data and ICC ESR report of alternate systems to SER for approval. 1. Decor "Studrails"- ICC ESR-2494 2. Jobsite Stud Welding Punching Shear Resistor Shear Rail Assemblies - ICC ESR-3264 3. Conco Companies Headed Shear Stud (PSR) Reinforcement Assemblies - ICC ESR-3317 & 3619 FIELD BENDING: Conform to ACI 301 Section 3.3.2.8. "Field Bending or Straightening." Bar sizes #3 through #5 maybe field bent cold the first time. Subsequent bends and other bar sizes require preheating. Do not twist bars. Bars shall not be bent past 45 degrees. TYPICAL CONCRETE REINFORCEMENT: Unless noted on the plans, concrete walls shall have the following minimum reinforcement. Contractor shall confirm minimum reinforcement of walls with SER prior to rebar fabrication. SHOTCRETE REFERENCE STANDARDS: Conform t0: (1) IBC Section 1908 "Shotcrete", (2) AC/ 506.2-13"Specification for Shotcrete", (3) ACI 506R-16 "Guide to Shotcrete", (4) ACI 301-16 'Specifiations for Structural Concrete." SUBMITTALS: Submit shop drawings for review including: (1) Proposed mix design shown below. include data required by AC1506.2 Sec. 1.5 "Submittals" (2) Preconslructon test panel results. After shooting, the special inspector shall submit core evaluation reports to en - re that proper rebar encasement and nozzling techniques have been achieved. (3) Construction test specimen results. The special inspector shall submit core strength reports. MATERIALS: Conform to ACI 506.2 Sec. 2 "Materials' for Cement, Aggregate, Reinforcement, Water, AdmioWres and Curing Materials. REINFORCEMENT: Conform to IBC Sec. 1908.4 "Reinforcement" and CONCRETE REINFORCEMENT section this sheet. SPLICES: Conform to IBC Sec. 1908.4.3, "Splices", for non -contact lap splices. PRECONSTRUCTION TESTS: Prepare preconstruction test panes, as defined by the SER. for each proposed mix de- sign and n zzelman in accordance with IBC Sec 1908.5 "Preconstuction Tests" and ACI 506.2 Sec. 1.6.1 "preconstruction Testing." Test panels will be cored at the most congested reinforcing and evaluated by the testing la- boratory. Each nozzelman must pass the evaluation before proceeding with the wont. CONSTRUCTION TESTS: Conform to IBC Sec. 1908.10'Strength Tests" and ACI 506.2 Sec. 1.6.2 'Construction Test- ing". Take core specimens for each 50 a yds placed but not less than once each shift. The cores may be taken from the actual construction work or sample panels shot during the course of work. Location of cores taken from actual construc- tion work must be approved by the SER prior to commencing work. Sample panels shall be at least 12" x 12" x 7-1/4'. Three cores shall be taken from each sample panel and the cores may be either field cured or laboratory cured. Labora- tory cured samples shall have an average strength equal to or greater than fc with no individual sample breaking at less than 0.75 fa Field cured samples shall have an average strength of at least 0.85 f'c with no individual samples breaking at less than 0.75 fc. CONSTRUCTION: Conform to IBC Sec. 1908 and ACI 506.2 Sec. 3 "Execution" for Examination. Botching and Mixing, Surface Preparation, Joints, Alignment Control. Application, Finishing, Hot Weather, Cold Weather, Protection. Curing, and Tolerances. The contractor shall adhere to the following weather related precautions': • Ensure materials and surrounding air temperature maintained at minimum 40 degrees Fahrenheit prior to, during and 7 days after completion of work. • During freezing or near freezing weather, provide equipment and cover to maintain minimum 40 degrees Fahren- heit to protect work completed or work in progress. • Suspend operations during high winds, rainy weather. or near freezing temperatures when work cannot be pro- tected INSPECTIONS & ACCEPTANCE: Conform to IBC Sec. 1908.10.3 "Acceptance Criteria." Provide "Special Inspections" during construction and'Visual Examination" when work is complete. Conform to ACI 506.2 Sec. 1.9 'Acceptance;' POST -TENSIONED CONCRETE REFERENCE STANDARDS: (1) ACI 301-10 "Specifications for Structural Concrete, Sec. 9 'Prestressed Concrete.' (2) ACI 423.7-14 "Speafiation for Unbonded Single Strand Tendon Materials" (3) PTI "Specification for Unbodd Single Strand Tendons", 2. Edition (2000) (hereafter designated "PTI Specifica- tion.). SUBMITTALS: Conform to ACI 301 Sec 3.1.1 'Submittals, Data. and Drawings." Submit the following items for review: (1) Coordination Drawings: Submit drawings showing size and location of all slab penetrations, blockous, conduit, embeds and other items which may affect tendon placement. (2) Shop Drawings. Submit shop drawings in accordance with ACI 301 Sec. 9.1.2.1 "Drawings." Include the following information: tendon support heights and chair sizes; location and profile of tendons throughout their length; size, location, details, materials and stress grade (where applicable) of tendons and accessories, including anchorages, stressing pockets. and couplers; jack clearances; jacking procedures; stressing sequence; initial tensioning foras, tendon elongation; details of reinforcing steel to prevent bursting and spalling; tendon trimming procedures and details or capping procedure: duct properties including size, material, thickness and support spacing. PT shop drawings shall be stamped by a structural engineer registered in the State of Washington. (3) Stressing Records: Conform to PTI Specification Sec.1.5.7 "Stressing Records." Submit for review. The special inspector shall complete all stressing records. (4) Mill Test Reports: Conform to PTI Specification Sec. 1.5.1. Provide certified mill test reports for each coil or pack of strand. Contractor shall keep reports on file for duration of project. (5) Anchorages and Couplers: Conform to PTI Specifiation Sec. 1.5.2. Contractor to keep reports on file for the du- ration of the project. (6) Sheathing d of Coating:ec Conform to PTI Specification S. 1.5.3 and 1.5.4. Contractor to keep reports on file forthe duration the project (7) Calculations' Submit calculations prepared by a SSE indi0Un9: the force provided. the spec0ed prstressing loss- es, the final working stresses and the stressing sequence. The design shown in the drawings Is based on a Mal effeaive force in each tendon of 26.8 kips. POST -TENSIONING MATERIALS: (1) Strand: ASTM A416, Grade 270, %. diameter, low relaxation type. Conform to PTI Specification Sec. 2.1 'Prestressing Steel.' Strands shall originate from a PTI certified plant. (2) Sheathing: Conform to PTI Specification Sec. 2.3 "Sheathing," including section 2.3.5 "Aggressive Environments." (3) Anchorages & Couplers: Conform to PTI Specification. Sec. 2.2 "Anchorages and Couplers", Including Sec. 2.2.6 "Anchorages and Couplers in Aggressive Environments.' Provide grease caps for all anchorages at all strssing ends. Tendon anchorages and couplings shall be designed to develop static and dynamic strength requirements of Section 2.2.1.1 and Section 2.2.1.2. Castings shall be nonporous and free of sand, blow holes, voids, and other defects. Provision shall be made for plastic cap to fit tightly and seal barred end on stressing side of anchor. Bear- ing side of anchor casting shall have provision for plastic sleeve, which shall prevent moisture leaks into anchor casting or tendon sheathing. For wedge type anchorages, wedge grippers shall be designed to precluded prema- ture failure of prestressing steel due to notch or pinching effects under static and dynamic tst load conditions per Section 2.2.3, for low relaxation prestressing steel materials. Component parts from different manufacturers shall not be used without substantiating test data. (4) Repair Tape: Conform to PTI Specification Section 3.2.5. (5) Anchor Cap: Grease caps and clear/translucent greased trumpets (or the zero void system by General Technolo- gic incorporated (GTI) or approved equivalent) at the P-T anchors shall be used to provide watertight connections between the P-T sheathing and anchors. (a) Stressing End: Plastic cop shall fit tightly, covering stressing end of barrel and wedges, and shall be fitted with sealing device. Cap shall allow minimum 1-Y." protrusion of strand beyond wedges. (b) Intermediate Siesing Ends: Plastic cap similar to above shall be used with exception that cap shall be open to allow passage of strand with minimum %" chimney extension of cap. (c) Coating Material: Wedge area and plastic cap shall be completely filled with same grease used along length of strand. (6) Sleeve and Grommet: A grease tilled plastic sleeve shall be used on bearing side of anchor casting which will pre- vent moisture leaks into anchor casting or tendon sheathing. Plastic sleeve shall be minimum 10' tong. A grommet shall be used at stressing ends, split grommet at intermediate stressing points, to prevent moisture leaks into an- chor casting or tendon sheathing. CORROSION INHIBITING COATING: Conform to PTI Specification Sec. 2.4 "P-T Coating." OTHER MATERIALS: Conform to notes for CAST -IN -PLACE CONCRETE and CONCRETE REINFORCEMENT sec- tions, except all admixtures shall be chloride free unless approved by the Engineer. PRE -CONSTRUCTION MEETING: The contractor shall arrange a preconstruction meeting. The contractor, structural er-f-oordub000trainvolved with osMensionktg work, repreentativs of the AHJ and representa- ngs of the special isagency shallattend the m HANDLING STORAGE SHIPPING: Conform to PTI Specification Sec. 1.6.2 and 1.7. INSTALLATION REQUIREMENTS: Conform to PTI Specification Sec.3.2 'Tendon installation.' (1) DRAPES: Place tendons parabolic between supports and conform to controlling points shown on the drawings unless noted. Dimensions shown on drawings locate the Center of Gravity (c.g.) of the tendon from the bottom of the slab or beam. Low points are at mid -span unless noted otherwise. (2) SUPPORTS: Tendons shall be firmly supported at intervals not to exceed 4 fit. to prevent displacement during plac- ing of concrete. (3) TENDON BUNDLES: Twisting or entwining of individual strands within the bundle is not permitted. (4) TOLERANCES: Vertical deviations in tendon location shall not exceed the folio lions per ACI 1 17: a. ± 1/4" for member thickness less than 8" b. t 3/8" for member dimensions from 8" to 24" c. t 1/2" for member dimensions more than 24" Imum cover devi SHEATHING REPAIR: Conform to PTI Specification Sec. 3.2.5 "Sheathing Inspection." (1) Restore tendon grease coating in damaged area and 2 inches beyond each end of damage. (2) Place piece of longitudinally split tubing around greased tendon. Split tubing overlap shall be on opposite side of sheathing tear. Length of split tubing shall extend past damaged area 3 inches at each end. Alternatively, use two pieces of overlapping slit sheathing. Align slits on opposite sides of tendon from each other. (3) Tape entire length of repaired area, spirally wrapping tape around repair to provide at least two layers of tape. Taping shall ovedap repaired area by 3 inches at each end. Before taping, repair area shall be dry and free of grease. CONCRETE PLACEMENT: Conform to PTI Specifiation Sec. 3.3. TENDON STRESSING: Conform to PTI Specification Sec. 3.4 "Tendon Stressing." SCHEDULE: Stressing shall be performed within 96 hours of concrete placement unless approved by the Engineer. SEQUENCE: Stress temperature tendons first, followed by uniformly distributed tendons, additional slab tendons, and then beam or banded tendons. SHORING: Shoring shall remain in place unto tendons are stressed. Shoring at closure strips and pour strips shall re- main in place until concrete placed in closure strip has attained design strength, unless noted otherwise on plan. RESHORING: When reshoring is required, reference "DEFERRED SUBMITTALS" above in these notes. CONCRETE STRENGTH: Compressive strength of the slab shall be not less than 3000 psi at time of stressing as de- termined by a testing laboratory. STRESSING JACKS: Conform to PTI Speafiation Sec. 3.4.1.3'Stressing Jacks" and Sec 3.4.2 "Jack Calibration." Provide calibration certificates with each jack. Contractor shall keep certificates on fie for duration of project. ELONGATIONS: Conform to PTI Specification Sec. 3.4.3 "Elongation Measurements." Measured elongations shall agree with calculated values within t7%. Discrepancies exceeding 7% shall be resolved with the Engineer prior to cut- ting and copping the tendons. TENDON FORCES: Forces during and after stressing shall meet the following criteria: Maximum Force at Jacking ............... 33.0 KIPS Maximum Force at Anchoring..._......28.9 KIPS Minimum Final Effective Force .........26.8 KIPS TENDON FINISHING: Conform to PTI Specification Sec. 3.5 "Tendon Finishing." Finishing shall be completed within 3 days of acceptance of stressing records. CUTTING APPROVAL: Excess strand shall not be cut without approval of the Engineer. Transmit complete stressing reports to DCI as soon as possible after stressing has been completed. DCI will promptly review and indicate if culling of tendons is acceptable. If all tendons are within tolerance, the contractor may cut excess strand at their own risk be- fore DCI approval is received. Basic elongation tolerance is t7% from calculated. Out of tolerance tendons will be ap- proved by the FOR on a case by case basis. CUTTING: Conform to PT1 Specification Sec 3.5.1 -General." Tendons may be cot by means of oxyacetylene torch, abrasive wheel or hydraulic shears. When using oxyacetylene cutting do not direct flame toward wedges. Strand length protruding beyond the wedges after cutting shall be between 'A' and %". COATING & CAPPING: Conform to PTI Specification Sec. 3.5.2 "Aggressive Environments." Install the grease -filled plastic caps as soon as possible. STRESSING POCKETS: Conform to PTI Spec. Sec. 3.5.3 "Stressing Pockets.' (1) Preparation: Clean the inside surfaces of the pocket to remove fanana and grease. Coat inside surfaces with a resin bonding agent after cleaning at the contractor's discretion. (2) Fi//as: Fill pockets with non-metallic non -shank grout. Grout shall not contain chlorides or other chemicals delete- rious to the prestressing steel. EMBEDS AND FASTENERS: Embeds and inserts for support of all non-stmctuml elements, mechanical and other equipment shall be cast into the slab. Drilled or powder -driven fasteners will not be permitted except as noted below. Immediately before concrete is placed, the position of tendons shall be marked on the forms with a material which leaves a physical impression on the underside of the slab. Congested areas shall be entirely marked off. Contractor's propsed method of marking tendons shall be submitted and reviewed by the SER and architect before stating con- struction. Note: there may be areas where marking of the slab is not allowed for architectural and or concrete cover away from ncrete markedanchors and te don loco io 5. No anchorswdeodriven eorors shall fastenerseshall bee placed withinmum distance distance qaof l tofive lima sghickness the slab thickness from the face of any column. Exception: Powder -driven fasteners with 5/8-inch maximum embedment maybe installed at any loation on the slab. No reinforcing steel, concrete, or post -tensioning tendons shall be damaged by anchors or fasteners. BRICK VENEER REFERENCE STANDARDS' Conform to: 1) IBC Chapter 14 "Exterior Wails." 2) TMS 402-13/ACI 530-13/ASCE 5-13 "Building Code Requirements for Masonry Structures.", Chapter 12 'Veneer Herein referenced as MSJC. 3) TMS 602-13/ACI530.1-13/ASCE 6-13 "Speaoation for Masonry Structures." Herein referenced as MSJC.7. SUBMITTALS: Submit product specific information on anchor size, type and capacities with corresponding ICC-ESR reports regarding wire ties, sheet metal connector pieces, screws, and expansion anchors to the Architect/Enginer for MATERIALS' 1) BRICK VENEER: Conform to ASTM C216 "Standard Specification for Facing Brick (Solid Masonry Units Made from Clay or Shale)", Grade MW. 2) Mortar: Conform to ASTM C270, Type S, and IBC Section 2103.2 "Mortar." 3) JOINT REINFORCING: Conforms to ASTM A951 "Standard Spedfiation for Steel Wire for Masonry Joint Re- inforcement". All joint reinforcing shall be hot dip galvanized. 4) ANCHORS: Anchor ties shall be the Hohmann & Barnard seismic anchors. Anchor ties shall be adjustable two- piece anchors made of 14 gage or 12 gage galvanized metal ad/or W2.8 (3/16" diameter) galvanized wire that shall be engineered to attach: • to the face of Masonry or concrete with a''/.' expansion bolt or screw anchor for concrete or masonry em- bedded 2" minimum into the concrete or masonry. • to steel stud with two #12 (0.209" diameter) screws per anchor. • to wood stud with two #9 (0.177" diameter) screws per anchor embedded at least 1 '/." into the wood stud. • or at channel slot anchor assemblies with a 305 Dovetail Anchor Slot embedded in the concrete and a 303 SV Seismic Notch Dovetail Anchor. All pars of the veneer anchorage system shall be fabricated of similar metals with similar coatings to reduce the possi- bility of galvanic corrosion occurring. Brick veneer in Seismic Design Category A, 8, and C and all brick veneer not laid in a running bond pattem shall have continuous joint reinforcing of W 1.7 (0.148" diameter) wires at a maximum vertical spacing of 20"oo. Lap wires 10" at splices. Brick veneer in Seismic Design Category D, E and F and all brick veneer not laid in a running bond pattem shall have continuous joint reinforcing of W 1.7 (0.148' diameter) wires at a maximum vertical spacing of 16'oc. Lap wires 10" at splices. Pirtle anchors shall have at least two pintle legs of wire size W2.8 (3/16" diameter) each and shall have an offset not exceeding %" from the horizontal plane of the plate anchored to the structure. Anchors in Seismic Design Category D, E and F shall have a positive mechaniai connection to the continuous wire joint reinforcing in the veneer. Both wire and sheet -metal anchors shall extend into the veneer a minimum of 1%" and shall have a minimum of 5/8" mortar cover on the outside face. All anchors shall adjust 1-'/." up or down to allow for different course heights and shall allow at least 'A" horizontal in - plane and %" vertical in -plane movement to accommodate expansion, contraction, shrinkage and other movement. Coordinate expansion joint locations with the architect prior to erection. Typically, expansion joints should be installed at 24' from comers on one side of the comer, at intersecting walls, at changes in wall height, at changes in wall thickness and at 20' maximum on center. CONSTRUCTION OVER STUDS: When applied over wood or metal stud construction, the studs shall be spaced a maximum of 16 inches on centers and approved paper shall first be applied over the sheathing or wires between studs except as otherwise provided in IBC SSNons 1402-1405. An air space of at least 1-2 inch should be maintained be- tween the backing and the veneer. The air space must be kept free and clear of debris and mortar droppings. POST -INSTALLED ANCHORS (INTO CONCRETE AND MASONRY( REFERENCE STANDARDS: Conform to: 1) IBC Chapter 19 "Concrete" 2) ACI Cha11'BuilingCod Requirements for Structural Concrete" 2BC 4) ACI 530-11/ASCE 5-11/TM3402-11 "Building Code Requirements for Masonry Structures' POST -INSTALLED ANCHORS: Install only where specifically shown in the details or allowed by SER. All post -Installed anchors types and loc0ons shall be approved by the SER and shall have a current ICC-Evaluation Service Report that provides relevant design values necessary to validate the available strength exceeds the required strength. Submit cur- rent manufacturers data and ICC ESR report to SER for approval regardless of whether or not it is a pre -approved an- chor. Anchors shall be Installed in strict accordance to ICC-ESR and the manufacturer's printed installation Instructions (MPH) in conjunction with edge distance. spacing end embedment depth as indicated on the drawings. The contractor shall arrange fora manufacturer's field representative to provide installation training for all products to be used, prior to the commencement of work. Only trained installer shall perform post installed anchor installation. A record of training shall be kept on site and be made available to the SER as requested. Adhesive anchors installed in horizontally or up- wardly inclined orientation shall be performed by a certified adhesive anchor installer (AAI) as certified through ACI CRSI or approved equivalent. Proof of current certification shall be submitted to the engineer for approval prior to corm mencement of installation. No reinforcing bars shall be damaged during installation of post -installed anchors. Specaa inspection shall be per the TESTS and INSPECTIONS section. Anchor type, diameter and embedment shall be as Indi sated on drawings. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 24 2010 City of Tukwila BUILDING DIVISION ECEIVED 07 TUKWILA AUG (0 22US`3 PERMIT CENTER REVISION NO, 4- J 11EV II IE V V EE AUG 24 203 REID MIDDLETON, INC. URBALeg ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 II ",Qfee Og.`- tww,w�. consultant logo s 0000 coca ® 707 W 2nd Avenue Spokane, Washington 99201 P: (509)455-4448 www.da-engineerscom CIVIL / STRUCTURAL ®con" project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 key plan 1 submittals/revisions BUILDING PERMITSET 70.31.i0 FOUNDATION ONLY PERMIT STRUCTURAL RESUBMRTAL STRUCTURAL RE SBUBMITTAL 01.10.18 +gym 0I0018 BPCOORDINATOR 2/1c0%CD SET 03.69.18 ISSUED FORCONSTRUCTION SETA 06.1618 POST BP CORK I TO REV 4 Al ima -drawingtit GENERAL NOTES drawing information DATE 12.06.17 SCALE DRAWN BSD JOB # 17041-0175 copyright woo. INN taulnom rm�m�a-a a�um 'auc°m re sheet number 02 1. ADHESIVE ANCHORS: The following Adhesive -type anchoring systems have been used in the design and shall be used for anchorage to CONCRETE as applicable and in accordance with corresponding current ICC ESR report. Reference the corresponding ICC ESR report for required minimum age of concrete, concrete temperature range, moisture condition, light weight concrete. and hole drilling and preparation require- ments. Drilled -in anchor embedment lengths shall be as shown on drawings, or not less than 7 times the anchor nominal diameter (7D). Adhesive anchors are to be installed in concrete aged a minimum of 21 days, unless otherwise specified in the ICC ESR report. a. HILTI "HIT-HY 200"- ICC ESR-3187 for anchorage to CONCRETE with embedment depth less than or equal to 20 bar diameters b. HtLTt "H1T-RE 500 V3" - ICC ESR-3814 for anchorage to CONCRETE with any embedment depth c. SIMPSON "SET-XP" - ICC ESR 2508 for anchorage to CONCRETE, IAPMO 265 for anchorage to MASONRY d. SIMPSON "SET"- ICC ESR-1772 for anchorage to UNREINFORCED MASONRY Only 2. EXPANSION ANCHORS: The following Expansion type anchors are pre -approved for anchorage to CON- CRETE or MASONRY in accordance with corresponding current ICC ESR report: a. HILTI"KWIK BOLT TZ'-ICC ESR-1917 for anchorage to CONCRETE Only b. SIMPSON 'STRONG -BOLT 2" - ICC ESR-3037 for anchorage to CONCRETE Only 3. SCREW ANCHORS: The following Screw type anchor is pre -approved for anchorage to CONCRETE or MA- SONRY in accordance with corresponding current ICC ESR report: a. SIMPSON "TITEN HD" - ICC ESR-2713 for CONCRETE Only and ICC ESR-1056 for MASONRY Only b. HILTI-KWIK HUS-EZ" -ICC ESR-3027 for anchorage to CONCRETE Only STRUCTURAL STEEL REFERENCE STANDARDS: Confomt to: 1) IBC Chapter22 -"Steel" 2) ANSVAISC 303-10 -"Code of Standard Practice for Steel Buildings & Bridges" 3) AISC -'Manual of Steel Construction". Fourteenth Edition (2010) 4) ANSI/AISC 360-10-"Specification for Structural Steel Buildings" 5) AWS D1.1:2010 -"Structural Welding Code -Steel" 6) 2009 RCSC - "Specification for Structural Joints using High -Strength Bolts" SUBMITTALS: Submit the following documents to the SER for review: (1) SHOP DRAWINGS complying with AISC 360 Sections Wand N3 and AISC 303 Section 4. (2) ERECTION DRAWINGS complying AISC 360 Sections Mtand N3 and AISC 303 Section 4. Make copies of the following documents 'Available upon Request" to the SER or Owner's Inspection Agency in electronic or printed form prior to fabrication per AISC 360 Section N3.2 requirements: (1) Fabricator's written Quality Control Manual that includes, as a minimum: a. Material Control Procedures b. Inspection Procedures c. Non-conformance Procedures (2) Steel 8 Anchor Rod suppliers' Material Test Reports (MTR's) indicating the compliance with speed tio (3) Fastener manufacturer's Certification documenting conformance with the specification. (4) Filler metal manufacturer's product data for SMAW, FCAW and GMAW indicating: a. Product specification compliance b. Recommended welding parameters c. Recommended storage and exposure requirements including baking d. Limitations of use (5) Welded Headed (Shear) Stud Anchors Manufacturers certification indicating the meet specifications. (6) Weld Procedure Specifications (WPS's) for shop and field welding. (7) Manufacturer's Cereficates of Conformance for electrodes, fluxes and gases (welding consumables). (8) Procedure Qualification Records IPQR's) for WPS's that are not prequalified in accordance with AWS. (9) Welding personnel Performance Qualification Records(WPOR) and continuity records contemning to AWS standards and WABO standards as applicable for Washington State projects. MATERIALS: Structural steel materials shall conform to materials and requirements listed in AISC 360 section A3 including. but not limited to: Wide Flange (W), Tee(WT)Shapes...................ASTM A992 Fy = 50 ksi Channel (C) &Angle (L) Shapes ........_........... _. ASTM A36, Fy = 36 ksi Structural Se................_.....,.......,.......,....ASTM A36, Fy=36 ksi High Strength, ai Secure - Square l Bot (HSS).. ASTM A500, Grade 6 Fy = 46 ksi High Strength, Heavy Hex Structural Butts.,,....... ASTM A325/F1852, Type 1 or 3, Plain Washers (Hardened Flat or Beveled). ASTM F436, Grade and Finish per RCSC Table 2.1 Anchor Rods (Anchor Bolts, typical) .................... ASTM F1584, Gt. 36 Welded Headed (shear) Stud Anchors... .. .......ASTM A108- Nelson/TRW 53L Welded Headed Stud (WHS) Anchors ................ ASTM A108- Nelson/TRW H4L Dowel Bar Anchors (DBA) ......_.......................... ASTM A496- Nelson/TRW 02L, Fy=70 ksi STRUCTURAL JOINTS USING HIGH -STRENGTH BOLTS: 1) ASTM A325-N bolts -"threads NOT excluded in the shear plane". 2) High -strength bolted joints have been designed as -BEARING" connections. 3) Provide ASTM Bolt Grade and Type as specified in the Materials section above. 4) Provide Washers over outer ply of slotted holes and oversize holes per RCSC Table 6.1. 5) Provide Nut and Washer grades, types and finishes conforming to RCSC specification Table 2.1. 6) Provide fastener essemblies from a single supplier. 7) Joint Types shall be: a. ST - "Snug Tight', for typical beam end "shear' connections, unless noted otherwise, b. SC - "Slip Critical", where specifically indicated. Provide with Class A Faying surface. 8) install bolts in joints in accordance with the RCSC Specification Section 8 and Table 4.1. 9) inspection is per RCSC Section 9. ANCHORAGE to CONCRETE: 1) SHEAR STUDS on STEEL BEAMS for COMPOSITE CONSTRUCTION: Headed Shear Studs welded to tops of Wide Flange Beams, shall be 3/4" diameter WHS with nominal stud lengths as indicated. Unless noted otherwise, provide minimum shear stud height equal to the (metal deck depth 0 1 %") and a maximum shear stud height that allows for Yr" of concrete cover over the stud. 2) EMBEDDED STEEL PLATES for Anchorage to Concrete: Plates (PL) embedded in concrete with studs (WHS) or dowel bar anchors (DBA) shall be of the sizes and lengths as indicated on the plans with minimum 1/2" dia. WHS x 6" long but provide not less than interior cover or 1 ''/s" exterior cover to the opposite face of concrete, unless noted otherwise. 3) COLUMN ANCHOR RODS and BASE PLATES: All columns (vertical member assemblies weighing over 300 pounds) shall be provided with a minimum of four'/." diameter anchor rods. Column base plates shall be at least thick, unless noted otherwise. Cast -in -place anchor rods shall be provided unless otherwise approved by the Engineer. Unless noted otherwise, embedment of cast -in -place anchor rods shall be 12 times the anchor diameter(12D). FABRICATION: 1) Conform to AISC 360 Section M2 "Fabrication" and AISC 303 Section 6 "Shop Fabrication 2) Quality Control (QC) shall conform to: a. AISC 360 Chapter N "Quality Control and Quality Assurance" and b. AISC 303 Section 8 "Quality Control". a Fabricator and Erector shall establish and maintain written Quality Control (QC) procedures per AISC 360 section N3. d. Fabricator shall perform self -inspections per AISC 360 section N5 to ensure that their work is performed in accordance with Code of Standard Practice, the AISC Specification, Contract Documents and the Ap- plicable Building Code. e. QC inspections may be coordinated with Quality Assurance inspections per Section N5.3 where fabrica- tors QA procedures provide the necessary basis for material control, inspection, and control of the work- manship expected by the Special Inspector. WELDING: 1) Welding shall conform to AWS DM with Prequalhed Welding Processes except as modified by AISC 360 sec - Son J2 and AISC 341 as applicable. Welders shall be qualified in accordance with AWS 01.1 WABO, require- ments. 2) Use 70ksi strength, low -hydrogen type electrodes (E7018) or E71T as appropriate for the process selected. 3) Welding of high strength anchor rods is prohibited unless approved by Engineer. 4) Welding of headed stud anchors shall be in accordance with AWS D1.1 Chapter 7 "Stud Welding". ERECTION: 1) Conform to AISC 360 Section M4 "Erection" and AISC 303 Section 7 "Erection". 2) Conform to AISC 360 Chapter N "Quality Control and Quality Assurance and AISC 303 Section 8. a. The Erector shall maintain detailed erection quality control procedures that ensure that the work is per- formed in accordance with these requirements and the Contract Documents. 3) Steel work shall be carried up We and plumb within the limits defined In AISC 303 Section 7.13. 4) High strength bolting shall comply with the RCSC requirements including RCSC Section 7.2 "Required Testing-, as applicable and AISC 360 Chapter J, Section M2.5 and Section N5.6. 5) Welding of HEADED STUD ANCHORS shall be in accordance with AWS D1.1 Chapter 7 "Stud Welding. 6) Provide Headed (Shear) Stud Anchors welded through the metal deck to tops of beams denoted in plans. 7) The contractor shall provide temporary bracing and safety protection required by AISC 360 Section M4.2 and AISC 303 Section 7.10 and 7.11, PROTECTIVE COATING REQUIREMENTS' 1) SHOP PAINTING: Conform to AISC 360 Section M3 and AISC 303 Section 6.5 unless otherwise specified by the project Architect. 2) INTERIOR STEEL: a. Unless noted otherwise, do not paint any of the steel surfaces meeting the following conditions: • Concealed by the interior building finishes, • Fireproofed, • Embedded in concrete, • Specially prepared as a laying surface" for Type -SC "slip -critical" connections including bolted connec- tions that form a part of the Seismic Force Resisting System governed by AISC 341 unless the coating conforms to requirements of the RCSC Bolt Specification and is approved by the Engineer. • Welded; if area requires painting, do not paint until after weld inspections and non-destructive testing requirement, deny, are satisfied. b. Interior steel, exposed to view, shall be painted with one coat of shop primer unless otherwise indicated in the project specifications. Field touch-ups to match the finish coat or as otherwise indicated per project Archi- tect. 3) EXTERIOR STEEL: Exposed exterior steel shall be protected by either: a. Paint with an exterior mule -coat system as per the project Architect. Field touch-up painting shall be per the project Architect. b. Galvanizing: Umess protected with a paint system, exposed steel (outside the building envelope) shall be hot -dipped galvanized, where noted on the plans or othenviee indicated by the finishes specified by the Archi- tect. Apply field touch-ups per project Architect. 4) Steel need not be primed or painted unless noted otherwise on the drawings or in the project Architect. Conform to AISC 360 Section M3 and AISC 303 Section 6.5 unless a multi -coat system is required per the project specifi- cations. COLD -FORMED STEEL FRAMING REFERENCE STANDARDS: Conform to: (1) AISI S100.12 "North American Specification for the Design of Cold -Formed Steel Stmctural Members" (2) AISI S200-12 "North American Standard for Cold Formed Steel Framing - General Provisions" (3) AISI S210-07 "North American Standard for Cold Formed Steel Framing - Floor and Roof System Design" (4) AISI 5211/07/51-12 "North American Standard for Cold Formed Steel Framing - Wall Stud Design" (5) AISI S212-07/81-12 "North American Standard for Cold Formed Steel Framing - Header Design" (6) AISI 5213-07/51-09 "North American Standard for Cold Formed Steel Framing - Lateral Design" (7) AISI 9214-12 "North American Standard for Cold Formed Steel Framing - Truss Design" (8) AISI S220-11 "North American Standard for Cold Formed Steel Framing - Nonstructural Members" (9) AMC C "Wall and Ceiling Standards" Sec. 9.8 "Exterior Steel Studs Wall Systems." (10)AWS D1.3 "Structural Welding Code - Sheet Steel.' MATERIALS: Structural Sections Sheet Metal Screws Fasteners to Steel Fasteners to Concrete Weld Material 54, 68 and 97-mil; ASTM A653, SS Grade 50 or ASTM A1003 Grade 50, Min Fy=50 KS' 33 and 43-mil; ASTM A653, SS Grade 33. or ASTM A1003 Grade 33, Min Fy=33 KSI Grabber or Buildex Sed-Drilling, #t0 screws unless noted otherwise on drawings; ASTM C1513 or SER approved altemate Hiiti X-U Power Actuated Fasteners - ICC ESR-2269 Hilti X-U Power Actuated Fasteners with embedment-ICC ESR-2269 E60XX electrodes conforming to AWS 01.3 Studs and Track shall be galvanized In accordance with ASTM A653, G60, unless in contact with pressure treated wood. If in contact with pressure treated wood, use G90 or greater coatings. Fastenings not shown on the drawings shall be as recommended by the manufacturer. SIZE AND PROFILE: Cold -formed steel framing members shall be as specified in the Steel Stud Manufacturer's Associ- ation ICC Evaluation Report ESR-3064P and of the StZe and profile as shown on the drawings Alternate members equw- alenl in shape, size, and strength by manufacturers not members of the Steel Stud Manufacturer's Association shall be subject to review and approval by the Architect / Engineer. CONNECTORS and FASTENERS: Connectors shall be installed per the manufacturer's instructions. All screws shall be snug with the steel surface and shall penetrate into steel studs by a minimum of three exposed threads. Connections shall not be stopped. Screws shall be installed a minimum of 3/8" from steel edges and with no less than o.c. spac- ing. When fastening to steel, Powder Actuated Fasteners shall be Installed a minimum of 1/2" from steel edges and with no less than 1" o.c. spacing. When fastening to concrete, Powder Actuated Fasteners shall be Installed a minimum of 3" from concrete edges and with no less than 4" o.c, spacing. Powder Actuated Fasteners shall not be used for hanging applications. FULL -HEIGHT NON -LOAD -BEARING STUD WALLS: Full height stud walls shall be attached to concrete slabs above with deflection track to allow for differential vertical floor deflections under live loads. Maintain fir" gap between top of studs and slab unless noted otherwise on plan. MEMBER CONDITION: All structural cold -formed framing members must be in good condition. Damaged members, members with cracking in the steel at the bend radius locations, and members with significant red misting or scaling of the protective coating are unacceptable and must be replaced, unless approved by the SER. Members not meeting tol- erances listed below shall be replaced prior to loading. ERECTION and TOLERANCES: Cold -formed steel framing shall be erected true and plumb per the requirements and within the specified tolerances listed below. For purposes of this section, camber is defined as the deviation from straightness of a member or any portion of a member with respect to its major axis, and sweep is defined as the devia- tion from straightness of a member or any portion of a member with respect to its minor axis. • For joists, track, and axial load bearing studs, out of plumbness and out of straightness (camber and sweep) shall not exceed 1/1000'" of the member length (118" over 10,0"). • Erect framing in accordance with manufacturers instructions. • Studs shall seat into top and bottom tracks. The gap between the end of the stud and the web of the track shall not exceed 1/16° for axial load bearing studs. • Joists and end stiffeners shall be located directly over studs. The use of a wall lop track as a load distribution member is not permitted. FIELD CUTS AND NOTCHES: Field cots and notches of any kind (including widening pre -punched holes) are NOT al- lowed in any structural cold -formed steel member without prior approval from SER. PERMANENT WALL BRACING AND BRIDGING: Double flat strap or channel bridging es specified on the structural drawings shall be installed at 4'-0" oc maximum unless noted otherwise on the plan notes or bridging details and con- nected prior to loading studs. Bridging anchorage design to be based on "All Steel Design" (mechanically braced) or "Sheathing Braced Design" per AISI S211. TEMPORARY BRACING: Reference "Temporary Shoring, Bracing" in the "General Requirements" section above. STEEL STAIRS REFERENCE STANDARDS: Conform to: 1) IBC Chapter 10 - "Means of Egress", IBC Table 1607.1 2) NAAMM -"Metals Stairs Manual° 3) ANSVAISC 360-10--Specification for Structural Steel Buildings" 4) AISI S100-12 - "North American Specification for the Design of Cold -Formed Steel Structural Members" 5) AWS 01.1:2010--Structural Welding Code Steel" 6) AWS 01.3:2008-"Structural Welding Code - Sheet Steel" SUBMITTALS: Steel stairs are to be prepared by a SSE. Reference DEFINITIONS and DEFERRED SUBMITTALS above. Submit structural calculations and shop drawings (component design drawings) stamped by a professional Struc- tural Engineer registered in the state of Washington. MATERIALS: Structural WF Shapes.....__.........................._.....ASTM A992 Steel Channels, Angles, Plates 8 Bar._.._......._..ASTM A36 .....ASTM A36 or A307 Botts................_...................................................ASTM A325N A307, Welds, Structural Steel ..._.__............_................AWS D1.1 Welded Headed Studs (WHS)..........._................ASTM A108, AWS 81.1 STRUCTURAL REQUIREMENTS: (1) Scope: Include treads, risers, stringers landings. railings and all connections mcktding connections to the primary structure unless noted otherwise. All inserts required for attachment to the primary structure shall be designed and provided by the stair supplier. (2) Loads: Stair treads shall be designed for 100 PSF live load or a 300 Ib. concentrated load placed to produce maxi- m stress, whichever controls. Stingers and landings shall be designed for 100 PSF live load. Live load deflec- tion shall not exceed 1/360 of the span. The stair assembly and attachment to the main structure shall be de- signed for lateral loads per IBC Chapter 16. (3) Railings: The completed handrail, guardrail, and supporting structure and their connections shall be designed to resist loads as specified in IBC Section 1607.8. ARCHITECTURAL REQUIREMENTS: Conform to shape and configuration shown on the architectural drawings. Consult the project specifications for additional information. All steel shall be painted per project Architect with one coat of stand- ard shop primer unless noted otherwise on the drawings or in the specifications. WOOD FRAMING REFERENCE STANDARDS: Conform to: (1) IBC Chapter 23-WOOD" (2) NDS - "2015 National Design Specification (NDS) for Wood Construction" (3) ANSI/AF&PA -SDPWA-15: Special Design Provisions for Wind and Seismic (4) APA 0510C-12 Plywood Design Specification (5) APA Report TT-045B "Minimum Nail Penetration for Wood Structural Panel Connections Subject to Lateral Loads" SUBMITTALS: Submit shop drawings to the Architect/Engineer for review. Shop drawings shall include member size, spacing, camber, material type. grade, shop and field assembly details and connections, types and location of bolts and other fasteners. Supply shop drawings for the following: (1) Glued laminated members (2) PSL members (3) LSL members (4) Parallel Wood I Joists (Solid web -wood joists) (5) Panelized wood walls & connection details (6) Wood Tie -Down Systems DEFERRED SUBMITTALS: Submit product data and proof of ICC approval for framing members and fasteners that have been designed by others. Submit calculations prepared by the SSE in the state of Washington for all members and con- nections designed by others along with shop drawings. All necessary bridging, blocking, blocking panels and web stiffen- ers shall be detailed and furnished by the supplier. Temporary and permanent bridging shall be installed In conformance with the manufacturers specifications. Deflection limits shall be as noted under DEFFERRED SUBMITTLALS section specific details. Products included are: • Solid web wood foists (I -joists) • Wood Tie Down Systems: Continuous rod hold-down systems, with take-up devices, shall be as speck fled. Take-up devices are required at each framing level. Additional framing members shall be provided per the system requirements. Refer to details and loading on the structural drawings. )DENTIFICATION: All sawn lumber and pre -manufactured wood products shall be identified by the grade mark or a cer- tifioate of inspection issued by the codifying agency. MATERIALS: • Sawn Lumber: Conform to grading rules of W WPA, WCLIB or NLGA and Table below. Finger jointed studs ac- ceptable at interior walls only. TABLE of SOLID SAWN LUMBER Member Use Size Species Grade Wall Stud 2x4, 2x6 Doug Fir Larch No.2 Sill Plate 2x4. 3x4, 2x6, 3x6 PT Doug Fir Larch No.2 Post 4,8 4x8 Doug Fir Larch No. 2 Floor or Roof Joist 2x6 through 2x12 Doug Fir Larch No. 2 Post or Timber 6,6, 6x8 Doug -Fir Larch No.1 • Wood Structural Sheathing (Plywood): Wood APA-rated structural sheathing includes: all veneer plywood, oriented strand board, waferboard, particleboard, T1-11 siding, and composites of veneer and wood based material with T&G joint Architect may disallow OSB. Confirm with Architect. Conform to "Construction and Industrial Ply- wood" based on Product Standard PS 1-09 by the U.S. Dept. of Commerce, and "Performance Standard for Wood - Based Structural -Use Panels" based on Product Standard PS 2-10 by the U.S. Dept. of Commerce and "Plywood Design Specification' based on APA D510C-12 by the American Plywood Association. Unless noted otherwise, sheathing shall comply with the following table: TABLE of SHEATHING - Use, Minimum Thickness and Minimum APA Rating Location Thickness Span Rating Plywood Grade Exposure Floor 23/32"T&G 240C STURD-I-FLOOR Walls 15/32" 32/16 GD Roof 19/32' 40/20 C-0 Unless noted otherwise on drawings, install roof and floor panels with long dimension across supports and with panel continuous over two or mom spans. End joints shall occur over supports. • Timber Connectors: Shall be -Strong Tie" by Simpson Company as specified in their latest catalog. Alernate con- nectors by other manufacturers may be substituted provided they have current ICC approval for equivalent or greater load capacities and are reviewed and approved by the SER prior to ordering. Connectors shall be installed per the manufacturer's instructions. Where connector straps connect two members, place one-half of the nails or bolts in each member. Where straps are used as hold-downs, nail straps to wood framing just prior to drywall appli- cation, as late as possible in the framing process to allow the wood to shrink and the building to settle. Premature nailing of the strap may lead to strap buckling and potential finish damage. Where connectors are in exposed exterior applications in contact with preservative treated wood (PT) other than CCA, connectors shall be either batch hot -dipped galvanized (HDG), mechanically galvanized (ASTM 8695, Class 55 minimum) stainless steel, or provided with 1.85 oz/sf of zinc galvanizing equal to or better than Simpson ZMAX finish. Nail straps to wood framing as late as possible in the framing process to allow the wood to shrink and the building to settle. Premature nailing of the strap may lead to strap buckling and potential finish damage. • Fasteners (nails bolts screws, etc) attaching timber connectors (joist hangers, post caps and bases, etc) to PT wood shall have similar corrosion resistance properties (matching protective treatments) as the protected connect- or. Fasteners (nails, bolts, screws, etc) attaching sawn timber members or sheathing (shear walls) to PT wood shall be corrosion resistant; nails and lag bolts shall be either HOG (ASTM A153) or stainless steel. Verify the suit- ability of the fastener pmtect'Ncoating with the wood treatment chemical manufacturer/supplier. Provide washers under the heads and nuts of all bolts and lag screws bearing on wood. • Lag Bolts/Bolts: Conform to ASTM A307 and IBC Section 2304.10. • Nails and Staples: Conform to ASTM F1667 and IBC Sections 2303.6 and 2304.10, Engineered Wood Products (TmsJoistl: The following materials are based on lumber manufactured by TrusJoist and were used for the design as shown on the plans. Altemate products by other manufacturers may be substitut- ed provided they have current ICC approval for equivalent or greater bad and stiffness properties and are re- viewed and approved by the Structural Engineer prior to ordering. a. Parallel Strand Lumber (PSL(: Conform to ICC E5 Report No. ESR-1387 or CCMC Report No. 11161-R. b. Laminated Strand Lumber (LSI: Conform to ICC ES Report No. ESR-1387 or CCMC Report No. 12627-R. TABLE of ENGINEERED WOOD Requirements Type Use Widths Elto") Fb Fe Fell PSI PSI PSI PSI LSL Rimboard Rimboard or Stair 1 Yr" 1,3E 1,700 425 1,835 Stringer Timberstrand LSL Header, Beam or C01- n09"depth 3 %" 1.3E 1,700 424 1.835 Timberstrand LSL Rimboard,Headeror 110 3'/:' 1.55E 2,325 310 2.170 Beam a 9" depth Timberstrand LSL Wail Stud 2x4 & 2z6 1 X" 1.3E 1,700 425 1,835 Wall Stud>2x6 1Yr" 1.5E 2,525 505 2,105 Parallam PSL Header, Beam 3 W. 5'h", 7" 2.0E 2,900 290 2,900 NAILING REQUIREMENTS: Conform to IBC Section 2304.10 "Connections and fasteners." Unless noted on plans, nail per Table 2304.10.1, Nailing for roof/floor diaphragms/shear walls shall be per drawings. Nails shall be driven flush and shall not fracture the surface of sheathing. Altemate nails may be used but are subject to review and approval by the Structural Engineer. Substitution of staples for the nailing of rated sheathing is subject to review by the structural engi- neer prior to construction. STANDARD LIGHT -FRAME CONSTRUCTION: Unless noted on the plans, construction shall conform to IBC Section 2308 "Conventional Light -Frame Construction." MAILERS ON STEEL COLUMNS and BEAMS: Wood 3x milers are generally required on all HSS columns and steel beams abutting or embedded within wood framing. Unless noted otherwise, attach with 5/8" diameter bolts or welded studs at 16" on centers. Wood milers on beams supporting joist hangers shall not overhang the beam flange by more than %" unless as specified on plan, WOOD SHRINKAGE AND EXPANSION' Wood materials will expand or contract based on relative changes in moisture. The contractor is responsible for means and methods of construction related to mitigating and managing the effects of changes in moisture. Structural design has taken into account the effects of shrinkage. MOISTURE CONTENT: Wood material used for this project shall have maximum moisture content of 19% except for the pressure -treated wood sill plate. Refer to TESTING & INSPECTIONS for the 004000lion of these limits. The maximum moisture content required may be less than 19% when based on a particular deriding/insulation system. Refer to the Architect's drawings, and project specifications. or with cladding Installer for maximum recommended moisture content. SHRINKAGE COMPENSATION FOR MECHANICAL ELECTRICAL AND PLUMBING SYSTEMS: MEP systems, in- cluding ductwork, pipes, and other elements that ran continuously between levels shall be installed/designed in such a manner to accommodate shrinkage in the wood framing. Wood shrinkage amounts will vary depending on the construc- tion process and materials used. The anticipated shrinkage under typical conditions is expected to range between 1/8" and 1/4" per floor. CLADDING COMPATIBILTY: The Architect/Owner shall review the cladding and insulation systems proposed for the project with respect to their pertonnance over wood studs with moisture contents greater than 19%. EIFS systems should be avoided on wood -framed projects due to problems with moisture proofing. PRESERVATIVE TREATMENT (PT): Wood materials that are required to be "treated wood" in accordance with IBC Sec- tion 2304.12. "Protection Against Decay and Termite Protection" shall conform to the appropriate standards of the Ameri- can Wood -Preservers Association (AWPA) for sawn lumber, glued laminated timber, round poles, wood piles and marine piles. Follow American Lumber Standards Committee (ALSO) quality assurance procedures. Products shall bear the ap- propriate mark. Fasteners or anchors in treated wood shall be of stainless steel or hot -dipped galvanized or as per IBC 2304.10.5. Mud sill plates in normally dry interior applications may be treated with Sodium Borate (DOT - Disodium Octaborate Tet- rahydrate) as recent studies have noted less connector corrosion potential than other available wood treatments or the original CCA treated sill plates. Wood treated with Sodium Borate shall be protected during shipment, storage and instal- lation to minimize leaching of the water-soluble preservative from the lumber. Sodium borate pressure treated plates do not require hot -dipped galvanized connectors. If using sill plates other than CCA or sodium borate, fasteners must be hot dipped galvanized or stainless steel. Fasten- ers (nails, bolts, screws, washers & lag screws) attaching timber connectors (joist hangers, post caps and bases, etc) to PT wood shall have similar corrosion resistance properties (matching protective treatments) as the protected connector; that is, use hot dipped galvanized or stainless steel fasteners. Fasteners (nails, bolts, screws, washers 8 lag screws) attaching sawn timber members or sheathing (shear walls) to Pressure Treated wood shall be corrosion resistant (hot dipped galvanized or stainless steel). Always verify the suitability of the fastener protection/coating with the wood treatment chemical manufacturer/supplier. Fire Retardant Treated (FRT) Wood: Wood material that is required to be Fire Retardant Treated Wood to conform to 18C section 2303.3 - "Fire Retardant Treated Wood." Submit ICC report to FOR for review and approval prior to con- struction, REVIEWED FOR CODE COMPLIANCE APPROVED AUG 24 201E City of Tukwila BUILDING DIVISION REOEi`:EC C:TY OF TUKW ILA AUG' S62010 PERMIT CENTER REVISION TOEVD EWI AUG 24 2013 REID MIDDLETON, INC. URBAL el ARCHITECTURE U(BANIRUNAL 1938 Fairview Avenue East SUITE too Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 ce "iF , ..gin 3'S ONAL4G�G" consultant logo I r. mroxas+" e Cra rQ / fNweGG Ge 707 W 2nd Avenue Spokane, Washington 99201 PC(50)19)) 455-4448 www.dci-engineers.mm L / STRUCTURAL ®COP aNagn¢Rewrae project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submittals/revisions BUILDING PERMIT SET tSe1,171 FOUNDATION ONLY PERM B Ff i2.06,17' STRUCTURALRESUBMITTAL St 11.18.171 STRUCTURALRESUBMIRAL 52 01.10.16 STRUCTURAL BM SET Bi 02.02.18 BPCOORDINATION2/t00%CD SET 03.09.1E ISSUED FOR CONSTRUCTION SET/\ 0915.18 POST BPCORR. 1 TO REV 4 5 08,15.18 drawing title GENERAL NOTES drawing information DATE 12.06.17 SCALE ID BSD JOB # 17041-0175 copyright pamilecm�i.,mamr.V"`ara,w,mn8, pN aeu hi urn Mesa. •,.wmwirs puc°m sheet number• •3 SPECIAL INSPECTIONS The following Statement and Schedules of Inspections are those Special Inspections and Tests that shall be per- formed for this project, Special Inspectors shall reference these plans and IBC Chapter 17 for all special inspec- tion requirements. The owner shall retain a WABO accredited Special Inspections agency to provide special inspections for this project Special Inspectors shall be qualified persons per IBC1704.2.1. Special inspection reports shall be provided on a weekly basis. Submit copies of all inspection reports to the ArchiteotfEngineer and the Authority Having Jurisdiction for review. In addition to special inspection reports and tests, submit reports and certificates noted in IBC 1704.5 to the Authority Having Jurisdiction. Final special inspection reports will be required by each special inspection fine per IBC 1704.2.4. STATEMENT OF SPECIAL INSPECTIONS: This statement of Special Inspections has been written with the understanding that the Building Official will: - Review and approve the qualifications of the Special Inspectors - Monitor the special inspection activity on the project site to assure that Special Inspectors are qualified and performing their duty as state within this statement- - Review all Special Inspection Reports submitted to them by the Special Inspector - Perform inspections as required by IBC Section 110.3. The following Special Inspections are applicable to this project: Special Inspections for Standard Buildings (per IBC 1706.1) REQUIRED - Special Inspections for Seismic Resistance (per IBC 1705.12) REQUIRED - Testing for Seismic Resistance (per IBC 1705.1) NOT REQUIRED Special Inspections for Wind Resistance (per IBC 1705.11) NOT REQUIRED SPECIAL INSPECTION OF SHOP FABRICATED GRAVITY LOAD -BEARING MEMBERS AND ASSEMBLIES: Special inspection of shop fabricated Gravity Load Bearing Members & Assemblies shall be verified by the Special Inspector as stated in Section 1704.2.5. STRUCTURAL STEEL per IBC 1705.2,7, A qualified Special Inspector of an "approved agency" providing Quality Assurance (QA) Special Inspections for the project shall review and confirm the Fabricator and Erector's Quality Control (QC) procedures for completeness and adequacy relative to AISC 360 10 Chapter N AISC 303-10 Code of Standard Practice AWS Di 1-2010 Structural Welding Code and 2015 IBC code requirements for the fabricators scope of work o QA Agency providing Special Inspections shall provide personnel meeting the minimum qualification re- quirements for Inspection and Nondestructive Testing NDT per AISC 360-10 Section N4. o Verify Fabricator and Erector QC Program per AISC 360-10 Section N2, o Inspection of welds and bolts by both QC and QA personnel shall be per the Schedule of Special Inspec- tions below. All provisions of AWS D1.1-2010 Structural Welding Code for statically loaded structures shall apply. o Nondestructive Testing (NDT) of welds: • Non -Destructive Testing (NDT) of welded joints per AISC 360-10 N5.5 • Risk Category for determination of extent of NDT per AISC 360 N5.5b is noted in the Design Criteria and Loads section of these General Requirements, • NOT performed shall be documented and reports shall identify the tested weld by piece mark and location of the piece. • For field work, the NDT report shall identify the tested weld by location in the structure, piece mark and location of the piece. o Additional Inspection tasks per AISC 360-10 Section N5.7. o Inspection for Composite Construction shall be done per AISC 360-10 Section N6. POST -INSTALLED ANCHORS TO CONCRETE AND MASONRY: shall comply with IBC Section 1703. Inspections shall be in accordance with the requirements set forth in the approved ICC Evaluation Report and as indicated by the design requirements specified on the drawings. Refer to the POST INSTALLED ANCHORS section of these notes for anchors that are the basis of the design. Special inspector shall verify anchors are as specified in the POST IN- STALLED ANCHORS section of these notes or as otherwise speed on the drawings. Substitutions require approv- al by the SER and require substantiating calculations and current 2015 IBC recognized ICC Evaluation Services (ES) Report. Special Inspector shall document in their Special Inspection Report compliance with each of the elements required within the applicable ICC Evaluation Services (ES) Report. PREFABRICATED CONSTRUCTION: All prefabricated construction shalt conform to IBC Section 1703. GROUND IMPROVEMENT SYSTEMS- Special Inspection shall be provided per IBC 1705.1 as required by the building official. SCHEDULES OF SPECIAL INSPECTIONS: TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS TYPE CONTINUOUS SPECIAL INSPEC- TION PERIODIC SPECIAL IN- SPECTION maanrevom04r,arboanna pasbW - X z. 17ey enenavere rmaonm - X la on t marenau and rasunaa m. _ X 4. Verry,m orpropnmuaaala aenruasaq moma,a comp X 5_ smpma0a awrRy0�aisnucre.SOv,0e' pared Prom - X TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION TYPE CONTINUOUS SPECIAL IN- SPECTION PERIODIC SPE- CIAL INSPEC- DON REFERENCED STANDARD IBC REFER - ENCE ,E. oboe. ma yea,' _ x ACI 3 zCh. s�ie s5iz 1so64 elAmmao ,g b. impact alnple pass me cIn mm,auerweles x x _ AWS MX ACI 2. 26.6.4 ebespect ancho, .um concrete - % ACI 310: 17.8.2 b stiaaann,mmnw nrea ma.a X X ACI 318: 17.8.2.4 ACI 31e. 17.8.2 9 w.,e.or required design mix X 0S 110: Cn. t9, 1908.1.1908X.19083 2, amperomrea ecomei X ASTM C172 ACI 3. 26.12 1908.10 a. arerea,d rcbm,quea - X ACI 318 26.53- s 5 1908.9 _ X ACI 31.26,1e2 - to.tion.tltliMen same- X ACI 218: 26.11.12(b) - REQUIRED SPECIAL INSPECTIONS OF WOOD CONSTRUCTION TYPE CONTINUOUS SPECIAL IN- SPECTION PERIODIC SPE- CIAL INSPEC- TION REFERENCED STANDARD aa6,IoaaN awtamiaroner„,,,otthamasmngoana, oArg proparbaam pate c ryna0 a„n Warewashe,z r,axoi ITBS) io romN @n Rod red. 9 °" naawm SI, Con j. pana ease Nang red a,aa % [BC Section [IBC Section .1z2) 5.. Moisture Come. or wood rends, plates, beams, backing. am IM,pa % MINIMUM REQUIREMENTS FOR INSPECTIONS OF STRUCTURAL STEEL CONSTRUCTION INSPECTION TASKS QC QA REFERENCED STANDARD INSPECTION TASKS PRIOR TO WELDING avaaabe cede a ,scans (va+ss) p p ASO 36,10 TABLE N5.4-1 run s mr wadi P p AISC 36,10 TABLE NS a-1 3. Matenal laenM,0BEon (type/grade) 0 0 AISC 360-10 TABLE N5.4-1 4. WNtler ....ion y 0 0 AISC 360.10 TABLE N5.4-1 5.Zr of groove 65 ,aluaing pint gem- • Joint re pfella ent. mot oponma. ro . .aa�tl,w ss (w)naMon w pars swiw ( rtre gassy and • - )1, and m(n appmna) 0 0 AISC 360-10 TABLE N5.4-1 e. Coin mvaesshoka 0 0 AISC 360-10 TABLE N5.4-1 Fit, fl1 2. Ernns(al0400,00apsm m sss (<ona:un a steel sumac- • rg (tack wen quanty and tom- wn;, I O 0 AISC 360-10 TABLE N54-1 8.0heaweldine equipment O - AISC 366-10 TABLE N541 INSPECTION TASKS DURING WELDING 1.1.V adw00en O O AISC 360-10 TABLE N5.4-2 a handling arwelding consume ing ••1044 sure contra 0 0 AISC 360.10 TABLE N5.4-2 3.No casing over cracked lack wvas 0 0 AISC 360-10 TAKE N5.4-2 i. co . 0 0 AISG360.10 TABLE N54-2 .1,svel speed s VP..ew,e,e t amaals pplied maIempar.rtr mamtairnmar xi as stoic Pe.. (F, v, x, ox) O O AISC 360-10 TABLE N5.4-2 6 O O AISC 360-10 TABLEN6.4-2 INSPECTION TASKS AFTER WELD)ING t. wee,,ckanea 0 0 AISC 360.10 TABLE N6,4-3 2.6... 9 mmcona of wens P P AISC 360-10 TABLE N5,a-3 °n •Weld sin P P MSC 360-10 TABLE N6.4-3 4.A,cstnk4 P P MSC360-10 TABLE N5.4-3 s. x-area P P AMC 360-10 TAKE N5.4-3 urea tree and weld tabs removed(rt P P AISC360-10 TABLE N54a 7.neparawwtles P P AISC 360.10 TAKE N5.4-3 a)am«memrerpm orretecti°nmwewaa P p AISC 360-10 TABLE N6.4-3 INSPECTION TASKS PRIOR TO BOLTING fasta„ermmenas au°ns awiaaetor 0 P AISC360-10 TABLE N5,6-1 ,aremon Ina[ro0an4000AS1M 0 0 AISC 36o10 TAKE N6.6-1 era .(rve m,=?mreae = n.roaea+,om8 Pa,a) 0 0 AISC 350-10TABLE N5.6-1 aeau gp'°edaurn edmrto,nt 0 0 AISC 360-10 TAKE N6.6-1 Tact maetapnpleaberegpIli 0 0 AISC 360.10 TABLE N5.6-1 ton:, omeets a400.0 sXmbli 7 0 AISC 000.16 TAKE rvs.s-t wezranaane mnertape:am win ns 0 0 AISC 360-10 TABLE N5.6-1 INSPECTION TASKS DURING BOLT- ING re of are sub as 00070,u,rea) 0 0 AISC360-10 TABLE N5.6-2 o e ratansmnn o euar rc,tMon prior 0 0 AISC360-10 TABLE N5.6-2 corers, ve.adfm 0 0 AISC 360-10 TAKE N6.6-2 Ile RGSspear mdpm. Mad fro o 0 0 AISC 360.t0 TABLE N6.6-2 INSPECTION TASKS AFTER BOLT- ING ovmance or rejection of bolted p P AISC 360-10 TABLE N5.6.3 INSPECTION OF STEEL ELEMENTS OF COMPOSITE CONSTRUCTION PRIOR TO CONCRETE PLACEMENT 1.Pacemenl and Insmamn of star deck P P MSC 36010 TABLE N6.1 pus,,coon ann,on a ilal neoaea P P AISC 360-10 TABLE NBA stamens acceptance or retecwn a peel P P MSC 360.10 TABLE N6.1 ,Term m0,0000 bollea mnnMlan. 020.000,600 e. REQUIRED SPECIAL INSPECTIONS AND TESTS OF MASONRY CONSTRUCTION LEVEL A MINIMUM SPECIAL INSPECTION Prior to construction, verify certificates of compliance used in masonry construction REVIEWED FOR CODE COMPLIANCE APPROVED AUG 24 2610 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUK'oVILA AUG i 6 2016 PERMIT CENTER REVISION NO, Q- gEVOEWE D AUG 24 202 REID MIDDLETON, INC. U-BALO ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East suns too Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 t. to consultant logo s11 ire I . r100134. ~a® 707 W 2nd Avenue Spokane, Washington 99201 Pi (509) 455-4448 w,vw.tld.engineers.com CIVIL / STRUCTURAL Scan ARON flesertetl project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILO, WA98188 key plan submittals/revisions BUILDING PERMIT SET 10.31.17 FOUNDATION ONLY PERM R F1 12.06,17 STRUCTURALRESUBMITTAL Si 12.15.17 STRUCTURAL REMITTAL S2 01.10.18) STRUCTURPLOID SET /tl'\ 02.02.18j BP COORDINATION 2I 100°b CD SET .09181 ISSUED FORCONSTRUCTION SET/ 06.15.18 �� POST BP CORR. 1 TO REV 4 l"\ 06.15.1IR drawing title SPECIAL INSPECTIONS drawing information DATE 12.06.17 SCALE DRAWN BSD JOB# 17041-0175 copyright e0Msbawat,e mperN,.•t enu C come mmmmewdrvnlmamann Imew,um re«c. sheetnumber .4 __ 1 1B 28 6B 78 88 98 108 4 118 12B HSS6x6x TYP AT VENEER 550S162-54@16'0C STUD WALL HSS6x6x1/4 W/ BP 1/2' PE 1053.02 NATCHLINE PERS1 �10 12"CONC I/ALLW/#5 VERT 01 2fOC EF & #5 HORIZ @ 2"OC EF e@F-30"DP THKND SLAB •-00$20043 Pt24'OC TYP AT EXT, UNO STL STAIR PER SUPPLIER t EN T"� VENE 12" CONC WALL W/ #5 VERT @12'0C EF & #6 HORIZ@12"0C EF& ADDL#6 VERT DOWEL t_ @12"OCEFPERI2/53Ot 36"DP THKND SLAB THKND SLAB IE F20 0 TOP REINFORCING SCHEDULE 11) MARK 1T QUANTITY REINFORCING #5 LENGTH SPACING 12'0C REMARKS W/ STD HOOK, TYP AT SLAB EDGE TYP AT E INT COL P AT STUD CC1 9" Fzo 5301 60 EO E0 F' F20 2 --------------- 600S200-43 821104, 100052000603 & .'"Oe, TYP AT EXT, UNO TYP AT E5 WAL TYPE 12" CONC WALL W/#5 VERT @ 12"0C EF & #5 HORi2 @ 8"OC EF & ADDL #5 VERT DOWEL @ 12"OC EF PER 12/S3.01 16' CONC MAT SLAB ON GRADE PER PLAN NOTES T/SLAB = 2680" 64"DP THKND SLAB A 0"DP THKND SLAB 22"DP THKND SLAB 12" CONC WALL W/ #5 VERT @ 12 0C EF & #5 HORIZ @ t Y0C EF & ADDL #5 VERT DOWEL @ 12"0C EF F ER 12/S3.01 A T/FTG -91/4' 5'-0 1/4' CONC TOPPING SLAB W/ [i4 @16'0C CTRD CENTER AT TOWER CRANE FTG -84"DP T IKND SLAB r,.---20"DPTHKND SLAB 1 CJ TOP AND BOTTOM REINFORCING SCHEDULE m (2) MARK QUANTITY REINFORCING LENGTH SPACING REMARKS 1TB 2 #5 CONT 4'0C TYP AT UNSUPPORTED SLAB EDGE 2T 85 12'-0' 24.0C CTRD OVER WALL 2TB #5 TYP AT OPENING PER 1/5401 10'0 6'OC W/ 2'0 STAGG, W/ STD HOOK AT SLAB EDGE 3TB #5 10'-0" 12°OC W/2'A' STAGG, W/ STD HDOK AT SLAB EDGE 4T 10 10'-0' 6°OC W/2'-0" STAGG, W/ STD HOOK AT SLAB EDGE 4TB #10 4'0C LENGTH PER PLAN 5T 12 #5 10'-0° 6'0C W/2'-0° STAGG, W/ STD HOOK AT SLAB EDGE 5T8 2 #9 32=0' 4'0C 6T 7T #0 #8 12'0C 6'OC LENGTH PER PLAN LENGTH PER PLAN 6TB 7TB 95 #8 12.0C 12.0C LENGTH PER PLAN TYP AT MAT SLAB PERIMETER 8T 14 #6 12'-0' 6'OC W/2'-0' STAGG, W/ STD HOOK AT SLAB EDGE 8T8 16'OC TYP AT MAT SLAB 9T 16 #5 12'-0° 6'0C W/2'-0' STAGG, W/ STD HOOK AT SLAB EDGE 9TB #5 14'0' 12'0C W/ COUPLERS PER 5/5402 10T #5 12'-0' 12'OC W/2'-0" STAGG, W/ STD HOOK AT SLAB EDGE 10T8 #6 15'-0" 12°0C 4/S4,02 11T #5 30'-0' 24'0C W/STD HOOK AT SLAB EDGE 1103 2 25'-0' 4'OC LENGTH PERPLAN 12T #5 12.0C LENGTH PER PLAN 12TB 10'4. 12.0C 13T 2 #10 40C LENGTH PER PLAN BOTTOM REINFORCING SCHEDULE n) QUANTITY REINFORCING LENGTH 35'-0- ' #4 #9 #8 #8 #4 #7 #8 #4 #5 1a_-0° 35'-0' 10'-0' 14=0' 36'-0' SPACING 36'0C 24.0C 4'OC 6'OC 6°0C 12.0C 12'OC 12.0C 4.0C 24.0C 12'0C REMARKS EW, TYP OVER ENTIRE SLAB ADDL ENGTH PER PLAN ENGTH PER PLAN ENGTH PER PLAN LENGTH PER PLAN LENGTH PER PLAN W/ STD HOOK AT END W/ STD HOOK AT SLAB EDGE AD- DL NOTE: I1! REINFORCING NOTED ON PLAN SIN ADDITION TO TYPICAL BOTTOM AND/OR TOP MATS, 2! QUANTITY NOTED IS FOR TOP AND ALSO BOTTOM BARS, TOTAL REINFORCEMENT IS DOUBLE WHAT IS NOTED. 3) NOT STAGGER PERPENDICULAR TO SLAB EDGE THICKENED SLAB SCHEDULE TYPE F18 SIZE LENGTH WIDTH DEPTH REINFORCING 10,0' 10=0' 1'E' #88@10°0CEW COMMENTS F20 #813 @ 10'OC EW F22 F24 1'-10" 14'-0' 14'-0' NOTES: 1. TYPICAL MAT REINFORCEMENT PER 2/S3.01. A #8B@10'OC EW #88 @ 10'0C EW 2'-101/4° FOUNDATION PLAN NOTES: 26 12" CONC WALL W/ #5 VERT@12'0C EF&#5 HORIZ 810°QC EF 8"CMU WALL W/ #5 VERT @ 32°0C & 121 #4 HORIZ @ 48"0C, TYP 2' 6"Wx12°DP CONC FToi W/ 121 #48 CONT 12" CONC WALL W/ 42 ]/B @ 180C EW EF HSS8x8x1/4 W/ EMBED PER 3/33.02 11005162-43 @24"0C ,-2'-10 -22"OP HKND SLAB W/ #8 812"0C EW 15'-7 5/8" 30'DPTHKND SLAB -I\ TYP AT xx PERIMETER' 12'-2 1/4' F20 12'-11" CJ En 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER 5001, 5002, 5003 AND S0.04 2, VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. 3. CONTRACTOR SHALL LOCATE AND VERIFY THE FOLLOWING WITH OTHERS PRIOR TO POURING CONCRETE ALL DOOR OPENINGS IN FOUNDATION WALLS; DRAINS AND SLOPES; BLOCKOUTS FOR FREEZERS, COOLERS, PLUMBING, SPRINKLERS AND HVAC. ALL DUCTS, CHASES AND PIPES PER MECHANICAL. PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS, STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. 4. TOP OF SLAB(T/StABI ELEVATION ASSUMED 28'-0'. FOR ACTUALT/SLAB ELEVATION REFER TO CIVIL AND ARCHITECTURAL DRAWINGS. PROVIDE 6 MIL VAPOR BARRIER BELOW SLAB AT INTERIOR SPACES. PROVIDE FREE - DRAINING GRANULAR FILL PER GEOTECH REPORT. 5, MAT SLAB SHALL BEAR ON IMPROVED SOIL PER GEOTECH REPORT AS NOTED IN THE STRUCTURAL GENERAL NOTES, 6. CJ INDICATES CONSTRUCTION JOINT PER PLAN TO BE COORDINATED WITH CONTRACTOR, REFERENCE 15/S302. 6005200-43 @24"0C, TYP ATEXT, UNO ' HS58x8x1/4 W/ EMBED PER 3/S3.02 14'-71/6° 10005162-43 @ 24"0C, TYP AT E5 WALL TYPE CC1 40"DP THKND SLAB 30°DP THKND SLAB -may TYP AT EKT STUD #8 RIM REINF SIM TO 1/S4 01 ATCHLINE PER St 7. MOISTURE PROOF ALL CONCRETE STEM AND BASEMENT WALLS PER ARCHITECT. 8. STEEL STAIRS SHALL BE BIDDER -DESIGNED, UNO. APPLICABLE DESIGN REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 9. TYPICAL DETAILS PER, 17/03,01 20/53,01 4/53,02 6/53 02 9/S3.02 10/S3.02 13/53.02 14/33.02 12 & 1753.02 19/S404 17/S5 02 STANDARD HOOKS AND BAR BENDS TYPICAL LAP SPLICE SCHEDULE TYPICAL CONCRETE WALL OPENING REINFORCEMENT TYPICAL LAP SPLICE SCHEDULE (MASONRY) TYPICAL REINFORCING IN CMU WALL TYPICAL BASE PLATE CONFIGURATIONS CMU LINTEL, SILLS, AND BOLD BEAMS TYPICAL CMU CONTROL JOINT DETAIL TYPICAL COLUMN SECTIONS TYPICAL BRICK VENEER ANCHORAGE EXTERIOR NON -LOAD BEARING STUDS REVISION NO. 4- RECEIVED CiT'/OF TUKWILA PERMIT CENTER ROOF , LEVEL 6 LEVEL 5 LEVEL4 LEVEL3 S LEVEL2 NOTE: DARKENED LINES DESIGNATE AREA OF WORK, LEVEL 1 FOUNDATION PLAN - NORTH SCALE: 1/5'= I'-0' c BAL , ARCHITECTURE URBANIRURAL 7938 Fairview Avenue East SUITE toe Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 r=103C1t=0461.8® 707 W 2nd Avenue Spokane, Washington 99201 P. (509) 4554448 www.dci-engineers.cam CIVIL / STRuCTURAI- @00 g Protect name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 key p submittal slrev isions BUILDING PERM OUNOATION ONLY P IT TRUCTURALRESUBMRTAL /51\ 12.18 ISSUEOF-0R CONSTRUCTIONS ET/3\ 08 POST BP CORR. I TO REV4 0818.18 drawing title LEVEL 1 FOUNDATION PLAN - NORTH drawing information DATE 12.06.17 SCALE Asind DRAWN 8SD J080 17041-0175 copyright roeynynis�nv�na�m� aim�am�mawmiminrm' LC sheet number S1.01A 0 Zfir,cf,TE 12"0040/AIAL1W/85 VERT @ I "OC EF & #5 HORIZ @ 12.0C 12" CONC VV LL W/ #5 E8,4; f.1 2, "2?,,E5 E F# 0j„..." H F20 A TYP AT EXT COL 12. CONC WALL 5 VERT @ 12"0 EF &F. HORIZ @ 12°C C EF HSS6x6x1/4 W/ BP 1/2' PER 10/S3.02 6. TOPPING SLAB VV/ #4 T&B @ 24.0C EW T/SLAB 2956" CC1 CC1 CCI COL REINF CTRD IN WALL ESE 65 F20 777 STL STAIR PER SUPPLIER Fid 8'0M0W4LL4l/80 VE0032'0C4/2/84 HORIZ @ 480 , TYP HSS656#114 W/ BP 1/2' PE -• 10/S3 02 12" CONC WALL / .5 VERT @ 12.0C EF& #5 HOR1Z @ 12'0C EE 00/ TZNALL 6 3650" LVERIF. 1017 5505162-54 016'0C STUD WALL j 30TP THKNID SLAB r ljE.=CINPRCT'AWALLL VV/ #4 @ 12"0C EW 1 12' CONC WALL Wit VERT @ 12°0C EF & 90810821200 EF, TfrP ALONG GRID 0.10, UNO TOP REINFORCING SCHEDULE 0) MTN F277 EMI TYP AT INT COL CC1 447 1/4" L _ 1050 ,,-20'OP THKND SLAB 16' CONC MAT SLAB ON GRADE PER PLAN NOTES 7/3LA60 2840" 12' MAX ENGINE EXHAUST OPNG W/ REHM PER 4/53.02, N 140" CLR OF BOT 1.2 SLAB 30"DP T KND SLAB TYP CC1 Sit F26 CCI TiSLAB = 2440. MI 413" MAX PENETRA1 IS PER MECH, PROVIDE 3° CMS BTWN HOLE W/ MIN 12' CLR FROM BOT OF L2 SLA . HOLE MAY BE CORED AT 48° CONTRACTOR OPTIO I ' • XX. I 4 ) t 5' 2510 1/4" F24 10-4 440" 12' CONC WALL V& #5 T-51/4" VERT @ 1TOC EF & #5 HORIZ @ FOC E & 24"DP TH • AADDL. #6 VERT DOWEL @ 12'0C EF PER 2/S3.01 T S"T IR TO" 20)DP THKND SLAB T/StAB 24 -0 TAXA IVERINC TOP AND BOTTOM REINFORCING SCHEDULE MARK IT 27 QUANTI 14 9T 16 107 11T 12T - 2 REINFORCING #5 #5 #5 #5 #5 #5 #5 #10 LENGTH 1240" 10'-0' 1050" 1040" 1250" 1250" 12'-0" 3050" SPACING 1,2400Cc 6"OC 6)0C 6°0C 12.0C TOC FOC TOC 1200 240C 12.0C 4'OC REMARKS VV/ STD HOOK, TYP AT SLAB EDGE CTRD OVER VVALL W/ 250" STAGG VV/ STD HOOK AT SLAB EDGE A/ 2 -0 STAGG, W/ STD HOOK AT SLAB EDGE W/ 2'77 STAGG, W/ STD HOOK AT SLAB EDGE LENGTH PER PLAN LENGTH PER PLAN W/ 250" STAGG, W/ STD HOOK AT SLAB EDGE VV/ 250" STAGG, VV/ STD HOOK AT SLAB EDGE W/ 250" STAGG, VV/ STD HOOK AT SLAB EDGE W/ STD HOOK AT SLAB EDGE LENGTH PER PLAN LENGTH PER PLAN BOTTOM REINFORCING SCHEDULE (,) MARK QUALM REINFORCING LENGTH SPACING 18 - #4 38 48 58 68 78 80 9B 106 4 11B 12B #5 I/O85 #8 #8 88 #5 REMARKS 3550. 10"-0' 1450' 3550' 36.0C 400 6'0C COC 12.0C 12.0C 1200 4°0C 24.0C 12.0C EW, TYP OVER ENTIRE SLAB ADDL LENGTH PER PLAN LENGTH PER PLAN LENGTFI PER PLAN LENGTH PER PLAN LENGTH PER PLAN W/ STD HOOK AT END W/ STD HOOK AT SLAB EDGE ADDL MARK OUANTIlY REINFORCING LENGTH SPACING 1T8 2 45 CONT 4.0C 6TB 008 3 908 10TB 1108 1276 NOTE: 2 2 #5 #5 #10 #9 #5 118 #8 #5 #6 #8 #6 1550' 2550" 1054' 12.0C 12"0C 160C 120C 1200. 4'OC 1200 REMARKS TNT AT UNSUPPORTED SLAB EDGE TYP AT OPENING PER 1/S4.01 W/ 250' STAGG, VV/ STD HOOK AT SLAB EDGE LENGT4 PER PLAN LENGTH PER PLAN TYP AT MAT SLAB PERIMETER TYP AT MAT SLAB W/ COUPLERS PER 5/54.02 4/54 02 LENGTH PER PLAN (1) REINFORCING NOTED ON PLAN S IN ADDITION TO TYPICAL BOTTOM AND/OR TOP MATS. (2) QUANTITY NOTED IS FOR TOP AND ALSO BOTTOM BARS, TOTAL REINFORCEMENT IS DOUBLE WHAT IS NOTED. (3) NOT STAGGER PERPENDICULAR TO SLAB EDGE. THICKENED SLAB SCHEDULE TYPE SIZE REINFORCING COMMENTS LENGTH WIDTH DEPTH F18 1050' 1050' 146' #88 @ 10.0C EW 1 F20 1250' 1250. #613 @ 10.0C EVV I F22 1450' 1450' 488 @ 10.0C EW 1 F24 1450' 1450" 066 @ 100C EW 1 NOTES: 1. TYPICAL MAT REINFORCEMENT PER 2/S3.01. A cc, 5 302 4 @ 160C CC1 110 12511) GREASE INTERCEPTOR, VERIFY SIZE & DEPTH XYP AT EXT STUD 360 CC #8 RIM RE1NF SIM TO 1/S4.01 KND SLAB R SUPPLIER TYP AT INT COLfr EMI FILL CC1 30)DP THKND SLAB 12517'X CMU WALL VS/ #5 VERT @ 3 "OC & (2). F10,,,R012,@/4)0C TYP 4 12" CONC /9IIW/25 VERT @ 1 "OC EF & #5 HORIZ @ 12' C EF /-12; COWALL W/ j# @, C EW, EF CONC SLAB Wr4 18"0C EW CT D OVER STRUCT OAM FILL 8. PE8 PLAN NOTES FOUNDATION PLAN NOTES: TYP AT LPERIMETER 74B A 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER 03,01. 50.02. 50.03 AND S0.04. 600S200.43 024"0C, TYP AT EXT, UNO 52"DP THKND SLAB 001 12511" 30'DP THKND SLAB 125.14) Z1 TYP AT VENEER 34511" 348° -0 Id c, 10 TYPAT "7" VENEER .9- TYP AT EXT COL z \ [i] El P AT EX" STUD 124 CONC WALL W/ #5 VERT @12"0C EF & #6 HOR1Z 12'0C EF & ADDL #6 VERT DOWEL 1200O EF PER 12/S3.01 A 60 S162-54 @ 16'0 STUD WALL LOO E LINTEL 44054 PER 14/S4.04 ttS SIM MOISTURE PROOF ALL CONCRETE STEM AND BASEMENT WALLS PER ARCHITECT. I 0 VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. 8. STEEL STAIRS SHALL BE BIDDER -DESIGNED, UNO. APPLICABLE DESIGN REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 3. CONTRACTOR SHALL LOCATE AND VERIFY THE FOLLOVVING WITH OTHERS PRIOR TO POURING CONCRETE: ALL DOOR OPENINGS IN FOUNDATION WALLS; DRAINS AND SLOPES: BLOCKOUTS FOR FREEZERS, COOLERS, PLUMBING, SPRINKLERS AND HVAC. ALL DUCTS, CHASES AND PIPES PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. 4. TOP OF SLAB fT/SLAB) ELEVATION ASSUMED 28'-0°. FOR ACTUAL T/SLAB ELEVATION REFER TO CIVIL AND ARCHITECTURAL DRAWINGS. PROVIDE 6 MIL VAPOR BARRIER BELOW SLAB AT INTERIOR SPACES. PROVIDE FREE - DRAINING GRANULAR FILL PER GEOTECH REPORT. 5. MAT SLAB SHALL BEAR ON IMPROVED SOIL PER GEOTECH REPORT AS NOTED IN THE STRUCTURAL GENERAL NOTES. 6. CJ INDICATES CONSTRUCTION JOINT PER PLAN TO BE COORDINATED VVITH CONTRACTOR, FLEFERENCE 15/S3.02. TYPICAL DETAILS PER: /S3.01 0/53.01 53.02 3.02 S3.02 0/53.02 3/5302 /S3.02 & 17/S3.02 0/S4514 7/S5.02 STANDARD HOOKS AND BAR BENDS TYPICAL LAP SPLICE SCHEDULE TYPICAL CONCRETE WALL OPENING REINFORCEMENT TYPICAL LAP SPLICE SCHEDULE 1MASONRY) TYPICAL REINFORCING IN CMU WALL TYPICAL SASE PLATE CONFIGURATIONS CMU LINTEL, SILLS, AND BOLD BEAMS TYPICAL CMU CONTROL JOINT DETAIL TYPICAL COLUMN SECTIONS TYPICAL BRICK VENEER ANCHORAGE EXTERIOR NON -LOAD BEAR/NG STUDS REVISION NOA_ RECEIVED CCIY OF TUKWILA An" i 5 2542 PERMIT CENTER ROOF 4, LEVEL ] LEVEL 6 45 LEVEL 5 LEVEL 3 o LEVEL 7 o NOTE: DARKENED LINES DESIGNATE AREA OF WORK. LEVEL 1 FOUNDATION PLAN - SOUTH SCALE: 1/3,- 150" KAN URBALO ARCHITECTURE UREANIRURAL 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 Info@urbalarchitecture.com www.urbalarehitecture.com T 206-257-0972 enGvneeRqo 707 W 2nd Avenue Spokane, Washington 99201 P. (509) 4554448 www.dci)engineerscom ...10/201i COnVersan Reserved project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUICWRA, WA 98188 key plan submittaIsheyisions BUILDING PERMIT SET 10.31.17 FOUNDATION ONLY PERMIT 12.06,17 0098018104L900UBM STRUCTUFIAL RESUBMITTAL 01.10.11, STRU 02,02.101 OP000501I000ION2IIOOS080 15088010960650080006 awe.] 06.15.18 POST BP CORR. 1 TO REV 4 08.15.18 drawing Idle LEVEL 1 FOUNDATION PLAN - SOUTH drawing mformatnan DATE 12.06.17 SCALE As indicated DRAWN BSD JOSO 17041)0175 copydght noufrawr&ertfrs u" r'w '87,17.= -zart sheet number S1.01B L2x2x1/8 T/STL = 38'-6", TYP AT INT T/STL = 38'40", TYP AT PERIMETER 1 1/2.0Px20GA IB) METAL DECK PER PLAN NOTES HS54x4x1/4W/ EMBED.PI3EB. 1/S404 HS54x4x1/4W/ LMBEOPL-PE 1/S4.04 L2x2x1/8 HS514x4x1/4 STL STAIR PER SUPPLIER HSSBx6x1/4 /STL = 35'-8" (VERIFY W/ DOOR MFR) 6005200- 3 @ 240C, TYP AT EXT, UNO 0 051624381000 ®_ ® TUOe 111 1`m. ELM ' IMP 5 4 �S.4x 1/4--1 a T/STL = 3 -0 T/PARTIAL HEIGHT CONC WALL = 41',9" 12' CONC WALL W/ #5 VEIT @ 12'0C EF &#5 H RIZ@ 12'0C EF MATCHLINE P5051.928M TYP AT E5, E9 1000S200434©24'.0C, AT ARCH E5 WALL 12" CONC WALL W/#5 VERT@12.0C EF& HORIZ@10.0C EF& ADDL #5 VERT DOWEL 12"0C EF PER 20/S4. 8" CM/WALL W/ 45 VERT 32"0C &12I44 HORIZ 46'0C, TYP TYP AT CONC COL TL STAIR PER SUPPLIER TYP OPNG REINF 12' CONC WALL W/#5 VERT@120C EF&46 HORIZ@12"OC EF& ADDL #6 VERT DOWEL @ 120C EF PER 20/54.01 VERT @ 12'0C & #4 HORIZ @ 12.0C TOP REINFORCING SCHEDULE 111 MARK QUANTITY REINFORCING LENGTH SPACING REMARKS IT #5 120C W/ STD HOOK, TYP AT SLAB EDGE 1111111 #5 12° GONG WA L W/ 45 VERT @12'OC EF & #5 HORIZ @ 10"Ob EF & @ ADDL #5 VER3 DOWEL@ 01 12"0C EF PER20/S401 e ti, 5S20043 @ 24'OC, PAT 800 UNO TYP AT CONC WALL POUR4J ............ .. CJ (INTERMEDIATE STRESSING JOINT( 2'-4 3/4" R1 9'P-T PER P T/S 9' P-T CONC SLAB PER PLAN NOTES T/SLAB=39'0° TOP AND BOTTOM REINFORCING SCHEDULE (1) (2) MARK QUANTITY REINFORCING LENGTH SPACING REMARKS 1T8 2 #5 CONT 4°00 TYP AT UNSUPPORTED SLAB EDGE 2T #5 24'0C CTRD OVER WALL 2TB #5 TYP AT OPENING PER 1/5401 3T #5 10'-0' 6"OC W/ 2'-0" STAGG, W/ STD HOOK AT SLAB EDGE 3T6 #5 10'4' 12'0C W/ 2'-0' STAGG, W/STD HOOK AT SLAB EDGE 4T t0 #5 6°0C W/2'-0" STAGG, W/ STD HOOK AT SLAB EDGE 4TB 410 4°0C LENGTH PER PLAN 12 #5 10'-0' 6°0C W/2'-0' STAGG, W/ STD HOOK AT SLAB EDGE 6T 12.0C LENGTH PER PLAN 5TB 2 32,-0' 4'0C 6TB #5 12'0C LENGTH PER PLAN 7T 48 6'0C LENGTH PER PLAN 7TB 48 12°0C TYP AT MAT SLAB PERIMETER eT 14 12'4" 6'OC W/2'-0' STAGG, W/ STD HOOK AT SLAB EDGE 8TB 48 16"0C TYP AT MAT SLAB 9T 16 45 12'-0' 6'0C W/2'-0' STAGG, W/ STD HOOK AT SLAB EDGE 9TB #5 14'-0` 12°0C W/ COUPLERS PER 5/S402 10T 45 12'0" 12'0C W/210" STAGG, W/ STD HOOK AT SLAB EDGE 10TB 46 15'-0' 12°0C 4/S402 11T 30'-0' 24.0C W/ STD HOOK AT SLAB EDGE 12T 12"0C LENGTH PER PLAN 11TB 2 25'0" 4°0C LENGTH PER PLAN 12T0 2 46 10'L' 12"OC - 13T 2 #10 4'0C LENGTH PER PLAN BOTTOM REINFORCING SCHEDULE (1) MARK QUANTITY REINFORCING LENGTH SPACING REMARKS 18 #4 36'OC EW, TYP OVER ENTIRE SLAB 2B 45 35'-0' 240C ADDL 3B 4 45 4'0C LENGTH PER PLAN 46 #9 6'0C LENGTH PER PLAN 58 #8 6'0C LENGTH PER PLAN 66 12'0C LENGTH PER PLAN 7B #4 14-0" 12'0C 88 #7 12'OC LENGTH PER PLAN NOTE (1) REINFORCING NOTED ON PLAN SIN ADDITION TO TYPICAL BOTTOM AND/OR TOP MATS. (2) QUANTITY NOTED IS FOR TOP AND ALSO BOTTOM BARS, TOTAL REINFORCEMENT IS DOUBLE WHAT IS NOTED. (3) NOT STAGGER PERPENDICULAR TO SLAB EDGE. 2"DPx20GA 031 META DECK PER PL4N NOTES 8° EMU WALL W/45 VERT @ 32"0C & 121 #4 NORIZ @ 48°OC, TYP ( ER)) CJ IINTFRMEDIATE STRESS NG JOIN II POUR 2 THD S8FIKWND12LAB"DP ✓ MILD REINFORCING PLAN NOTES: 600S162a3 024'0C TYP AT RAILING TYP AT RAILING A T/STL = 38'-10°,TYP AT PERIMETER HSS8x6x1/2 CONN TO SIDE OF OL PER 8/S5 03 13)1 @3.0C 14004. OPNG Ep..4L99O90i02E ( SR3 ) rF VT4,.totF#norIZ (9) 1T@3'OC 1T ��r1 tr."7.! : 2TB TYP AT SLAB BEAM ( SRI ) TYP OPNG REINF TYP AT SLAB BEtM 8'-0"Wx 2°DP THKND L4B 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0 01, S0.02, S0.03 AND 50.04. 9. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. 10. 3. POST -TENSIONED TENDON LAYOUT SHALL BE PER POST -TENSIONED FRAMING PLAN. 11. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND STAGING OF ALL SHORING AND RESHORING. SHORING PLACED BENEATH SLAB CLOSURE POURS SHALL NOT BE REMOVED UNTIL CLOSURE POUR CONCRETE HAS 12. REACHED SPECIFIED STRENGTH. 5. STRUCTURAL SLAB THICKNESS AND TOP OF STRUCTURAL SIAS ARE AS SHOWN ON PLAN. 6. COLUMN OR WALL OVER -POURS INTO POST -TENSIONED SLABS SHALL NOT BE GREATER THAN 1/2" MAXIMUM. REMOVE ANY EXCESSIVE COLUMN OR WALL OVER'POURS PRIOR TO PLACING REINFORCING BARS AND POST - TENSIONED TENDONS. IT IS NOT PERMITTED TO INSTALL DRILL -IN ADHESIVE OR MECHANICAL ANCHORS, CUT OPENINGS IN OR CORE THROUGH POST -TENSIONED SLAB WITHOUT PRIOR WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD. ALL BUILDING SYSTEMS, MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION SHALL PLACE DUCTS, CHASES, PIPES OR PIPE SUPPORTS, CONDUIT SLEEVES AND HANGER INSERTS, ETC INTO THE POST -TENSIONED SLAB PRIOR TO PLACING CONCRETE. 8. REINFORCING SHALL BE SUPPORTED TO MAINTAIN PROPER POSITION IN THE SLAB. 600 20043 @ 240C, TYP AT EXT, UNO ( SR1 ) CONT COL FROM 51.01A P AT CONC COL CC1 1 SR3 T/PARTIAL HEIGHT CONC WALL = 41'-9" 8'-0°VVx12"DP HKND SLAB 6° PARTIAL HEIGHT CONC WALL W/#6 VERT@0"0C& #5 HORI2 @ 12'0C PER ARCH TYP AT EXT COL PAT E5, E9 9' P-T CONC SLAB PER PLAN NOTES T/SLAB=39'-0' ATCHLINE PER 51.028 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 242018 City of Tukwila BUILDING DIVISION PROVIDE TYPICAL BOTTOM MAT REINFORCING EACH WAY OVER ENTIRE SLAB PER PLAN. PROVIDE CLEAR COVER PER GENERAL NOTES FOR ALL TOP AND BOTTOM REINFORCING, EXCEPT AT TENDONS WITH 1 1/4° TOP COVER. USE 1 1/4° TO ALIGN REINFORCING WITH TENDONS. AT DROP BANDS, SPLICE BOTTOM STEEL AT COLUMNS AND TOP STEEL MID -SPAN PER LAP SPLICE SCHEDULE. CONTRACTOR TO COORDINATE EMBED PLATES REQUIRED FOR STAIRS, GUARDRAILS, INTERIOR AND EXTERIOR WALLS, WINDOW WASHING ANCHORS, ETC. 13. WOOD STUD, SHEAR WALL AND HOLD-DOWN REQUIREMENTS PER STUD AND SHEAR WALL PLAN. CONTRACTOR TO COORDINATE ALL EMBED REQUIREMENTS FOR INSTALLATION OF HOLD-DOWNS AND SHEAR WALL ANCHORS OR EMBEDS. 14. TYPICAL DETAILS PER: 20/S3.01 TYPICAL LAP SPLICE SCHEDULE S4.01 TYPICAL POST -TENSIONED DETAILS S402 TYPICAL STUDRAIL DETAILS AT COLUMNS 5/S402 SECTION AT CRANE/PLACING BOOM BLOCKOUT 17/55.02 EXTERIOR NON-LOAD8 EARING STUDS REVISION NO, 4- PERMIT CENTER ROOF LEVEL 7 LEVEL 6 LEVEL 5 Q LEVEL4 LEVEL3 LEVEL2 Q NOTE: DARKENED LINES DESIGNATE AREA OF WORK. ARCHITECTURE URBAiNIRURAL 7938 Fairview Avenue East SUITE too Seattle, WA 98102 info@urbalarchitecture,com www.urbalarchitecture,com T 206-257-0972 consultant logo 707 W 2nd Avenue Spokane, Washington 99201 R. (509) 455-4448 60.00450e19818010599 CIVIL / STFSIJCTLJF24L project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98186 ey pla submittals/revision G PERMIT SET 10.81.12 FOUNDATION ONLY PERM 06.17 UCTURAL RESUB 12. UCTURALRESUBM 2 STRUCTURAL BID SET f81\ 022.18 BP Co0ROINATLON 2 / 100%CD SET 0809.18 SUED FOR CONSTRUCTION SET drawing title LEVEL 2 MILD REINFORCING PLAN - NORTH copyright wwmv ne�:se�p miu;amm maw�n;a m�mmm,g end OW mo: a:mswm as Lpatt IM ma�pe�heetn mber S 1.02AM 8 98 #5 35'O" W/STD HOOK AT END 10B 4 10'4' 4'OC W/ STD HOOK AT SLAB EDGE 11B 14'-0" 24'0C 128 #5 3590' 12'0C ADDL LEVEL 2 MILD REINFORCING PLAN - NORTH SCALE: 1/B... 100' MATCHLINE PEfl-StU28R— (3) DIST TC DONS 03'6"OC I, 5/ 2 3/4 13/ DI ST TENDONS 4'-0OC, TYE 3 1/2 7 /2 F1 7 7 IPOUR 4 1/2 02 o /4° TYP AT CJ 12, 5402 9° RT CONC B PER PLAN N ES T/SLAB= 39,-0° 71/2 7 7 41/2i.; 7 41/2 71/2 CG VARIES UNIFORMLY ALONG THIS LINE -CG VARIES UNIFORMLY Fs,-4-ALONG THIS LINE 04 VARIES - UNIFORMLY ALONG THIS LINE 3 1/2 151 BANDED TENDONS TOP ATCJ CJ (INTERMEDIATE IINTEIRMEDIATE STRESSING JOINT) STRESS NG JDINTI TYP ATCJ 71/2 TYP ATCJ POUR 2 71/2 0"Wx12° AB BANDDP 11/2 POST -TENSIONED FRAMING PLAN NOTES: Y 71/2 2'DI 4i—SLAB 8 ND 7 1/2 STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER SO 01, S002, S0.03 AND S0.04. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. 3. MILD REINFORCING BAR LAYOUT SHALL BE PER MILD REINFORCING PLAN. 4. WALL DIMENSIONS, SLAB OPENING DIMENSIONS AND SECTION CUTS SHALL BE PER MILD REINFORCING PLAN. 5. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND STAGING OF ALL SHORING AND RESHORING. SHORING PLACED BENEATH SLAB CLOSURE POURS SHALL NOT BE REMOVED UNTIL CLOSURE POUR CONCRETE HAS REACHED SPECIFIED STRENGTH. 6. STRUCTURAL SLAB THICKNESS AND TOP OF STRUCTURAL SLAB ARE AS SHOWN ON PLAN. 7. COLUMN OR WALL OVER -POURS INTO POST -TENSIONED SLABS SHALL NOT BE GREATER THAN 1/2" MAXIMUM. REMOVE ANY EXCESSIVE COLUMN OR WALL OVER -POURS PRIOR TO PLACING REINFORCING BARS AND POST - TENSIONED TENDONS. B. DO NOT INSTALL DRILL -IN ADHESIVE AND EXPANSION ANCHORS IN THE POST -TENSIONED SLAB. DRILLING INTO POST -TENSIONED SLAB WITHOUT APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD IS NOT PERMITTED. ALL BUILDING SYSTEMS: MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION SHALL PLACE DUCTS, CHASES, PIPES OR PIPE SUPPORTS, CONDUIT SLEEVES AND HANGER INSERTS, ETC INTO THE POST -TENSIONED SLAB PRIOR TO POURING THE CONCRETE. 7 1/2, L II '71/2 81-0Wx12'DP SLAB BAND REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 4 2016 City of Tukwila BUILDING DIVISION 9. ADDITIONAL SHAFTS MAY BE LOCATED AFTER THE SLAB IS POURED IF APPROVED BY THE STRUCTURAL ENGINEER OF RECORD AND COORDINATED WITH THE GENERAL CONTRACTOR. 10, TENDONS STRESSING SEQUENCE PER GENERAL NOTES. STRESS A MINIMUM OF 12) TENDONS AT SLAB EDGES PERPENDICULAR TO THE BANDED TENDON ENDS BEFORE BANDED TENDONS ARE STRESSED. 11. HORIZONTAL SWEEP OF THE TENDONS SHALL NOT BE GREATER THEN 1:6. TENDONS WITH HORIZONTAL SWEEP GREATER THAN 1:6 SHALL BE REVIEWED BY THE ENGINEER -OF -RECORD FOR TENDON SPACING AND ADDITIONAL REINFORCING REQUIREMENTS PRIOR TO PLACING CONCRETE. 12. ENCAPSULATION REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 13. TSPICAL DETAILS PER: S401 9 & 10/S4.01 1/54.01 2/S4 01 3/S401 4/S4.01 554.01 6/S4 01 5/S4.02 15/S4.02 20/S4.02 TYPICAL POST -TENSIONED DETAILS TYPICAL POST -TENSIONED ANCHOR DETAILS TYPICAL SLAB OPENING AT POST -TENSIONED FLOOR SLAB PENETRATION AT POST -TENSIONED ANCHORS PLANS-SLEVES THRU CONCRETE SLAB BEEVES THRU CONCRETE SLAB PLAN - SCENES THRU CONCRETE SLAB AT COLUMN TYPICAL SLAB TENDON PROFILE SECTION AT CRANE/PLACING BOOM BLOCKOUT TYPICAL POST -TENSIONED CONSTRUCTION JOINT DETAILS SLAB AND SOFFIT STEP DETAIL LMOEWG AUG 24 XL201 ,a REID MIDDLETON, INC. 1;sE. EIVE- C'.TY OF TUK W ILA AUG 162013 PERMIT CENTER ROOF „ 1 LEVEL 7 LEVEL 6 LEVEL 5 LEVEL 4 0 LEVEL 3 LEVEL 2 , NOTE: DARKENED LINES DESIGNATE AREA OF WORK LEVEL 2 POST -TENSION PLAN - NORTH SCALE: 1/S1 =130" Ua AL ARCHITECTURE URBANIPURAL 1938 Fairview Avenue East sm.E 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 1z.3°�"r:: -, S70NAL Erna consultant logo K E 40 U'3 [/ P9 /4 4/ r, 04® 707 W 2nd Avenue Spokane, Washington 99201 P: (509)455-4448 www.dd-engineers. corn CIVIL / STRLJCTLJFo L ®cov aaRym..1P.amd project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submittals/revisions BUILDING PERMIT SET 1O.31.17 FOUNDATION ONLY PERMIT Fi 1206.17 STRUCTURAL RESUBMITTAL 1 1218.11 STRUCTURAL RE811818I1TAL S2 01.10.18 STRUCTURAL BID SET 020218 BP C00RDINA110N 21100oh CD SET 03.09.18 ISSUED FOR CONSTRUCTION SET 3 06.1218 POST BPCORRI TO REV 4 5 08.15.18 drawing title LEVEL 2 POST -TENSION PLAN - NORTH drawing information DATE 12.06.17 SCALE As indicated DRAWN BSD JOB 9 17041-0175 copyright 02010 a a:onra: rewmawan.ulaamt7.7= amwa�m ,a e..wmmna Umelarna�rePt .. b nIr"elm omnm am oreus In whoterevue sheet number e 12'CONCALL W/#5 VET@12"OC EF&#5HOSIZ@ 12°OC EF 8" PARTIAL HEIGHT CONC WALL A, #5 VERT@12"OC&#4 HORIZ@ 12"OC A YPAT XTCOL T/PARTIAd HEIGHT CONC WALL=41'-9" HSSBx4x HSSBx4x1 12' CONC WAL W/#S VEfrT@ 2'0C EF & #5 HOP12 @ 12'OC EF 12' CON WALL W/#5 VE T@12.0C EF&#5 ORIZ@ 12.0 EF Ikk I STL STAIR P ' SUPPLER 3T ( SR1 ( ssi 8" PARTIAL HEIGHT CONC WALL W/ #5 VERT @ 12'OC & #4 HORIZ @ 12°0C— T/PARTIAL HEIGHT CONC WA 9" P-T CONC SLAB PER PIAN NOTES T/SLAB=39'-0' ( SR1 P AT CONC COL 12' CONC WALL W/ #5 VERT@12°0CE &#5 HOR2 @ 12"OC ALONG GRID C.1 , UNO TOP REINFORCING SCHEDULE (1) MARK QUANTITY REINFORCING LENGTH SPACING REMARKS IT #5 12'0C W/ STD HOOK, TYP AT SLAB EDGE 2T #5 12'-0' 24'0C CTRD OVER WALL #5 10'-0. 6'OC W/ 2'-0' STAGG, W/STD HOOK AT SLAB EDGE 4T 10 #5 6'OC W/ 2'-0' STAGG, W/ STD HOOK AT SLAB EDGE 5T 12 #5 10'-0' 6°0C W/ 2'-0' STAGG, W/ STD HOOK AT SLAB EDGE 6T 12'0C LENGTH PER PLAN 7T 6.0C LENGTH PER PLAN 8T 14 12'-0' 6'OC W/ 2'-0' STAGG, W/STD HOOK AT SLAB EDGE 9T 16 #5 12-0' 6'OC W/2'-0' STAGG, W/ STD HOOK AT SLAB EDGE 10T #5 12-0' 12'0C W/2'-0' STAGG. W/ STD HOOK AT SLAB EDGE 11T #5 24'0C W/ STD HOOK AT SLAB EDGE 12T #5 12'0C LENGTH PER PLAN 131 2 #10 4"OC LENGTH PER PLAN BOTTOM REINFORCING SCHEDULE 111 MARK QUANTITY REINFORCING LENGTH SPACING REMARKS 1B #4 36'OC EW, TYP OVER ENTIRE SLAB 2B #5 350' 24'OC ADDL 38 4 #5 4'00 LENGTH PER PLAN 48 6'OC LENGTH PER PLAN 58 WOG LENGTH PER PLAN 68 12'OC LENGTH PER PLAN 78 #4 12.0C 88 #7 12'0C LENGTH PER PLAN 98 #5 W/STD HOOK AT END 10B 10'-0' 4'OC W/ STD HOOK AT SLAB EDGE 116 24,0C 12B 35'-0' 12'OC ADDL 10° MILD NE CONC SL 'POUR ( SR E} 9'P-T GONG SLAB PER PLAN NOTES T/SLAS * 11k12'CON WALLW/#5 VERT @ 12'OC 00 #5 I HORIZ • 12'OC EF MM 38.P #85&12 STW/#4 STIRRU SI@4°OC. EXTEND 0.O'NE ONDOPNG 4°CONC S W/#4@18'OC EW TRD OVER STRU T FOAM FILL PER P N NOTES TYP AT CONC WALL TOP AND BOTTOM REINFORCING SCHEDULE (1( 12/ MEIMSM OXIM ®Ua� �©� 2'-0'mammoil MOMit0E1=1 • ©oe 9®MMIMME 0=1=®Miff3M EXIMEMIWEMEMin • ©® TYP AT MAT SLAB W/ COUPLERS PER 5/S4,02 4/S4.02 NOTE: (11 REINFORCING NOTED ON PLAN SIN ADDITION TO TYPICAL BOTTOM AND/OR TOP MATS. (21 QUANTITY NOT D IS FOR TOP AND ALSO BOTTOM BARS, TOTAL REINFORCEMENT IS DOUBLE WHAT IS NOTED. (3) NOT STAGGER PERPENDICULAR TO SLAB EDGE. I• /I TYP AT SLAB BE M POUR2 8' Wx12"DP ' T KNDSLAB 12" CO &#5 RIZ010"OC EF& DDL#6 VERT DOW L@ 12°OC EF PER 2 /54.01 0 valr AI ciIf 4I I r,1 LANDIN II AT 0W "4IILIIa 0 al hIV 1I1ek!!„ - -* ® 0' ) P H ®� AI POPNG VIP REINF TYP AT SIIAS BEAM 8" CMU WALLW #5 VERT@32"OC& 21#A HORIZ @ 48'C, TYP 12° CONC Van W/ #5 TYP AT VERT 12'0 EF & #5 ELEV RAIL HOR12 @ 12"nC EF T/PARTIAL HEIGHT CONC WALL = 41'-9' 8" PARTIAL HEIGHT CONC WALLW)#5 VERT @ 12°0C & #4 HORIZ @ 12'0C 111 WA MI MILD REINFORCING PLAN NOTES: HSSBx6 1 4 ST=35'-B° VER DOOR FR) ARTIAL H IGHTCONC ALL W/#6 ERT@8'OC& )F5 HORIZ @ 17'OC PER ARCH /�B'-0Wx12"DP ( THKND SLAB 600S200-43 0 24°OC T/PARTIAL HEIGHT CONC WALL = STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01, S0.02, S0.03 AND S0.04. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. POST -TENSIONED TENDON LAYOUT SHALL BE PER POST -TENSIONED FRAMING PLAN. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND STAGING OF ALL SHORING AND RESHORING. SHORING PLACED BENEATH SLAB CLOSURE POURS SHALL NOT BE REMOVED UNTIL CLOSURE POUR CONCRETE HAS REACHED SPECIFIED STRENGTH. 5. STRUCTURAL SLAB THICKNESS AND TOP OF STRUCTURAL SLAB ARE AS SHOWN ON PLAN. 6. COLUMN OR WALL OVER -POURS INTO POST -TENSIONED SLABS SHALL NOT BE GREATER THAN 12" MAXIMUM. REMOVE ANY EXCESSIVE COLUMN OR WALL OVER -POURS PRIOR TO PLACING REINFORCING BARS AND POST - TENSIONED TENDONS. IT IS NOT PERMITTED TO INSTALL DRILL -IN ADHESIVE OR MECHANICAL ANCHORS, CUT OPENINGS IN OR CORE THROUGH POST -TENSIONED SLAB WITHOUT PRIOR WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD. ALL BUILDING SYSTEMS, MECHANICAL, ELECTRICAL. PLUMBING, FIRE PROTECTION SHALL PLACE DUCTS, CHASES, PIPES OR PIPE SUPPORTS, CONDUIT SLEEVES AND HANGER INSERTS, ETC INTO THE POST -TENSIONED SLAB PRIOR TO PLACING CONCRETE. 8. REINFORCING SHALL BE SUPPORTED TO MAINTAIN PROPER POSITION IN THE SLAB. TYP AT ONC COL T/PARTIAL HEIGHT CONC WALL=41'-9° 9P-T CONC SLAB PER PLAN NOTES T/SLAB=39'-0' MATCHLINE PER S102AM P AT EXI' COL 6" PARTIAL HEIGHT CONC WALL W)#6 VERT @ 8.0C & #5 HORIZ @ 12°0C PER ARCH A 12" CONC WALL W/ #5 VERT @ 12"0C EF & #6 HORIZ @ 12"0C EF & ADDL #6 VERT DOWEL @ 9'OC EF PER 20/S4.01 4 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 4 2010 City of Tukwila BUILDING DIVISION 9. PROVIDE TYPICAL BOTTOM MAT REINFORCING EACH WAY OVER ENTIRE SLAB PER PLAN. 10. PROVIDE CLEAR COVER PER GENERAL NOTES FOR ALL TOP AND BOTTOM REINFORCING, EXCEPT AT TENDONS WITH 1 1/4" TOP COVER, USE 1 1/4° TO ALIGN REINFORCING WITH TENDONS. 11. AT DROP BANDS, SPLICE BOTTOM STEEL AT COLUMNS AND TOP STEEL MID -SPAN PER LAP SPLICE SCHEDULE. 12. CONTRACTOR TO COORDINATE EMBED PLATES REQUIRED FOR STAIRS, GUARDRAILS, INTERIOR AND EXTERIOR WALLS, WINDOW WASHING ANCHORS. ETC. 13. WOOD STUD, SHEAR WALL AND HOLD-DOWN REQUIREMENTS PER STUD AND SHEAR WALL PLAN. CONTRACTOR TO COORDINATE ALL EMBED REQUIREMENTS FOR INSTALLATION OF HOLD-DOWNS AND SHEAR WALL ANCHORS OR EMBEDS. 14. TYPICAL DETAILS PER: 20/S3.01 TYPICAL LAP SPLICE SCHEDULE S4.01 TYPICAL POST -TENSIONED DETAILS S4.02 TYPICAL STUDRAIL DETAILS AT COLUMNS 5/54.02 SECTION AT CRANE/PLACING BOOM reLOCKOUT 17/S502 EXTERIOR NON -LOAD BEARING STUDS DEW IAUG 24 20;a I REID MIDDLETON, INC. LEVEL 2 MILD REINFORCING PLAN - SOUTH sEISION NO. 4' RECEIVED CITT OF TUKWILA F:i1J 1 G 2013 PET CENTER ROOF LEVEL 7 4 LEVEL 6 LEVEL 4 9 LEVEL 3 LEVEL 2 P LEVEL1 NOTE: DARKENED LINES DESIGNATE AREA OF WORK. SCALE: 1/e'= 1'-0' UR ALG ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 • 4y,OVAL consultant logo Lr6x*4»a+xA"H 446'4 GI ti444 *4R05o 707 W 2nd Avenue Spokane, Washington 99201 P: (509)4554448 www.dci-engineers.com CIVIL / STRUCTURAL L— project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submittals/revisions 6UILDING PERMIT SET 10.31.17 FOUNDATION ONLY PERMIT F1 12.06.1T STRUCTURAL RESUBMITTAL S1 12.18.17 STRUCTURAL RESUBMITTAL 52 01.10.18 STRUCTURAL BIDS ET 02.02,18 BP COORDINATION 21100E CD SET 0008.18 ISSUED FOR CONSTRUCTIONSET06.15.188 POST BP CORR. TO REV 4 08.15.18 drawing tine LEVEL 2 MILD REINFORCING PLAN - SOUTH drawing information ( DATE 12.06.17 SCALE As indicated DRAWN BSD JOB# 17041-0175 opyright tore rnani. n�P inm rw gl , wmminawm��, m�nElo sheaf number 1a IURBALO ARCHITECTURE URBANIRURAL MATCHUNE 21 (8) BANDED TENDONS 31/2 71/2 IEJ 7 3 1/2 7 1/2 2 1 1/2 71/2 E21:11.32„.. 4320 2)26 COT: FP 71/2 12 A /2 TYP AT CJ 71/2 3 3 1 A POUR 2 8'/7W/220P BAND 71/2 7 1/2 `f. 816% 6 "Wx "DP 58 ND 71/2 111/2 71/2 5 1/2 71/2 7 1/2 (/ 6 1/2 71/2 1/2 9" PT/ CONC S B PER PLAN NOTES T/SLAB 6 3960° 121) BANDED TENDONS 71/2 3 1 A 2 60699662 71/2 !;.1 i 71/2 31/2 3 1/2 51 1 h 12 =OONs @ 360.0C SLO I i ' DN I I i T..2 : , ,1-'"------- 1 ,, , 195610" 62-2---) 71/2 3 1/2 71/2 A 71/2 31/2 131 DIST TENDONS © 460.0C, TYP 53 A 860" 1660" 11' 195610" 2 POST -TENSIONED FRAMING PLAN NOTES: 662 1/2" I. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA ABBREVIATIONS AND LEGEND PER SOOT S0,02, S0,03 AND S0,04. 2, VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. 3, MILD REINFORCING BAR LAYOUT SHALL BE PER MILD REINFORCING PLAN. WALL DIMENSIONS, SLAB OPENING DIMENSIONS AND SECTION CUTS SHALL BE PER MILD REINFORCING PLAN. O CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND STAGING OF ALL SHORING AND RESHOR1NG. SHORING PLACED BENEATH SLAB CLOSURE POURS SHALT NOT BE REMOVED UNTIL CLOSURE POUR CONCRETE HAS REACHED SPECIFIED STRENGTH. 5, STRUCTURAL SLAB THICKNESS AND TOP OF STRUCTURAL SLAB ARE AS SHOWN ON PLAN. COLUMN OR WALL OVER -POURS INTO POST -TENSIONED SLABS SHALL NOT BE GREATER THAN 1/2" MAXIMUM. REMOVE ANY EXCESSIVE COLUMN OR WALL OVEFLPOURS PRIOR TO PLACING REINFORCING BARS AND POST - TENSIONED TENDONS, 8. DO NOT INSTALL DRILL -IN ADHESIVE AND EXPANSION ANCHORS IN THE POST -TENSIONED SLAB DRILLING INTO POST -TENSIONED SLAB WITHOUT APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD IS NOT PERMITTED. ALL BUILDING SYSTEMS: MECHANICAL ELECTRICAL, PLUMBING, FIRE PROTECTION SHALL. PLACE DUCTS, CHASES, PIPES OR PIPE SUPPORTS, CONDUIT SLEEVES AND HANGER INSERTS, ETC INTO THE POST -TENSIONED SLAB PR/OR TO POURING THE CONCRETE. 34611. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 24 2018 City of Tukwila BUILDING DIVISION 9. ADDITIONAL SHAFTS MAY BE LOCATED AFTER THE SLAB IS POURED IF APPROVED BY THE STRUCTURAL ENGINEER OF RECORD AND COORDINATED WITH THE GENERAL CONTRACTOR. 10. TENDONS STRESSING SEQUENCE PER GENERAL NOTES, STRESS A MINIMUM OF (2/TENDONS AT SIAB EDGES PERPENDICULAR TO THE BANDED TENDON ENDS BEFORE BANDED TENDONS ARE STRESSED. 11. HORIZONTAL SWEEP OF THE TENDONS SHALL NOT BE GREATER THEN 16. TENDONS WITH HORIZONTAL SWEEP GREATER THAN 16 SHALL BE REVIEWED BY THE ENGINEER -OF -RECORD FOR TENDON SPACING AND ADDITIONAL REINFORCING REQUIREMENTS PRIOR TO PLACING CONCRETE. 12. ENCAPSULATION REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 13. TYPICAL DETAILS PER: S401 9 & 10/S4.01 1/54.01 2/S4.01 3/S4,01 4/5401 5/S4.01 6/S4.01 5/S4.02 15/S4.02 20/54.02 TYPICAL POST -TENSIONED DETAILS TYPICAL POST -TENSIONED ANCHOR DETAILS TYPICAL SLAB OPENING AT POST -TENSIONED FLOOR SLAB PENETRATION AT POST -TENSIONED ANCHORS PLANSOLEVES THRU CONCRETE SLAB SLEVES THRU CONCRETE SLAB PLAN - SLEVES THRU CONCRETE SLAB AT COLUMN TYPICAL SLAB TENDON PROFILE SECTION AT CRANE/PLACING BOOM BLOCKOUT TYPICAL POST -TENSIONED CONSTRUCTION JOINT DETAILS SLAB AND SOFFIT STEP DETAIL -0EV8IEWEEn MU 24 2013 REID MIDDLETON, INC. REVISION NO, 21- RECEIVE6) Crri TIJKWELA AIL 1 6 2613 PERMIT CENTER ROOF LEVEL 7 LEVEL 5 , LEVEL 5 LEVELS LEVEL 2 NOTE: DARKENED LINES DESIGNATE AREA OF WORK. 1938 Fairview Avenue East sum loo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 1111 ErilOMEEMSO 707 W 2nd Avenue Spokane, Washington 99201 R (509)455-444B www_dci-engineers.COM / Copyoight 1012017 6.6to C66666 oc./11.91. Reserved ESELSr..-45.;S:ETTEBEF.E:::: STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 KeY plan submittals/revisions OUILOINGPERIMTSET 10.31.17 FOUNDATION ONLY PERMIT 12.08. STRUCTURAL RESUBMITTAL 12 STRUCTURAL RESUBMITTAL 0210.18 STRUCTURAL BID SET 02.02.18 BP COORDINATION 21100% CD SET 03.69.18 ISSUED FOR CONSTRUCTION 06.15. 8 POST BP CORTI 1TO REV4 0610.13 drawing title LEVEL 2 POST -TENSION PLAN - SOUTH drawing inlonnalion DATE 12.06.17 CALE As indicated DRAWN BSD JOB 3 17041-0175 copyright ===Vcrts 6664 professional wad. end shell ra1 lo zed ...win valcoMemAlen auftnzaltal prc.clure, sheet number S1.02BP LEVEL 2 POST -TENSION PLAN - SOUTH SCALE: 1/8" 6 11-0" KA, 195'-10" 0 0 URE3:A1 ARCHITECTURE URSANIRURAL T/STL = 49'-0' T/WALL= 52'6°(VERIFY) ATCHLINE 03BM- — 23'-0° 23'-0" 14161/2" 23'-0° 8051/2" 9'61/2° 6'-2 1/2" 34'-11" PT4x10 LEDGER W/ 121 1/2"0 AB /224°0C STL STAIR PER SUPPLIER �#5 DOWELS ®10"OC F PER 19/54.01 3 C=1 E-- #6 DOWELS ® 60C EF PER 19/54 01 TYP AT PLANTER 12 DP CONC SLAB ( SR5 �T/ORAL CJ 1 NTERMEDIATE STRESSING JOINT 48.1" PLANTER WAL PER 13/S4.2 12" P-T CONC SLAB PER PLAN NOTES TYP AT SR CJ (INTERMEDIATE STRESSING JOINT PLANTER ( SRC l T/DRAIN = 48'-11"� TOP REINFORCING SCHEDULE (,) TOP AND BOTTOM REINFORCING SCHEDULE 111 (2) MARK QUANTITY REINFORCING LENGTH SPACING REMARKS MARK QUANTITY REINFORCING LENGTH SPACING REMARKS 11 #5 12'0C W/STD HOOK TYP AT SLAB EDGE 2T #5 1200" 24'OC GIRD OVER WALL 3T #5 10'-0" 6'0C W/ 2'-0' STAGG, W/ STD HOOK AT SLAB EDGE 4T 10 #5 10'-0° 6"OC W/ 2'-0. STAGG, W/ STD HOOK AT SLAB EDGE 5T 12 #5 1090' 6"0C W/2'-0"STAGG, W/ STD HOOK AT SLAB EDGE 1T8 2 #5 CONT 4"0C TYP AT UNSUPPORTED SLAB EDGE 2T8 #5 TYP AT OPENING PER 1/S401 3TE #5 10'-0" 12'0C W/ 2'-0" STAGG, W/ STD HOOK AT SLAB EDGE 4T8 #10 4'0C LENGTH PER PLAN 6T8 2 #9 .60C 12'0C LENGTH PER PLAN 7T #8 6°0C LENGTH PER PLAN BT 14 12'-0" 6"0C W/ 2'-0' STAGG, W/STD HOOK AT SLAB EDGE 9T 16 #5 12'-0' 6'0C W/ 2'-0' STAGG, W/ STD HOOK AT SLAB EDGE 6T8 #5 12'OC LENGTH PER PLAN 7TB #8 12'0C TYP AT MAT SLAB PERIMETER BTB 16.0C TIP AT MAT SLAB 9TB #5 14'O" 12'0C W/COUPLERS PER 5/S4 02 10T #5 12'-0" 12.0C W/2'-0"STAGG. W/ STD HOOK AT SLAB EDGE 11T #5 3090' 24"OC W/ STD HOOK AT SLAB EDGE 12T 12°0C LENGTH PER PLAN 13T 2 #10 4.0C LENGTH PER PLAN BOTTOM REINFORCING SCHEDULE (1) MARK QUANTITY REINFORCING LENGTH SPACING REMARKS 18 36'0C EW, TYP OVER ENTIRE SLAB 28 #5 35'-0" 24'0C ADDL 38 #5 4.0C LENGTH PER PLAN 48 #9 6'0C LENGTH PER PLAN 58 #8 6'0C LENGTH PER PLAN 68 #8 12'0C LENGTH PER PLAN 78 #4 14'-0" 12'0C 8B #7 12.0C LENGTH PER PLAN 9B 6 #5 35'-0' W/ STD HOOK AT ENO 10B 4 #8 4'0C W/ STD HOOK AT SLAB EDGE 11B x4 1400° 24.0C 128 #5 35'-0' 12.0C ADDL 10T8 #6 1500 12'0C 4/S402 11TB 12T8 2 2 #8 2500. 10'-4 4°0C 12.0C LENGTH PER PLAN NOTE (1) REINFORCING NOTED ON PLAN S IN ADDITION TO TYPICAL BOTTOM AND/OR TOP MATS. (2) QUANTITY NOTED IS FOR TOP AND ALSO BOTTOM BARS, TOTAL REINFORCEMENT IS DOUBLE WHAT IS NOTED. (3) NOT STAGGER PERPENDICULAR TO SLAB EDGE. 11 7/8" #5 DOWELS /2 6'OC EF ci PER 19/S401 8'61/2" EA I 2' 101/2" H.S COL PER S 03AW 2'-11 7/8" (INTERMEDIATE TRESSING JOINT) T/DRAIN=4900. -o AIN = 46'-10" H$S COL PER SI .038W, TYP- 9'-0 7/8" 1299 7/8" 3/4" 7'-5 5/8' 10'-3" MILD REINFORCING PLAN NOTES: TYP AT ELEV RAIL 4' SOFFIT STEP 4° SOFFIT STEP 3" SOFFIT STEP 13'-97/8' 2 3/4" 5'6"W,16" P SLAB BAND STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER 50.01, 50.02, SO 03 AND 50.04. 9. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. 10. POST -TENSIONED TENDON LAYOUT SHALL BE PER POST -TENSIONED FRAMING PLAN. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND STAGING OF ALL SHORING AND RESHORING. SHORING PLACED BENEATH SLAB CLOSURE POURS SHALL NOT BE REMOVED UNTIL CLOSURE POUR CONCRETE HAS REACHED SPECIFIED STRENGTH. 5. STRUCTURAL SLAB THICKNESS AND TOP OF STRUCTURAL SLAB AREAS SHOWN ON PLAN. 6. COLUMN OR WALL OVER -POURS INTO POST -TENSIONED SLABS SHALL NOT BE GREATER THAN 1/2" MAXIMUM. REMOVE ANY EXCESSIVE COLUMN OR WALL OVER -POURS PRIOR TO PLACING REINFORCING BARS AND POST - TENSIONED TENDONS. 7. IT IS NOT PERMITTED TO INSTALL DRILL -IN ADHESIVE OR MECHANICAL ANCHORS, CUT OPENINGS IN OR CORE THROUGH POST -TENSIONED SLAB WITHOUT PRIOR WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD. ALL BUILDING SYSTEMS: MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION SHALL PLACE DUCTS, CHASES, PIPES OR PIPE SUPPORTS, CONDUIT SLEEVES AND HANGER INSERTS, ETC INTO THE POST -TENSIONED SLAB PRIOR TO PLACING CONCRETE. 8. REINFORCING SHALL BE SUPPORTED TO MAINTAIN PROPER POSITION IN THE SLAB. ( sns) 1 SOFFIT ( g STEP SR3 A MATCHLINE PER St 038M PROVIDE TYPICAL BOTTOM MAT REINFORCING EACH WAY OVER ENTIRE SLAB PER PLAN. PROVIDE CLEAR COVER PER GENERAL NOTES FOR ALL TOP AND BOTTOM REINFORCING, EXCEPT AT TENDONS WITH 11/4"TOP COVER, USE 1 1/4°TO ALIGN REINFORCING WITH TENDONS. 11. AT DROP BANDS, SPLICE BOTTOM STEEL AT COLUMNS AND TOP STEEL MID -SPAN PER LAP SPLICE SCHEDULE. 12. CONTRACTOR TO COORDINATE EMBED PLATES REQUIRED FOR STAIRS, GUARDRAILS, INTERIOR AND EXTERIOR WALLS, WINDOW WASHING ANCHORS, ETC. 13. WOOD STUD, SHEAR WALL AND HOLD-DOWN REQUIREMENTS PER STUD AND SHEAR WALL PLAN. CONTRACTOR TO COORDINATE ALL EMBED REQUIREMENTS FOR INSTALLATION OF HOLD-DOWNS AND SHEAR WALL ANCHORS OR EMBEDS. 14. TYPICAL DETAILS PER: REVIEWED FOR CODE COMPLIANCE APPROVED AUG 24 2018 City of Tukwila BUILDING DIVISION 20/S3 01 TYPICAL LAP SPLICE SCHEDULE S4,01 TYPICAL POST -TENSIONED DETAILS S4.02 TYPICAL STUDRAIL DETAILS AT COLUMNS 5/S4 02 SECTION AT CRANE/PLACING BOOM BLOCKOUT 17/S502 EXTERIOR NON -LOAD BEARING STUDS DMDI 22t EWED nuG ," r3 REID MIDDLETON, INC. REVISION NO. 4 CITYRECEIVED OF TUK W I LA /603i620/2 PERMIT CENTER NOTE: DARKENED LINES DESIGNATE AREA OF WORK. ROOF s LEVEL 7, LEVEL 6 Q LEVEL 5 0 LEVEL 4 4 LEVEL2 LEVEL 1 LEVEL 3 MILD REINFORCING PLAN - NORTH SCALE: 1/3' = 1938 Fairview Avenue East sa1,e,00 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 48Fr2P6t051L1Rs® 707 W 2nd Avenue Spokane, Washington 99201 P: (509) 455-4448 www.dci-engineers.com CIVIL / STRUCTURAL ®Cep Nfti�u Resenee project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 key plan submittals/revision BUILDING PERMIT SET FOUNDATION ONLY PERMIT STRUCTURAL RESUBMRTAL STRUCTURALRESUBMITAL STRUCTURAL BID SET 10.21.17'1 f1 St Spp2�� 01.10.18 /B1\ 02.02.18 12_08.17 12.18.17 BP COORDINATION 21100% CD SET 03.09.18 ISSUED FOR CONSTRUCTION SET POST BP CORR. 1 TO REV 08.15.18 tlrawing title LEVEL 3 MILD REINFORCING PLAN - NORTH 81 BANDED d T TENDONS 1241 BANDED TENDONS (221 BANDED TENDONS 1281 BANDED TENDONS (30) BANDED TENDONS 125) HANDED TENDONS 4 1/4 VARY TENDON PROFILE UNIFORMLY ACROSS THIS LINE EA- CJ )INTERMEDIATE STRESSING JOINT) A 23'' TES 05400 TO 1/4 VARY TEIRDON PROFIL_dG UNIFORMLY ACROS THIS LINE ------------------------- ADDL TENDONS 101/2 POUR4 121P-T CONC SLAB PER PLAN NOTES - 93/4 TYP AT CJ CD 11 TERMEDIATE P9FlR-7.. STRE SING JOINT) 195410• 4 3/4 OE E.3 O GO 12' P-T CONC SLAB PER PLAN NOTES T/SLAB = 49' 0' 14461/2° 8'-51/2' CJ (INTERMEDIATE STRESSING JOINT) POUR 2 POST -TENSIONED FRAMING PLAN NOTES: 9'b 1/2 6'-21/2" (6) ADDL TENDONS -/ NORTH MO TTENDONS- TOPASS 0 ER COL AT THIS LOCH ON 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PERSO 01, S002, S0.03 AND S0.04. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. 3. MILD REINFORCING BAR LAYOUT SHALL BE PER MILD REINFORCING PLAN. A. WALL DIMENSIONS, SLAB OPENING DIMENSIONS AND SECTION CUTS SHALL BE PER MILD REINFORCING PLAN. 5. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND STAGING OF ALL SHORING AND RESHORING. SHORING PLACED BENEATH SLAB CLOSURE POURS SHALL NOT BE REMOVED UNTIL CLOSURE POUR CONCRETE HAS REACHED SPECIFIED STRENGTH. 6. STRUCTURAL SLAB THICKNESS AND TOP OF STRUCTURAL SLAB ARE AS SHOWN ON PLAN. 7. COLUMN OR WALL OVER -POURS INTO POST -TENSIONED SLABS SHALL NOT BE GREATER THAN 1/2" MAXIMUM. REMOVE ANY EXCESSIVE COLUMN OR WALL OVER -POURS PRIOR TO PLACING REINFORCING BARS AND POST - TENSIONED TENDONS. 8 DO NOT INSTALL DRILL -IN ADHESIVE AND EXPANSION ANCHORS IN THE POST -TENSIONED SLAB. DRILLING INTO POST -TENSIONED SLAB WITHOUT APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD IS NOT PERMITTED. ALL BUILDING SYSTEMS: MECHANICAL ELECTRICAL, PLUMBING, FIRE PROTECTION SHALL PLACE DUCTS, CHASES, PIPES OR PIPE SUPPORTS, CONDUIT SLEEVES AND HANGER INSERTS, ETC INTO THE POST -TENSIONED SLAB PRIOR TO POURING THE CONCRETE. (18) BANDED TENDONS (2/ ADDL TENDONS m ® 5'U-0C 9. 10, 11. (22) TEND A VARY TENDON PROFILE UNIFORMLY ACROSS THIS LINE NDED NS ANDED ONS (2818ANDE0 TENDONS (30) BANDED TENDONS (311 BANDED TENDONS REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 4 2018 City of Tukwila BUILDING DIVISION ADDITIONAL SHAFTS MAY BE LOCATED AFTER THE SLAB IS POURED IF APPROVED BY THE STRUCTURAL ENGINEER OF RECORD AND COORDINATED WITH THE GENERAL CONTRACTOR. TENDONS STRESSING SEQUENCE PER GENERAL NOTES. STRESS A MINIMUM OF (2) TENDONS AT SLAB EDGES PERPENDICULAR TO THE BANDED TENDON ENDS BEFORE BANDED TENDONS ARE STRESSED. HORIZONTAL SWEEP OF THE TENDONS SHALL NOT BE GREATER THEN 1:6. TENDONS WITH HORIZONTAL SWEEP GREATER THAN 1 6 SHALL BE REVIEWED BY THE ENGINEER -OF -RECORD FOR TENDON SPACING AND ADDITIONAL REINFORCING REQUIREMENTS PRIOR TO PLACING CONCRETE. 12. ENCAPSULATION REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 13, TYPICAL DETAILS PER: S4.01 9 & 10/S4.01 1/S4.01 2/S4.01 3/S4.01 4/S4.01 5/S4.01 6/54 01 5/S4.02 15/S4,02 20/S4.02 TYPICAL POST -TENSIONED DETAILS TYPICAL POST -TENSIONED ANCHOR DETAILS TYPICAL SLAB OPENING AT POST -TENSIONED FLOOR SLAB PENETRATION AT POST -TENSIONED ANCHORS PLANS-SLEVES THRU CONCRETE SLAB SLEVESTHRU CONCRETE SLAB PLAN - SLEVES THRU CONCRETE SLAB AT COLUMN TYPICAL SIAS TENDON PROFILE SECTION AT CRANE/PLACING BOOM BLOCKOUT TYPICAL POST -TENSIONED CONSTRUCTION JOINT DETAILS SLAB AND SOFFIT STEP DETAIL REVISION NO, L RECEIVED CITY OF TUKWILA 3i;3 i 5 236 PERMIT CENTER ROOF 4 LEVEL7 C LEVEL6 LEVEL 5 o- LEVEL 4 s LEVEL3 NOTE: DARKENED LINES DESIGNATE AREA OF WORK. LEVEL 3 POST -TENSION PLAN - NORTH SCALE 1/81= ,'6' URBALO ARCHITECTURE! URBANIRURAL 7938 Fairview Avenue East sutra too Seattle, WA 98102 info@urbalarchitecture.com www,urbalarchitecture,com T 206-257-0972 0041 v /011 u6 S9 707 W 2nd Avenue Spokane, Washington 99201 P. (509) 455-4448 www.dci-engineers.com CIVIL / 5 R4L4GTURAL,1 OCopyright1012017 OrPrnaloConverserto Inv.Alfthtslirn project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan ubmittals/revision BUILDINGPERMR SET 10. OUNDATION ONLY PERMB /Ft\ 1206.17 STRUCIURALRESUB STRUCTURALRESUBMITTAL STRUCTURAL BID SET 01,10.18 BP COORDINATION 21100%CD SET 0309,1E SUED FOR CONSTRUCTION SET 06,15.1E POST BP CORR.1 TO REV 08.15.18 drawing tale LEVEL 3 POST -TENSION PLAN - NORTH drawing information DATE 12.06.17 SCALE As indicated DRAWN BSD JOB 8 17041-0175 PSL51/ 2x10 LEDGER W/ (41 SDWS22600D8 SCREWS@ 16'OC (21 SCREWS AT JOIST PARALLEL Mar _ PSL5 1/4x11 7/8 tlNoy pp BOLT ON CONN PER 17/S5,03, TYP AT CORNER CONDITION -DHU HGR, TYP AT (2) HOUR WALL UNO HHUS HGR SL51/4x11 7 SL3 1/2x9 DGB HGR, REAM, R. BLKG W/D'' STUD AT M HGR P LANDI IDE D8LLATE COMPRI SION LANDING BEAM TYP AT BOLT -ON DECK PSL5 1/4x11 7/8, TYP AT BOLT -ON BALCONY 11 7/8"TJI210 ®16"OC TYP AT CORRIDOR 117/8'TJI210@ TYP. UNO PSL51/4711 7/8, TYP AT BOLT -ON BALCONY 23/32°SHTHG PER PLAN NOTES T/SHTHG = 78'-10' 3/4° TYP AT PARTY WALL �12{ LhL RIM, TYP AT ENT FOR (2) LSL RIM, TYP AT EXT FOR TYP AT BOLTS DECK �BOLT -ON BALCONY BY OTHE•S TYP AT INT UNIT WALL 11 7/8°TJI 210 (016"0C TYP, UNO 12/ LSL1 1/2x11 7/8 RIM JOIST, TYP AT CORRIDOR, UNO TYP AT INT UNIT WALL 12) LSL Riw, TYP ATEXTH R CSt6x4TOP PLATE SPLICE AT FIREWALL FLOOR FRAMING PLAN NOTES: OHU HGR, TY AT (2) HOUR WALL UNO LSL3 1/2x11 7, CS14x8'-0"W/ 2x BLKG 21 LSL1 1/ PSL51/4 11 7/8 17/8°T2.0C PS L 1/4x117 SL1 ilZx1 t 7/8 00 00 0O TYP TAT CORRIDOR HU212 HGR 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA ABBREVIATIONS AND LEGEND PER S0,01. S002, S0,03 AND S004, 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. 3. FLOOR SHEATHING PER PLAN AND STRUCTURAL GENERAL NOTES. SHEATHING TO BE GLUED AND NAILED TO FRAMING WITH 0.131° DIAx21/2" NAILS @ 6"OC AT PANEL EDGES AND ®12"OC FIELD, UNO. LAY SHEATHING WITH FACE GRAIN (LONG DIRECTION) PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW 1/8" SPACE BETWEEN PANEL ENDS AND EDGES. 4. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. 5. ALL WOOD EXPOSED TO CONCRETE,WEATHER, ORWITHIN 8" OF FINISHED GRADE SHALL BE PRESSURE -TREATED. 6. ALL 2x HANGERS TO BE FACE MOUNT TYPE LUS, UNO. GLULAM, PARALLAM AND MICROLLAM HANGERS ARE AS SPECIFIED ON PLAN. "I" JOIST HANGERS TO BE FACE MOUNT SIMPSON IUS TYPE, UNO. 7. HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE(2f2x10 MINIMUM. HEADER SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. SUR/L HGR 12/ LSL1 1/2 (2/ LSL1 1/2x11 7/8 RIM JOIST, TYP AT CORRIDOR, UNO 7/8" TJI 210 016'OC P AT CORRIDOR TYP AT INT UNIT WALL TYP AT PARTY WALL 01'P 12) LSL RIM, TYP AT EXT HDR TYP AT BOLT -ON DECK BOLT -ON BALCONY BYOTHERS REVIEWED FOR CODE COMPLIANCE APPROVED AUG 24 2818 City of Tukwila BUILDING DIVISION 8. BEAMS ARE FLUSH FRAMED WITH JOISTS UNLESS NOTED OTHERWISE ON DETAILS, OR ON PLANS AS VT INDICATING THAT DROPPED BEAM FRAMING IS REQUIRED. BEAM SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW, PROVIDE A35 CLIP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES. 9. PROVIDE FULL HEIGHT SOLID BLOCKING OR DOUBLE JOISTS UNDER ALL SHEAR WALLS AND BEARING WALLS. AT SHEAR WALLS PARALLEL TO FRAMING, ALIGN (1) JOIST OVER SHEAR WALL (ADDITIONAL JOISTS MAYBE REQUIRED). 10. ALL RIM JOISTS AND BLOCKING TO BE 1 1/2" LSL MINIMUM, UNO. 11. PROVIDE DOUBLE JOISTS AROUND ALL FLOOR AND ROOF OPENINGS GREATER THAN 24. ON ONE SIDE. 12. BEARING STUD, SHEAR WALL HOLD-DOWN, POST SIZE, AND POST CAP AND BASE REQUIREMENTS BELOW PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. 13. HANGERS PER PLAN SHALL BEAT TACHED WITH MAX NAILING PER SUPPLIER, UNLESS NOTED OTHERWISE ON PLAN. AUG--,-0>EvoEwEiN 24 202 REID MIDDLETON, INC. REVISION NO. 4- RECEIVED CITY OF TUKWILA I'ui62U12 PERMIT 00010R ROOF LEVEL 7 $ LEVEL 6 LEVEL 5 LEVEL4 LEVEL 3 LEVEL 2 , LEVELI B NOTE: DARKENED LINES DESIGNATE AREA OF WORK, URBALO ARCHITECTUREI UIBANIRURAL 1938 Fairview Avenue East saire,00 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 fdMG 1 Di804LFO M® 707 W 2nd Avenue Spokane, Washington 99201 P: (509) 455-4448 www.dci-engineers.com CIVIL / STRLJCTURA ®Copyrgnl mG^J.oi'Ip'Pmalo Cvnrnsano lne Na'gnbnerem.M� project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan NG PERMIT SET 0.31.17 FOUNDAPON ONLY PERMIT 1206.17 STRUCTURAL RE8UBM1 1218.17 STRUCTURALRESUBMITTAL /52\ 01.10.18, UCTURAL BID SET 02.02.18 P C00ROINAT10N2/100%CO SET _ 03.09.1 ISSUED FOR CONSTRUCTION SET 8 POST BE CORR.1 TO REV 08.18.18 drawing information DATE 12.06.17 SCALE As indicat DRAWN BSD -017 sheet num S1.06AF LEVEL 6 FRAMING PLAN - NORTH SCALE. 1/0'= I"0' 195'-10" ® 0 0 URBAL ARCHITECTURE URBANIRURAL 23'-0° 23'-0° \..n �12) 2x6 STUD @ lJ 16"0C JOIST PERP 2x6 STUDS @ 16°0C 2x6 STUDS @ 16.0D j 2x6 SNDS @ 16'0C 12) 2x6 STUDS @ 16"OC JOIST PERP O0T W2 600T 6x3 POST, TYP AT BOLT ON BALCONY 6x3 POST, T'P AT BOLT ON BALCONY 6x8 POST, TYP AT BOLT ON BALCONY O0T 6.75T 14'-5 12" 1/2" 1/2" 6'-2I/2" 34'-11" BALCONY - ---- / BY OTHERS (212x6 SDS JOTUIST PERP a 8 © 7.00T /© 7.00T W2 6.75T 6.75T 2 W2 1I 700T n 8 8 70 S i 7.00T .75T STUD BEARING WALL SCHEDULE (2) LEVEL CORRIDOR WALL PARTY WALL Hl INTERIOR UNIT WALL EXTERIOR WALL 7 2x6016"05 8<4016"05 284016°05 240 16°05 6 2x66160C 274816"05 250816505 8<60)16'05 5 2x60 16'0C 250812°05 (2)2x4016"05 2x6@ 16'05 4 2x6 @16"OC 2x4@12"0C (2)2x4@16"OG 2x6@ 16"OC 3 2x6@WOG (2)2x4@16"OC 1212x4@12°0C OR 12) LSL1 1/2x31/2 @ 16"OC 2x6@16"OC NOTE: (1) PARTY WALL CONSIST OF DOUBLE WALLS. SPACING SHOWN IS FOR EACH INDIVIDUALWALL. 12) SHAFT WALL TYPICAL A13 PER ARCHITECTURAL SHALL CONSIST OF 2X4 STUDS @ B°OC STAGGED ON A 2X6 PLATE. 675T W2 7.00T Wa7 6.75T]5T 2 _ W2 8 60DT O6 7,00T 600T 6.7 W2 675T n 8 7DOT 16 W2 16 700T r STUD AND SHEAR WALL PLAN NOTES: 1, STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER 50.01, 50.02,50 03 AND S0.04. 2. LUMBER GRADE PER STRUCTURAL GENERAL NOTES. 3, ALL INTERIOR NON'BEARING. NON-STRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 4. HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY (11TRIMMER AND 11) KING STUD MINIMUM, UNO. INTERIOR UNIT WALL HEADERS AT LEVEL 3 SHALL HAVE (2) TRIMMER STUDS, UNO. WHERE MORE THAN 11} TRIMMER IS REQUIRED, THE NUMBER OF TRIMMER STUDS SHALL BE NOTED THUS:.--, TRIMMERS TO BE CONTINUOUS TO THE POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING. 5. BEAMS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY (2) BUNDLED STUDS MINIMUM, UNO, WHERE MORE THAN 121 BUNDLED STUDS ARE REQUIRED, THE NUMBER OF BUNDLED STUDS SHALL BE NOTED THUS:.- . BUNDLED STUDS TO BE CONTINUOUS TO THE POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING, 6. SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 19/S5.01. 7. AT STAGGERED STUD WALLS, BUNDLED STUDS, TRIMMER STUDS, KING STUDS AND SHEAR WALL COMPRESSION STUDS ARE TO MATCH THE WIDTH OF THE WALL PLATES. 8 671 W2 © 3.50T " 6x8 POST, AT BOLT ON RTYPALCONY W2 © 3.50T / SOT © W2 50T BBOYOLTN BALCONY THERS-O MATCHLINE PER 51 068 RCV/ENfi3O FOR CODE COMPLIANCE APPROVED AUG 2 4 2010 City of Tukwila UILDING DIVISION XT B.INDICATES TENSION LOADS REQUIRED (IN KIPS). LOADS SHOWN ARE AT SERVICE LEVEL (ASO). CIRCLED NUMBER INDICATES NUMBER OF STUDS REQUIRED FOR TDS HOLD'DOWN, PLACE HALF ON EACH SIDE OF TDS. WHERE LSL STUDS ARE USED A DIRECT 12) LSL TO 1312x4 SUBSTRUTION MAY BE USED AT CONTRACTOR DISCRETION. 9. TYPICAL HOLD-DOWN ELEVATION PER 10/S5.01, 4/55.01 AND 9/S5.01. 10. ANCHOR BOLTS TO BE 5/8" DIA x 7° MINIMUM EMBEDMENT PER 4/S4.04. PROVIDE HOT -DIPPED GALVANIZED ANCHOR BOLTS AT PRESSURE -TREATED SILL PLATES. 11. BEARING WALLS HAVE BEEN DESIGNED TO BE FULL BRACED BY GYPSUM AND WOOD SHEATHING. IF TOP DOWN FINISH IS DESIRED. THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING THE UNBRACED CONDITION OF THE STUDS UNTIL THE SHEATHING IS APPLIED. 12. TYPICAL DETAILS PER: 1/S5.01 TYPICAL INTERIOR STAIRWELL ELEVATION 3/S501 TYPICAL STUD WALL OPENING (HEADER) DETAIL 5/S5 01 TYPICAL TOP PLATE SPLICE DETAIL 10/S501 TYPICAL SHEAR WALL ELEVATION 4/S5.02 FIRE CLOSET ATSHEARWALL 15/S503 TYPICAL HOLES AND NOTCHES IN WOOD STUDS INDICATES LOCATION OF HOLD-DOWN REVISION NO, 4- K'JV', I AUu i 6 22/3 PEV:IV➢T CENTER ROOF LEVEL ] LEVEL 64 LEVEL 5 Q LEVEL 4 d LEVEL3 LEVEL 2 9 LEVEL 1 NOTE: DARKENED LINES DESIGNATE AREA OF WORK. 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 1e n0o08< 707 W 2nd Avenue Spokane, Washington 99201 P: (509)455-4448 =Add-engineers.com CIVIL / STRIJCTIJRAL project n STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 key pl submiltalslrevkfons BUILDING PERMIT SET 10.31.17 FOUNDATION ONLY PERMIT STRUCTURAL RESUBMSTTAL 08.1T 2.18.17 STRUCTURALRESUBMITTA STRUCTURAL BID SET 01.10.18 02.02.18 BP COORDINATION 21100%CD SET 03.09.18 ISSUED FOR CONSTRUCTIONSET/3\ 06.18.18 POST BP CORR.I TO REV 08.15.18 drawing tithe LEVEL 6 STUD AND SHEAR WALL PLAN — NORTH udIal ai m r,,,, S1.06AW LEVEL 6 STUD AND SHEAR WALL PLAN - NORTH SCALE. 1/8° =1'-0° URBALO ARCHITECTURE1 URBANIRURAL .0 PSL5 1/4x11 7/8 HHUS HGR — 2x10 LEDGER VV/ 14) SDWS22600D8 SCREWS @ 1610C 121 SCREWS AT JOIST PARALLEL PSL5 1/4x11 7/8 n n ..—e--- 2,41G@ 160C TY DHU HGR TYP 121 HOUR WALL UNO LSL3 1/2x9 1 2x10 011610C TPSL5 1/4x 1 7 71111111111k LSL3 /2x9 1/2 704' 15 1/4x117/8 16 S5 01 DGS HGR TY LANDIN BEAM, RO PLATE LKG COMPR SSI MID LANDIN E DBL / OBL STUD A BEAM HG (21 L L RIM, TYP AT E HDR TYP AT BOLT -ON DECK ---------------------- 1 0. TYP AT INT UNIT VVALL 117/0'0J1210010"OC TWA CORRIDOR TYP AT PARTY WALL 12/ LSL1 1/2x11 718 RIM JOIST, TYP AT CORRIDOR, UNO TYP AT BOLT -ON BALCONY PSL5 1/4x11 7/8, TYP AT BOLT -ON BALCONY BOLT -ON BALCONY BY OTHERS CS16x41-01 TOP PLATE SPLICE AT FIREWALL CS16.11.01 TOP PLATE SPLICE AT FIREWALL CS16x41-01 TOP PLATE SPLICE AT FIREWALL FLOOR FRAMING PLAN NOTES: x10 1610C 0 HU212 HGR 1/2x11 7/8. 12/ LSL1 1/2x11 " 8LSLT 1/8411 7/8 31'CS/4W/ 2x BLKG MSC488310 TYP AT BOLT -ON DECK WO 16100 n SL5 1/4x11 7/8 MSTC48B3 1/4x11 7/8 TYP AT INT UNIT WALL ) LSL1 1/ 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER 80.01, 00.02, SO 03AND S0.04. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. 3. FLOOR SHEATHING PER PLAN AND STRUCTURAL GENERAL NOTES. SHEATHING TO BE GLUED AND NAILED TO FRAMING WITH 0.1311 DIAx2 1/21 NAILS @ 610C AT PANEL EDGES AND 60 1210C FIELD, UNO. LAY SHEATHING WITH FACE GRAIN (LONG DIRECTION) PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW 1/8° SPACE BETWEEN PANEL ENDS AND EDGES. 4. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS, 5. ALL WOOD EXPOSED TO CONCRETE, WEATHER, OR WITHIN 8" OF FINISHED GRADE SHALL BE RRESSUBE TREATED. 6. ALL 2x HANGERS TO BE FACE MOUNT TYPE LUS, UNO. GLULAM, PARALLAM AND MICROLLAM HANGERS ARE AS SPECIFIED ON PLAN. JOIST HANGERS TO BE FACE MOUNT SIMPSON IUS TYPE, UNO. 7. HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE {2) 2,40 MINIMUM. HEADER SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. 7/8L TJI 210 @ 1 6LOC TYP AT CORRIDOR PSL5 1/47 00 101.610C MAX, TYP AT CORRIDOR (2) LSL1 1/2x11 7/8 RIM JOIST, TYP AT 8 CORRIDOR, UNO to ,-. 0 — BOLT -ON BALCONY BY OTHERS TYP AT PARTY WALL TYP AT INT UNIT WALL 0,01,BsALCONY (2f LSL RIM, TYP AT EXT HDR ROE-TED FOR CODE COMPLIANCE APPROVED AUG 2 4 2018 City of Tukwila BUILDING DIVISION 8. BEAMS ARE FLUSH FRAMED VVITH JOISTS UNLESS NOTED OTHERWISE ON DETAILS, OR ON PLANS AS "DE31 INDICATING THAT DROPPED BEAM FRAMING IS REQUIRED. BEAM SUPPORTS PER STUD AND SHEAR WALL PIAN ON FLOOR BELOIN. PROVIDE A35 CLIP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES. 9. RROV/DE FULL HEIGHT SOLID BLOCKING OR DOUBLE JOISTS UNDER ALL SHEAR WALLS AND BEARING WALLS. AT SHEAR WALLS PARALLEL TO FRAMING, ALIGN.) JOIST OVER SHEAR WALL (ADDITIONAL JOISTS MAY BE REQUIRED). 10. ALL RIM JOISTS AND BLOCKING TO BE 1 1/21 LSL MINIMUM, UNO, 11, PROVIDE DOUBLE JOISTS AROUND ALL FLOOR AND ROOF OPENINGS GREATER THAN 24" ON ONE SIDE. 12. BEARING STUD, SHEAR WALL, HOLD-DOVVN, POST SIZE, AND POST CAP AND BASE REQUIREMENTS BELOW PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. 13. HANGERS PER PLAN SHALL BE ATTTACHED WITH MAX NAILING PER SUPPLIER, UNLESS NOTED OTHERWISE ON PLAN. -DEVEIEWER J AUU 2 4 20:3 1-12-11 REID MIDDLETON, INC. REVISION NO. 4 'RECEIVED CCP,' OF TUKWILA AUS16 202 PELNVIIT CENTER ROOF LEVEL 7 NOTE: DARKENED LINES DESIGNATE AREA OF WORK. 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 enGtnessi se 707 W 2nd Avenue Spokane, Washington 99201 R (509) 455-4448 www.dd-engineers.com nosts Imps STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submittals/revnions BUILDING PERMIT SET FOUNDATION ONLY PERMIT STRUCTURAL RESUBMITTAL STRUCTURAL RESUBMITTAL 10.31.17 12.06.17 12.18.17 01.10.18 UCTU BID SET xis] COONDINAIION 21100% CD SET 03.09181 ISSUED FOR CONSTRUCTION SET i POST 13P CORE ITO REV 4 LEVEL 6 FRAMING PLAN —SOUTH drawing 1n70rrn290n DATE 12.06.17 SCALE As Indicated DRAWN BSD JOB # 17041-0175 copyright rorror crro o droopy to intonation ....won. °worm ug. Araitemae, sheet number S1.06BF LEVEL 6 FRAMING PLAN - SOUTH SCALE. 1/81= 11-01 (.‘" MATCHLINE PER Si. BAW^ (2) 2x6 STUDS @ 16'0C JOIST PERP 2x6 STUDS ®16.0C 2x6 STUDS @ 16"OC 0 600 6 STUDS @ 16'0C 66 (212x6 STUDS ® a 16.0C JOIST PERP _ _ r W2 6x8 POST, TYP AT BOLT ON BALCONY 600T ® 700T © W2 ® TOOT 7.00T '" a .......... _." 66 ..... 5T 525T W2 8 7.00T 0) 525T Z r 15'-0' BOLT -ON BALCONY BY OTHERS 16'-0" W2� 0 8 525T 0 0 �— FIREWALL 1 W3 W2 BO(((((('''''' 64B POST, TYP AT LT ON BALCONY 66 8 8 STACK RUNDLEW/COL BELOW, FULL HEIGHT— 75T 0 13'-71/2" 9'A1/2" 6.75T 2x6 STUDS @ 16"OC 75T r ® 575T` W2 \o ImmmT TY -a6010.O NEBALNY BY OTHRS CO 350T © W2 a 350T S5.01 TYP �325T W2 © 3267 600T 600T W2 \ 400T O 400T 0 15T W2 © 625T 2' 61/2"� 6'-2 1/2" BOLT -ON BALCONY BY OTHERS (212x6 STUDS@ 160C JOIST PERP- 34'-11" 195'-101 6 \J STUD BEARING WALL SCHEDULE 0 LEVEL CORRIDOR WALL PARTY WALL 10 INTERIOR UNIT WALL EXTERIOR WALL 7 2x6@'WOG 2x4@1610C 2x4@16'0C 2414 161OC 6 2x6 @ 16"OC 2x4916°0C 2x4 CO 16°0C 2x6 @ 16"OC 5 2x6916"02 2x4912°0C 1212x46616"00 2x6 6616'00 4 2x6 661602 204012"02 1212x4016°0C 2x6 916°02 3 2x6916102 1212x466 16.0C 1212x4@12.0C OR(21 LSL1 1/2x31/2 @ 16"OC 2x6@16"OC NOTE: (1) PARTY WALL CONSIST OF DOUBLE WALLS. SPACING SHOWN IS FOR EACH INDIVIDUAL WALL. 121 SHAFT WALL TYPICAL A13 PER ARCHITECTURAL SHALL CONSIST OF 2X4 STUDS @ 8"OC STAGGED ON A 2X6 PLATE. F.2 STUD AND SHEAR WALL PLAN NOTES: 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01, SO.02,S003 AND S0.04. 2. LUMBER GRADE PER STRUCTURAL GENERAL NOTES. 3. ALL INTERIOR NON -BEARING, NON-STRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 4. HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY(11TRIMMER AND (11 KING STUD MINIMUM, UNO. INTERIOR UNIT WALL HEADERS AT LEVEL 3 SHALL HAVE (2) TRIMMER STUDS, UNO. WHERE MORE THAN (1) TRIMMER IS REQUIRED, THE NUMBER OF TRIMMER STUDS SHALL BE NOTED THUS: TRIMMERS TO BE CONTINUOUS TO THE POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING. 5. BEAMS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY12) BUNDLED STUDS MINIMUM, UNO. WHERE MORE THAN (21 BUNDLED STUDS ARE REQUIRED, THE NUMBER OF BUNDLED STUDS SHALL BE NOTED THUS: . BUNDLED STUDS TO BE CONTINUOUS TO THE POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING. 6. SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 19/S501. 7. AT STAGGERED STUD WALLS, BUNDLED STUDS, TRIMMER STUDS, KING STUDS AND SHEAR WALL COMPRESSION STUDS ARE TO MATCH THE WIDTH OF THE WALL PLATES. 0 X XT O 8. / INDICATES TENSION LOADS REQUIRED (IN KIPS. LOADS SHOWN ARE AT SERVICE LEVEL(ASO). CIRCLED NUMBER INDICATES NUMBER OF STUDS REQUIRED FOR TDS HOLD-DOWN, PLACE HALF ON EACH SIDE OF TDS. WHERE LSL STUDS ARE USED A DIRECT (2 LSL TO 1312,4 SUBSTITUTION MAY BE USED AT CONTRACTOR DISCRETION. 9, 10. TYPICAL HOLD-DOWN ELEVATION PER 10/S5,01, 4/S5.01 AND 9/S5.01. ANCHOR BOLTS TO BE 5/8" DIA x 7' MINIMUM EMBEDMENT PER 4/S4.04. PROVIDE HOT -DIPPED GALVANIZED ANCHOR BOLTS AT PRESSURE -TREATED SILL PLATES. BEARING WALLS HAVE BEEN DESIGNED TO BE FULL BRACED BY GYPSUM AND WOOD SHEATHING. IF TOP DOWN FINISH IS DESIRED, THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING THE UNBRACED CONDITION OF THE STUDS UNTIL THE SHEATHING IS APPLIED. 12. TYPICAL DETAILS PER, 1/S501 TYPICAL INTERIOR STAIRWELL ELEVATION 3/S501 TYPICAL STUD WALL OPENING (HEADER) DETAIL 5/S5.01 TYPICAL TOP PLATE SPLICE DETAIL 10/S5 01 TYPICAL SHEAR WALL ELEVATION 4/S502 FIRE CLOSET ATSHEARWALL 15/S5.03 TYPICAL HOLES AND NOTCHES IN WOOD STUDS REVIE/rs2D FO1 CODE COf,//4LIAIVCE APPROVED AUG 24 2018 City of Tukwila BUILDING DIVISION INDICATES LOCATION OF HOLD-DOWN �I MU 242 REID MIDDLETON, INC. ?BOON NO, 4_ EED CITY OFTUKWil_A PIG i62610 PERMIT CENTER NOTE: ROOF LEVEL 1 LEVELS LEVEL 5 LEVEL 4 LEVEL LEVEL 2 LEVEL 1 B DARKENED LINES DESIGNATE AREA OF WORK. URBALO ARCHITECTURE URSANIEUSAL 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com 7 206-257-0972 IONAL consulram mgo 623 C0053i 6S6680 707 W 2nd Avenue Spokane, Washington 99201 P: (509) 455-4448 www.dci-engineers.com CIVIL / STRLJGTtJRAt_ 0 cao project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 keypian submittals/revisions BUILDING PERMIT SET 10.31.17 .WUNOATION ONLYPERMIT 1208.17 �F1 1 STRUCTURAL RESUBMITAI /o: 121711 STRUCTURALRESUBMITTAL /52\ 01.10.18 STRUCTURAL BID SET J81� 026218 BP COORDINATION 21100°%CD SET 03.0610 ISSUED FORCONSTRUC0ON SET® 0815.10 POST BP C0RR.1 TO REV 4 drawing tine LEVEL 6 STUD AND SHEAR WALL PLAN - SOUTH drawing information DATE 12.06.17 SCALE As indicated DRAWN BSO JODM 17041-0175 00560ght hest number S1.06 LEVEL 6 STUD AND SHEAR WALL PLAN - SOUTH SCALE, 1/F TY �S v HGR HHUS J. HGR u BOLT ON CONN PER 17/S5 03, PSLS 1/4x11 7B// TYP AT CORNER CONDITION 2310 LEDGER W/ 611 SDWS22600DB SCREWS 816°0C (2) SCREWS AT JOIST PARALLEL PSLS 1/4x P5L51/4 DHU HGR, TY AT 121 HOUR WALL, UNO ° LSL3 1/239 1/4 DGB HGR, "'P LAND/ G BEAM. RC DE DEL LATE BLKG W/ DE_COMPR SION STUD ATM ) LANDING BEAM HGR C 114 P AT BOLT ON ECK PSL5 1/4x11 7/S, TYP AT BOLT -ON BALCONY 14"TJI 210916.0C TYP AT CORRIDORCSI4 7/8` TJI 2108116"001 TYP, UNO PSL51/4x11 7/8, TYP ATBOLT-ON BALCONY 23/32° SHTHG PER PLAN NOTES T/SHTHG=88'-03/4' TYP AT PARTY WALL .02 TYP AT PARTY WALL 7///��� 12) LSL RIM, TYP ATE HDR / 195'-10' (2) LSL RIM. TYP AT EXT HOR TYP AT BOLT -ON DECK T 14'-61/2' /- BOLT -ON BALCONY BY OTHERS TOP AT INT UNIT WALL TYP AT INT UNIT WALL 12) LSL1 1/2311 7/8 RIM JOIST, TYP AT CORRIDOR, UNO (21 LSL RI N, TYP ATEXTH)R 23/32' SHTHG PER PLAN NOTES T/SHTHG = 88'> 3/4' CS16x4'-0' TOP PLATE SPLICE AT FIREWALL FLOOR FRAMING PLAN NOTES: DHU HGR, TYP AT (2) HOUR WALL, UNO 0 C Q 9'451/2° 2) LSL iS LSL31/2x11 7/eu 41-CS14x8"0' W/ n 121 LSL1 1/2x11 7/8 x BLKG PSL51/4x7 TYP AT CORRIDOR 6'-21/2' 1 r 4TJIOC H11212 HGR- 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S001. S002, S003 AND S0.04. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. FLOOR SHEATHING PER PLAN AND STRUCTURAL GENERAL NOTES, SHEATHING TO BE GLUED AND NAILED TO FRAMING WITH 0.131" DIAx2 1/2° NAILS 9 6"0C AT PANEL EDGES AND ®12.0C FIELD, UNO. LAY SHEATHING WITH FACE GRAIN (LONG DIRECTION/ PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW 1/8' SPACE BETWEEN PANEL ENDS AND EDGES. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. 5. ALL WOOD EXPOSED TO CONCRETE, WEATHER, OR WITHIN 8" OF FINISHED GRADE SHALL BE PRESSURE -TREATED. 6. ALL 2x HANGERS TO BE FACE MOUNT TYPE LUS, UNO. GLULAM, PARALLAM AND MICROLLAM HANGERS AREAS SPECIFIED ON PLAN. V JOIST HANGERS TO BE FACE MOUNT SIMPSON IUS TYPE, UNO. 7. HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE (212x10 MINIMUM. HEADER SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. SUR/L HGR CMST12x6'-0" CNTRD SHEAR WALL RIM TO LSL 1/2x11 7/8 121 LSL1 1/2x11 7/8 RIM JOIST, TYP AT CORRIDOR, UNO CMST12x10'-0" CNTRD SHEAR WALL RIM TO 4x BLKG 14"TJI210 @ 16"OC TYP AT CORRIDOR CMST12x10'-0" CNTRD SHEAR WALL RIM TO 4x BLKG CMST12x10'-0" CNTRD SHEAR WALL RIM T04x BLKG TYP AT NT UNIT WALL TYP AT PARTY WALL 121 LSL RIM, TYP ATEXTHDR TYP AT BOLT -ON DECK BOLT -ON BALCONY BY OTHERS REV/Es00O FOR CODE COMPLIANCE APPROVED AU6 2 4 2018 City of Tukwila BUILDING DIVISION 8. BEAMS ARE FLUSH FRAMEDWITH JOISTS UNLESS NOTED OTHERWISE ON DETAILS, OR ON PLANS AS 'DB' INDICATING THAT DROPPED BEAM FRAMING IS REQUIRED. BEAM SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW, PROVIDE A35 CLIP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES. 9. PROVIDE FULL HEIGHT SOLID BLOCKING OR DOUBLE JOISTS UNDER ALL SHEAR WALLS AND BEARING WALLS. AT SHEAR WALLS PARALLEL TO FRAMING, ALIGN (1) JOIST OVER SHEAR WALL (ADDITIONALJDISTS MAY BE REQUIRED/. 10. ALL RIM JOISTS AND BLOCKING TO BE 1 1/2" LSL MINIMUM, UNO. 11. PROVIDE DOUBLE JOISTS AROUND ALL FLOOR AND ROOF OPENINGS GREATER THAN 24° ON ONE SIDE. 12. BEARING STUD, SHEAR WALL, HOLD-DOWN, POST SIZE, AND POST CAP AND BASE REQUIREMENTS BELOW PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW, 13. HANGERS PER PLAN SHALL BE ATTTACHED WITH MAX NAILING PER SUPPLIER, UNLESS NOTED OTHERWISE ON PLAN. AU6 24 2s REID MIDDLETON, INC. iiEVISSINN NO, 4- cm(.4P 6.43i420013 PERMIT CENTER ROOF LEVEL 7 LEVEL 6 4 LEVEL 5 s NOTE: DARKENED LINES DESIGNATE AREA OF WORK. LEVEL 7 FRAMING PLAN - NORTH SCALE 1)8' =1'-0' URBAAAL4 ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East score IOD Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 1 / W & LN rP ass® 707 W 2nd Avenue Spokane, Washington 99201 P: (509) 4554448 www.dci,engineers.com CIL / STRUCTURAL cop nn wy,DR ,a STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 key plan submittals/revision UILDINGPERMITSET 10.31.17 FOUNDATION ONLY PER 7 STRUCTURAL RESUBMI RESUBMI A AV 0 8 P COORDINATION 2I 100%CD SET 0109.18 ISSUED FOR CONSTRUCTION SET/3�0, 001018 POST BP CORR. 1 TO REV 4 /8\ 09.15.18 drawing title LEVEL 7 FRAMING PLAN - NORTH drawing information SCA E As indicat ATCHLINE PE 6x8 POST, TYP AT BOLT ON BALCONY 8 2x6 STUDS @ 16"0C 2x6 STUDS @ 16"0C � Q 200 195'-10" 23'-0" J 8 W6 200T' W6 2GOT 0 161OC JOIST PERP 1.751 ® w6 O 2007 Q 14'E 1/2" B'-51/2° /� BOLT-0N BALCONY / BYOTHE S 17'-0 12j) 2x6 STUDS @ 16°OCJOIST PERP- 34'-11" J 00T co) 8 0' O 1.75T O 200T W6 2 00T 8 6x8 POST, TYP AT BOLT ON BALCONY 6x8 POST, TYP AT BOLT ON BALCONY 75T 1 6 YP 1.T6T W6 O 1.75T / —.--_— 175T 0 2 175T 02.ODT W6� W6 S At6 1.75T 200T O O0T W6 2.00T 8 8-11 STUD BEARING WALL SCHEDULE (2) LEVEL CORRIDOR WALL PARTY WALL In INTERIOR UNIT WALL EXTERIOR WALL 7 2x6 @ 16"OC 2x4 @ 1610C 2241Q161OC 2x6 @ 1610C 6 2x6@161OC 224@1610C 2x4OP1610C 2x6@161OC 5 2x6016"00 2x4 @ 12100 12) 2741016100 2x6 @ 16100 4 2x6@1610C 2x4CI 121OC (2)2x4@16"OC 2x64516°OC 3 2x614)1610C 12)2x4@1610C (2) 2x4@ 1283C OR(2) LSL1 1/2x31/2 @ 1610C 2x6@16"OC NOTE: (1) PARTY WALL CONSIST OF DOUBLE WALLS. SPACING SHOWN IS FOR EACH INDIVIDUAL WALL. (2) SHAFT WALL TYPICAL A13 PER ARCHITECTURAL SHALL CONSIST OF 2X4 STUDS @ 8"0C STAGGED ON A 2X6 PLATE. STUD AND SHEAR WALL PLAN NOTES: 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA ABBREVIATIONS AND LEGEND PER S0.01, S0.02,50.03 AND S004. 2. LUMBER GRADE PER STRUCTURAL GENERAL NOTES. 3. ALL INTERIOR NON -BEARING, NONSTRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 4. HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY (i) TRIMMER AND (1) KING STUD MINIMUM, UNO. INTERIOR UNIT WALL HEADERS AT LEVEL 3 SHALL HAVE 12) TRIMMER STUDS. UNO. WHERE MORE THAN (1) TRIMMER IS REQUIRED. THE NUMBER OF TRIMMER STUDS SHALL BE NOTED THUS: I.-0. TRIMMERS TO BE CONTINUOUS TO THE POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING. 5. BEAMS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY(2) BUNDLED STUDS MINIMUM, UNO. WHERE MORE THAN (2) BUNDLED STUDS ARE REQUIRED. THE NUMBER OF BUNDLED STUDS SHALL BE NOTED THUS: aQ . BUNDLED STUDS TO BE CONTINUOUS TO THE POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING. 6. SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 19/S5.01. 7. AT STAGGERED STUD WALLS. BUNDLED STUDS, TRIMMER STUDS, KING STUDS AND SHEAR WALL COMPRESSION STUDS ARE TO MATCH THE WIDTH OF THE WALL PLATES. a 8 1.75T O W6 1.75T W6 O 100T a O 3 1007 O W6 O 100T T, TYP AT ON BALCONY �-BOLT-ON BALCONY BY OTHERS TYP OOT W6 RI s;ee°t D FOR CODE COMPLIANCE APFK^.GVD/3 AUG 2 4 201E City of Tukwila BUILDING DIVISION 8. r INDICATES TENSION LOADS REQUIRED (IN KIPS). LOADS SHOWN ARE AT SERVICE LEVEL (ASD). CIRCLED NUMBER INDICATES NUMBER OF STUDS REQUIRED FOR TDS HOLD-DOWN, PLACE HALF ON EACH SIDE OF TDS. WHERE LSL STUDS ARE USED A DIRECT 12) LSL TO (3) 2x4 SUBSTRUTION MAY BE USED AT CONTRACTOR DISCRETION. TYPICAL HOLD-DOWN ELEVATION PER 10/S5.01, 4/S5.01 AND 9/S5.01. 10. ANCHOR BOLTS TO BE 5B" DIA x 7" MINIMUM EMBEDMENT PER 4/54.04. PROVIDE HOT -DIPPED GALVANIZED ANCHOR BOLTS AT PRESSURE -TREATED SILL PLATES. 11. BEARING WALLS HAVE BEEN DESIGNED TO BE FULL BRACED BY GYPSUM AND WOOD SHEATHING. IF TOP DOWN FINISH IS DESIRED, THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING THE UNBRACED CONDITION OF THE STUDS UNTIL THE SHEATHING IS APPLIED. 12. TYPICAL DETAILS PER: 1/S5 01 TYPICAL INTERIOR STAIRWELL ELEVATION 3/S501 TYPICAL STUD WALL OPENING IHEADER) DETAIL 5/S5.01 TYPICAL TOP PLATE SPLICE DETAIL 10/S5.01 TYPICAL SHEAR WALL ELEVATION 4/S5.02 FIRE CLOSET ATSHEARWALL 15/5503 TYPICAL HOLES AND NOTCHES IN WOOD STUDS INDICATES LOCATION OF HOLD-DOWN EVJEWE 1 AUG 24 2fl;3 112/ REID MIDDLETON, INC. REVISION NO, ;ECEIVE0 CITY OFTUKWILA P?(U316 20113 PERMIT CENTER ROOF A LEVEL 7 0 LEVEL 6 P LEVEL 5 o LEVEL 4 LEVEL3 LEVEL 2 4 NOTE: DARKENED LINES DESIGNATE AREA OF WORK. LEVEL 7 STUD AND SHEAR WALL PLAN - NORTH SCALE: 1/e' =1'-0' UP,BAL ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 info@urbalarchitecture.com ww.urbalarchitecture.com r 206-257-0972 5243 C618=<869 se 707 W 2nd Avenue Spokane, Washington 99201 91: (509) 455-4448 www.dtlengineers.comI STRU CTU RA.L ®mpyrs1410n017 o'Mulo c.w.o./zoo. RettM4 STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submittals/revisions BUILDING PERMIT SET 10.31.17 FOUNDATION ONLYPERMR F1 12,0E17 STRUCTURAL RESUBMITTAL STRUCTURAL RESUBMITTAL 2.18.17 01.10.1a PECTORAL BID SET 02.02.18 BP C00RDINAT0N 21100%CDSEt 03.09.18 ISSUED FOR CONSTRUCTION SET 06.15.18 08,18.181 LEVEL 7 STUD AND SHEAR WALL PLAN - NORTH URBALO ARCHITECTURE URBANIRUSAL 2x10 16 OC PSL5 1/4x11 7/8 HHUS HGR 2x10 LEDGER W/ 141 SDW522600D8 SCREVVS @ 16'0C 121SCREVVS AT JOIST PARALLEL 1/SL5 1 4x11 7/8 ..r.MINIM ..," Wail& LAi HHUS HGR SL /4x11 7/8 DHU HGR TYP (2) HOUR WALL UNO 2x10 160C A r LSL3 1209 1/4 7/78/708,070 LANDIN BEAM. RO E0BL PLATE LKG / D8 L COMPR SSIO STUD Ai MID LANDIN BEAM HG (2) L L RIM, TYP ATE HDR TYP AT BOLT -ON DECK 23/32.,SHTHG PER P N NOTES T/SHTH 88,4 3/4. 16OC P AT PARTY WALL TYP AT INT UNIT WALL 10 @ 18OC CORRIDOR i21 L$L RIM, TYP AT EXT HDR TYP AT PARTY WALL 121 LSL1 1/2x11 7/8 RIM JOIST, TYP AT CORRIDOR, UN CS1804-0 11 7/8. TJI 210 @ 23/32SHTHG PER PLAN NOTES T/SHTHG . 082)3/4. PSL5 1/4x11 7/8, TYP AT BOLT -ON BALCONY woe PSL5 1/4x11 7/8, TYP AT BOLT ON BALCONY BOLT -ON BALCONY BY OTHERS 195'-10° CS16x4,0. TOP PLATE SPLICE AT FIREWALL SI6x4-0'' TOR PLATE SPLICE AT FIREWALL CS16x4v(0 TOR PLATE SPLICE AT FIREWALL FLOOR FRAMING PLAN NOTES: 2x10 @ 1FOC MS C48B3 HU2I2 HGR LSL3 1/2x11 71829121 LSL1 1/2x11 7/8, o LOL31/2o1T7S CS14 W/ 2x BLKG L5 1/4x11 7/8 MSTC4863 PSL /4011 7/8 TYP AT BOLT -ON DECK WO 16100, TYP AT INT UNIT VVALL 1 LSL1 1/2 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01, S0.02, S0.03 AND S0.04. 2, VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. 3. FLOOR SHEATHING PER PLAN AND STRUCTURAL GENERAL NOTES, SHEATHING TO BE GLUED AND NAILED TO FRAMING WITH 0.131. DIAx2 1/2" NAILS@ 6°0C AT PANEL EEOESA500 1200°FIELD, UNO. LAY SHEATHING WITH FACE GRAIN ILONG DIRECTION) PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW 1/8' SPACE BETWEEN PANEL ENDS AND EDGES. 4, ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. 5. ALL VVOOD EXPOSED TO CONCRETE, WEATHER, OR WITHIN 8"OF FINISHED GRADE SHALL BE PRESSURE- TREATED. 6. ALL 2x HANGERS TO BE FACE MOUNT TYPE LUS, UNO. GLULAM, PARALLAM AND MICROLLAM HANGERS ARE AS SPECIFIED ON PLAN. T JOIST HANGERS TO BE FACE MOUNT SIMPSON IUS TYPE, UNO. 7. HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE (2) 2x10 MINIMUM. HEADER SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. 11 CMST12x1(0-0. CNTRD SHEAR WALL RIM TO 4x BLKG 1-4-" TJI 210 @ 16.0C P AT CORRIDOR CMST12x10,0" CNTRD SHEAR WALL RIM TO 4x BLKG PSL5 1/4x7 @ MAX, TYP AT CORRIDOR 12) LSL1 1/2x11 7/8 RIM JOIST, TYP AT CORRIDOR, UNO CMST14x4v0" CNTRD SHEAR WALL 2x BLKG BOLT -ON BALCONY BY OTHERS 10 S5 02 TYP AT PARTY WALL TYP AT NT UNIT WALL BOLT -ON BALCONY BY OTHERS MATCHLINE PER S1 07AF '21121/ LSLEXT RZ AT RafiEVJED FOR CODE COt3PLIANCE APPROVOD AUG24 2018 City of Tukwila BUILDING DIVISION B. BEAMS ARE FLUSH FRAMED VVITH JOISTS UNLESS NOTED OTHERWISE ON DETAILS, OR ON PLANS AS "DB° INDICATING THAT DROPPED BEAM FRAMING IS REQUIRED. BEAM SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. PROVIDE 035 CLIP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PIATES. 9. PROVIDE FULL HEIGHT SOLID BLOCKING OR DOUBLE JOISTS UNDER ALL SHEAR WALLS AND BEARING WALLS. AT SHEAR WALLS PARALLEL TO FRAMING, ALIGN (1) JOIST OVER SHEAR WALL (ADDITIONAL JOISTS MAY BE REQUIREDI. 10, ALL RIM JOISTS AND BLOCKING TO BE 1 1/2" LSL MINIMUM, UNO, 11. PROVIDE DOUBLE JOISTS AROUND ALL FLOOR AND ROOF OPENINGS GREATER THAN 24"ON ONE SIDE. 12. BEARING STUD, SHEAR WALL, HOLD-DOWN, POST SIZE, AND POST CAP AND BASE REQUIREMENTS BELOW PER STUD AND SHEAR WALL PLAN ON FLOOR BELOVV. 13. HANGERS PER PLAN SHALL BE AMACHED WITH MAX NAILING PER SUPPLIER, UNLESS NOT 1 #THERW/SE ON 1/LAN. REID MIDDLETON, INC. REVISION NO, 4 REOENED C. OF TUKVNI.. A AUG i 6 2513 PERNIFF CENTER ROOF eo. LEI/ELT LEVEL 6 , LEVEL 5 , LEVEL 4 , LEVELS, LEVEL 2 , LEVEL I NOTE: DARKENED LINES DESIGNATE AREA OF WORK. 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 snovnse 707 W 2nd Avenue Spokane, Washington 99201 R (509) 455-4448 www.dchengineers.com CP,. / STRUCTURAL_ 090lry4911110/2017 D'Arnto Cowman° Int,PdPiphlOpserved FEFEEFASE°.EEFEE::: project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submittaIskevtsions BUILDING PERMIT SET 10.31,17 FOUNDATION ONLY PERMIT 12.0917 STRUCTURAL RESUBMI1T 1 12.18.17 STRUCTURAL RENIEMITT a S1OUCTURALBIDSET 02.0218 OP00001INAWN2/190500061 03.09.18 IS0900 FOR CONS U ION SET 10,18 POST BP CORR. 1 TO REV 4 08.15 drawing tine LEVEL 7 FRAMING PLAN - SOUTH drawing information DATE 12.06.17 SCALE As indicated DRAVVN BSD JOB# 17041.0175 copyright .or.e.ecein.lssinshimntafIlt4ArthlacturePLIC, pre...Mend shai.towuseeopen Anwasemateinsiginguaarroisecam Era sheet number S1.07 F LEVEL 7 FRAMING PLAN - SOUTH SCALE I/B" 140i 0 MATCHLINE PER-S557A16-- (2) 2x6 STUDS @ 160C JOIST PERP 2x6 STUDS @ 180C 11111111 s • 6x8 POST, TYP AT BOLT ON BALCONY L 8-8 2007.W6 ® 2.07 2001 855 '35-5 2.00T 0 2001.w6 2x6 STUDS@ 16.0C 8 1212x6 STUDS @ e 80C JOIST PERP C. CI 8 1.757 L L 1.757 .757 (8-) W6 6 8 OOT L L 1 75T 8 ,>8 FIREWALL 8 2.007 2.00T W6 06' W6 j "51. 1 75T r 1550° 7 8 8 8 8 FIREWALL STACK BUNDLE VV/ COL BELOW, FULL HEIGHT to TYP 2001 76T W6 6 f: POST, TYP AT BOLT ON BALCONY 2 007 0 2 OOT 6 W6 \ r-- 1 751 0 2000 ®60 8 r STUD BEARING WALL SCHEDULE (2) LEVEL CORRIDOR WALL PARTY WALL 11/ INTERIOR UNIT WALL EXTERIOR WALL 7 2x6 0 16"0C 2,4 @ 16MC 2,4 @ 160C 2x6 @ 160C 6 2x6 0 16MC 2x4 0 16MC 2x4 @ 160C 2x6 @16"0C 5 2x6 @ 168C 2x4 @ 0200 (2) 2x4 @ 16"0C 2x6 @ 1TOC 4 2x6 6 160C 2x4 @IMO (2)2x4 @ 16'0C 2x6 @ 1650C 3 2x6 @16'0C 121 2x4 @1633C MI 2x4 @ 12'0C OR (2) LSL1 1/83 1/2 0 1MOC 2x6 @ 1550C NOTE: 111 PARTY WALL CONSIST OF DOUBLE WALLS. SPACING SHOWN IS FOR EACH INDIVIDUAL WALL. (2) SHAFT WALL TYPICAL A13 PER ARCHITECTURAL SHALL CONSIST OF 2X4 STUDS© DOC STAGGED ON A 2X6 PLATE. - BOLT -ON BALCONY SY OTHERS 11. 195L101 138 1/21 STUD AND SHEAR WALL PLAN NOTES: 1 08 2 OOT ® / 2 OOT W6 W6 878;7117 0 207 / ° 1.00T 1 75T W6 0 1 75T 98 1/2° 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER 80.01,50.02,50.03 AND SOL@ 2. LUMBER GRADE PER STRUCTURAL GENERAL NOTES. 3. ALL INTERIOR NON-BEAR(NG, NON-STRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 4. HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY 11) TRIMMER AND 111 KING STUD MINIMUM, UNO. INTERIOR UNIT VVALL HEADERS AT LEVEL 3 SHALL HAVE (21 TRIMMER STUDS, UNO. VVHERE MORE THAN (1) TRIMMER IS REQUIRED, THE NUMBER OF TRIMMER STUDS SHALL BE NOTED THUS: .-8t. TRIMMERS TO BE CONTINUOUS TO THE POST -TENSIONED @AB. BLOCK SOLID AT FLOOR FRAMING. 5. BEAMS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY (8 BUNDLED STUDS MINIMUM, UNO. WHERE MORE THAN (2) BUNDLED STUDS ARE REQUIRED, THE NUMBER OF BUNDLED STUDS SHALL BE NOTED THUS: 5.- ® BUNDLED STUDS TO BE CONTINUOUS TO THE POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING, 6. SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 19/S5.01. 7. AT STAGGERED STUD WALLS, BUNDLED STUDS, TRIMMER STUDS, KING STUDS AND SHEAR WALL COMPRESSION STUDS ARE TO MATCH THE WIDTH OE THE WALL PLATES. 632 1/2° C40 87018660 MATCHLINE PER 51.07AVV I \'8 BOLT -ON BA CON BY OTHERS 12) 2x6 STUDS @ 16.0C JOIST PERP IA; REViE88,818 FOR CODE CC;8PLIA80E APPROVED AUG 24 2018 City of Tukwila BUILDING DIVISION 087 8. / INDICATES TENSION LOADS REQUIRED (IN KIPS). LOADS SHOWN ARE AT SERVICE LEVEL 10.83. CIRCLED NUMBER INDICATES NUMBER OF STUDS REQUIRED FOR TDS HOLD-DOWN, PLACE HALF ON EACH SIDE OF TDS, WHERE LSL STUDS ARE USED A DIRECT (2) LSL TO (3) 2x4 SUBSTITUTION MAY BE USED AT CONTRACTOR DISCRETION, 9. TYPICAL HOLD-DOWN ELEVATION PER 10/S5.01,4/S501 AND 9/S5.01. 10. ANCHOR BOLTS TO BE 5/8" DIA x r MINIMUM EMBEDMENT PER 4/S4.04. PROVIDE HOT -DIPPED GALVANIZED ANCHOR BOLTS AT PRESSURE -TREATED SILL PLATES_ BEARING WALLS HAVE BEEN DESIGNED TO BE FULL BRACED BY GYPSUM AND VVOOD SHEATHING, IF TOP DOWN FINISH IS DESIRED, THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING THE UNBRACED CONDITION OF THE STUDS UNTIL THE SHEATHING IS APPLIED, 12. TYPICAL DETAILS PER, 1/S5.01 TYPICAL INTERIOR STAIRWELL ELEVATION 3/55.01 TYPICAL STUD WALL OPENING (HEADER) DETAIL 5/S5.01 TYPICAL TOP MATE SPLICE DETAIL 10/S5.01 TYPICAL SHEAR WALL ELEVATION 4/S5.02 FIRE CLOSET AT SHEARWALL 15/S5.03 TYPICAL HOLES AND NOTCHES IN WOOD STUDS INDICATES LOCATION OF HOLD-DOWN--5N1 EMIEWEn AUG 2 2290 11--11 REID MIDDLETON, INC REVISION NOA P8CEIVED Ur/ OF TUKW88, 1,91393 1 6 2093 PERMIT CENTER ROOF * LEVEL 7 LEVEL 6 LEVEL 5 * LEVEL 4 * LEVEL 3 0. LEVEL 2 LEVEL 1 NOTE: DARKENED LINES DESIGNATE AREA OF WORK. URBAL 0 ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.corn T 206-257-0972 AllIkk & OA liri,,IF'6; ' 8 8 68888,8 8'6 consultant logo unuinsesse 707 W 2nd Avenue Spokane, Washington 99201 P. (509)455-4448 www dci-engineets com c11,1 t__ / STRLJC-rt..11.2.4, 0 Copyr.110/2017 U.. COnver.0 InC Ak Potts - EsstE.Feszersssa:::s project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submittalstrevisions BUILDING PERMIT SET 10.31.17 FOUNDATION ONLY PERMIT F1 12.06.17 STRUCTURAL RESUBMITTAL 1 12,18.17 STRUCTURAL RESIJBM AL 2 01.1 .18 STRUCTURAL BID SET 02.0218, BP COORDINATION 2 /100%C0 267 03.09.4 I8S669FO92048TRIJC710436T 3 06.1610 POST BP CORR. 1 TO REV 4 03.15.18 drawing title LEVEL 7 STUD AND SHEAR WALL PLAN - SOUTH drawing information DATE 12.06.17 SCALE As indicated BSD JOB # 17041-0175 copyright (16.rtlinecture, V.PrchRects, PIAC reserves common. copy....er Mrig.1.9 tlpaynent,1 deem er.vialc.rama. RIcceparVel hertin. m Insnument U. Arthiteclute P11.. 1.....prackeene nd to. usal ir.tle or In pEir, trnIen authatte. sheet number S1.07 W LEVEL 7 STUD AND SHEAR WALL PLAN - SOUTH SCALE, 1/6= "tt‘, T/PARAPET = 101'A' CS16 x HHUS PSL3 1/2x9 ATCHLINE O8B PSL3 1/2x91/4 HHUS HGR DHU HGR, TYP AT (2) HOUR WALL— PSLS 1/4x9 PSL3 1/2x9 /4 a T/PARAPET = 101 A" SIM T/PARAPET= 107'-6" T.O. POP -UPS - NORTH STAIR SCALE 10=1'-0' T PSL3 1T>31 r OC M14AXl AT R00 CORRIDOR, TY' 19/32' APA SHTHG PER PLAN NOTES T/SHTHG = 101,0° NERIFY) BOLT ON METAL CANOPY PER SUPPLIER PER 17/S6.01 a TYP AT INT UNIT WALL 2) 2x12 T/PARAPET=101' T 108'-6° 19/32° APA1 SHTHG PER PLA NOTES T/SHTHG = 107'-2. NE IFY) T.O. POP -UPS - NORTH E SCALE' 1/3'4 = (21 LSL1 1/2x91/4, TYP AT CORRIDOR, UNO LUS HUR. TYP AT ROOF CORRIDOBEAM 91/Z' TJI 230/6 4'O P, UNO" TYP AT PARTY WALL LSL3 1/2x9 1/2, TYP AT INSET PARAPET 19/32'APASHTHG PER PLAN NOTES T/SHTHG = 97'E 1/4' a T/PARAPET = 10 PHOT VOLTAIC ARRAY PER SUPPLER, CONTAIN WITHIN HATCH BOUNDARY LSL3 12x91/2, TYP AT INSET (412x12 91/2 TJI 230/6 24'0C P, UNO T/PARAPET = 101'-0 MECH IT 1025# (2)2x10 , TYP AT EXT, UNO a 19/32' APA SHTHG PER PLAN NOTES T/SHTHG = 97,1/4' I/PARAPET = ROOF FRAMING PLAN NOTES: 12) LS 1/2x9 12) 2,410 TYP AT EXT, UNO 2) LSL1 1/2 PSL51/4x91/4 STC4863 PSL3 1/2x91/ 121 LSL1 1/2291/4 11 7/6' TJI 210 /6 24.0C TYP AT ROOF CORRIDOR HU HGR- ST048B3 a T/PARAPET= 101'4" SUR/L HGR 121 LSL1 1/2x9 1/4 � i-/21 LSL1 1/2x91/4 PSL3 1/2x3 1/2 /6 8'-0`OC (MAX) AT ROOF CORRIDOR, Q TYP LUS HGR, TYP AT ROOF .---e --- CORRIDOR BEAM .HGR HU212 a �TIPARAPET= 101'-0° TYP AT INT UNIT WALL TYP AT PARTY WALL a LSL3 1 2x91/2. TYP AT INSET PARAPET—/ (21 LSL1 12x91/4, TYP AT CORRIDOR, UNO 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01, S002, S003 AND S0.04. 8. PROVIDE SIMPSON H2.5A TIES AT ALL ROOF JOISTS, TYPICAL. (212x10, TYP AT EXi, UNO a T/PARAPET= it CODE CCBiPL/ANCE APPROVED AUG242016 City of Tukwila BUILDING DIVISION 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. 9. PROVIDE SOLID BLOCKING OVER ALL SHEAR WALLS AND BEARING WALLS. AT SHEAR WALLS PARALLEL TO FRAMING, ALIGN JOIST OR TRUSS OVER SHEAR WALL (ADDITIONAL JOISTS OR TRUSSES MAY BE REQUIRED). 3. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. 10. ALL ROOF I -JOISTS TO BE TAPERED PER ARCHITECTURAL DRAWING. 4. ROOF SHEATHING PER PLAN AND STRUCTURAL GENERAL NOTES. SHEATHING TO BE NAILED TO ROOF FRAMING 11. HORIZONTAL STRAP TIES INDICATED ON THE FRAMING PLAN ARE TO BE CENTERED OVER WALL TOP PLATE WITH 0.131°DIAx212"NAILS /6WOG AT PANEL EDGES AND ®12'0C FIELD, UNO. LAY SHEATHING WITH FACE GRAIN AND/OR HEADER, BLOCKING OR BEAM. (LONG DIRECTION) PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW 1/B' SPACE BETWEEN PANEL ENDS AND EDGES. 12. ALL RIM JOISTS AND BLOCKING TO BE 11/2" LSL MINIMUM, UNO. 5. ALL 2x HANGERS TO BE FACE MOUNT TYPE LUS, UNO. GLULAM, PARALLAM AND MICROLLAM HANGERS ARE AS 13. BEARING STUD, SHEAR WALLHOLD-DOWN, POST SIZE, AND POST CAP AND BASE REQUIREMENTS BELOW PER SPECIFIED ON PLAN. WOOD "I" JOIST HANGERS SHALL BE SUPPLIED AND DESIGNED BY JOIST SUPPLIER. "I"JOIST STUD AND SHEAR WALL PLAN. HANGERS TO BE FACE MOUNT SIMPSON IUS TYPE, UNO. 14. REFERENCE 6/S6.01 FOR OVERFRAMING AT ROOF PENTHOUSE WHERE OCCURS PER ARCHIT HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE (212x10 MINIMUM. HEADER SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. BEAMS ARE FLUSH FRAMED WITH JOISTS UNLESS NOTED OTHERWISE ON DETAILS, OR ON PLANS AS'08' INDICATING THAT DROPPED BEAM FRAMING IS REQUIRED. BEAM SUPPORTS PER STUD AND SHEAR WALL PLAN ON LEVEL BELOW. PROVIDE A35 CLIP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES. REID MIDDLETON, INC. REVISION NO.4 RECEIVED CST/OF TUKW,LU k22 16 202 PERMIT CENTER ROOF 0 NOTE: LEVEL 7 Y LEVEL 6 9 LEVEL 5 A LEVEL 4 C LEVEL 3 A LEVEL2 A LEVEL 1 h DARKENED LINES DESIGNATE AREA OF WORK. ROOF FRAMING PLAN - NORTH SCALE 1/8' = UREA ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE loo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 a4'1011 <s•?.'4,' s consultant logo Mxu. v*N`"s 707 W 2nd Avenue Spokane, Washington 99201 P. (509)455-4448 www.do,engineers.com ST RUGTLI F2AL ©Coreve 10rz017 D amaw converoamo lz a Nms nsso.a _._..._..._ protect name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submittals/revisions BUILDING PERMIT SET 10.31.17 FOUNDATION ONLY PERM R A 1206.171 STRUCTURAL RESU0M0TTAL , 1218.17 STRUCTURALRESUBMOTAL A 01.10.18 STRUCTURAL BID SET 4, 0202.18 BP COORDINATOR 21100%C0 SET 03.09.18 ISSUED FOR CONSTRUCTION SETA POST BP COBRA TO REV 4 © 08.16.18 drawing title ROOF FRAMING PLAN - NORTH drawing information DATE 12.06.17 SCALE As indicated DRAWN BSD JOB 6 17041-0175 copyright wwav mi d er aim met ;II. �mirmmmuna mra �ufeP ------ sheet number S1 a08A SI ATCHLINE PER31-.OBA-_....__ _ T/PARAPET= 101 C516 x 48' i/PARAPET = 101'-4' A 19/32' APA SHTHG PER PLAN NOTES .HTHG = 106'-10' (VERIFY) SI DHU HGR, TYP AT (2) HOUR WALL HHUS ti HGR T/PARAPET = 107' 6' T.O. POP -UPS - SOUTH STAIR /4 T/PARAPET = 101'-O A SCALE 1/8' =1'-0' LSL31/2x91(2, P AT INSET PARAP T A LSL3 1/tx91/2, TYP AT INSET PARAPET _1212312 LUS HGR, TYP AT ROOF CORRIDOR BEA PSL3 1/2 3 12 ® 8'-0"0C (MAX) AT OOF CORRIDOR TYP (212x10, TYP ATEXT,UNO TYP AT INT UNIT WALL TYP, UNO TYP AT PARTY WALL (21LSLI 12291/,T P AT CORRIDOR, UN. 117/8 TJ 210/824.0C TYP AT O.F CORRIDO P T/PARAPET=10 19/32'��A,1pIASHTHG PER PTES !fir, 117 .. T/SHTHG'N9 Nof 1/4( BOLT ON METAL CANOPY PER SUPPLIER PER 17/S6.01 OLT ON METAL CANOPY PER SUPP ER 17/S6.01 12) 2x10, TYP AT EXT. UNO T/PARAPEI= 108'-2" A T.O. POP -UPS - SOUTH STAIR/ELEV 19/32( APA SHTHG PER PLAN NOTES T/SHTHG = 9T-81/4' 9 1/2' TJ1230 ®_ 4.0C P. UNO' SCALE: 1/' =1'-0' TYP AT INT UNIT WALL CS16x4'-0'TOP PLAT SPLICE AT FIREWALL C516x4'-0"TO' PLATE SPLICE AT FIR WALL LUS H CORR CS16x4'-0' TOP PLATE SPLICE AT FIREWALL ROOF FRAMING PLAN NOTES: MECH UNIT, 5008 MAX PSL3 1nx9 1/4 CSt4 W/ 2x BLKG AT STRAP W6 PSL5 1/4x' jj®O It - PSL6 t/4, R TYP AT ROOF . R BEAM PSL3 12x31 . ® 8'-0'0C MAXI AT ROOF CORRIDOR, TYP TYP AT PARTY WALL 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01, S002, S0.03 AND S0.04. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. 3. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. 4. ROOF SHEATHING PER PLAN AND STRUCTURAL GENERAL NOTES. SHEATHING TO BE NAILED TO ROOF FRAMING WITH 0.131'DIAx2 1/2" NAILS 06"OC AT PANEL EDGES AND 012"0C FIELD, UNO, LAY SHEATHING WITH FACE GRAIN (LONG DIRECTION) PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW 1/8" SPACE BETWEEN PANEL ENDS AND EDGES. 5. ALL 2x HANGERS TO BE FACE MOUNT TYPE LUS, UNO, GLULAM, PARALLAM AND MICROLLAM HANGERS ARE AS SPECIFIED ON PLAN. WOOD T JOIST HANGERS SHALL BE SUPPLIED AND DESIGNED BY JOIST SUPPLIER.'(' JOIST HANGERS TO BE FACE MOUNT SIMPSON LUS TYPE, UNO. 6. HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE 1212x10 MINIMUM. HEADER SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. 7, BEAMS ARE FLUSH FRAMED WITH JOISTS UNLESS NOTED OTHERWISE ON DETAILS, OR ON PLANS AS °DB" INDICATING THAT DROPPED BEAM FRAMING IS REQUIRED. BEAM SUPPORTS PER STUD AND SHEAR WALL PLAN ON LEVEL BELOW. PROVIDE A35 CLIP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES. LSL3 1/2x5 1/4 (FLAT) NOTCH AND BEAR INT A SIDE,_ Fr== Yam' M 23STtt MAX. SEISMIC STRAP W6 READ TO WALL MECH UNIT, 10255 MAX LSL31/2231/2, TYP EA SIDE MECH UNIT LSL3 1/2x5 1/4 (FLAT) NOTCH AND BEAR INTO RIM BOARD EA SIDE VO (21 LSL1 1/2x91/4, TYP AT CORRIDOR. UNO M 5601 TYP tt TJI210024'OC TYP AT ROOF CORRIDOR o' (2 LSL1 1/2x9 1/4 TYP AT PARTY WALL P AT UNIT ALL A T/PARAPET=101`-0" Ash 9 MATCHLINE q PER S1.08A !— 4.6 SL3 1/2x9 1/2. TYP :T PAPAPET— A T/PARAPET = 101'-0° A T/PARAPET = 101' 4" (212x10 , TYP AT EM, LINO 0 REVISION NO. 4 CODE CCO; PLIAIVCE APPROVED AUG 2 4 2018 City of Tukwila BUILDING DIVISION 8. PROVIDE SIMPSON H2.5A TIES AT ALL ROOF JOISTS, TYPICAL. 9. PROVIDE SOLID BLOCKING OVER ALL SHEAR WALLS AND BEARING WALLS. AT SHEAR WALLS PARALLEL TO FRAMING, ALIGN J01ST OR TRUSS OVER SHEAR WALL (ADDITIONAL JOISTS OR TRUSSES MAYBE REOUIREDI. 10. ALL ROOF I -JOISTS TO BE TAPERED PER ARCHITECTURAL DRAWING. tt. HORIZONTAL STRAP TIES INDICATED ON THE FRAMING PLAN ARE TO BE CENTERED OVER WALL TOP PLATE AND/OR HEADER, BLOCKING OR BEAM. 12. ALL RIM JOISTS AND BLOCKING TO BE 1 12" LSL MINIMUM, LINO. 13. BEARING STUD, SHEAR WALL, HOLD-DOWN, POST SIZE, AND POST CAP AND BASE REQUIREMENTS BELOW PER STUD AND SHEAR WALL PLAN. 14. REFERENCE 6/S6.01 FOR OVERFRAMING AT ROOF PENTHOUSE WHERE OCCURS PE 11 EWIED i16 2 0 2':'1 REID MIDDLETON, INC. EWE I \ AUP 20 200 J REID MIDDLETON, INC RECEIVED CITY OF TUKWILA AUG 1 6 2010 PERMIT CENTER ROOF 4 LEVEL 7 LEVEL6 LEVEL 5 LEVEL 4 LEVEL 3 LEVEL 2 LEV NOTE: DARKENED LINES DESIGNATE AREA OF WORK. ROOF FRAMING PLAN - SOUTH SCALE: 1/8'=1'-0' UR A O ;ARCHITECTURE 1URBANIRURAL 1938 Fairview Avenue East 54ne100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 FOIVIO consultant logo 1 081303) n00,'170 0® 707 W 2nd Avenue Spokane, Washington 99201 P. (509) 455-4448 www.dd-engineers.com CIVIL TRUGTLJRA ®Copy.bmiaz no RDAs Pew. project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 key plan _-�- j subm(Nals/revisions BUILDING PERMIT SET 10.31.17 FOUNDATION ONLY PERMIT Ft 12.06.17 STRUCTUft4L REM) AL 1 12.18.1T STRUCTURAL RESUBMOTAL S2 01.10.18 STRUCTURALBID SET 1 02.02.18 BP COORDINATION 21100%CD SET 03.09.18 ISSUED FOR CONSTRUCTION SETA 06.15.18 POST BPC0RR.I TO REY4 A drawing tole ROOF FRAMING PLAN — SOUTH drawing information DATE 12.06.17 SCALE As indicated DRAWN BSD JOB# 17041-0175 copyright mttgx�mooua �,aax�mmi'da ' wmimin�mnRa�m , ..e om�rm+;oora.nmiomare ms mn r,�w� nvco w,aaamamaim (66e.16. sheet number S1 L_ ADDL STUD WALL AT ARCH WALL E9 CONC CURB #4 DOWELS W/ STD HOOK M 16°0C MAT SLAB W/TYP REINF PER PLAN T/SLAB PER PLA CONT REINF PER PLAN NOTE: (WHERE OCCURS) EXi STUD WALL PER PLAN CLADDING PER ARCH -121 #4 CONT T/CURB PER ARCH FIN GRADE DROP TO BOT BARS AT CONTRACTOR'S OPTION WIDTH OF CURB PER ARCHITECT, WHERE CURB IS GREATER THAN B" WIDE, PROVIDE MAT OF REINFORCEMENT AT EACH FACE. CURB SHALL BE 4" WIDE MINIMUM. MAT SLAB AT EXTERIOR WALL SCALE: 3/4' =1'-0" (03002M) CONC CURB #4 DOWELS W/ STD HOOK 416"OG MAT SLAB W/ TYP REINF PER PLAN T/SLAB PER LA CONT REINF' PER PLAN NOTE: PER PLAN (WHERE OCCURS) EXT STUD WALL PER PLAN CLADDING PER ARCH #4 CONT 3/4" CHAMFER T/CURB PER ARCH STUD WALL TO EXTEND DOWN TO TOP OF SLAB WHERE OCCURS PER ARCH FIN GRADE. DROP T060T BARS AT CONTRACTOR'S OPTION WIDTH OF CURB PER ARCH WHERE CURB IS LESS THAT 8' WIDE, PROVIDE SINGLE MAT OF REINFORCEMENT CTRD IN THE WALL. CURB SHAL BE 4° WIDE MIN. MAT SLAB AT EXTERIOR WALL WITH VENEER SCALE: 3/4'=1-0' (03002M) CMU WALL & REINF PER PLAN #5 DOWEL W/ STD HOOK TO MATCH VERT REINF (2/ #4 AT BOT COURSE MAT SLAB & REINF PER PLAN T/SLAB PER PLAN CMU WALL AT MAT SLAB MAT SLAB W/ TYP REINF PER PLAN HED, TYP =1I I) I A AL 11=11 ADDL REINF PER PLAN (WHERE OCCURS) PER PLAN DOWELS TO MATCH VERT REINF COL & REINF PER PLAN, 12/S3.02 & 17/S3 02 CONT AT CONTRACTOR'S OPTION Ldh PER SCHED, TYP O2 INTERIOR COLUMN AT THICKENED MAT FOOTING SCALE: 3'4' _ 180° (03002M1 BOUNDARY ELEMENT HOOPS & TIES WHERE OCCUR PER PLAN CONC SHEAR WALL PER PLAN RAMP SLAB OVER STRUCT FOAM FILL WHERE OCCURS .>°✓ EXTEND ALLWALL BOUNDARY DOWELS + "' TO FTG BOT REINF AS SHOWN, AT CONTRACTORS OPTION, PROVIDE TERMINATORS IN -LIEU OF STD HOOKS--�F MAT SLAB & REINF PER PLAN T/SLAB PER PLAN DOWELS TO MATCH ROT BARS VENEER PER ARCH WHERE OCCURS VERT REINF PER PLAN HORIZ REINF PER PLAN #6 DOW ELS TO MATCH WALL VERT W/ ADDL DOWELS WHERE NOTED PER PLAN CURB PER 1/S3.01, WHERE OCCURS PER ARCH T/CURB PER ARCH ITi'.IT. F/GRADE T/FTG PER PLAN °III II II AII 11- LAP SPLICE PER SCHED (3) ADDL TIES TO EXTEND INTO FTG- PER PLAN I-Tt III`1 '"91I- DOWELS PER 1/S3.01 PER PLAN NOTE: POST INSTALL CURB AT CONTRACTOR OPTION, EMBED DOWELS 4° IN APPROVED ADH T/SLAB P PER PLAN O ADDL REINF PER PLAN WHERE OCCURS EDGE OF FTG AT SIM NOTE: OEXTERIOR CONCRETE SHEAR WALL AT MAT SLAB SCALE: 3/4" =1-0' 103905M) SCALE: 3/4' =1'-0' MAT SLAB W/TYP REINF PER PLAN T/SLAB PER P DOWELS TO MATCH COL VERT REINF mil a BOUNDARY ELEMENT HOOPS & TIES WHERE OCCUR PER PLAN TOP HEINE PER PLAN T/SLA PER PLAN BOT REINF PER PLAN COL & REINF PER PLAN, 14/S4.02 & 19/S4.02 VENEER PER ARCH WHERE OCCURS VARIES CURB WHERE OCCURS PER 6/63.0 FIN GRADE. (10)#4TIE844"OCYP EA SIDE OF COL, T TYP T&8 REINF PER PLAN PER PLAN CONCRETE COLUMN AT MAT SLAB SCALE. 3/4' =1'-0' ✓-GONG SHEAR WALL PER PLAN HORIZ REINF PER PLAN VERT REINF PER PLAN WS MH WALL ° f VERTDOELW/ADDTOL ATCDOWELS WHERE NOTED PER PLAN i— I_..111=111I--1,(-1 1= —I, 1=111„ I l p i =1 CONC FTG PER PLAN PER PLAN MAT SLAB AT CONCRETE SHEAR WALL SLAB & REINF PER PLAN STRUCT FOAM FILL PER PLAN LAP PER 20/S3.01 SLOPE #4 CONT FULL __ ® �-qua-- LENGTH OF RAMP --11111111 AnAMMINOMIRIMEKlign =Ill' 1 1--_ (21#4CONT I.,H -III IIIII MAT SLAB & REINF PER PLAN NOTCH SLAB PER PLAN DOWEL TO MATCH RAMP SLAB REINF SLAB ON RIGID INSULATION AT MAT SLAB SCALE: 3/4. = MAT SLAB & REINF PER PLAN STEEP AS POSSIBLE AT CONCRETE WALL REFERENCE 18/53 02 FOR ADDITIONAL INFORMATION ON REINFORCEMENT. OSTEP AT MAT SLAB PROVIDE (3) HOOP & TIES SETS IN FTG EXTEND ALL WALL BOUNDARY DOWELS TO FTG BOT REINF AS SHOWN, AT CONTRACTORS OPTION, PROVIDE TERMINATORSIN- LIEUOF STD HOOKS SCALE. 3/4° =1'-0' (03905M) NOTE: 45° \D D) 180° 4-° D= 6d FOR#3 THRU#8 D=8d FOR #9,#10&#11 D= 10d FOR#14&#18 ALL REINFORCING EXCEPT COLUMN TIES AND BEAM STIRRUPS 12d r. 180° STIRRUP ) 4d OR 2 1/2"MIN STIRRUP OR TIE D= 4d FOR #3,#4&#5 D= 6d FOR #6,#7&#8 9D° ➢ 160° D1135° �z (D 6d OR 6 3"MIN �' BEAM OR COLUMN CROSSTIES BEAM STIRRUPS AND COLUMN TIES d= BAR DIAMETER, O= BEND DIAMETER TIES AND CROSSTIES FOR SHEAR WALL BOUNDARY ELEMENTS SHALL BE DETAILED AS COLUMN TIES/CROSSTIES. STANDARD HOOKS AND BENDS - 17 BEAM STIRRUPS AND COLUMN TIES SCALE: 3/4' = 0-0' (03400) SCALE: 3/4' =1'-0° 3/4"CHAMFER AT WALLS NOT IN CONTACT W/ SOIL AT CORNERS P PER SCHED ALT EA SIDE CORNER REINF CORNER REINF TO MATCH TO MATCH CROSS WALL HORIZ REINF HORIZ REINF CROSS WALL STD AT INTERSECTIONS NOTES: 1. SPLICE LENGTHS PER LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE PER 20/S301. 2. WALL REINFORCING PER PLAN OR ELEVATIONS, SECTIONS AND DETAILS. 3. AT FOOTINGS AND STEMWALLS, CORNER REINFORCING TO MATCH FOOTING AND STEMWALL HORIZONTAL REINFORCING. PLAN - TYPICAL CORNER REINFORCING AT CONCRETE WALLS #4 CROSSTIE 44"OC, ALT HOOKS 3/4" CHAMFER, TYP PER PLAN , L WALL 11/2'C R TYP HORIZ REINF PER PLAN, TYPAL DOWELS W/ STD HOOK TO MATCH HORIZ REINF, TYP (12) #8 VERT #4 HOOPS 44°0C HORIZ REINF PER PLAN, TYPAL DOWELS W/ STD HOOK TO MATCH HORIZ REINF, TYP NOTE: CROSS -TIES AND HOOPS TO BE GRADE B0. PLAN - CONCRETE L-SHAPED SHEAR WALL OBOUNDARY (12 BARS) CMU WALL W/ REINF WHERE OCCURS °CHAMFER #5®12'0C CONT. EXTEND 36' PAST STEP, TERMINATE W/ STD HOOK AT SLAB EDGE TO MATCH MAT SLAB REINF CJ AT CONTRACTOR OPTION SCALE: 3/4' -1'-0" (03402-SINGLE MAT) 3/4° CHAMFER AT WALLS NOT IN CONTACT W/ SOIL AT CORNERS CORNER REINF TO MATCH HORIZ REINF CORNER REINF TO MATCH CROSS WALL HOAR REINF CROSS WALL STD HOOK AT INTERSECTIONS NOTES: 1, SPLICE LENGTHS PER LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE PER 19/S3.01. 2. WALL REINFORCING PER PLAN OR ELEVATIONS, SECTIONS AND DETAILS. 3, AT FOOTINGS AND STEMWALLS, CORNER REINFORCING TO MATCH FOOTING AND STEMWALL HORIZONTAL REINFORCING. E 4 SCALE. 1' =1'-0' P PER NOTE: CROSS -TIES AND HOOPS TO BE GRADE 80. 3/4" CHAMFER, 4 CROSSTIE 44°OC. ALT HOOKS #4 HOOPS®4"OC 0 HORIZ REINF PER PLAN, TYP 10) # 6 VERTS 0 PLAN - CONCRETE SHEAR WALL OBOUNDARY (10 BARS) SCALE: 1°= 1'O° 103423M) 01404 CONFINED REINFORCING 1a #4 #5 #6 #7 #8 #9 #10 #11 4000 19 24 28 41 47 53 60 72 5000 17 21 25 37 42 47 54 65 6000 16 19 23 34 38 43 49 59 7000 15 18 21 31 35 40 45 55 8000 15 1] 20 29 33 37 43 51 8500 15 16 20 28 32 36 41 50 9000 15 16 19 27 31 35 40 48 10000 15 15 18 26 30 33 38 46 UNCONFINED REINFORCING 1c (psi) 64 45 #6 #7 #8 86 #10 #11 4000 20 25 29 43 49 60 74 89 5000 18 22 26 38 44 54 66 80 6000 16 20 24 35 40 49 61 73 7000 15 19 22 32 37 46 56 67 8000 15 18 21 30 35 43 53 63 8500 15 17 20 29 33 41 51 61 9000 15 17 20 29 33 40 50 59 10000 15 16 19 27 31 38 47 56 UNCONFINED REINFORCING -.1--- 'T FP TY LAP SPLICE, TYP 420 1 1111111 PLAN - TYPICAL SHEAR WALL UNCONFINED REINFORCING LAP SPLIC IEREINIMMIESE =W= ■ =WON =I• all M. MI• _I_ =I. ask -. ramommorammil ELEVATION NOTES: 1. TABULATED VALUES ARE IN INCHES, 2. LAP SPLICE NOT PERMITTED AT #14 OR 018 BARS. PLAN - TYPICAL CORNER REINFORCING SHEAR WALL O18 AT CONCRETE WALLS O REINFORCING LAP SPLICE SCHEDULE O DEVELOPMENT LENGTH SCHEDULE SCALE 3/4' -0' 0403-DOUBLE MA 19 SCALE:t '=1'-0' 01404) 20 SCALE: 3/4'=1'-0. (01400M) T/SIA' PER P LAP PER 19/S3.01, TYP B. TYP 1 1/"2" CLR 3/4" CHAMFER, TYP co #4 CROSSTIE @ 4"0C, ALT HOOKS #4 HOOPS 144"0C DOWELS W/ STD HOOK TO MATCH HORIZ REINF, TYP (8) #8 VERTS HORIZ REINF PER PLAN, TYP PLAN - CONCRETE SHEAR WALL BOUNDARY (8 BARS) SCALE: 1 ° e 1'-0` (03422M) LAP PER 19/S3.01, TYP 8° TYP 1 1/2" CLR 3/4" CHAMFER, TYP • J g g \ #4 CROSSTIE 8 8"0C, ALT HOOKS #4 HOOPS r& B'OG VERT REINF PER PLAN, TYP A DOWELS W/ STD HOOK TO MATCH HORIZ REINF, TYP HORIZ REINF PER PLAN, TYP Q PLAN - CONCRETE SHEAR WALL OU BOUNDARY (6 BARS) 1 SCALE: 1' =1'O° 103421) 01400 GRADE 60 REINFORCING BAR SIZE MISCELLANEOUS BARS TOP BARS (see note#5) HOOKED BARS Ld Splice Ld Splice Ldh Pc = 3000psi #3 17 22 22 28 6 #4 22 29 29 38 11 #5 28 36 36 47 14 #6 33 43 43 56 17 #7 48 63 63 81 20 #8 55 72 72 93 22 #9 62 81 81 105 25 610 70 91 91 118 28 #11 78 101 101 131 31 #14 93 N/A 121 N/A 38 #18 124 N/A 161 N/A 50 Fe 4000psi #3 15 19 19 25 8 #4 19 25 26 33 10 #5 24 31 31 41 12 #6 29 37 37 49 15 #7 42 54 54 71 17 #8 48 62 62 81 19 #9 54 70 70 91 22 910 61 79 79 102 25 #11 67 87 87 114 27 #14 61 N/A 105 N/A 33 #18 108 N/A 140 N/A 43 Pc = 5000psi #3 13 17 17 22 7 #4 17 23 23 29 9 #5 22 28 28 36 11 #6 26 34 34 44 13 #7 38 49 49 63 15 #8 43 56 56 72 17 #9 48 63 63 81 20 #10 54 71 71 92 22 #11 60 78 76 102 24 #14 72 N/A 94 N/A 29 #18 96 N/A 125 N/A 39 NOTES: 1, ALL TABULATED VALUES ARE IN INCHES. 2. VALUES FOR UNCOATED REINFORCING AND NORMAL WEIGHT CONCRETE WITH CLEAR SPACING >db, CLEAR COVER > db AND MINIMUM STIRRUPS OR TIES THROUGHOUT Ld OR CLEAR SPACING > 2db AND CLEAR COVER > db. 3. DEVELOP ALL REINFORCING IN STRUCTURAL SLABS WITH MINIMUM DEVELOPMENT LENGTH Ld. 4. Ldh = DEVELOPMENT LENGTH OF BAR WITH STANDARD HOOK, 5. TOP BAR = HORIZONTAL BAR WITH MORE THAN 12'' OF FRESH CONCRETE BELOW OR AS NOTED ON DOCUMENTS AS "TOP BAR", 6, LAP SPLICE OF DIFFERENT SIZED BARS TO BE THE LARGER OF Ld OF THE LARGER BAR OR SPLICE LENGTH OF THE SMALLER BAR, 7, LAP SPLICE OF #14 AND #18 BARS IS NOT PERMITTED, LAP SPLICE OF SMALLER TO #14 AND #18 BARS IS NOT PERMITTED. 8. LAP SPLICE OF DIFFERENT GRADES OF REINFORCING TO BE THE LARGER OF Ld OF THE HIGHER GRADE BAR OR SPLICE LENGTH OF THE LOWER GRADE BAR, 9.SHEAR WALL REINFORCING LAP SPLICE SCHEDULE PER 19/S3.01. 10. REFERENCE 19/S4 02 FOR 6000 PSI CONCRETE STRENGTH. A REVISION NO, 4 RECEIVED 0'TY IA, TUKW ILA 1 6 2e63 CENTER TYPICAL LAP SPLICE AND U:/R E!"modLO3 ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East score roo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-097272— ,IIQ � >�.P`YrONAL 'FqG` con sul[04 logo e1 707 W 2nd AvenueUf'n Spokane, Washington 99201 P: (509) 455-4448 www.dci-engineers,cam CIVIL / STRUCTURAL project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 key plan subminet s/revisions BUILDING PERMIT SET 1031.17 FOUNDATION ONLY PER MR 12.06.16 STRUCTURAL RESURM0TTAL 12./&i6 STRUCTURALREBUBMITTAL 01.10.18 STRUCTURALBIO SET A 02.0218 BP COORDINATION 2I 100%CD SET 03.09.18 ISSUED FOR CONSTRUCTION SEA POST BP C0R0.170 REV 4 © 08.1&18 drawing title FOUNDATION DETAILS drawing information DATE 12.00.17---___--- SCALE As indicated DRAWN BSD JOB# 170410175 2apyr8M �' Au - wsaws are winica WI sheet number . 1 =1I11 -1 =1 ,1-111-111= TOPPING SLAB PER PLAN TOWER CRANE ANCHOR PER SUPPLIER PER SCHED O1 MAT SLAB AT TOWER CRANE SCALE: 1/2'=1'-0' 1402 REINFORCING SIZE GRADE40 GRADE 60 #4 20 24 #5 25 30 #6 30 36 #7 35 42 #8 40 48 NOTES: 1. DEVELOPMENT AND LAP SPLICE LENGTHS INDICATED SHALL BE USED UNLESS SPECIFICALLY NOTED ON DRAWINGS, 2. REINFORCING MAY BE CONSIDERED TO BE SPLICED WHEN PLACED IN ADJACENT GROUTED CELLS AND IF THE BARS ARE SPACED NO FARTHER APART THAN 1/5 THE REQUIRED LENGTH INDICATED AND NEVER FURTHER APART THAN 8', 3, ALL TABULATED VALUES ARE IN INCHES. 5 ADDL ANCHORAGE REINF PER ANCHOR SUPPLIER TOP REINF PER PLAN BOT REINF PER PLAN TYPICAL LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE FOR STRUCTURAL MASONRY SCALE: 3/4"=1'-0' (01402) MAT SLAB W/TYP REINF PER PLAN NOTE: ADDITIONAL INFORMATION PER 1/5301 )WHERE OCCURS) T/WALL hh PER PLAN •Y CONC WALL& REINF PER PLAN 3/4" CHAMFER EXT SOG BY OTHERS 2'OC EW LAP AT CONTRACTORS OPTION O OTHERS EXT SOG OTHERS T/5LA8 .— P AT REINF PER PLAN AS STEEP AS POSSIBLE 3/4"CHAMFER CONC WALL PER PLAN EXT SOG BY OTHERS CONC FTG W/ REINF PER PLAN SITE WALL AT MAIN ENTRANCE SCALE', 3/4'=1'-011 3/4" CHAMFER, (61 #8 VERT #4 TIES it 1/2110C C01. PER PLAN (4) #4 DOWELS W/ STD HOOK T&B MAT SLAB W/TYP REINF PER PLAN l'/SLAB `I, PER PLAN MV } CONT REINF PER PLAN PER PLAN (WHERE OCCURS) NOTE: ADDITIONAL INFORMATION PER 1/S301, EMBED PL1/2x9x0'-9° W/ 14) 12°0x4°' WH5®6.0C 12)#3 TIES T/CURB PER ARCH FIN GRADE. PER O3 STOREFRONT COLUMN AT CONCRETE CURB SCALE: 3/4' =1'-0" 103002M1 CORNER REINF TO MATCH HORIZ REINF AT CORNERS TD H00K AT INTERSECTIONS NOTES: 1. LAP LENGTHS PER REINFORCING LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE FOR CMU, 2. WALL REINFORCING PER PLANS, ELEVATIONS. SECTIONS AND DETAILS. 3. CORNER REINFORCING AT FOOTING AND STEMWALLS TO MATCH FOOTING AND STEMWALL HORIZONTAL REINFORCING. PLAN - TYPICAL CORNER REINFORCING O8 AT CMU WALLS SCALE: 1' = 1'-0' (040021 SILL BOND BEAM BLOCK 12) #41N LINTEL BLOCK 80° HOOK PARALLEL TO WALL 121 #41N BOND BEAM BLOCK LINTEL W( SHEAR REINF BOND BEAM 2) #348"OC 121,141N LINTEL BLOCK (2) 4t41N BOND BEAM BLOCK CONC CURB PER PLAN CORNER REINF TO MATCH HORIZ WALL REINF CROSS WALL OPEN BOND BEAM PARTIAL HEIGHT EXTERIOR WALL AT MAT SLAB 0 CC1 12x18 CONCRETE COLUMN 13 CMU LINTELS, SILLS AND BOND BEAMS SCALE 3/4'=1'-0' ALE 1°=1'-0° ALE 1'=1'-0' 0001 A T/SLAB PER PLAN TNVALL PER PLAN CHAMFER AS RE00 EXT SOG BY OTHERS 12" CONC WALL W/ #54912"OC EW EF ADDL REINF PER PLAN NOTE: ADDITIONAL INFORMATION PER 7/S3.01. PER PLAN EXTERIOR WALL AT TRANSFORMER SCALE: 3/4' =11-0' PER PLAN (81 #8 VERT #4 TIES CP312.0C CC2 16x16 CONCRETE COLUMN 17 SCALE 1' .1 0° N STEEP AS POSSIBLE NOTE: ADDITIONAL INFORMATION PER 12/S3.01 OV O SECTION AT ELEVATOR PIT 1 SCALE: 3/4.=1'-0' TNVALL PER PLAN OR EL (2) #5. TYP LINO #5x48" DIAL, TYP (2) 45, TYP T/SLAB PER PLAN TPE/FTG R PLAN NOTE: 1. PROVIDE (2) #5 x 48' DIAGONAL BARS AT WALLS 10. OR THICKER. 2. ADDITIONAL REINFORCEMENT AS REQUIRED PER PLAN HOOK BARS WHEN 24" LENGTH IS NOT AVAILABLE ELEVATION - TYPICAL CONCRETE WALL O4 OPENING REINFORCING SCALE: 3/41=1'-0° 103401M1 CORNER REINF PER B/53.02 TO MATCH HORIZ REINF, TYP TNVALL TYP RORIZ REINF IN BOND BEAM, PPP AT OPNG (2) TYP VERT REINF MIN, TYP AT CORNERS (DIRT VERT REINF MIN, TYP AT OPNG ORV' g PER PLAN TYP HORIZ REINF AT TNVALL NOTES: 1. TYPICAL REINFORCING PER PLAN, 2. INFORMATION NOT SHOWN PER TYPICAL SECTIONS, 3, CMU WALLS ARE SOLID GROUTED. FOR WALL SECTIONS 16' 0R SMALLER, PROVIDE (2) TYP VERT REINF, MIN CMU CONTROL JOINT LOCATION PER 14/S3.02, LOCATION & WATERPROOFING PER ARCH STOP HOR12 REINF AT CONTROL JOINT, TIP LINO TYP VERT REINF, EA SIDE OF CONTROL JOINT, TYP TYP HORR REINF PER PLAN TYP HORIZ REINF IN BOND BEAM AT SILL TYP HORIZ REINF IN FIRST COURSE DOWELS TO MATCH VERT R INF (PROVIDE STD HOOK PER TRUCT NOTES AS 'KOLA. REF 11/S4,03 AT SLAB O9 ELEVATION - TYPICAL REINFORCING IN CMU WALL SCALE 1'=1'-0' (04000M) CL JOINT VERT CONTROLJOINT, OMIT MORTAR. CAULK PER ARCH TERMINATE HORIZ REINF 2" FROM CONTROL JOINTS, EXCEPT AT FLR & ROOF BOND BEAMS �11 _ l o v Incaeleee•eee•eleeee■I� ���eleeee■elee•eleeer VERT REINF PER /S302 NOTE: CONTROLJOINT LOCATION CRITERIA PER STRUCTURAL GENERAL NOTES. CONTRACTOR SHALL COORDINATE LOCATION OF JOINT WITH ARCHITECT AND STRUCTURAL ENGINEER. PROVIDE 16. SMOOTH DOWEL (SAME SIZE AS HORIZ REINF) ACROSS JOINT. PREVENT BOND BTWN DOWEL & GROUT W/ GREASE OR PLASTIC SLEEVE, CAP ALL DOWELS TO ALLOW 1° OF MOVEMENT. PROVIDE CLOSED END BLOCKS AT CONTROL JOINTS, TYP T/SL40 PER PLAN O MAT SLAB & REINF PER PLAN STL STAIR PER SUPPLIER BP1/4x2 x LENGTH W/ (2) 12110 EXP ANCHORS W/ 312" MIN EMBED, TYP AT EA STRINGER 's NON -SHRINK GROUT 11 ' 11 1111 1 1— I11" 11 LL III 117 ([ III (1= I ( 1 1 ll1 III III 1= 11. III 111=111 1' 1-' 1-1 ,-1 1 1-111 1 1 111—I 11—I I I I-111-11 l 11-1T1 I I 1I —i 11 111_l l L STRINGER BASE DETAIL AT MAT SLAB HSS WIDTH TYP SCALE: 1' =1'-0" (05608M) CL WALL 1/2" NS&FS STUD WALL PER PLAN F/STUD- /GONG CL COL CL WALL SECTION TYPICAL BASEPLATE TO CONCRETE WALL CONNECTION - HSS COLUMN SCALE: 1°=1'U' 105032) (21 SIDES (21 SIDES TYPICAL PLANS AT TOP OF WALL SHTHG WHERE OCCURS 1° GROUT OPTIONAL WALL REINF PER PLAN, TYP CONC WALL PER PLAN CL COL COL PER PLAN BP PER PLAN TYPUNO OU NS & FS NAILER AT SHEAR WALLS WHERE OCCURS PER PLAN & WOOD DETAILS 8P PER PLAN TYP LINO TANALL PER PLAN 2) 3/4"0 AB'S W/ HEX NUTS & WASHERS LINO ADDL #4 x 48" OPPOSITE TYP REINF, PROVIDE CORNER BAR AT CORNER CONDITION ELEVATION MAT SLAB & REINF PER PLAN CJ PER PLAN LAP PER SCHED, TYP TYPICAL CONSTRUCTION JOINT O14 PLAN - CMU CONTROL JOINT OAT MAT FOUNDATION SCALE: 1°=,1-0' (04001) 15 SCALE: 3/4'=1'-0' CMU WALL WHERE OCCURS PER P MAT SLAB PER PLAN 1= �� I TYP PROVIDE STD HOOKS OR LENTON TERMINATORS AT ENDS OF T&B REINF, TYP EMBED PL1/2x3x2'-6" W/ (6) 12110x6' NHS @ 13"0C, VERIFY SIZE AND LOCATION PER ELEV MEP, TYP #5 0112°0C CONT EXTEND 36° PAST ELEV PIT 24° 4 12"QC 24" SUM PIT AS RE00 #ST TRIM SIM TO 1/S401 II1-1,„Ii1=N�1i111 11 CONC SHEAR WALL PER PLAN #5012''C CONT EXTEND 36" PAST ELEV PIT DOWELS TO MATCH WALL VERTS BOUNDARY TIES WHERE OCCURS SUMP EMBED AS REOD 111_;11;11=11hr #BT&B . W/ STD HOOK =111 1' 111—=1-11' I I� 1 11-111=E111-I —, STEEP AS POSSIBLE LEMON TERMINATORS OR STD HOOKS, TYP AT VERT REINF TACK WELD NUT TO AB n6VISIONNO, FREEED C!T7 0- TUK ,LA P,LU 1 5 2060 PERMIT CENTER U R B A L i ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE foo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 Wei y P S,,,,, consultant logo �tiWN?4H'"x E 61o0 TR,E6A 8 707 W 2nd Avenue Spokane, Washington 99201 P: (509)455.4448 wwwdc1-eng180015 c0m CIVIL- / STRLJCTLJRAL 0 EF "wn.""m"n"",.im mvEw"Po �rvYw°w°ii°'''''e project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key Plan submittals/revisions BUILDING PER SET 10.31.17 FOUNDATION ONLY PERMIT 1206.17 STRUCTURAL RESIDED AL AMIEB STRUCTURAL RESUBMITOAL A 91.10.18 STRUCTURALBIDSET Alt 02.0218 BP COORDINATION 21100M CD SET 03.09.18 ISSUED FOR CONSTRUCTION SET 3 061618; POST BP CORR, 1 TO REV 4 9 OB.16.161 81awing title FOUNDATION DETAILS drawing information DATE 12.06.17 SCALE As indicated DRAWN SSD JOB N 17041-0175 copyright sur L. m�the, mheet mberre.auc. TENDONS SHALL BE (48" M NOTES: 1. ALL OPENINGS WITH A DIMENSION OF 12. OR GREATER SHALL BE TRIMMED WITH REINFORCING. 2, REINFORCING IS IN ADDITION TO ANY REINFORCING INDICATED ON PLANS. 3, WHERE AN ADJACENT OPENING IS CLOSER THAN THE SMALLER OPENING DIMENSION, EXTEND TRIM REINFORCING TO 24" MINIMUM PAST ADJACENT OPENINGS. 4. HOOK REINFORCING AT SLAB EDGE AS REQUIRED. TYPICAL POST -TENSIONED LAYOUT AT SLAB OPENING SCALE: 3PP =1'-0° 103301) TENDON CENTER OF GRAVITY ABOVE B/SLAB OR B/DROP BAND PER PLAN CANTILEVER #5 T&8 x 48" DIAG TYP AT EA CORNER PROVIDE REINF ON ALL SIDES, T&B RI TO ONE-HALF THE AREA OF SLAB REINF CUT BY OPNG (12) #5 T&B ALL SIDES MIN) CL SUPPORT Li CL SUPPORT L2 L1/2 L2/2 INFLECTION POINTS TENDON PROFILE +- (REVERSE PARABOLA) INT SPAN 0,1L .1L' L22 END SPAN SPAN TYPICAL POST -TENSIONED SLAB PROFILE L SUPPORT SCALE: 3/4' ... 1'-0' (033031 MILD REINF STAGG EW, TYP D REINF TO BE DIST )THIN THIS AREA PER SCHEIi' DISTTEND 0NS PER PLAN COL BELOW PER PLAN BANDED TENDONS PER PLAN, GROUP (5) TENDONS MAX LEGEND: W COLUMN WIDTH T = SLAB THICKNESS 11111•11•11 maw .-11:- MP' _al MI MI MI =III _____�__IIMc • TOP UPPER REINF PER PLAN TOP LOWER REINF PER PLAN NOTE: MINIMUM OF (2) TENDONS SHALL 8E PLACED DIRECTLY OVER COLUMNS, IN BOTH DIRECTIONS, UNO. REINFORCING AT INTERIOR COLUMN SCALE: 3/4'= 1'-0' 103309MI BANDED TENDONS PER PLAN. GROUP (51 TENDONS MAX UNIFORMLY DIST TENDONS PER PLAN TOP UPPER REINF PER PLAN T/SLAB PER }z PLAN ia9 CHAIR BY OTHERS SUPPORT REINF BY OTHERS TOP LOWER REINF PER PLAN COL PER PLAN NOTES: 1. ALTERNATE TENDON AND REINFORCING GROUPS, 2, QUANTITY AND LENGTH OF REINFORCING PER PLAN. 3, REINFORCING STAGGER PER 11/S401. 4. MINIMUM OF 12) TENDONS SHALL BE PLACED DIRECTLY OVER COLUMNS IN BOTH DIRECTIONS, UNO. SECTION THROUGH DISTRIBUTED TENDONS AT SUPPORT --NO STL PIPE INSERT' IS READ FOR SLAB 6' PENETRATIONS OUTSIDE THE 45° ZONE OF ANCHOR STD STL PIPE INSERTS NOT READ FOR SLAB PENETRATIONS LOCATED FURTHER THAN NJICE THE OPNGS GREATER DIMENSION (36" MIN) FROM ANCHORS SLAB PENETRATIONS AT OPOST -TENSIONED ANCHORS SCALE: 3/4.. 1'-0' (03302) STD STL PIPE INSERTS REOD WHEN SLAB PENETRATIONS ARE WITHIN THE 45. ZONE OF ANCHOR CLR SLAB EDGE, TYP CORNER SLAB EDGE REINF PERIMETER SLAB EDGE / TO MATCH PERIMETER SLAB REINF PER PLAN, TYP REINF PLAN - EXTERIOR SLAB EDGE CORNER /2"CLR TYP 2)#5T&B x48'DIAL NOTE: PLAN - INTERIOR SLAB EDGE CORNER POST -TENSIONING ANCHORAGE AT SLAB CORNERS PER 8/S4 01. PLAN - TYPICAL REINFORCING AT SLAB EDGE CORNERS SCALE, 1/2-=1'-0' 103304) DIST TENDONS ✓ PER PLAN BANDED TENDONS PER PLAN, GROUP (5) TENDONS MAX-1 PERIMETER SLAB EDGE REINF PER PLAN, TYP SLAB EDGE, TYP TO BE DIST ITH N THIS AREA 5T W NOTES: 6(MIN) 1 MINIMUM OF (21 TENDONS SHALL BE PLACED DIRECTLY OVER COLUMNS, IN BOTH DIRECTIONS, UNO. 2ADDRIONAL POST -TENSIONED ANCHORAGE REINFORCEMENT PER 9/S4,01 AND 10/S4 01. TOP LOWER REINF PER PLAN MIN OF (2) TENDONS AT SLAB EDGE, PARALLEL TO DIST TENDONS ONLY TOP UPPER REINF PER PLAN COL BELOW PER PLAN SLAB EDGE VARIES PER PLAN LEGEND' W = COLUMN WIDTH T = SLAB THICKNESS OG af REINFORCING AT EXTERIOR COLUMN 1 SCALE: 3/4" = P-0' (03310M) CONC SLAB & REINF PER PLAN VERT DOWELS W/ STD HOOKS TO MATCH VERT REINF CONC COL & REINF PER PLAN, 12/S3.02 & 17/S3.02 NOTE: ADDITIONAL INFORMATION PER 15/S4.01 AND 16/S4.01. eTYPICAL SECTION AT TOP OF CONCRETE COLUMN SCALE: 3/4. =1-0' (03324) (4) SLEEVES MAX PER GROUP SLEEVE, TYP D OR4" MIN, TYP 18"MIN BN/N GROUP #5T&B, TYP ALL SIDES NOTE: PROVIDE TRIM REINFORCEMENT PER 1/S4,01 WHERE MINIMUM SPACING IS NOT MET. PLAN - NO ADDITIONAL REINFORCEMENT NOTES: 112"CLR TYP NOTE: SLEEVE, TYP PROVIDE TRIM INFORCEMENTA SHOWN AROUND GROUPS OF (5{ OR MORE SLEEVES. PROVIDE TRIM REINFORCEMENT PER 1/S4.01 WHERE MINIMUM SPACING IS NOT MET PLAN - ADDITIONAL REINFORCEMENT 1. ALUMINUM MATERIALS SHALL NOT BE EMBEDDED IN CONCRETE, 2. SLEEVES SHALL NOT BE LOCATED WITHIN 48" OF COLUMNS WITHOUT ENGINEER'S APPROVAL. 3. SLEEVES SHALL NOT INTERRUPT TYPICAL REINFORCEMENT INDICATED ON PLAN. 4. PROVIDE 2' MINIMUM CLEARANCE BETWEEN ALL POST -TENSIONING TENDONS. OPLANS - SLEEVES THRU CONCRETE SLAB SCALE: 1/2' =1'-0' (03221) BANDED TENDONS ( I 1 /-SLAB EDGE, WP PER PLAN DIST TENDONS PER PLAN PERIMETER SLAB EDGE REINF PER PLAN, TYP CORNER SLAB EDGE REINF PER 7/S4.01 NOTES: 1. ADDITIONAL INFORMATION PER 9/S4,01 AND 10/S4 01. 2, REINFORCING AT POST -TENSIONING ANCHORS NOT SHOWN FOR CLARITY. 3. IF EDGE DISTANCE CAN NOT BE MET, CONTACT STRUCTURAL ENGINEER OF RECORD. PLAN - TYPICAL POST -TENSIONING OAT EXTERIOR SLAB EDGE CORNERS SCALE'. 3/4'=1'-0" (03304A/ hh T/SLAB PEP PLAN CONT TENDONS PER PLAN ADDED TENDONS PER PLAN STAGG DEADENED ANCHORAGES 12" WHEN MORE THAN 12) ARE PLACED IN ONE LOCATION CL SUPPORT PLAN BAR SUPPORT BARS BY OTHERS AS READ 4'-0" MIN FROM F/SUPPORT OR PER PLAN CHAIR BY OTHERS, TYP MIN (2) #4 BACKUP BARS, TYP, EXTEND 24' BEYOND ANCHORS SECTION 1'-0" MIN L SUPPORT CL SUPPORT BAR BAR O1 ANCHORAGE AT ENDS OF ADDED TENDONS SCALE'. 3/4' =1'-0' (03308) 5 hh T/SLAB PER PLAN NOTE: ADDITIONAL INFORMATION PER 15/S4.01 AND 16/S4.01. CONC COL & REINF PER PLAN, 12/S3 02 & 17/S3.02 CONC STAB & REINF PER PLAN CONC COL & REINF PER PLAN, 14/S4.02 & 19/S402 TYPICAL SECTION AT CONCRETE COLUMN 18" MIN CONDUIT IDS T/3) TYP UNO #4 T&B ®12"0C REOD WHERE 8° MIN SPACING D1YP BTWN GROUPS IS NOT UNO MAINTAINED P-T TENDONS PER PLAN (31 CONDUIT PER GROUP MAX DOR 2"MIN TYPUNO NOTES: 1. ALUMINUM MATERIALS SHALL NOT BE EMBEDDED IN CONCRETE. 2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS WHICH INDICATE THE PLACEMENT OF CONDUIT IN SLAB. 3, DO NOT PLACE CONDUIT WITHIN 48" OF COLUMN FACE OR SLAB EDGE. 4, CONDUIT SHALL NOT TOUCH POST -TENSIONING TENDONS, PROVIDE CHAIRS TO SUPPORT CONDUIT. 5. CONDUIT PLACEMENT NOT MEETING ABOVE CRITERIA MAY REQUIRE ADDITIONAL REINFORCING AND/OR SLAB THICKENING, O NOTE: STUDRAILS MAYBE USED IN LIEU OF HAIRPINS PENDING STRUCTURAL ENGINEER OF RECORD APPROVAL, SLEEVES THRU CONCRETE SLAB 2"MIN TYP SCALE: 1' =1'-0" (03222) T/SLAB PER PLAN SECTION 13T/B SECTION PLAN IN ACKUP BARS 3/4" CLR MIN TYP, PLACE P-T ANCHORS VERT UNO 443 x = (T-21 HAIRPINS EA SIDE OF ANCHOR AT GROUPS OF (60 OR MORE DIST TENDONS BANDED TENDONS PER PLAN 12) #4 BACKUP BARS SLAB EDGE 0 nT DIST TENDONS PER PLAN OANCHORAGE AT ENDS OF DISTRIBUTED TENDONS SCALE: 3/4°=100' (03306) T/SIAB PER PLAN SECTION INFLECTION POINT P-T TENDON, TYP HAIRPIN PER SECTION, TYP CLR B0WN ENDONS MIN, TYP 18' ADD_ #3 x P-- HAIRPINS 6612°0C FOR EVERY (4) TENDONS, STAGG HAIRPINS POST -TENSIONED TENDONS O14 WITH SWEEP GREATER THAN 1:6 SCALE: 1°=1'-0' (03311) SLAB DOWELS PER PLAN, DOWELST&B WHERE REM PER PLAN CONC SLAB PER PLAN 5 ROUGHEN SURFACE 11/4" AMPLITUDE)TYP PER PLAN TYPICAL SLAB CONNECTION O1 AT TOP OF SHEAR WALL SCALE: 3/4.=1'-0' 103326M MIN OF (2) P-T TENDONS OVER SHEAR WALL, TYP DOWELS TO MATCH VERT WALL REINF UNO PER PLAN, BOTH HOOKS POINT INSIDE AT SLAB EDGE WHERE OCCURS SLAB EDGE WHERE OCCURS HOOKS AT SLAB EDGE WHERE OCCURS CONC SHEAR WALL & REINF PER PLAN ZONE 1 CONC COLUMN PER PLAN STUDRAIL PER PLAN, TYP SLEEVE NOTES: 1. FOR SLEEVES LOCATED IN ZONE 1 PER 3/S4.01. ZONE 2 2. (1) SLEEVE WITH A'D' < 6" IS ALLOWED IN ZONE 2, I11 SLEEVE TOTAL AT COLUMN. 3, SLEEVES NOT MEETING THE ABOVE CRITERIA SHALL BE SUBMITTED TO STRUCTURAL ENGINEER OF RECORD FOR APPROVAL. STUDRAIL CONFIGURATIONS MAY REQUIRE REVISION WHERE SLEEVES DO NOT MEET ABOVE CRITERIA PLAN - SLEEVES THRU OCONCRETE SLAB AT COLUMN SCALE: 3/4° = 100° (03339) T/SLAB PER PLAN SECTION Il) ADDL HAIRPIN EA SIDE OE BANDED TENDON GROUP NOTE: PLAN 6" MIN STUDRAILS MAYBE USED IN LIEU OF HAIRPINS PENDING 12" MAX STRUCTURAL ENGINEER OF RECORD APPROVAL. ANCHORAGE AT ENDS OF BANDED TENDONS 1 1 Q SCALE: 3/4' =1'-0" (03307) T/8 121 #4 BACKUP BARS -3/4" CLR MIN TYP, PLACE P-T ANCHORS VERT UNO #3x IT-2°I HAIRPINS EA SIDE OF ANCHOR BACKUP BARS T/SLAB PER PLAN NOTES: 2"CLR MINTY TOP UPPER REINF PER PLAN BANDED TENDONS PER PLAN, GROUP (5) TENDONS MAX UNIFORMLY DIST TENDONS PER PLAN TOP LOWER REINF PER PLAN o SUPPORT REINF 1. ALTERNATE TENDON AND REINFORCING GROUPS 2. QUANTITY AND LENGTH OF REINFORCING PER PLAN. 3. REINFORCING STAGGER PER 11/S4.01. 4, MINIMUM OF (2) TENDONS SHALL BE PLACED DIRECTLY OVER COLUMNS IN BOTH DIRECTIONS, UNO. SECTION THROUGH 16 BANDED TENDONS AT SUPPORT BY OTHERS CHAIR BY OTHERS COL PER PLAN OEVDE W AUG 24 2013 REID MIDDLETON, INC. A SCALE; 3/4'=100° 103320M) SLAB DOWELS PER PLAN, DOWELS T&B WHERE REOD PER PLAN CONC SLAB PER PLAN T/StAB PER PLAN MIN OF 12) P-T TENDONS OVER SHEAR WALL TYP ADDL DOWELS WHERE OCCUR PER PLAN OF1-UKWiLC AJJ0S2313 PERMIT CENTER CONC SHEAR WALL & REINF PER PLAN ROUGHEN SURFACE 1/4° AMPLITUDE TYP SLAB EDGE WHERE OCCURS HOOKS AT SLAB EDGE .'Kitt FOR CODE COO/PLIANCC APPROVED AUG 24 2018 City of Tukwila BUILDING DIVISION O20 TYPICAL SLAB CONNECTION AT SHEAR WALL SCALE: 3/4'=160' (03325) URBAL0 ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East sv/T5100 Seattle, WA 98102 info@urbalarchitecture,com www,urbalarchitecture.com T 206-257-0972 rtnionesTss8 707 W 2nd Avenue Spokane, Washington 99201 P: (509) 455-4448 w40080/-engineete.com CIVIL / S IJCTI-.) ®C V4110.017 e'Amelo Comer..lm.NROls Reserved STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 key plan submiftals/revision BUILDING PERMIT SET FOUNDATION ONLYPERMIT STRUCTURALR STRUCTURALRESUBM STRUCTURAL BID SET Al CM BP COORDINATION 21100%C0 SET ISSUED FOR CONSTRUCTION SETA POST BP CORR.1 TO REV 01.10.18 020218 03.09.18 06.15,18 drawing title POST -TENSION CONCRETE DETAILS drawing information DATE 12.06.17 SCALE As indicated DRAWN BSD OB# 17041-0175 copyright vnN l�ew wNIghte cwwmmn a eraymm.frzorrnee her., is at insInnent at 1.1...lecturoPt. ewnnmimomxb street number S4.01 RV 4 SCALE: 3/4' =1'-0" 103321 MI SCALE: 3/4' =1'-0' (03324A) T/3LA8 VARIES PER PLA SMALLER OF STUD SPACING & STUDRAIL HEIGHT/2 T/SLAB PER PLAN NUMBER & SPACING 'OF STUDS PER SCHED CDNC SLAB PER PLAN CDNC SLAB SOFFIT STEP PER NOTE 4 OR CDNC DROP BAND WHERE OCCURS PER PLAN SMALLER OF STUD SPACING & STUDRAIL HEIGHT/2 T/StA PER PLAN CDNC SLAB SOFFIT STEP OR CDNC DROP BAND WHERE OCCURS PER PLAN T/SLAB PER PLAN SMALLER OF STUD SPACING & STUDRAIL HEIGHT/2 SMALLER OF _ STUD SPACING & STUDRAIL HEIGHT/2 AT VARIABLE THICKNESS SLAB NUMBER & SPACING OF STUDS PER SCHED CDNC SLAB PER PLAN SMALLER OF STUD SPACING & STUDRAIL HEIGHT/2 AT SLAB OR SOFFIT STEP SMALLER OF STUD SPACING & STUDRAIL HEIGHT/2 AT SLAB OR SOFFIT STEP CDNC SLAB PER PLAN STUDRAIL STRIP PL PER SCHED W/ SHEAR STUDS CDNC COL PER PLAN CDNC SLAB STEP WHERE OCCURS PER PLAN STUDRAIL STRIP PL S' PER SCHED W/ SHEAR STUDS CDNC COL PER PLAN CDNC SLAB STEP WHERE OCCURS PER PLAN STUDRAIL STRIP PL g PER SCHED W/ SHEAR STUDS CDNC COL PER PLAN CDNC SLAB PER PLAN IIIIIIII (III SMALLER OF STUD SPACIN & STUDRAIL HEIGHT/2 OF STUDS PER SCHED SMALLER OF STUD SPACING & STUDRAIL HEIGHT/2 AT TYPICAL FLAT SLAB STUDRAIL NOTES: 1, STUDRAIL HEIGHT IS DETERMINED BY THE THICKNESS OF THE SLAB. HEIGHT MAY NEED TO BE ADJUSTED WHERE SLABS STEP OF SLOPE. 2. STUDRAIL AT COLUMN CORNERS SHALL BE ALIGNED WITH THE FACE OF COLUMN. INTERMEDIATE STUDRAILS SHALL BE EQUALLY SPACED. 3. STUDRAIL SHEAR REINFORCEMENT SHOWN IN THESE DETAILS SHALL BE STUDRAILS AS MANUFACTURED BY °DECON", a. WHERE SOFFIT STEP EXCEEDS 3" PROVIDE FULL DEPTH STUD RAILS AT LOWER SOFFIT. TYPICAL STUDRAIL SECTIONS STUDRAIL STRIP PL PER SCHED W/ SHEAR STUDS CDNC COL PER PLAN STUDRAIL STRIP PLATE SIZE SCHEDULE STUD DIA WIDTH 1/4° 1 1/4" 5/8" 5/16" 1 3/4 ° 3/4' 3/8" SCALE: 3/4' =1'-0' (03330) STUDRAIL PER SCHED, TYP NOTE: ADDITIONAL INFORMATION PER 2/S4.02 AND 11/S4.02 CDNC COL PER PLAN ALIGN STUDRAILS W/ F/COL TYP 01460 STUDRAIL SCHEDULE (SRX) MARK NUMBER OF RAILS STUDS PER RAIL STUD 0 STUD SPACING DETAIL REFERENCE 001 ) 10 8 1(2" 3' 16(5402 SR2 5 10 1/2° 3° 17/5402 SR3 6 10 1/2" 3" 18/S4.02 004) 8 10 1/2" 3" 12/04.02 Sfl5) 8 8 1/2" 3° 8/54.02 SR6 8 15 1/2" 3" 8/S4.02 SR7) 12 15 1/2" 3" 3/S402 SRB) 8 24 1/2" 3" 8/S4.02 SR9) 5 26 1/2° 3" 17/S4.02 OZ STUDRAIL SCHEDULE SCALE: 1' =1'-0' CDNC WALL WHERE OCCURS PER PLAN & 13/S4,03 P-T SLAB & REINF PER PLAN 6" 121 #4x HAIRPINS EMBED PL1/2x10x0'-10" W/ (411 /2"0x6"WHS06"OC EXT STUDS PER PLAN T/W INDOW TO ACCOMODATE 3/4" DEFLECTION MIN J� TANIND0H xP PER ARCH '. NOTE: REFERENCE 17/S5.02 FOR TYPICAL OPENING. STOREFRONT SUPPORT AT O% OPENINGS GREATER THAN 16'-011 SCALE: i'=1'-0' STUDRAIL PER SCHED, TYP NOTE: ADDITIONAL INFORMATION PER 2/S4 02 AND 11/S4.02 r EXTENDED SLAB WHERE OCCURS HSS3x3x3/16 ®10'-0"OC W/ STUD EA SIDE ATTACHED W( 0.157"0 PAF 04'OC STAGG 600T300-54 CONT BTWN HSS WINDOW PER ARCH CDNC COL PER PLAN ALIGN STUDRAILS w/F/COL, TYP 12 STUDRAIL LAYOUT AT EDGE COLUMN SCALE: 3/4' =1'-0' (03332M) STUDRAIL PER SCHED, TYP ALIGN STUDRAILS W/ F/COL, TYP UNO EDGE OF SLAB PER PLAN EDGE OF SLAB PER PLAN CDNC COL PER PLAN STUDRAIL PER SCHED, TYP EC) STUDRAIL PER SCHED, TYP NOTE: ADDITIONAL INFORMATION PER 2/S4 02 AND 11/S4.02 EO CDNC COL PER PLAN ALIGN STUDRAILS Wl F/COL, TYP 8" CONC WALL W/ 45 12" OC EW, EF FORM SAVERS TYP KEYWAY MILD REINF SLAB PER PLAN 3 O STUDRAIL LAYOUT AT INTERIOR COLUMN OSLAB STEP AT HOT TUB SCALE: 3/4'=1/0. 103332M) 4 SCALE: 3/4'=1/0. STUD WALL PER PLAN CMU & DOWELS WHERE READ 'I■� STL STAIR PER CURB PER 1/S3,01 .1 SUPPLIER & 12/54.03 TOPPING SLAB 44 DOWELS 0 PERIMETER, TOPING ATPERIMETER, TYP rot Ili PT SLAB PER PLAN STD HOOK DOWELS x PER PLAN AT SAME SIZE & SPACING AS MILD REINF TYP 7T&O x CONT STUDRAIL PER SCHED, TYP NOTE: ADDITIONAL INFORMATION PER 2/S4.02 AND 11/S4 02. CDNC COL PER PLAN ALIGN STUDRAILS W/ F/COL, TYP O$ STUDRAIL LAYOUT AT INTERIOR COLUMN SCALE: 3/4°= 1'/0' (03332M) 3/4. CHAMFER, TYP /GONG PER ARCH/ LANDSCAPER 6" CONC WALL W/ #a 6412"0C EW WATERPROOF PER ARCH P-T SLAB, SLOPED TO FLR DRAINS PER PLAN 75PCF PLANTING SOIL PER LANDSCAPE ARCH (CONFIRM) PROVIDE'L" SHAPED FTG WHEN WALL LENGTH IS GREATER THAN 8'-0" BTVVN CORNERS OF PLANTER WALL.. 12144 CONT AT IL SHAPED FIG T/SLAB PER PLAN DRAINAGE MAT PER ARCH W/ 10PSI MIN COMPRESSIVE STRENGTH 2 O13 PLANTER WALL ON POST -TENSIONED SLAB SCALE: 3/4,-- 1'-0' CDNC COL PER PLAN ALIGN STUDRAILS W/ F/COL, TYP $ T(TOPPING PER PLAN SLAB &L I PER Bp N T/SLAB PE ( PLAN POST INSTALL 6' IN APPROVED ADH AT CONTRACTORS OPTION SLABJOINT: INT SLABS: TOOLED JOINT, EXT SLABS: 1/2"W x 1"DP BLOCKOUT W/ ELASTOMERIC CAULKING, T/SLAB PER PLAN 1/2" CHAMFER NOTES: LAP PER 20/S3.01, TYP REINF PER PLAN WI DOWEL 8AR SPLICE SLAB BLOCKOUT PER PLAN 1. OPENING SIZE AND LOCATION SHALL BE COORDINATED WITH STRUCTURAL ENGINEER OF RECORD PRIOR TO CONSTRUCTION. 2, WHERE 1"01, BLOCKOUT OCCURS AT EXTERIOR SLABS, MAINTAIN CLEAR COVER PER PLAN, CDNC SLAB PER PLAN 3/4" x 21/2' CONT KEY, TYP ALL SIDES TRIM REINF PER 1/S4.01 TYP OSECTION AT CRANE/PLACING BOOM BLOCKOUT SCALE: 3/4' =140' (033058) PER ARCH FIN GRADE 9 O STAIR CONCRETE TOPPING SLAB AT LANDING SCALE: 3/4' _ GRID TOP UPPER REINF PER PLAN OR EL BANDED TENDONS PER PLAN GROUP (5) TENDONS, MAX TOP LOWER REINF PER PLAN UNIFORMLY DIST TENDONS PER PLAN T/GEAR PER PLAN SUPPORT REINF BY OTHERS CHAIR BY OTHERS DROP BAND 00T RENF PER PLAN COL PER PLAN NOTES: DROP BANDWIDTH PER PLAN 1. ALTERNATE TENDON AND REINFORCING GROUPS. 2. QUANTITY AND LENGTH OF REINFORCING PER PLAN. 3. REINFORCING STAGGER PER 11/S4.01. 4. MINIMUM OF (2) TENDONS SHALL BE PLACED DIRECTLY OVER COLUMNS IN BOTH DIRECTIONS, UNO. 5. PERPENDICULAR TENDONS SHALL BE CHAIRED ADEQUATELY TO PREVENT UPLIFT AT DROP BAND CENTERLINE DURING POUR, 10 MILD REINF CDNC SLAB W/REINF PER PLAN 24 #4 DOWELS ;al 24012"OC PER ARCH CDNC WALL& REINF PER PLAN DOWEL TO MATCH VERT WALL REINF W/ STD HOOK MAT SLAB PER PLAN T/SLAB PER PLAN REINF PER PLAN TOOLED JOINT WATER STOP WHERE REO (2 #4 T&Bsli MILD REINFORCED RAMP SLAB AT CUT OFF WALL STRUCT FOAM FILL PER STRUCT GENERAL NOTES DOWEL W/ STD HOOK, SIZE & SPACING TO MATCH VERT WALL REINF SCALE: 3/4' =1'-0' 103350MI ADDL ANCHORAGE REINF PER 9/S4.01 & 10/S4,01 P-T TENDONS PER PLAN T/SIAO PER PLAN s 3/4021/2"x12° KEY048.0C MAX B1WN TENDONS NOTES: (.ENGINEER SHALL APPROVE THE USE AND LOCATION OF ALL POST -TENSIONED SLAB CONSTRUCTION JOINTS. 14 TYPICAL SLAB/DROP BAND SECTION AT COLUMN 2W0095: DPBLOCKOUT occ000ATEXTERIOR S es, SCALE: 3(4' =1'-0° 103323M{ MAINTAIN CLEAR COVER PER PLAN. NOTES: 01400M GRADE 60 REINFORCING BAR MISCELLANEOUS BARS TOP (see BARS note 451 HOOKED BARS SIZE Ld Splice LR Splice Ldh 1'c=6000psi #3 12 16 16 20 6 #4 16 21 21 27 8 #5 20 26 26 33 10 46 24 31 a1 40 12 #7 34 45 45 58 14 #8 39 51 51 66 16 49 44 57 57 74 18 010 50 64 64 B4 20 #11 55 71 71 03 22 414 66 N/A 86 N/A 27 08 88 N/A 114 N/A 35 1. ALL TABULATED VALUES ARE IN INCHES. 2. VALUES FOR UNCOATED REINFORCI G AND NORMAL WEIGHT CONCRETE WITH CLEAR SPACING >db, CLEAR COVER > db AND MINIMUM STIRRUPS OR TIES THROUGHOUT Ld OR CLEAR SPACING > 2db AND CLEAR COVER > db. 3. DEVELOP ALL REINFORCING IN STRUCTURAL SLABS WITH MINIMUM DEVELOPMENT LENGTH Ld, 4, Ldh= DEVELOPMENT LENGTH OF BAR WITH STANDARD HOOK. 5. TOP BAR = HORIZONTAL BAR WITH MORE THAN 12' OF FRESH CONCRETE BELOW OR AS NOTED ON DOCUMENTS AS 'TOP BAR°, 6. LAP SPLICE OF DIFFERENT SIZED BARS TO BE THE LARGER OF Ld OF THE LARGER BAR OR SPLICE LENGTH OF THE SMALLER BAR, 7. LAP SPLICE OF #14 AND #18 BARS IS NOT PERMITTED. LAP SPLICE OF SMALLER TO 414 AND #18 BARS IS NOT PERMITTED. 8. LAP SPLICE OF DIFFERENT GRADES OF REINFORCING TO BE THE LARGER OF Ld OF THE HIGHER GRADE BAR OR SPLICE LENGTH OF THE LOWER GRADE BAR. 9.SHEAR WALL REINFORCING LAP SPLICE SCHEDULE PER 19/S301. TYPICAL LAP SPLICE AND STUDRAIL LAYOUT AT INTERIOR COLUMN STUDRAIL LAYOUT AT CORNER COLUMN O STUDRAIL LAYOUT AT EDGE COLUMN O DEVELOPMENT LENGTH SCHEDULED SLAB AND SOFFIT STEP DETAIL SCALE: 3/4'=1'-0' (03332M1 17 SCALE 3/4'=1'-0' (03336M1 is SCALE 3/4'=1'-0' (03332M1 19 SCALE: 374'=1'-0' 101400M) 20 SCALE: 3/4.=1L0' (03360) TYPICAL POST -TENSIONED O15 SLAB CONSTRUCTION JOINT SCALE: 3/4"=I'-0' 1033051 SLOPE PER PLAN WHEOEOCCURS P-T CDNC SLAB PER PLAN SLAB BOT REINF PER PLAN, TYP CODE CCI.i. IANC AP4/G'ED AUG 24 2018 City of Tukwila BUILDING DIVISION 45 COW AT ALL SLAB STEPS > 4° OR WHERE TOP REINF OCCURS 2'-6" TYP TOP AND BOT SLAB JOINT' INT SLABS: TOOLED JOINT, EX! SLABS: 1/21W x 1"DP BLOCKOUT W/ ELASTOMERIC CAULKING. #4T&Bx48"®24"0C, UNO ON PLANS rl 1/2" CHAMFER ' EVO[EW[EIR AUG 24 2012 BEID N4IDDI ETON, MC REVISION NO, 4 Y cF ri,lhwiLA A?i:J 1 S 2G12 PERPlIT CENTER SLAB TOP REINF (WHERE OCCURS) PER PLAN, TYP NOTE: ADDITIONAL INFORMATION PER 2/54.02 AND 11/S402. NOTE: ADDITIONAL INFORMATION PER 2/S4,02 AND 11/S4.02 LAB PER PLAN PROVIDE STD HOOK WHEN SOFFIT/SLAB STEP T/2 TYP T&B URBAL• ARCHITECTURE U R RANI RURAL 1938 Fairview Avenue East SUITE MO Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 T11 consultant logo E. C5I:Yd €A a® 707 W 2nd Avenue Spokane, Washington 99201 P: (509)455.4448 dciengineers.com CIV11_ STIRL,CTlJRAL project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 key plan submittals/revisions BUILDING PERMB SET 10.31,17 FOUNDATION ONLY PERMIT A 1206.17 STRUCTURAL RESUBMITTAL AVM] STRUCTURALRESUBMR7AL A112311 I STRUCTURAL BIOSET "'� BP C00RDINAT WN 2I 100%CO SET 03.09.18 ISSUED FOR CONSTRUCTION SETA 06.16.18 PO CORR,1 TO REV 4 ©®+ - - drawmstitle POST -TENSION CONCRETE DETAILS drawing information DATE 12.06.17 SCALE As indicated DRAWN BSD JOBS 17041-0175 copyright romnnp„s'm uoamime�i�al ma.nnnimmnm'im m:bw a em ncto beamed Me xmnon u,orn,aen or, or Urp mura nac. sheet number T/SL40 PER PLAN PLAN - SLAB CORNER CONDITION 2 3/4"--H THRD ROD PER TDS MFR COUPLER PER TDS MFR REINF PIECE °F" x 8'-0' PLACED WITHIN 10° BAND CTRD ON THRD ROD & SPACED BIM BENT BARS, PER PLAN A REINF PIECE "A" REINF PIECE 'E"x 6,0° W/STD HOOK PLACED WITHIN 10. BAND CTRD ON THRD ROD REINF PIECES "B' & C' CONC SLAB PER PLAN REINF PIECED' THRD ROD PER SCHED THRD PL PER SCHED HEAVY HEX HEAD NUT TIE DOWN ANCHOR AT PERIMETER SLAB EDGE CONDITION SLAB EDGE WHERE OCCURS PER PLAN 4x1" USE SLAB EDGE DETAIL IF <4XY THRD ROD PER TDS MFR COUPLER PER TDS MFR REINF PIECE "F x 8,0" EW PLACED WITHIN 20. BAND CTRD ON THRD ROD REINF PIECE "A° CONC SLAB PER PLAN THRD ROD PER SCHED THRD PL SIZE PER SCHED HEAVY HEX HEAD NUT TIE DOWN ANCHOR AT INTERIOR SLAB CONDITION NOTE: IF SLAB GEOMETRY DOES NOT MATCH OR IF THERE IS A CONFLICT CONTACT ENGINEER -OF -RECORD, O6 TYPICAL TIE DOWN SYSTEM (TDS) ANCHOR AT CONCRETE SLAB SCALE: 1°=1'-0' 106100B) T/SLAB PER PLAN (31 SIDES, TYP CMU WALL (NON BEARING! PER PLAN DOWELS W/ STD HOOKS TO MATCH VERT WALL REINF AT MID -DEPTH OF WALL (ALT HOOKS) EMBED PL5/16x10x1'-6" @ 48"OC W/14112'0 x 5' WHS 3211/2" EDGE, TYP OFFSET AT SLAB EDGE P-T CONC SLAB & REINF PER PLAN EDGE OF SLAB HERE OCCURS L3x3x1/4 x 0'-8° 248°0C, TYP EA SIDE OF WALL (LOCATE ANGLE 24" MAX FROM EA END OF WALL) FLIP ANGLE AT SLAB EDGE #4 CONT CMU WALL (NONBEARING) PER PLAN TYPICAL CMU WALL SECTION AT ELEVATED POST -TENSIONED SLAB SCALE: 1°=1'-0' (04072) STUD WALL PER PLAN 2x PT NAILER SHEAR TAB PER6/S5.02 I P-T SLAB&REINF PER PLAN $h T/SLAB Y PER PLAN EMBED PL12x10x0'-10" W/ (4) 1/2"0 x 6.WHS 66'OG COL PER PL0N BEAM PER PLAN W/ 12WHS ®24"0C T/STL PEfl 4 TREAD FORMS PER SUPPLIER TIE DOWN ANCHOR SCHEDULE (EDGE CONDITION) TENSION FORCE(ASD) ROD DIAMETER MATERIAL THRD PL SIZE YIMIN) REINF PIECE"A" REINF PIECE"8' REINF PIECE"C" REINF PIECE"D. REINF PIECE°E. REINF PIECE°F° 00k.e7k 5/8" F1554-36 PL1/2x3x0'-3" 6' - - - - - 6.8k-9.5k 3/4" F155436 PL1/2x3x0'-3" 6" - - - - - 9.6k-13.1k 7/8° F155436 PL1/2x3x0'-3" 6° 12)#5 (1)#5 (1)#5 (1)#4 T&8 (2145 (2)#5 13.2k-17.0k 1" F1554-36 PL5/8x3 1/2x0'-51/2' 12" (2) #5 (11 #5 11) #5 11/ #4 T&8 (2! 45 (2) #5 17.1k-21.5k 11/8° F155436 Pl5/8x31/2x0'-512" 48" 12/#5 (11#5 II) 45 11) #4 T&8 (2)#5 (2/#5 21.6k-26.0k 1 1/4° F1554-36 PL5(8x31210'-51/2° 48" (21#5 (1) #5 11)#5 111#48 (4)#5 14)#5 26.16-30.06 13/8" F155436 P616612x0'.8" 48" (21#5 (1)#5 (1)45 (11408 (4145 (4)#5 REINF PIECE "B° WHEN READ REINF PIECE "C. WHEN REC O REINF PIECE"A" WHEN READ REINF OTRD ON THRD ROD CONC SLAB EDGE NOTE: REINFORCING PIECES °D. AND T" NOT SHOWN FOR CLARITY. REINF PIECE "F. x 8'-0" SPACED B1WN EVERY OTHER BENT BAR AS SHOWN THRD ROD PLAN A - SLAB EDGE CONDITION THRD PL REINF PIECE 'A" REINF PIECE "C" NOTE: REINFORCING PIECES °E. AND °F. NOT SHOWN FOR CLARITY. -THRD ROD REINF PIECE "D° \__REINF PIECE °8" ISOMETRIC - SLAB EDGE CONDITION TIE DOWN ANCHOR SCHEDULE (INTERIOR CONDITION) TENSION FORCE IASDI ROD DIAMETER MATERIAL THRD PL SIZE REINF PIECE'A° IN EA DIRECTION REINF PIECE°P IN EA DIRECTION 0.0k-6.7k 5/8" F1554-36 PL12x3x0'3" N/A N/A 68k-9.5k 3/4" F1554-36 PL1/2x3x0'-3" N/A N/A 9.6k-13.1k 7/8. F1554-36 PL12x3x0'-3" N/A N/A 132k-17.0k 1" F1554-36 PL5/8x312x0'-31/2" N/A N/A 17.1k-21.5k 11/8" F1554-36 PL5/8x312x0'-312" N/A N/A 21.66-26.66 11/4" F1554-36 P65/8431240'-312" (2)#5 2)45 26.7k-32.3k 13/8° F1554.36 PL3/4x5x0'-5° (2)45 (2)#5 324638.06 112" F1554-36 PL3/445x0'-5° (2) 45 (2)45 38.1k-1.8k 1 3/8" F1554.55 PL3/4x5x0'-5" (2) 45 (2) 45 41.96-4976 112' F1554-55 PL3/4x5x0'-5' (3)#5 (4145 49.8k-57.5k 1 1/4' F1554-105 PL3/4x5x0'-5' (3)#5 (4)45 57,66-6965 13/8' F1554-105 P43/405x0'-5" (4)45 (4)45 /SLAB PER PLAN PL1/2x6 x SLAB THICKNESS W/ (2) 5/8°0 x 8° WHS UPPER LANDING MOM PER TREAD FORMS SUPPLIER 1111 /4 $hTSLAB Y PER PLAN L6x4x1/4(LLV) x 0'-8° WI 12)12'0 x8° WHS 04.0C LOWER LANDING STEEL STAIR O12 ATTACHMENT TO POST -TENSIONED SLAB SCALE: 1'=1'-0° EKE MTL STUD WALL W/ DEFLECTION TRACK PER PLAN NOTE: ADDITIONAL INFORMATION PER 5/S4.03. EXTERIOR STAIR TRANSITION AT PODIUM SLAB 17 STAIR SUPPORT STEEL AT CONCRETE WALL SCALE: 1'=1'-0' SCALE: t'=1'4' CONC WALL & REINF PER PLAN EMBED PL12x12x1'-0" W/ (4) 12°0 x 8"WHS SIDE PL3/8x4x0'-6° BEAM PER PLAN COL PER PLAN WALL PER PLAN P-T SLAB & REINF PER PLAN T(SLAB PER PLAN NOTES: ADDITIONAL CURTAIN WALL SUPPORT PER 6/54 02 WHERE OCCURS PER 17/S5.02. VEHICLE BARRIER WALL O13 AT POST -TENSIONED SLAB OAT POST -TENSIONED SLAB SCALE ,°=,'-0' 14 SCALE: 1'=1'-0' (05607M) 3/4"CHAMFER SLAB DOWEL PER PLAN NOTE A: L=2(h +11/4")+21Ld) +45/8° WHEN LABELED AS PIECE °A' AT EDGE, h = t-11 12°+ BOT CLR COVER{. FULL LENGTH BENT REINFORCING - PIECE "A" Ld PER 0/S3.01 L= 2(h a 11/4"+2(101+ 11° ELEVATION - PIECES "8" AND "C" PRIOR TO HORIZONTAL BENDS VERT BEND LOCATIONS PLAN PI CPR' 70° PLAN - PIECE °C. REINFORCING AT SLAB EDGES - PIECES "6" AND "C" L D) Ld PER LAP SCHED VERT BEND LOCATIONS PLAN - HAIRPIN REINFORCING AT TOP AND BOTTOM OF ANCHOR AT SLAB EDGE CONDITION P SUPPLIEER R T/SLAB PEP R PLAN REINFORCING AT SLAB EDGES - PIECE "D" STL STAIR PER SUPPLIER EMBED PL3/8x14x1'-2" W/ (4)5/8'0 x4'WHS®6'0C ADDL #5 P-T CONC SLAB & HEINF PER PLAN 48°' 3218"0C T/LEVEL3 PER PLAN STUD WALL PER PLAN PT 2x PLATE W/ #10 SCREWS PER 19/S5.02 54 MIL TOP TRACK (TRACK TO TRACK PER 19/S5.02 AT L2) SIMPSON SCB OR SIMILAR DEFLECTION CLIP, TYP AT STRINGERS STL STAIRS PER SUPPLIER, TYP STL STUD WALL PER PLAN O18 STAIR WALL TRANSITION AT PODIUM SCALE: 1'=1'-0' STRINGER BASE DETAIL GRID NOTE: CONC WALL & HEINF PER PLAN EMBED PL3/4x 4x1'-2" W/1411/2"0 x 6 WHS `INTERMEDIATE STAIR LANDING & CONN PER SUPPLIER T/LANDING$h PER ARCH Y P-T SLAB & REINF PER PLAN /1SB PER LAPLAN (2)#4x HAIRPINS (#4 x 48° EA SIDE, EW AT INT COL) EMBED PL12x10x0'-10" W/ (4) 1/2"0 x 6" WHS 06.0C NOTE: ADDITIONAL FRAMING NOT SHOWN FOR CLARITY. O`5 HSS AT POST -TENSIONED SLAB SCALE: 1'= 1'.0' 1,4 T/RAILING P-T SLAB & REINF PER PLAN T/SLAB PEfl PLAN OiD RAILING CONNECTION DETAIL SCALE 1°=1'-0° PT PLATE W/ AB PER 4/S4 04 P-T SLAB & REIN PER PLAN NOTE: 1. ADDITIONAL INFORMATION PER 20/S5.02. 2. NO POST OR TIE ROD AT SIMILAR CONDITION. PL1/4x5x0`-4'W/3/4'0 THRD BOLT IN STD SLOTTED HOLE (CENTER BOLT IN SLOT) COL PER PLAN RAILING PER ARCH EMBED PL3/4x6x0'-10" 0 6'-0'0C MAX W/ (2) 5/8"0x6" WHS 32 TOG PL1/2x6x0'3' Wl1 ) 12°0 THRD BO TS EMBED PL1(2x12x-0' WI (4) 1/2'0 x 6' WHS 32 9'0C 4'-0" MAX 15 BOLT -ON DECK AT CONCRETE SLAB SCALE 1'- .1-0° CODE GO:,s7LIANCE APPRLD:LD AUG 2 4 2318 City of Tukwila BUILDING DIVISION CONC SLAB & REINF PER PLAN #50 2°0S W/ FORMSAVER REVISION RECEIVED CITY OF TUK WU_/1 AU,3 i S 2313 PERMIT CENTER COORDINATE LOCATION OF EMBEDS WITH STAIR SUPPLIER. O19 INTERMEDIATE STAIR LANDING CONNECTION O MILD RAMP SLAB AT CONCRETE WALL SCALE: 1'= 1'-0' 20 SCALE: 1'=1'-0' CONC WALL& REINF PER PLAN UREIALl, ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East score Ioa Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 1=n K"s0 nsem se 707 W 2nd Avenue Spokane, Washington 99201 P : (509)455-4448 www.dd-engineers.com CIVIL / S'rFZUCTLJF 066, ▪ COPy(gM 102017 Dar. eommrsa""I"CN Fii019 xnrea project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 key plan ubmitt4Is/revisions UILDINO PERMITSET 10.31.1 FOUNDATION ONLY PERMIT STRUCTURAL REND AL STRUCTURALRESU8MITTAL STRUCTURALBN)SE4 BP C00RDINATION21100°k CD SET 00.09.18 ISSUED FOR CONS TRUCTIONSETA r®. A 08.15.10 POST BP CORR 170 REV drawing title POST -TENSION CONCRETE DETAILS drawing information 2.06.17 0" TABLET BASEPLATE THICKNESS 3/4" FILLET SIZE 1/4" SIZE PER TABLE 1 TYP, REF NOTE 2 CONC SLAB PER PLAN CL COL & EMBED PL PLAN CL COL MEM NOTES: AT INTERIOR COLUMN 1. WELDED HEADED STUDS LONGER THAN 8' SHALL BE PIGGYBACKED PER MANUFACTURES RECOMMENDATIONS. 2. WHERE EMBED PLATE IS NOT LEVEL, FILLET WELD SIZE SHALL BE INCREASED BY AT EDGE COLUMN THE AMOUNT OF THE GAP CREATEDWHEN COLUMN IS PLUMB, TYPICAL BASEPLATE TO POST -TENSIONED SLAB CONNECTION - HSS COLUMN BED PL W/ WHS COL PER PLAN COL PER PLAN EMBED PL5/8x14x1'-2° W/ (4)5/8"0 x (SLAB H-2'Y WHS 06"OG EW CTRD, PER NOTE 1 - ADDL (2)#4 x 48. EW CONTRACTOR TO SECURE EMBED TO FORM, WET SETTING EMBED PROHIBITED SIZE PER TABLE 1 TYP, H REF NOTE 2 (2) #4 x 48" CTRD ON EMBED UNO T/SLAB PER PLAN CL COL & STUD WALL PLAN CL COL & STUD WALL SCALE: 1' = E.AX (05040) STUD WALL PER PLAN 84 HAIRPIN EMBED PL W/ WHS #4 HAIRPIN COL & STUD WALL PER PLAN EMBED PLSB x14x1'-2' W/ (4) 5/8°0 x (SLAB H -2")WHS 0 6°0C EW CTRD, PER NOTE 1 CONC SLAB PER PLAN 24" ADDL#4 HAIR PINS z� EA SIDE OF WHS CONTRACTOR TO SECURE EMBED TO FORM, WET SETTING EMBED PROHIBITED SIZE PER TABLE 1TYP, REF NOTE 2 COL PER ADOL(2)84x CORNER BARS T/SLAB PER PLAN P-T SLAB & REINF PER PLAN 48 ADDL (2) #4 x = HAIRPINS SIDE PLATES PER 17/S403 BEAM PER PLAN CL COL & STUD WALL STUD WALL PER PLAN STUD WALL PER PLAN PLAN CL COL & STUD WALL AT CORNER COLUMN S4 HAIRPIN ED PL W/ WHS —#4 CORNER BARS COL & STUD WALL PER PLAN EMBED PL5/8x14xi'-2" W/ (4) 5/8"0 x (SLAB H -2") WHS ®TOG EW CTRD, PER NOTE CONC SLAB PER PLAN 24° ADDL #4 HAIR PINS rI EW EA SIDE OF WHS CONTRACTOR TO SECURE EMBED TO FORM, WET SETTING EMBED PROHIBITED EMBED PL1/2x9x1'a' W/ 14) 5/8"0x8"WHS 04'0C STAIR STRINGER PER SUPPLIER CONN TO EMBED PL PER 12/54.03 PLAN - O8 STAIR BEAM HANGER EMBED AT SLAB CORNER SCALE: 1'=1'-0' CMU WALL (NON BRG) PER PLAN P-T CONC SLAB PER PLAN ANGLE PER 11/S4.03 NOTE: ITIONAL PER 11/S4.03 ODDINFORMATION ELEVATOR 13 RAIL AT CMU WALL SCALE: 1' =1'-0' 31/2" MIN 4" MAX BRICK VENEER PER ARCH (ANCHORS NOT SHOWN FOR CLARITY, VENEER ANCHORAGE REQUIREMENTS PER 19/S4.04 T/ROUGH OPNG/ 8(LNTEL BRICK VENEER BEYOND 1_x.L _vti-L 2 1/2'MIN I i J BRG f 11/2° MAX NOTE: OPENING 4'-0" MAXIMUM. PER ARCH 41/2" MAX 1 1/2" MIN TYPICAL LOOSE BRICK Oo18 VENEER LINTEL SCALE. 1'=1'-0° (04801AM) EMBED PL5/16x14x 2'-8" Wf (6) 1/2'0x61AHS 18x4x1/2 x 2'-6" GWB SHTHG WHERE OCCURS STRUCTURAL WALL PER PLAN L4x4x7/16 STRUCTURAL WALL BEYOND PT SILL PLATE CONC SLAB PER PLAN 6'-0" MAX ANCHOR BOLT, TYP NOTES: 1. USE 5/6"0 ANCHOR BOLTS WITH 7' MINIMUM EMBEDMENT INTO CONCRETE SLAB. 2 EACH SILL PLATE PIECE SHALL HAVE 121 BOLTS MINIMUM. HOLD-DOWN ANCHORS ARE NOT TO BE CONSIDERED AN ANCHOR BOLT. 3. LOCATE BOLTS WITHIN 1'-0" OF SILL PLATE PIECE ENDS AND AT 6'-0°0C MAXIMUM. 4. USE PLATE WASHER PER SHEAR WALL SCHEDULE AT EACH BOLT. STANDARD CUT WASHERS ARE ACCEPTABLE AT NON -SHEAR WALLS. 5. DO NOT DRILL OVERSIZE HOLES THRU SILL PLATE. USE 11/160 DRILL BIT. 6. SILL PLATE THICKNESS AND FASTENING AT SHEAR WALLS PER SHEAR WALL SCHEDULE. 7. CONTACT THE ENGINEER -OF -RECORD FOR POST INSTALLED ANCHOR OPTIONS. P-T SLAB & REINF PER PLAN 3/4. CHAMFER, TX, (21 #4 CONT 75 PSF MAX PLANTING SOIL PER LANDSCAPE ARCH 6" CONC WALL W/ # 4012"OG EW CTRD PLANTER WALL O4' TYPICAL SILL PLATE ANCHORAGE TO CONCRETE O AT EDGE OF POST -TENSIONED SLAB SCALE: 1' =1'-0' (06910) 5 SCALE: 1"=1'-0° CONC WALL PER PLAN WHEREOCCURS PREINF PER SLABSLAB &P PLAN PEY Rp AN EMBED PL1/2x9x2'-6' W/ 16) 1/2'0x6" WHS 09"OC NOTE: COORDINATE LOCATION WITH ELEVATOR MANUFACTURER. O9 ELEVATOR RAIL SUPPORT EMBED SCALE1'=1'-0° VENEER LINTEL L6x4x5/16 x 0'-6' W/ (9) 1/4'0 SCREWS TO BUNDLED STUDS (PREDRILL ANGLE) BUNDLED STUDS PER PLAN NOTE: VENEER NOT SHOWN FOR CLARITY 14 LOOSE LINTEL AT BUNDLED STUDS 15) SLAB EDGE AT WALLS E5 AND E9 liELR& CONBY OTHERS.EV AIL MAX LONAD = 2,500L0 (SEISMIC) IN EITHER HORIZ DIRECTION. CONFIRM W/ ELEV MER STUD WALL PER PLAN PT SLAB & REINF PER P FOR coo CC:.'. LIANCE APRNOVGD AUG24 2016 COL PER PLAN T/STL PER PLAN VERIFY W/ MEP NOTES: VERIFY LOCATION OF BEAM WITH DOOR SUPPLIER. PL1/2x12x1'-0" WI(4) 3/4.0x6 -WEN HD ANCHORS PL1/4x3x0'-0" BEAM PER PLAN W/ 1/8° MAX GAP BEAM TO PLATE A GARAGE DOOR 1 U SUPPORT STEEL AT COCRETE COLUMN SCALE: 1' =1'-0' ARCH WALL TYPE E5 PARTIAL HEIGHT CONC WALL WHERE OCCURS PER PLAN AND ARCH, CFS ANGLE SHIFTS UP TO TOP OF WALL EXT STUD WALL PER PLAN & 19/S5.02 PT SLAB & REINF PER PLAN FIRE TREATED P-T 4x W/ 5/8"0 AB's 048"0C $ T/SLAB PER PLAN DEFLECTION TRACK PER PLAN L3x3x43 MIL W/ (4) #10 SCREWS EA STUD City of Tukwila BUILDING DIVISIO SCALE: 1' =1 x0. SCALE: 1' =1'-0. 18"OC MAX HORIZ ANCHOR SPACING. TYP ELEVATION O1 TYPICAL BRICK VENEER ANCHORAGE SCALE: 3' =1'-0' (08000) BRICK VENEER SUPPORTED VERTICALLY FROM BELOW WIRE TIE OR SHEET METAL ANCHOR PER STRUCT GENERAL NOTES (CONFIGURATION MAY VARY FROM THAT SHOWN) WIRE JOINT REINF MECHANICALLY ATTACHED TO ANCHOR 5B"MIN MORTAR COVER ADJUSTABLE 2-PIECE ANCHORS PER STRUCF GENERAL NOTES, TYP W1.71.148'01 CONT WIRE JOINT REINF MECHANICALLY ATTACHED TO ALL ANCHORS 1 iR" MIN AIR SPACE 41/2° 6005162-43 STUDS 0240C L3x3x43 MIL Wig) #10 SCREWS TO INT STUD & (3) #10 SCREWS IN SLOTTED HOLE TO EXT STUD. (PLACE SCREWS IN BOT OF SLOT) 6005162.43 STUDS024°0C ARCH WALL TYPE E9 REVISION NO. EMBED AS RECO PER GJ 1 b 26f3 STRUCT GENERAL NOTE0/,liT CENTER WOOD SH1HG OR GWB PER ARCH, WHERE OCCURS BACK-UP STRUCTURE PER PLAN SCREW ON PLATE OR EQUAL PER STRUCT GENERAL NOTES (CONFIGURATION MAY VARY FROM THE SHOWN) FASTENERS PER STRUCT GENERAL NOTES U BALD ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITEroo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 OG nsoitanl logo enoor's ERSe 707 W 2nd Avenue Spokane, Washington 99201 P:(509)455-4448 www.da-englneers.com CIVIL / STRU CTU RAI., 0.. gilt tow) vanala convemno In, raagn.nesened project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 key plan sub ion BUILDING PERMIT SET 10.31.17 FOUNDATION ONLY PERMIT 81 12.06.1T STRUCTURALRESUBMITTAL 12.1&1T nSt STRUCTURALRESUBMITTAL (,L\ 01.10.18 STRUCTURAL BID SET /°j\ 0202.18 BP COORDINATION 21100AC0 SET 0308.1s ISSUED FOR CONSTRUCTIONS ET 3 0E15.181, POST BP GORR. 1 TO REV 4 5 08.15.18 drawing title POST -TENSION CONCRETE DETAILS drawing into DATE 12. SCALE As imhoat DRAWN BSD BH 17041-0175 S4.04 BEAM PER PLAN LSSU210 AT TOP & LUS28 AT BOT OF STRINGER, TYP HANDRAIL PER ARCH 23/32" STRUCT SHTHG MIN AT TREAD, GLUED & NAILED TO STRINGER W/ 1310. 131'0x21/2" NAILS 19/32" STRUCT SHTHG MIN AT RISER, GLUED & NAILED TO STRINGER W/ 1310,1320x21/2" NAILS PT2x4 PLATE W/ PAF@12"0C CID HDR PER PLAN 23/32" SHTHG MIN AT LANDING JOIST PER PLAN LSSU210 STUD WALL PER PLAN, 2x6 REINFORCEMENT AT EA STRINGER PER SCHED & 6/S5 01 2x12 STRINGER PER SCHED 30L8 BLDG PAPER BTWN CONC & WOOD FRMG 17i ,. 11-III ,, mll I TREADS PER ARCH LANDING PER ARCH TYPICAL INTERIOR STAIRWAY ELEVATION _�T/S2HTHG PER PLAN v SHTHG PER PLAN BEAM PER PLAN LEDGER PER PLAN HRG PER PLAN T/SHTHG PEP PLAN STRINGER SCHEDULE ALLOWABLE HORIZONTAL MAXIMUM SPAN LENGTH 2x12 STRINGER SPACING LIVE LOAD 100PSF UNREINFORCED 16"0C 6'-2" 12"OG 8'-6" REINFORCED 16°0C 8'-6° 12"0C 9410° T/SLAB PER PLAN 1 SCALE: 1' = 140" 108300) 1'4" TYPICAL INTERIOR STAIRWAY OSECTION AT SLOPED STRINGERS SCALE: 1"-1'-0' 1063011 SHEAR WALL SHTHG WHERE APPLIES TYP ADDL NAILING & BLKG REOD FOR 12) ROWS OF PLATE NAILING PER SHEAR WALL SCHED TOPPING PER ARCH T/SHTHG PER PLAN JOIST PER PLAN W/ (2) 0.1300x31/4° NAILS TO TOP PLATE WEB STIFF PER JOIST MFR NOTE ALTERNATE RIM JOIST CONNECTION DETAIL PER 16/S5 01 MAYBE USED AT WALLS WITH 11) ROW OF PLATE NAILING. 23/32" STRUCT SHTHG MIN AT TREAD 2x12 STRINGERS PER 1/55.01 NAIL 2x6 TO STRINGER W/ (2) ROWS 0.148"0x3 1/4° NAILS @ 16°0C STAGG STUD WALL & SHTHG PER PLAN, TYP PLATE ATTACHMENT PER SHEAR WALL SCHED DIAPHRAGM EDGE NAILING PER PLAN AT SHEAR WALL BELOW IM JOIST PER PLAN JOIST & HGR PER PLAN RIM JOIST CONN PER SHEAR WALL SCHED STUD WALL & SHTHG PER PLAN INTERIOR WALL AT FLOOR/CORRIDOR SCALE: 1' =1'-0" (06034) SHEAR WALLSHTHG WHERE APPLIES, TYP� TOPPING PER ARCH T/SHTHG PER PLAN JOIST PER PLAN W/ (2) 0.131"0x3 1/4" NAILS 2x BLKG W/ PLATE ATTACHMENT PER SHEAR WALL SCHED ALTERNATE RIM JOIST CONNECTION DETAIL - FOR SINGLE ROW OF PLATE NAILING/BLOCKING ONLY EXTERIOR WALL PERPENDICULAR TO FLOOR JOISTS PLATE ATTACHMENT PER SHEAR WALLSCHED DIAPHRAGM EDGE NAILING PER PLAN ADDL NAILING & BLKG READ FOR 12) ROWS OF PLATE NAILING PER SHEAR WALL SCHED WEB STIFF PER JOIST MFR RIM JOIST PER PLAN RIM JOIST CONN PER SHEAR WALL SCHED STUD WALL & SHTHG PER PLAN SCALE: 1' =1'-0' (060021 TOPPING PER ARCH JOIST PER PLAN W/HGR & WEB STIFF'S PER JOIST MFR. TYP O7 TYPICAL JOIST TO BEAM CONNECTION SCALE: 1"=140° (08204) SHEAR WALL SHTHG WHERE APPLIES TYP ADDL NAILING & BLKG REOD FO� (2) ROWS OF PLATE NAILING PER SHEAR WALL SCHED TOPPING PER ARCH Ti,PER PLAN JOIST PER PLAN W/ (2) 0.1300x3 1/4° NAILS TO TOP PLATE WEB STIFF PER JOIST -PLATE ATTACHMENT PER SHEAR WALL SCHED DIAPHRAGM EDGE NAILING PER PLAN AT SHEAR WALL BELOW SOLID BLKG PER PLAN BLKG CONN PER SHEAR WALL SCHED STUD WALL & SHTHG PER PLAN NOTE: ALTERNATE RIM JOIST CONNECTION DETAIL PER 16/S5.01 MAY BE USED AT WALLS WITH 11) ROW OF PLATE NAILING. INTERIOR WALL 12 PERPENDICULAR TO FLOOR JOISTS SCALE: 1"=1'-0' (06021) SHEAR WALL SHTHG WHERE APPLIES TYP DIAPHRAGM EDGE NAILING PER PLAN TOPPING PER ARCH T/SHTHG PERPLAN 2x4W/ (4) 0.131°0x31/4° NAILS JOIST PER PLAN 2x BLKG W/ PLATE ATTACHMENT PER SHEAR WALL SCHED ALTERNATE RIM JOIST CONNECTION DETAIL FOR SINGLE ROW OF PLATE NAILING/BLOCKING ONLY PLATE ATTACHMENT PER SHEAR WALL SCHED DIAPHRAGM EDGE NAILING PER PLAN ADDL NAILING & BLKG REDO FOR (2) ROWS OF PLATE NAILING PER SHEAR WALL SCHED BLKG 048"0C W/ 12) 0.131001/4° NAILS TO TOP PLATE RIM JOIST PER PLAN RIM JOIST CONN PER SHEAR WALL SCHED STUD WALL & SHTHG PER PLAN 17 EXTERIOR WALL PARALLEL TO FLOOR JOISTS SCALE: 1' =1'-0' 106001) STUEREOD WALL PER PLAN Ir�i- ✓ WHCCURS BOT PLATE WHERE OCCURS ADDL STUDIS) TO MATCH STUDS ABOVE STUD WALL PER PLAN BOT PLAT HDR PER PLAN SILL AT WINDOWS TRIMMER & KING STUDS CONT TO BOT PLATE O3 TYPICAL HEADER SCALE: 1' =1'-(1" 106211) PER TDS MFR, TYP STUD WALL CONT PER PLAN EDGE NAILING PER SCHED AT (21 INNER MOST COMPRESSION STUDS 0,148°0x21/4" NAILS 000C BALANCE OF COMPRESSION STUDS, UNO FULL DEPTH VERT BLKG TO MATCH STUDS ABOVE CONT THRD TO FON WHERE OCCURS BLKG PER PLAN FRMG PER PLAN OBL TOP PLATE, SPLICE PER 5/S501 STUD WALL PER PLAN (3) 0.131041/4" NAILS TYP EA END BUNDLED TRIMMER Sj_yDS INDICATED AS THUS: 2 ON PLAN I(1/ MIN, TYPI KING STUDS PER PLAN (11 MIN TRIMMER STUDS & NAILING PER TDS MFR THRD ROD & TAKE-UP DEVICE (IUD) PER TDS MFR, TYP COMPRESSION STUDS PER PLAN STUD WALL & SHTHG PER PLAN, SYR PLAN - INTERSECTING SHEAR WALLS AND O$ SHEAR WALL ENDTIE-DOWN ANCHOR LOCATIONS SCALE: 1°=140° (061201 DBL TOP PLATE JOIST PER PLAN W/ FULL HEIGHT WEB STIFF EA SIDE OF WEB DBL TOP PLATE NOTE: NO JOIST ABOVE JOIST ABOVE THRD ROD PER TDS MFR SOLID BLKG W/ GRAIN VERT OR LSL OVER ENTIRE AREAS OF COMPRESSION STUDS BELOW. TYP CONT WALL WHERE OCCURS PER PLAN RIM JOIST PER PLAN THRD ROD PER TDS MFR SOLID BLKG W/ GRAIN VERT OR LSL OVER ENTIRE AREAS OF COMPRESSION STUDS BELOW, TYP RIM JOIST PER PLAN COMPRESSION STUDS BELOW NOT SHOWN FOR CLARITY. PLAN - BLOCKING AT O 13 TIE DOWN SYSTEM (TDS) AT RIM JOIST SCALE: 1"=1'-0" (06122) SHEAR WALL SHTHG WHERE APPLIES TYP� DIAPHRAGM EDGE NAILING PER PLAN TOPPING PER ARCH 2x4 W/(41 0.1300x31/4° NAILS JOIST PER PLAN BLKG @ 48°OC W/ 12) 0.131°0x31/4° NAILS TO TOP PLATE NOTE: ALTERNATE RIM JOIST CONNECTION DETAIL PER 16/S6.01 MAY BE USED AT WALLS WITH (1) ROW OF PLATE NAILING. PLATE ATTACHMENT PER SHEAR WALL SCHED DIAPHRAGM EDGE NAILING PER PLAN AT SHEAR WALL BELOW RIM JOIST PER PLAN ADDL NAILING & BLKG READ FOR (2) ROWS OF PLATE NAILING PER SHEAR WALL SCHED RIM JOIST CONN PER SHEAR WALL SCHED STUD WALL & SHTHG PER PLAN 18 INTERIOR WALL PARALLEL TO FLOOR JOISTS SCALE: 1' _ 1'-0' (06020) SHEAR WALL SHTHG PER PLAN SHEAR WALL SHTHG PER PLAN THRD ROD PER IDS MFR TAKE-UP DEVICE (TUDI & COUPLER PER TDS MFR )TDS FORCE PER PLAN) AT EA FLR PLATE WASHER PER TDS MFR AT EA FLR BOT PLATE PER SHEAR WALL SCHED RIM JOIST PER PLAN I,®6I aimWALL STUD PER PLAN, TYP I11I1r NOTES: PEMR FflTDS -END OF SHEAR WALL PER PLAN 1 TAKE-UP DEVICE (TUD) SHALL HAVE THE ABILITY TO TAKE UP AT LEAST 0,25' PER FLOOR, BLKG BEYOND W/ GRAIN VERT OR LSL TO MATCH WIDTH OF COMPRESSION POSTS BELOW EDGE NAILING TO COMPRESSION STUDS PER 0/5501 COMPRESSION STUDS PER PLAN, TYP 2. TIE DOWN SYSTEM PER MANUFACTURER (MAXIMUM TOTAL VERTICAL MOVEMENT FOR WALLS < 10'-0" LONG = 0.125" PER FLOOR. MAXIMUM TOTAL VERTICAL MOVEMENT FOR WALLS < 10'-0" LONG = 0.18" PER FLOOR). 3. TOTAL VERTICAL MOVEMENT SHALL INCLUDE MOVEMENT FROM ALL COMPONENTS OF THE TIE DOWN SYSTEM. OTYPICAL TIE DOWN SYSTEM (TDS) AT MID -STORY SCALE: 1' = 140' (06101) PER TDS COMPRESSION STUD PER PLAN MFR SHEAR WALL SHTHG PER PLAN EDGE NAILING TO CO STUDS PER 8/S5 01 SHEAR WALL SHTHG PER PLAN PRESSION OPTION A PER TDSy,..�I MFR END OF STUD WALL PER PLAN TAKE-UP DEVICE (IUD) PER TDS MFR PLATE WASHERS PER TDS MFR WOOD HDR PER TDS MFR COMPRESSION STUD PER PLAN TRIMMER STUD & NAILING PER TDS MFR IJD WALL PER PLAN PLATE WASHER PER TDS MFR THRD ROD PER TDS MFR COMPRESSION STUD PER PLAN EDGE NAILING TO COMPRESSION STUDS PER 8/S5 01 NOTES: OPTION B 1. TAKE-UP DEVICE 01101 SHALL HAVE THE ABILITY TO TAKE UP AT LEAST 0 25" PER FLOOR. 2. TIE DOWN SYSTEM PER MANUFACTURER )MAXIMUM TOTAL VERTICAL MOVEMENT FOR WALLS < 1040" LONG = 0,125° PER FLOOR. MAXIMUM TOTAL VERTICAL MOVEMENT FOR WALLS > 1040° LONG - 0.18" PER FLOOR). 3. TOTAL VERTICAL MOVEMENT SFIALL INCLUDE MOVEMENT FROM ALL COMPONENTS OF THE TIE DOWN SYSTEM. IN SPLICE LAP DBL TOP PLATE 12) ROWS 0.1480x3 1/4° NAILS (116) TOTAL) STAGG (WITHIN AREA OF SPLICE) 0 60C PLA OCC STU STUI NOTE: FLOOR/ROOF JOISTS NOT SHOWN FOR CLARITY, OTYPICAL PLATE SPLICE DETAIL SCALE: 1" =1'-0" 106904) AT TOP ROOF AT FLR PLR/ROOF FRAMING PER PLANS & DETAILS TIE DOWN SYSTEM PER MFR (MAX TOTAL VERTICAL MOVEMENT FOR WALLS < 10'-0" LONG = 0.125° PER FLOOR. MAX TOTAL VERTICAL MOVEMENT FOR WALLS 10'-0" LONG = 0.18" PER FLOOR) BUNDLED STUDS PER TDS MFR SHTHG PER PLA EDGE NAILING TO COMPRESSION STUDS PER 8/S5.01 NOTE: TOTAL VERTICAL MOVEMENT SHALL INCLUDE MOVEMENT FROM ALL COMPONENTS OF THE TIE DOWN SYSTEM TYPICAL TIE DOWN SYSTEM (TDS) AT TOP STORY O TYPICAL SHEAR WALL ELEVATION SCALE: 1"=1'-0' (Revised06102) 1D SCALE: 1/2°=1'-0° 106090B) TE SPLICE TO UR OVER DS, TYP WALL PER PLAN WALL STUDS ABOVE PER PLAN T/SHTHG PER PLAN SHTHG PER PLAN f PE WALL STUDS R PLAN SILL PLATE W/ ATTACHMENT PER SHEAR WALL SCHED P-T SLAB PER PLAN F�T/SLAB PEP PLAN � 01430A SHEAR SOME ON THIS WALL SCHEDULE W6 FOR 0.1400x 21/2° NAILS IN DOUG-FIR LARCH 120151BC) (161 SHEAR WALL TYPES NOTED MAY NOT BE USED PROJECT. WALL TYPE WALL SHEATHING APA-RATED 11 2 121 NAIL SIZE &SPACING AT ALL PANEL EDGES (4 51 BLOCKING & STUD SIZE AT ADJOINING PANFI EDGES 13 6 111 RIM JOIST OR BLOCKING CONN TO TOP PLATE RPW O17 81 2x PLATE ATTACHMENT SILL PLATE ATTACHMENT SHEAR CAPACITY LBS/FT SAILING TO WOOD RIM JOTS OR BLOCKING BELOW ANCHOR BOLT TO CONCRETE BELOW (101 SILL PLATE AT FOUNDATION 1111 W6 15/32" 0.1480x212" CI6'0C 2x CLIP @16"0C 0.1480x31/4"@6°0C 5/8"0 @48"0C 2x 310 W4 15/32" 0.1400x212"@40C STAGGERED 3x CLIP@12"0C 0.1400231/4"04"0C 5/8"0032"OG 2x 460 5/8'00400C 321151 W3 15132" 0.148"0x21/2" 03"00 STAGGERED 3x CLIP 016"0C EACH SIDE 0.148'0x31/4"06"0C 12)ROWS 191 5/8°0024"00 21 600 "0 5/8@32"OC 3x1151 W2 15/32" 0.1480x21/2" 02'00 STAGGERED CLIP 016.0C EACH SIDE 0.148"0131/4"06"00 (2) ROWS)91 5/8"001600 2x 7J0 5B°0@240C 321151 2W4 15/32° BOTH SIDES 0,148'0x21/2" @00C STAGGERED 3x CLIP @120C EACH SIDE 0.148"0x31/4" 04"0C (2) ROWS 191 5/8"0 @ 24'OC 3x 115I 920 2W3 15/32° BOTH SIDES 0,146°0x21/2°@3"0C STAGGERED 3x CLIP @8"OC EACH SIDE 0.148'0x3 1/4°04°0C (2/ROWS191 OR (2/ ROWS OF SDWH0.19524 SCREWS 08"0C (91 5/8"0016.0C 3x(151 1200 2W2 15/32" BOTH SIDES 0,1400x21/2°@2.0C STAGGERED 3x CLIP @8"0C EACH SIDE CLIP 0 80C EACH SIDE 17. 810R (21 ROWS OF SDWH0.19524 SCREWS 0 WOG 191 5/00012°00 3x 1151 1540 NOTES: I11 INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY. 21 WH RE SHEATHING IS APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS ON 2x FRAMING SHALL BE STAGGERED SO THAT JOINTS ON THE OPPOSITE SIDES ARE NOT LOCATED ON THE SAME STUD. 13) BLOCKING IS REQUIRED AT ALL PANEL EDGES. (4I PROVIDE SHEAR WALL SHEATHING AND NAILING FOR THE ENTIRE LENGTH OF THEWALLS INDICATED ON THE PLANS, ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY WINDOWS OR DOORWAYS OR AS DESIGNATED ON PLANS. HOLD-DOWN REQUIREMENTS PER PLANS. (ALTERNATE NOTE: WALLS SHOWN WITH HORIZONTAL STRAPS BELOW AND/OR ABOVE OPENINGS REQUIRE SHEATHING, SHEAR WALL NAILING, ETC ABOVE AND BELOW ALL OPENINGS). 151 SHEATHING EDGE NAILING IS REQUIRED AT ALL HOLD-DOWN POSTS, EDGE NAILING MAY ALSO BE REQUIRED TO EACH STUD USED IN BUILT-UP HOLD-DOWN POSTS. ADDITIONAL INFORMATION PER HOLD-DOWN DETAILS. 161 INTERMEDIATE FRAMING TO BE 2x MINIMUM MEMBERS, ATTACH SHEATHING TO INTERMEDIATE FRAMING WITH 0.148"0x2 12° NAILS AT 12"OC WHERE STUDS ARE SPACED AT 16"OC AND 0.148'0x2 1/2' NAILS AT 6"OC WHERE STUDS ARE SPACED AT24.0C. 171 BASED ON 0.131"0x1 1/2" NAILS USED TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING, USE 0,131°0x2 1/2° NAILS WHERE INSTALLED OVER SHEATHING. [el FRAMING CLIPS: A35 OR LTPS OR APPROVED EQUIVALENT. [91 WHERE BOTTOM PLATE ATTACHMENT SPECIFIES (21 ROWS OF NAILS OR SCREWS, PROVIDE DOUBLE JOIST, RIM JOIST OR EQUAL BELOW. STAGGER NAILS/SCREWS IN ROWS 1 1/2. APART MINIMUM, O1 SHEAR WALL SCHEDULE - DOUG-FIR LARCH SCALE. 1' =1'-0' (01430A) 1101 ANCHOR BOLTS SHALL BE PROVIDED WITH HOT -DIPPED GALVANIZED STEEL PLATE WASHERS 0.229"05(3' MINIMUM. THE HOLE IN THE PLATE WASHER MAYBE DIAGONALLY SLOTTED 13/160 3/4° PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND NUT. PLATE WASHER TO EXTEND TO WITHIN 1/2" OF THE EDGE OF THE SILL PLATE ON THE SIDE(S) WITH SHEATHING. AT 2x6 WALLS WITH SHEATHING ON BOTH SIDES USE PLATE WASHER 0 229"x41/n41/2° MINIMUM, EMBED ANCHOR BOLTS 7" MINIMUM INTO THE CONCRETE, 1111 PRESSURE TREATED MATERIAL CAN CAUSE EXCESSIVE CORROSION IN THE FASTENERS. PROVIDE HOT -DIPPED GALVANIZED (ELECTRO-PLATING IS NOT ACCEPTABLE) NAILS AND CONNECTOR PLATES (FRAMING ANGLES, ETC) FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED FRAMING MEMBERS. ADDITIONAL INFORMATION PER STRUCTURAL GENERAL NOTES, 1121 WHERE WOOD SHEATHING (WI IS APPLIED OVER GYPSUM SHEATHING (GI, CONTACT THE ENGINEER OF RECORD FOR ALTERNATE NAILING REQUIREMENTS, 1131 AT ADJOINING PANEL EDGES,(212x STUDS NAILED TOGETHER MAY BE USED IN PLACE OF SINGLE 3x STUD. DOUBLE 2x STUDS SHALL BE CONNECTED TOGETHER BY NAILING THE STUDS TOGETHER WITH 3" LONG NAILS OF THE SAME SPACING AND DIAMETER AS THE PLATE NAILING. PER SECTION. 1141 CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR ADHESIVE OR EXPANSION BOLT ALTERNATIVES TO CAST -IN -PLACE ANCHOR BOLTS. SPECIAL INSPECTION MAYBE REQUIRED. 1151 NAIL STUDS T03x SILL PLATES WITH EITHER 1210.14E0024" END NAILS OR 14) 0.1300x21/2" TOENAILS. 1161 WX WHERE"W" INDICATESWOOD SHEATHING AND°X- INDICATES EDGE NAIL SPACING. )171 EDGE NAILS SHALL BE LOCATED 3/8" FROM PANEL EDGES. CO1E APv''r:CVLD AUG 2 4 2018 City of Tukwila BUILDING DIVISION PLAN UI<'WiL,, ADJOINING PANEL EDGE 00. 10 20113 PANEL EDGE NAILING, 7, ,r°-RiV11C CENTER NAILING TO MATCH PLATE NAILING (2) 2x STUDS REVISION NO. 4 URBALO ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East sue loo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture,com T 206-257-0972 iri IA O consultant logo 0 60 Z 1 ER 6 G. ® 707 W 2nd Avenue Spokane, Washington 99201 P: (509) 455-4448 wnw.86-engineers.com CIVIL / STRUCTURAL ®Co aaaMe scene project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 96188 key plan submittals/rev'Isions BUILOINGPERMITSET 10,91.17 FOUNDATION ONLY PERM B 1 12.06.17 STRUCTURALREBUBMITTAL 81 1218.17 STRUCTURAL RESUBMITTAL /S2\ 01.10.18 j STRUCTURAL BID SET JB7\ 020218 BP COORDINATION 21100%CD SET 03.09.18 ISSUED FORCONSTRUCTN)N SETI®. POST BPCORR1 TO REV 4 © 00.15.10 drawin9 UUe FRAMING DETAILS drawing information DATE 12.06.17 SCALE As indicated DRAWN BSD JOBN 17041-0175 1 copyright ml� m '� sheetnumber .1 BOLTED SINGLE SHEAR PLATE CONNECTION -SCHEDULE "A" 3/4" 0 - A325-N SINGLE ROW BEAM Fy=50KSI - CONNECTION PLATE Fy=36KS1 BEAM SIZE °N"BOLTS REQUIRED (il MIN SHEAR PLATE OR WT STEM THICKNESS MIN HSS COLUMN WALL THICKNES51101 WELD SIZE 67) MAX SINGLE COPE DEPTH (9) MAX DOUBLE COPE DEPTH (9) CONNECT ON CAPACITY- ASD (3) (KIPS) UNCOPED COPED SINGLE DOUBLE C8,C9,C10 2 1/4" 1/4" 3/16" 11/4" NR1111 132 76 NR 111) W8 2 1/4" 1/4' 3/16" 11/4" NR 111) 132 7.6 NR (II) W10 2 1/4° 1/4° 3/16" 21/2" 11/4" 132 11.0 110 C12,C15 3 1/4" //4° 3/16° 2 1 1/4" 25.6 17.5 17.5 W12 3 1/4" //4" 3/16° 2° 11/4" 256 163 18.3 W14 3 5/16" 1/4' 1/4" 2 1/2" 1 12" 27.8 EQUAL TO UNCOPED CAPACITY 23.9 W16 4 5/16' 1/4" 1/4" 21/2° 112° 42.4 36.6 W18 5 5/18" 5/16' 1/4" 212° 11/2° 53.0 EQUAL TO UNCOPED CAPACITY W21 6 3/8° 5/16' 5/16° 21/2° 11/2' 636 W24 7 3/8" 5/16" 5/16° 212° 11/2" 74.2 W27 8 3/8° 316' 5/16" 212° NR(11) 84.8 NR111) W30 8 7/16° 3/8" 5/16" 21/1" NR(11) 84,8 NR(111 W33 9 7/16° 3/8' 5/18" 212" NR 1111 95,4 NR(11) W36 10 7/16° 3/8° 5/16' 21/2" NR GP 103,2 98(11) BOLTED SINGLE ROW SHEAR PLATE CONNECTION NOTES: 1. PROVIDE EITHER STANDARD OR HORIZONTAL SHORT SLOTTED HOLES AS PERMITTED BY AISC 132 IN THE BEAM WEB AND/OR THE SHEAR PLATE. 2. WHERE SHORT -SLOTTED HOLES ARE USED, PROVIDE HARDENED WASHERS PER AISC J3.2. 3, CAPACITIES BASED ON AISC 13TH EDITION WITH ASTM A325-N BOLTS. , HORIZONTAL DISTANCE FROM SUPPORT FACE TO CENTERLINE OF BOLT GROUP SHALL BE AS SHOWN IN THE DETAILS, BUT SHALL NOT XCEED 3 1/2" IN THE AS -BUILT CONDITION. SUPPORT FACE FOR TEE IS THE INSIDE FACE OF FLANGE. . VERTICAL EDGE DISTANCE FROM BOLT CENTERLINE TO EDGE OF STEEL SHALL BE 1 12" TYPICALLY, EXCEPT THAT 1 1/4" IS PERMITTED PER AISC TABLE J34 FOR 3/4° DIAMETER BOLTS WITHOUT ANY REDUCTION IN THE TABULATED CAPACITIES. GAP BETWEEN BEAM END AND SUPPORT FACE SHALL BE 1/2" EXCEPT FOR "WT. CONNECTORS USED WITH HSS COLUMNS. WHERE "WM ARE USED AS SHEAR TAB ELEMENTS, THE GAP BETWEEN FACE OF COLUMN AND END OF BEAM SHALL NOT EXCEED THE LESSER OF 1 12" OR THE "k" DISTANCE OF THE WI' PLUS 1/40 7. WELD SIZES SHALL BE THE LARGER OF THE SIZE (IL TABULATED IN SCHEDULE°A" OR MINIMUM SHOWN IN TABLE 1. 8, FIELD FILLET WELDS SHALL BE SIZED TO BE AT LEAST 1/8" LARGER THAN THE WELD SIZE SHOWN IN SCHEDULE °A',UNLESS PROPER FIT - UP IS VERIFIED BY A SPECIAL INSPECTOR PRIOR TO WELDING. 9. COPE DEPTHS (SINGLE AND DOUBLE) SHALL NOT EXCEED THE LESSER OF THOSE SHOWN IN SCHEDULE "A", NOR AS ALLOWED BY BOLT HOLE SPACING AND MINIMUM EDGE DISTANCE REQUIREMENTS, SINGLE COPE LENGTH SHALL NOT EXCEED 61/20 DOUBLE COPE LENGTHS SHALL NOT EXCEED THAT REQUIRED TO ACCOMMODATE GIRDER FLANGE + 1/2° MAX GAP BETWEEN FLANGES. 10. UNCOPED CAPACITIES OF WI CONNECTIONS ARE VALID WITH MINIMUM NOMINAL HSS COLUMN WALL TABULATED THICKNESS. THE EFFECTIVE THROAT OF FLARE BEVEL GROOVE WELDS IS BASED ON OUTSIDE RADIUS OF H55, AND IS TAKEN AS 5/8 TIMES THE HSS WALL THICKNESS BASED ON AWS D1.1, TABLE 2.1. WHEN 3/4° A325-N BOLTS ARE USED, A 3/16° HSS COLUMN WALL THICKNESS IS PERMITTED WITH A 20% REDUCTION OF THE WT CONNECTION CAPACITY, 11. NR = NOT RECOMMENDED. DOUBLE COPES FOR THESE BEAMS ARE RESTRICTED BY CONNECTION GEOMETRY AND/OR LARGE REDUCTIONS IN SHEAR CAPACITY. DOUBLE COPES ARE POSSIBLE, BUT CAPACITIES MUST BE CALCULATED FOR SPECIFIC BEAM AND GIRDER GEOMETRIES AND MUST BE DETAILED SEPARATELY. SINGLE SHEAR PLATE (SINGLE ROW) CONNECTIONS SCALE: 1' = i'-0° 105201 M) 610 SCREWS AT EA STUD METAL DECK PER PLAN (4)812 EA SHEET TO EA JOIST $ B/PEDECK R PLAN JOIST PER PLAN 33MIL BLKG ®24.0C 600715043 01/(3{ 410 SCREWS TO EA STUD BEAM PER PLAN NOTE: PROVIDE 610 SCREWS @ 6'OC AT SIDE LAPS, EXF STUD WALL PER PLAN ENTRY VESTIBULE ROOF AT EXTERIOR HEADER SCALE; 1'=100° CORRIDOR LSL CORRIDOR WALL ABOVE DOOR HDR PER PLAN NOTE: PROVIDE A MINIMUM OF (3) A35 OR LTP5 CLIPS FROM CONTINUOUS RIM JOIST TO TOP PLATE PRIOR TO RIM JOIST SPLICE (ADDITIONAL CLIPS MAY BE REQUIRED PER SHEAR WALL SCHEDULE). HEADER AT CORRIDOR SCALE: 3/4' = i'-0' (2) 3/40 BOLTS AT BEAM GAGE NOTES 1/2 F)SUPPORT (EMBED PL, BEAM WEB, COL FLANGE OR RETROFIT PL{ 2 1/2" MIN /2" MAX (NOTE 4) 2x BOLT SHEAR PLATE THICKNESS PER SCHED "A° SCHED 'A' (NOTE 7) FIELD WELDS (NOTE 8) SIZE & QUANTITY OF BOLTS PER SCHED 'A" WASHERS PER (NOTE 2) BEAM PER PLAN TYPICAL SHEAR PLATE CONNECTION MAX COPE LENGTH ) PER (NOTE 9), TYP 'F'PER TABLE I, TYP TYP SHEAR PL CONN BEAM PER PLAN, TYP BEAM TO BEAM CONNECTION SHEAR PLATE INFORMATION PER TYPICAL SHEAR PLATE CONNECTION, TABLE 1 MINIMUM WELD SIZE TABLE PLATE OR FLANGE THICKNESS (T)' MINIMUM FILLET SIZE T<12" 3/16" 12°<T63/4" 1/4" 3/4° <7 5/16' MINIMUM WELD SIZE TO BE BASED ON THICKNESS OF THE THICKER PART, CL COL & STIFF PL WHERE BEAM ENDS 1/2" CL COL & STIFF PL WHERE BEAM CONTINUOUS BEAM OVER COLUMN 1. CHAMFER CORNERS AS REQUIRED AT BEAM "K° REGION. 2. AT INTERSECTING BEAMS USE FULL DEPTH SHEAR TAB PER 6/S5.02. 3. BEARING PLATE WIDTH = BEAM WIDTH OR IF COLUMN IS WIDER THAN BEAM, COLUMN WIDTH 41° MINIMUM. STIFF PL3/8 EA SIDE PER NOTES 1 & 2. TYP (4f 3/4"0 BOLTS AT BEAM GAGE BEAM PER PLAN, TYP BRG PL TO MATCH FLANGE NOMINAL THICKNESS LESS 1/8", 12° MIN THICKNESS, BRG PL WIDTH PER NOTE 3, TYP COL PER PLAN, TYP BEAM WHERE OCCURS PER PLAN KNIFE PL REQD ALONG GIRDER LINE t" PER SCHED "A" TYP SCHED°A° 1/2° AT WT, TYP (NOTE 4/ 2 1/2" AT KNIFE PL, TYP CL COL SECTION BEAM TO HSS OR PIPE COLUMN SHEAR PLATE INFORMATION PER TYPICAL SHEAR PLATE CONNECTION. CUT FLANGE TO PROVIDE 1/4" MIN FLAT BEYOND TOE OF WELD CL COL & BEAM COL CONTINUES AT SIM CAP PL TO MATCH COL WALL THICKNESS. CAP FLUSH W/T/STL WT STEM OR KNIFE PL THICKNESS PER SCHED ADDL INFORMATION PER TYP SHEAR PL CONN BEAM PER PLAN, TYP COL PER PLAN WT STEM THICKNESS PER SCHED "A", TYP USE KNIFE PL ALONG GIRDER LINE TYP (NOTE 101 EDGE OF FLANGE SHALL BE FLUSH W/F/COLOR OVERRUN AS REQD TYPICAL SECTION AT INTERIOR COLUMN CL COL& BEAM NOTE: ADDITIONAL INFORMATION PER TYPICAL SECTION. OMIT AT CORNER TYPICAL SECTION AT CORNERS AND 3-SIDED CONDITIONS TYP (NOTE SCHED"A° NOTE: ADDITIONAL INFORMATION PER TYPICAL SECTION, 1/2" EDGE FLUSH W/ F/COL MIN SHEAR PL PER SCHED "A". TYP FLANGE PL THICKNESS TO 8E TWICE THE SHEAR PL THICKNESS ALTERNATE SECTION WITH TEES BUILT-UP FROM PLATES CL COL & STIFF PL 3° Li 12" ( WHERE BEAM ENDS "F'PER TABLE 1, TYP COL PER PLAN, IYP BRG PL TO MATCH FLANGE NOMINAL THICKNESS LESS 1/6", 12" MIN THICKNESS, BRG PL WIDTH PER NOTE 3, TYP 1413/4"0 BOLTS AT BEAM GAGE, TYP STIFF PL3/6 EA SIDE PER NOTES 1 & 2, TYP 16 BEAM PER PLAN, TYP BEAM BELOW COLUMN CL COL & STIFF PL 2" WHERE BEAM CONTINUOUS TABLE 1 BRG/BASE PLATE THICKNESS FILLET SIZE 3/16° 1/4° >= 7/6" 5/16" BLKG AS REQD AT STRAP FULL HEGHT STUD EA SIDE W/ PANEL EDGE NAILING FULL HEIGHT STRAP EA SIDE WHERE DBL SIDED NOTE: TABLE 2 WALL TYPE LENGTH W6 4'A" W4 W3 W2 800" 2W4 2W3 2W2 CS16 PER SCHED T&B SHEAR WAIL SHTHG WHERE APPLIES, TYP ADDL NAILING & BLKG REQD FOR (2) ROWS OF PLATE NAILING PER SHEAR WALL SCHED & AT CORRIDOR BEAM HGR TOPPING PER ARCH hh T/SLAB Y PER PLAN ADDL RIM BLKG AT CORRIDOR BEAM HGR PLATE ATTACHMENT PER SHEAR WALL SCHED DIAPHRAGM EDGE NAILING AT SHEAR WALL BELOW PER PLAN RIM JOIST PER PLAN JOIST PER PLAN 2x4 W/ (410.13 "0x3 1/4° NAILS TO OP PLATE SHEAR WALL HTHG WHERE APPLI S� CORRIDOR JOIST & HGR PER PLAN BEAM & HGR PER PLAN RIM JOIST CONN PER SHEAR WALL SCHED STUD WALL & SHTHG PER PLAN 1. STARP SHALL BE CENTERED ON EEC. ' 2, ROUGH OPENING SHALL BE LESS THAN 12" WIDE. O4 FIRE EXTINGUSHER CLOSET AT SHEER WALL O INTERIOR WALL AT FLOOR/CORRIDOR SCALE) 1"= 100' SCALE: 1' = 1'-0' CL CLR SPAN RIM JOIST DBL TOP PLATE DIAPHRAGM EDGE NAILING PER SHEAR WALL SCHED WALL END BUNDLED STUDS OR POST PER PLAN, TYP SHTHG PER SHEAR WALL SCHED, TYP STRAP PER PLAN W/ FULL NAILED END LENGTH (PER M8F) TO STUDS ABOVE & BELOW PROVIDE SOLID BLKG BTWN STUDS & HD'S O9 TYPICAL STRAP CONNECTION AT FLOOR FRAMING SCALE: 1'=1°0' (06094M) 0 11158 SCREW MIN EA STUD FLANGE, TYP FASTENERS PER 19/S5.02 DEFLECTION TRACK x 43MIL MIN THICKNESS STL STUDS PER PLAN STUD PUNCHOUT TYPICAL NON -BEARING WALL TOP TRACK O12 BEAM TO HSS COLUMN CONNECTIONS O ATTACHMENT TO CONCRETE SLAB OR METAL DEC SCALE: 1' =1'-0' 050 01 SCALE: 1' =1'-0' (07003) CONT RIM JOIST LSL AT OPNG PER PLAN CORRIDOR WALL BELOW �T/SLAB PEY R PLAN P-T SLAB PER PLAN HDR PER SCHED JAMB STUDS PER EL 6005200-43 STUD024.0C, TYP UND P-T SLAB PER PLAN //) T/SLAB r PEP PLAN DEFLECTION TRACK TO MATCH JAMB THICKNESS, 64MIL MIN AT OPNG'S BEND WEB & ATTACH TO JAMB STUDS W/i31 610 SCREWS, TYP EA END SILL, WHERE OCCURS PER SCHED W = WIDTH O17 EXTERIOR NON -LOAD BEARING STUDS SCALE: I2'=1'-0' OPENING REQUIREMENTS WIDTH JAMBS HEADER/SILL 6005300-54 6005150-54 UP 1015' 0 6006300E8 600730068 NOTE: AT OPENINGS LARGER THAN 15'-00 SEE DETAIL 7/S4 02, STUD PUNCHOUT STL STUDS PER PLAN 10.11/ STUDS EATEDA AI FULLY SEATED AGAINST TRACK <0o T/16" MAX GAA ' TRACK PER PLAN C.W4011 NOTE: THIS DETAIL APPIJES TO TOP AND BOTTOM TRACKS OF ALL STRUCTURAL STEEL STUD WALLS UND, AT NON-STRUCTURAL WALLS, USE TOP DEFLECTION TRACK PER 14/S5 02, (i) AIO SCREW EA STUD FLANGE, TYP (2) 610 SCREWS ®12.0C TO COLD -FORMED STL, (2) PAF @ 12"OC W/ 3/4" EMBED TO CONC, (2) PAF ®100C TO STL UNO ON SHEAR WALL SCHED 0 TYPICAL TOP AND BOTTOM TRACK DETAIL SCALE: 1' =1',0 (07000) ADDL NAILING & BLKG REQD FOR 121 ROWS OF PLATE NAILING PER SHEAR WALL SCHED, TYP TOPPING PER ARCH, TYP- ER PLAN \i P WEB STIFF PER JOIST MFR. TYP NAILING TO MATCH PLATE NAILING PER SHEAR WALL SCHED, TYP PANEL JOINT PANEL EDGE NAILING PER SHEAR WALL SCHED, TYP PLAN AT PANEL JOINT NOTE: CONTRACTOR TO COORDINATE INSPECTION REQUIREMENTS. � ALT SR WALL _ SHTHGHEALOCATION, TYP DIAPHRAGM EDGE NAILING PER PLAN AT SHEAR WALL BELOW, TYP PLATE ATTACHMENT PER SHEAR WALL SCHED, TYP RIM JOIST PER PLAN, TYP JOIST PER PLAN W/ (2) 0.1311343 1/4' NAILS TO TOP PLATE, TYP RIM JOIST CONN PER SHEAR WALL SCHED, TYP STUD WALL & SHTHG PER PLAN, TYP PARTY WALL PERPENDICULAR TO FLOOR JOISTS SCALE: 1' = I'-0° (050411 P-T SLAB & REINF PER PLA h T/SLAB P PER PLAN N Wrg CODO CC;IPLIANC APH'NOVLD AUG 2 4 2018 City of Tukwila BUILDING DIVISION LOWER LANDING WOOD STAIR ATTACHMENT TO POST -TENSIONED SLAB STAIR STRINGER W/ HGR PER 1/S6.01 LEDGER W/ AB PER PLAN REVISION NO,± -0 VIIEWi E AUG 24 2Gi8 REID MIDDLETON, INC. SCALE: 1'=100° PL1/4671221'-0' W/14) 5/8"0 BOLTS ® 3°0C POST PER PLAN A35 EA SIDE OF POST?&8 HDU2 SHTHG PER PLAN h T/SLAB R PER PLAN M I .Ir�pll�11, pIlIpryi r,p -T. 1.4.1All 6.1:, (2) BAYS LSL BLKG, W/ DIAPHRAGM EDGE NAILING & CS16 STRAP 31/2' LSL BLKG FIRST BAY M RECEIVED CITY Or TUKWILA PL /2x7126100°F'.13.1"i f G 2'313 /4 1(4 PL3 TIE ROD PER SUPPLIER NEOPRENE PAD` STL & ALUMINUM / 1/2 IN, TYP V W16x20x0'-8' W/14)1/2"0 THRU BOLTS TO DEL RIM BOARD & (2) 3/4°0 SST THRU BOLT TO BOLT -ON DECK 3'-6" MAX CLADDING PER ARCH O20 BOLT -ON DECK AT WOOD FRAMING SCALE I'=1'-0' PREFAB DECK :b BY OTHERS W/" TIEROD PL3/8 URP,AL ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East score 100 Seattle, WA 98102 info@urbalarchitecture.com ww.urbalarchitecture.com T 206-257-0972 enamor 707 W 2nd Avenue Spokane, Washington 99201 P:(509)T55-4448 .dci-engineers.com CIVIL / STRIJCTIJ RAL ©0410vm1a2011 D'amem Conver.o ...anymslinea4e STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submittals/revision BUILDING PERMIT SET FOUNDATION ONLY PERMIT STRUCTURALRESUBM5TAL STRUCTURALRESUBMITTAL 10.31.17 12.06.17 11.18.17 01.10.18 STRUCTURAL BID SET 02.0218 BP COORDINATION 211001 CD SET 03.09.18 ISSUED FOR CONSTRUCTION SETA 06.1618 POST BP CORR.1 TO REV 4 A 08,15.18 FRAMING DETAILS 1 JOB O 17041-0175 SHTHG PER PLAN rLAB PER PLAN JOIST PERP W/FULL DEPTH WEB STIFF, WHERE OCCURS NOTES: ADDITIONAL INFORMATION PER 20/55 02. BOLT -ON DECK AT WOOD FRAMING SCALE: 1° =1'-0" TP/SER NTHG PLAN SHTHG PER PLAN JOIST PER PLAN RIM JOIST PER PLAN STUD WALL & SHTHG PER PLAN PREFAB DECK BY OTHERS BOLTED CONN PER 20/SS 02 EXT CLADDING PER ARCH COL PER PLAN W/ EMBED PLATE PER 1/S4. 4 P-T SLAB & REINE PER PLAN T/SLAB PER PLAN EMBED PL1/2x14x078° W/ (4) 1/2"0 x6"WHS@10"OC HSS4 1/2x4 1/2x1/4 W/ CAP PL1/4T&B NOTES: REFERENCE 14/S5 03 FOR SOFFIT FRAMING. WEST CANOPY - BY-PASS EXT CLADDING PER ARCH 6x3x1/4(LLV) 12x2x1/8 EFAL DECK PER PLAN 2 12) 1/2°0 THRU-BOLTS @ TOG BEAM PER PLAN L8x4x7/16 x0'-10" 5/8'0 WELDED THRD STUD @ 24'0C & 6" FROM EA END CONT 2x NAILER CONT PL1/4 •T/SHTHG PER PLAN STUD WALL &SHTHG WHERE SRID WALL &SHTHG WHERE OCCURS PER PLAN OCCURS PER PLAN TOPPING PER ARCH WHERE OCCURS SHTHG PER PLAN BEAM PER PLAN FIRE PROTECTION BY OTHERS 1 1/2" MAX OVERHANG JO ST & HGR PER PLAN, TYP 3/16 2-16 3/16 ' 2-16 ALTERNATE STEEL PLATE AT NAILER AT FIRE WRAPPED STEEL BEAMS NOTE; ALL WELDED THREADED STUDS SHALL HAVE NUTS AND WASHERS. 05 O2 BEAM AT POST -TENSIONED SLAB O TYPICAL NAILER DETAILS AT STEEL BEAM SCALE', 1'=1'-0° SCALE: 1'=1'-0' (06909M) ELEV RAIL SUPPORT f_&CORN BY OTHERS 8/0168 N ELEVATOR RAIL SUPPORT CONNECTION AT WOOD LEVELS SCALE) 1'=1'-0° CONECTION PLATE &THRU BOLTS PER 6/S5.03 - ELEVATOR RAIL &ATTACHMENT PER SUPPLIER 16) 1/2"0 BOLTS @ 13°CC PL12x9x2'-0' STUD WALL PER PLAN, TYP EAM PER PLAN O11 ELEVATOR RAIL SUPPORT AT DOUBLE WALL SCALE 1' =1'-0" EMBED PER 8/S5.03 BEAM TO EMBED PER8/S503 1/4 EMBED PER 8/S5,03 OFFSET 2" LOW TO AVOID CONFLICT W/ADJACENT EMBED BEAM PER PLAN WELD TO ANGLE PER 8/S5 03 4x3xfi/8 STOREFRONT AT CORNER COLUMN SCALE: 1' =1'-0' EXT STUD WAL PER PLAN, TYP P-T SLAB PER PLAN NOTES: ADDITIONAL INFORMATION PER 14/S503. WEST CANOPY - O7 BEAM AT CONCRETE SLAB O BEAM CONNECTION AT CONCRETE COLUMN ALE: 1°=1'-0' 8 SCALE: 1° =I'-0° CLADDING PER ARCH EMBED PL1/2x8x1'-2" W/14/ 1/2"0x10. WHS METAL DECK PER PLAN BEAM PER PLAN BEAM PER PLAN SIDE PL1/2 EA SIDE W/12)3380 A325 THRD BOLTS CONC COL & REIN PER PLAN EMBED PO/231431'-6" W/ (4) 3380 x 10' WHS NOTES: MAXIMUM GAP BETWEEN EMBED PLATE AND BEAM = 1/2". PL1/2x6x0'-3" BEAM PER PLAN TANALL PER ARCH T/SHTHG PER PLAN CONT DBL TOP PL 2x6 STUDS @ 16"0C SHTHG PER PLAN JOIST PER PLAN BEAM PER PLAN 12 RAIL AT L7 STAIR SCALE: 1' =1'-0' STUD WALL PER PLAN, TYP PL1/2x10x1'-0' W/ (4) 1/2'0 THRU BOLTS ELEVATOR RAIL & ATTACHMENT PER SUPPLIER CONT DBL TO PL SDWS226000B 812"0C SECTION AT SIDE WALL HASS TO PERP TOP PL CONT OBL TOP A35 CLIP INT STAIR WALL BEYOND TYP CORNER MAILING SECTION AT INTERIOR WALL CS16 AT BLKG DTT2Z TOP 12) BOLTS JOIST PER PLAN (3) BAYS LSL1 1/2' BLKG EA SIDE ®ELEVATOR RAIL SUPPORT AT CORRIDOR 17 SCALE: 1'=1'-0' STOREFRONT CONC COL & REINF PER PLAN EXT CLADDING PER ARCH EMBED PL3/4x20x1'-0" W/ (6) 1/2.0x10" WHS@8.0C,T(P METAL DECK PER PLAN BEAM PER PLAN NOTE: ADDITIONAL CANOPY FRAMING INFORMATION PER 14/S503. WEST CANOPY - O13 CANTILEVER BEAM AT CONCRETE COLUMN O ENTRY CANOPY AT CONCRETE COLUMN SCALE r _ r-0' 14 SCALE: 1° _ 1'-0° 5/8°0 WELDED THRD STUD @ 32"0C & 6" FROM EA END TOPPING PER ARCH WHERE OCCURS CONT15113/4 NAILER —s K{ / /-SHTHG PER PLAN BEAM PER PLAN FIRE PROTECTION BY OTHERS JOIST W/ ITS HGR NAILED TO NAILER W/ )6) 0.14889x1 1/2" NAILS, TYP /, 11MAX OVE2"RHANG NOTES: 1. DETAIL APPLIES ONLY AT LOCATIONS WHERE SINGLE I -JOISTS FRAME INTO BEAM. DOUBLE [- JOIST OR LSL (L)/L) JOIST FRAMING INTO BEAM SHALL BE PER °ALTERNATE STEEL PLATE AT NAILER' (DETAIL BELOW. 2. HANGERS FOR WOOD BEAMS FRAMING INTO STEEL BEAMS SHALL BE WELDED TO TOP FLANGE OF STEEL BEAM. 3. DETAIL SHALL NOT BE USED WITH HSS BEAMS. STUD WALL& SHTHG PER PLAN �T/SHTHG PEP R 8LAN ALTERNATE LSL NAILER FRT SHTHG TO MATCH TYP FLOOR SHTHG TO EMEND 470" EA SIDE OF FIREWALL PSL51/4 BLKG -JOIST W/ HGR PER PLAN PLATE CONN PER SHEAR WALL SCHED NOTE: FOR ADDITIONAL INFORMATION REFERENCE 10/S5.02. O9 FIREWALL AT PARTY WALL SCALE: 1°_130° -GONG COL & REINF PER PLAN EXT CLADDING PER ARCH EMBED PL3/4x10x236" W/ IB) 3/80 x 10° WHS@6"0C METAL DECK PER PLAN BEAM PER PLAN 600T15043 TRACK TO BEAM W/(2/ ROWS 0.157"0 PAF @ 8'.0C 6005162-43 JOIST@ 24"0C SOFFIT FRAMING BEAM PER PLAN, CTRD ON EMBED PLATE HSS COL PER PLAN AT SIM PER ARCH 1830" MAX) 1/4 CAP PL1/4 BEAM PER PLAN, TYP PER ARCH EXT CLADDING PER ARCH METAL DECK PER PLAN BEAM PER PLAN MAIN CANOPY O18 EDGE BEAM TO SUPPORT BEAM CONNECTION SCALE, i' 91L0' CONC COL & REINF PER PLAN EXT CLADDING PER ARCH EMBED PL3/4320x1'-0" W/ (6) 1/2"0x10"WHS@8°OC, TYP PLAN BEAM PER PLAN, TYP BLKG PER ARCH T/PARAPET PER ARCH SH2.5@48"OG W/(41810 SCREWS TO STUD & (4) 0157°0 PAF TO BEAM 6005162-43 STUDS @ 24"0C BEAM PER PLAN SIMPSON RCA223 OR EEUIVELANT W/(2)810 SCREWS TO STUD & 12) 0.157.0 PAF TO BEAM NOTE: ADDITIONAL SOFFIT AND PARAPET FRAMING PER 14/S5.03. MAIN CANOPY EDGE BEAM O19 CONNECTION AT CONCRETE COLUMN SCALE. 1.=1'-0' METAL DECK PER LEDGER ANGLE PER PLAN 56°0 WELDED THRD STUD @i6°00&6° FROM EA END CONT 3x NAILER BEAM PER PLAN AT WIDE FLANGE BEAMS SAWCUT CIRCULAR NOTCH LET -IN NOTCH BEARING WALL STUDS SPUD MAX DEPTH OF MIN DEPTH REMAING SIZE EDGE CUT OR NOTCH AFTER CUT OR NOTCH 2x4 7/8" 25/8" 2x6 1 3/8° 41/8" NON -BEARING WALL STUDS STUD MAX DEPTH OF MIN DEPTH REMAING SIZE EDGE CUT OR NOTCH AFTER CUT OR NOTCH 2x4 1 3/8" 21/8" 2x6 23/16" 33/8" CUTTING AND NOTCHING WOOD STUDS NOTE: DO NOT NOTCH MORE THAN THREE ADJACENT STUDS WITHOUT REVIEW BY ENGINEER. TOPPING PER ARCH WHERE OCCURS SHTHG PER PLAN JOIST & HGR PER PLAN, TYP BORED HOLES ARE TO BE SPACED AT LEAST A STUD WIDTH FROM A CUT OR NOTCH BORED HOLES ARE TO BE SPACED AT LEAST TWICE THE DIAMETER OF THE LARGEST HOLE BEARING WALL STUDS STUD SIZE MAX DIAMETER OF BORED HOLE MIN DEPTH REMAING AFTER BORED HOLE 2x4 13%' 5B" EA SIDE OF HOLE 2x6 2 3/16" 5B° EA SIDE OF HOLE N TE: STUDS MAY NOT BE BORED IN EXCESS OF 40% OF THE STUD, IF STUDS ARE DOUBLED, BORINGS MAY BE INCREASED TO 60% OF STUD WIDTH PROVIDED NOT MORE THAN (2) SUCCESSIVE STUDS ARE BORED. BORINGS SHALL NOT BE MADE AT THE SAME SECTION WHERE CUT OR NOTCH HAS BEEN MADE. NON -BEARING WALL STUDS STUD SIZE MAX DIAMETER OF BORED HOLE MIN DEPTH REMAING AFTER BORED HOLE 2x4 21/16" 5/8° EA SIDE OF HOLE 2x6 31/4" 5/8" EA S10E OF HOLE NOTE: STUDS MAY NOT BE BORED IN EXCESS OF 60% OF THE STUD. °RINGS SHALL NOT B MADE AT THE SAME SECTION WHERE CUT OR NOTCH HAS BEEN MADE. BORED HOLES IN WOOD STUDS NOTE. BORED HOLE NOT PERMITTED IN MORE THAN THREE ADJACENT STUDS WITHOUT REVIEW BY ENGINEER. 15 TYPICAL HOLES & NOTCHE SCALE: 1=1'-0° )06908) STUD WALL & SHTHG PER PLAN AUG 24 2C72 REID MIDDLETON, INC. MVJ i 6 2013 .:7a6N1 CENTER jl — EXt STUD WALL V PEB PLAN REVISION NO, hl= FOR CODE CCT1PLIANCE APPROVED AUG 24 2018 City of Tukwila BUILDING DIVISION O20 PLAN - FIREWALL AT EXTERIOR WALL SCALE: 1' _,' UR3AL63 ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 a G: Gs / Pg e s81 707 W 2nd Avenue Spokane, Washington 99201 P: (509) 455-4448 www.dcl-engtneers.aom CIVIL / STRUCTURA OCopy,g .NRg.Reewree project name STERLING SOUTHCENTER,AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submittal UILDING PERMIT SET 10.31.17 FOUNDATION ONLY PER STRUCTURAL RESUBMRTAL STRUCTURALRESUBMUTAL STRUCTURAL BID SET BP COORDINATION 2110017 CD SET .18 02.02.18 03.09.18 UED FOR CONSTRUCTION SET 08.15.18 POST BP CORR. 1 TO REV4 drawing title FRAMING DETAILS drawing information DATE 12.06.17 copynght 70o8888788)7660. MAC B/OECK METAL DECK PER PLAN JOIST PER P SHTHG PER ARCH NOTE: ALIGN JOISTS WITH STUDS. #10 SCREWS 6D BLOC IL ACK #10 SCREWS @ 6"OC PANEL EDGE SCREWS PER PLAN 21 #10 SCREWS ATJOIST BBG STL STUD WALL& SHTHG PER PLAN 5/8° GWB MIN W/ #10 SCREWS TOC AT PANEL EDGES &'IN FIELD TYPICAL JOIST BEARING AT EXTERIOR WALL CALE: 1' =1'-0' (07210M) 1 7/8 TJI 210 @ 16"OC; TYP FLOOR SHTHG VTCRC IP AT EA PER PLAN MAIN RA FRAMING 2x BLKG @4B'OC, MEMBER TYP WEB BLKG AT CLIP ROOF OVERFRAMING SCALE: 1'=1'-0' DIAPHRAGM EDGE NAILING PER PLAN T/SHTHG PER PLAN FRT SHTHG TO MATCH TYP. FLOOR SHTHG TO EXTEND 4,0° EA SIDE OF FIREWALL JOIST PER PLAN NOTE: FOR ADDITIONAL INFORMATION REFERENCE 8/S6.01. OIST PER PLAN HOIST BEAM PER PLAN PL3/16x21/2x0'-7 1/2' EA SIDE W/1211/2.0 A307THRU BOLTS 4x6IN Zx6 STUD WALL, EA END O INTERIOR FIREWALL AT ROOF O HOIST BEAM TO POST CONNECTION SCALE: 1• =1'-0° SCALE: 1'-1'-0' T/PARAPET PER PLAN SHTHG PER PLAN T/SHTHG PER PLAN JOIST PER PLAN NOTE: 1. FOR ADDITIONAL INFORMATION REFERENCE 5/S6.01. ROOF SHTHG PER PLAN (4) 0.131°0x21/2' NAILS DIAPHRAGM EDGE NAILING PER PLAN 2x6 FRAMING 624'OC PER ARCH„ 12/2,0 LEDGER 00 (2104 STUD D8 TO EA STUD BEAM PER PLAN 2x FRAMING 2x6 LEDGER W/12) 0.148"0x31/2' A NAILS TO EA STUD AS REGO FOR SOFFIT FRAMING STUD WALL & SHTHG PER PLAN 2. PROVIDE 121 H25A TO BEAM AT EACH END. O7 PARAPET WITH EYEBROW AT EXTERIOR WALL SCALE: 1'_l,O' T/PARAPET PER PLAN 2x6 PARAPET STUD @ 24"OC W6-- ANEL EDGE NAILING-� 2x BLKG SHTHG PER PLAN T/SHTHG PER PLAN SDWC15600 STUD TO BEAM BELOW BEAM PER PLAN JOIST PER PLAN NOTE: w=a i ROOF SHTHG PER PLAN DIAPHRAGM EDGE NAILING PER PLAN 2x6.@24'0C W/ (4) 0.131"0x2 1/2° NAILS TO EA STUD PER ARCH 1. SO/VC SCREWS SHALL BE INSTALLLED PER MANUFACTURER RECOMENDATIONS FOR STUD TO PLATE CONNECTION. W6 2x BLKG LTPS CLIP 2 FASCIA 2x FRAMING PER 7/S6.01 TT HG PER PLAN TP5 CLIP -DIAPHRAGM EDGE NAILING PER PLAN AT SHEAR WALL BELOW LSL1 12 BLKG W/ VENT HOLES PER ARCH I2°O MAX) JOIST PER PLAN W/ 12) 0.131'031/4'. 2x FASCIA NAILS TO TOP PLATE NOTE: ALTERNATE RIM JOIST CONNECTION DETAIL PER 14/S6.01 MAY BE USED AT WALLS WITH (1) ROW OF PLATE NAILING. ' - PLATE ATTACHMENT PER SHEAR WALL SCHED STUD WALL & SHTHG PER PLAN INTERIOR PARTY WALL OPERPENDICULAR TO ROOF JOIST CS18 @ 72°OC W/ 116) 0.148°0x3° NAILS TO STUD HIGH AND LOW SCALE 1'=1'-0' SHTHG PER PLAN JOIST PER P MECHANICAL PENTHOUSE 12 INSET PARAPET AT EXTERIOR WALL 13 PERPENDICULAR TO ROOF JOIST SCALE: t'=1'-0' SCALE 1'=1'-0' STUD WALL & SHTHG PER PLAN PANEL EDGE NAILING PER PLAN INSULATION PER ARCH 2x OR LSL1 1/2 BLKG JOIST AT SIM (2) BAYS 1 12 LSL BLKG W/CS14 STRAP, AT SIM NOTE: 2. FOR ADDITIONAL INFORMATIONS REFERENCE 9/S6.01. MIL STUD EA SIDE W/ A34 TO T&B PLATE EXT STUD WALL PER PLAN SHTHG AT SIM 6x10 BLKG A35 T&B EA SIDE BEAM PER PLAN AT SIM CONNECTION AT4'-6' ON CENTER MAX. OBOLT ON CANOPY 1 SCALE: 1.=1'-0' STUD WALL& SHTHG PER PLAN 3'-0. MAX ROOFING APPLIED AT4,0° WIDTHS AT DOORS ONLY (CONTACT ENGINEER OF RECORD IF ADDITIONAL ROOFING LS APPLIED CLADDING PER ARCH BOLT -ON CANOPY PER SUPPLER. PLATE PER SUPPLIER W/ (4)1/7721 x 5° LAG SCREWS @ 6'0C MIN SHTHG PER P T/SHTHG `P PER PLAN JOIST PER PLAN, TYP -STUD WALL & SHTHG PER PLAN PANEL EDGE NAILING PER PLAN INSULATION PER ARCH STRAP WHERE OCCURS PER PLAN BEAM PER PLAN O18 MECHANICAL PENTHOUSE AT BEAM SCALE: 1'=1'-0' NOTE: ROOF TRUSS AT SIMILAR CONDITION. L ROOF JOIST PER PLAN W/ SIMPSON H2.5A TO 8RG WALL ON EA END OF JOISTS BELOW UNIT LUS46 HGR, TYP 4x6 BLKG AT CURB, TYP PLAN MECH UNIT CURB PER J UPPLIER 3/8°0 LA CREW EMBED 3' INTO JOIST OR BLKG AT EA CORNER OF CURB A -A 4x6 BLKG OR JOIST WHERE OCCURS. OMECHANICAL UNIT ATTACHMENT SCALE: 1'=1'-0' DIAPHRAGM EDGE NAILING PER PLAN 6h T/SHTHG PER PLAN 2x4 W/ (4) 0.131'0x31/4° NAI JOIST PER PLAN SHEAR WALL SHTHG WHERE APPLIES 2x BLKG W/PLATE -V ATTACHMENT PER SHEAR WALL SCHED ALTERNATE RIM JOIST CONNECTION DETAIL - FOR SINGLE ROW OF PLATE NAILING/BLOCKING ONLY OEXTERIOR WALL PARALLEL TO ROOF JOISTS SCALE: 1'=1'-0•. (06060) DIAPHRAGM EDGE NAILING PER PLAN RIM JOIST PER PLAN W/ VENT HOLES PER ARCH (2°0 MAXI BLKG @ 48'OC W/ (2) 0.131°0x31/4. NAILS TO TOP PLATE RIM JOIST CONN PER SHEAR WALL SCHED. STUD WALL & SHTHG PER PLAN T/SHTHG PER PLAN JOIST PER PLAN W/1210.131'0x31/4" NAILS TO TOP PLATE H2 5A 2x BLKG W/ PLATE ATTACHMENT PER SHEAR WALL SCHED SHEAR WALL SHTHG ALTERNATE RIM JOIST CONNECTION DETAIL - FOR SINGLE ROW OF PLATE NAILING/BLOCKING ONLY DIAPHRAGM EDGE NAILING PER PLAN ALM JOIST PER PLAN W/ VENT HOLES PER ARCH (213 MAX) WEB STIFF PER JOIST MFR, EA SIDE W/ [(4) 0.148"0x312" CINCH NAILS) RIM JOIST CONN PER SHEAR WALL SCHED STUD WALL & SHTHG PER PLAN EXTERIOR WALL PERPENDICULAR 14. TO ROOF JOISTS SCALE: 1' =1'-0' (06061) PLATE NAILING PER SHEAR WALL SCHED SOLID 2 BLKG DIAPHRAGM EDGE NAILING PER PLAN SHTHG PER PLAN SOLID 2x BLKG JOIST PER PLAN, TYP BEAM PER PLAN HGR PER PLAN PANEL EDGE NAILING PER SHEAR WALL SCHED STUD WALL &SHTHG PER PLAN O19 COORIDOR FRAMING AT ROOF SCALE: 1'=1'-0' JOIST.PER PLAN DBL TOP PLATE T/PARAPET. PER PLAN H8 ANCHOR AT EA STUD TO FLAT BLKG 2x BLKG DIAPHRAGM EDGE NAILING PER PLAN 2x FLAT BLKG AT EA STUD T/SHTHG PER PLAN JOIST PER PLAN PLATE NAILING PER SHEAR WALL SCHED 2x6 LEDGER W/ (2) 0.148°0x31/4°. NAILS EA STUD 2x12 W/ (4) 0.148°0x31/4° NAILS TO EA PARAPED STUD COAT 2x6(MIN) FASCIA COAT 2x6 (MIN) FASCIA ADDL2x FASCIA AS READ 2x4 W/ (4) 0.148'0x31/4° NAILS T0. EA 2x12 AND BRACE 2x W/ (4) 0.148'0 31/4' NAILS TO EA PARAPET STUD PANEL EDGE NAILING 2x BLKG W/ VENT HOLES PER ARCH (70 MAX) STUD WALL & SHTHG. PER PLAN OPARAPET - EXTERIOR WALL PARAL SCALE: 1' =1,0. (06062) T/PARAPET PER PLAN 2x PARAPET STUD SISTERED TO EAJOIST W/ (4) 0.162'031/2° NAILS TO WEB STIFF DIAPHRAGM EDGE NAILING PER PLAN. T/SHTHG PER PLAN JOIST PER PLAN W/ WEB STIFF EA SIDE, SAME WIDTH AS STUDS 2x4 x 30' W/0.148L0x31/4' NAILS @ BLOC TO JOIST, LOCATE AT H8 ANCHORS AS REOD JOIST EL TO JOIST DEL TOP PLATE FRAMING PER 5/S6.1 H8 ANCHOR AT EA STUD WHERE h> 18° (PLACE ON SIDE OF STUD OPPOSITE OF JOIST) PANEL EDGE NAILING 2x BLKG( 2° DEEPER THAN WALL ST W/ VENT HOLES PER ARC .0 MAXI A34, TYP 2x BLKG @ BLOC M 2x BLKG PARAPET STUD 162"0x312"NAILS TO TOP PLATE STUD WA L & SHTHG PER PLAN 2x4 / I (8 2x BLKG H8 ANCHOR ,, BELOW PLAN AT H8 ANCHOR PARAPET - EXTERIOR WALL 0 PERPENDICULAR TO JOIST SCALE: 1' =1'-0' (06053) DIAPHRAGM EDGE NAILING PER PLAN T/SHTHG PER PLAN 2x4 W/(4) 0.131°0x31/4. NAILS JOIST PER PLAN BLKG 648°OC W/ (2) 0.131"031/4. NAILS TO TOP PLATE SHEAR WALL SHTHG WHERE APPLIES NOTE: ALTERNATE RIM JOIST CONNECTION DETAIL PER 9/S6 01 MAY BE USED AT WALLS WITH (1) ROW OF PLATE NAILING. DIAPHRAGM EDGE NAILING PER PLAN AT SHEAR WALL BELOW RI GIST PER PLAN RIM JOIST CONN PER SHEAR WALL SCHED STUD WALL &SHTHG PER PLAN COS CC .1; L IA AUG 24 2018 City of Tukwila BUILDING DIVI310N 15 INTERIOR WALL PARALLEL TO ROOF JOISTS SCALE : 1'=1'-0° (66076) REVISION NO. `1- DIAPHRAGM EDGE NAILING PER PLAN AT SHEAR WALL BELOW -LSL1 1/2 BLKG W/ VENT HOLES. PER ARCH 12'O MAk) 1TY OF TLIKWILA PER PLAN JOIST PER PLAN W/ 12) 0.131 031/4 NAILS TO TOP PLATE NOTE: ALTERNATE RIM JOIST CONNECTION DETAIL PER 14/S6.01 MAY BE USED AT WALLS WITH (1) ROW OF PLATE NAILING. PLATE ATTACHMENT PER SHEAR WALL SCHED STUD WALL & SHTH PER PLAN CEVlEWE D AUG 24 2018 REID MIDDLETON, INC. 20 INTERIOR WALL PERPENDICULAR TO ROOF JOIST SCALE: 1'=1'-0' (06071) URBAL ARCHITECTURE URBANIRURAL. 1938 Fairview Avenue East score ioo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 �a r* 0' `may 0.. ASH/ti 0 AL Gl' onsultent logo yy. ®� 6 PU 8s 1 CR 0 e L0 so 707. W 2nd Avenue Spokane, Washington 99201 P. (509)45E4448 www.dd-engineer8cwn civil.- / STRUCTURAL -I IO.Rf o lamtr own. cow...m ..amp project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415BAKER BOULEVARD, TUKWILA, WA 98188 key plan submittals/revisions BUILDING PERAFT SET 10.31.17 FOUNDATION ONLY PERMIT FI 120E17 STRUCTURAL RESUBMITTAL 51 12.18,11 STRUCTURALRE8U6MITTAL 01.10.18 STRUCTURAL BID SET �81 02.02.18 BP COORDINATION 21100%CD SET 0608.18 ISSUED FOR CONSTRUCTION SET�� 08.1018 POST BP CORRI TO REV 4 08,15,18 /' \ drawing title ROOF FRAMING DETAILS drawing information DATE 12.06.17 SCALE 1"=1'-0". DRAWN BSD JOBS 17041-0175 copyright Vretsxcypguewma �utP ammmi�Nia�,mm PmnxruMta abmmnmtmnwn .coon�� sheet numberaruc. S6o01 A BOLT -ON CONN PER 15/S4,03 SIM, TYP AT CORNER CONDITION 1212x6 STUDS® 1610C JOIST PERP 2x6 STUDS 812"0C 8 —2x6 STUDS N 1610C TYP AT BOLT N BALCONY 6x8 POST TYP AT BOLT -ON BALCONY 35.50T / 2 ^ 3560T Q282W3 00T 2800T 0 2x6 STUDS 01210C A TYP AT CORRIDOR HDR T 0 2W2 ® 37.SOT4 0 33.251 2W3 12 2x6 STUDS® 161OC JOIST PERP (2) 2x6 STUDS 161OC JOIST PERP 25T L 0 YP 19M-10" 14'E 1/2° 8'-51/2" /� BOLT -ON BALCONY / BY OTHE S 35.50T 2W2 3800T ©2W2 6.00T 2 8.8 33.25T 50T 25T 2 6x8 POST TIP AT BOLT -ON BALCONY (ALIGN W/6x8 ABOVE AT INTERIOR COURTYARD) 2 37.50T 2W2 36.25T O V` 28.50T 2W3 / vv v ./O HS 4x4x1) PI 4x4x1/4 WO3625T / 6 28.50T 0 HS54x44 4 2W3 25T 0 HSg42421/4 r, ,-HSS5x523/8 (ALIGN W/ 6x8 ABOVE AT INTERIOR COURTYARD) STUD BEARING WALL SCHEDULE (21 LEVEL CORRIDOR WALL PARTY WALL in INTERIOR UNIT WALL EXTERIOR WALL 7 286016100 2x481610C 2x4016100 206816'00 6 286101610C 2x4 816"00 22481600 226816'00 5 226016100 284812°00 (2) 2x4 12 1610C 286816100 4 226816100 224812100 (2)284816100 226816100 3 286016100 (2122401610C (2)2x4®1210C OR(2/ LSL11/2x31/2 0 16°OC 2x6816"OC NOTE: (1) PARTY WALL CONSIST OF DOUBLE WALLS. SPACING SHOWN IS FOR EACH INDIVIDUAL WALL. (2) SHAFT WALL TYPICAL A13 PER ARCHITECTURAL SHALL CONSIST OF 2X4 STUDS 8 810C STAGGED ON A 2X6 PLATE. `HSS4x4x1/4 SS4x4x1/4 `.HS54x4x1/4 HSSSx5x1/4 2x4 STUDS 81210C HS54x4>1/4 I `HSS4x4x1/4 ©I V STUD AND SHEAR WALL PLAN NOTES: 1, STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S001, 50.02,50.03 AND S0,04. 8 2. LUMBER GRADE PER STRUCTURAL GENERAL NOTES. 3. ALL INTERIOR NON -HEARING, NON-STRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES. HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY (11 TRIMMER AND (1) KING STUD MINIMUM, UNO. INTERIOR UNIT WALL HEADERS AT LEVEL 3 SHALL HAVE (2) TRIMMER STUDS, UNO. WHERE MORE THAN 111 TRIMMER IS REQUIRED, THE NUMBER OF TRIMMER STUDS SHALL BE NOTED THUS: .0). TRIMMERS TO BE CONTINUOUS TO THE POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING, 5. BEAMS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY12) BUNGLED STUDS MINIMUM, UNO. WHERE MORE THAN (21 BUNDLED STUDS ARE REQUIRED, THE NUMBER OF BUNDLED STUDS SHALL BE NOTED THUS:.-®. BUNDLED STUDS TO BE CONTINUOUS TO THE POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING. 6. SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 19/S501, AT STAGGERED STUD WALLS, BUNDLED STUDS, TRIMMER STUDS, KING STUDS AND SHEAR WALL COMPRESSION STUDS ARE TO MATCH THE WIDTH OF THE WALL PLATES. 1212x6 STUDS 16"OC JOIST PERP— �V .00T 2W2 2)3800T 6 S4.03 27.00T 20 2W2 2700T 0T 2W2 t�- 25.50T 25.50T 18 2W2 18 2650T TYP AT BOLT -ON BALCONY BOLT-0N BALCONY BYOTHERS MATCHLINE PER S1033Y1 ak REVIEWED FOR CODE COMPLIANCE APPROVED AUG 242010 City of Tukwila BUILDING DIVISION XXT0 f INDICATES TENSION LOADS REQUIRED (IN KIPS. LOADS SHOWN ARE AT SERVICE LEVEL (ASD). CIRCLED NUMBER INDICATES NUMBER OF STUDS REQUIRED FOR TDS HOLD.DOWN, PLACE HALF ON EACH SIDE OF TDS. WHERE LSL STUDS ARE USED A DIRECT (21 LSL TO (312x4 SUBSTITUTION MAYBE USED AT CONTRACTOR DISCRETION, 9. TYPICAL HOLD-DOWN ELEVATION PER 10/S501, 4/5501 AND 9/S501. 10, ANCHOR BOLTS TO BE 5/8" DIAOT MINIMUM EMBEDMENT PER 4/S4.04. PROVIDE HOT -DIPPED GALVANIZED ANCHOR BOLTS AT PRESSURE -TREATED SILL PLATES. 11. BEARING WALLS HAVE BEEN DESIGNED TO BE FULL BRACED BY GYPSUM AND WOOD SHEATHING. IF TOP DOWN FINISH IS DESIRED, THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING THE UNBRACED CONDITION OF THE STUDS UNTIL THE SHEATHING IS APPLIED. 12. TYPICAL DETAILS PER: 1/S501 TYPICAL INTERIOR STAIRWELL ELEVATION 3/S5,01 TYPICAL STUD WALL OPENING (HEADER) DETAIL 5/S501 TYPICAL TOP PLATE SPLICE DETAIL 10/S5.01 TYPICAL SHEAR WALL ELEVATION 4i55 02 FIRE CLOSET AT SHEARWALL 15/S503 TYPICAL HOLES AND NOTCHES IN WOOD STUDS INDICATES LOCATION OF HOLD-DOWN—,, p)EVIEW!E AUG 24 221 REID MIDDLETON, INC. REVISION NO. 4 RECEIVED CITY OF TUKW/LA An' 1B 2G:I 800/1211T CENTER ROOF $ NOTE: LEVEL 7 LEVEL $ LEVELS B LEVEL4 LEVEL 3 $ LEVEL $ DARKENED LINES DESIGNATE AREA OF WORK. LEVEL 3 STUD AND SHEAR WALL PLAN - NORTH SCALE: IBM = 1'-0' UR3AL ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 AO Sy/ G XcAi •r TD.YAI.�" Consultant logo •# SW 0GiE-LEEl82S® 707 W 2nd Avenue Spokane, Washington 99201 P: (509) 455-4448 www.dciengineers.cnm CIVIL / STRUCTURAL; OCOPr*H A1R'wnS Reser. project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 key plan submillals/reviston s BUILDING PERMITSET 10A1.17 FOUNDATION ONLY PERMIT A 12,06,171 STRUCTURALRESUBMIITAL ,, 12.18.17. 1 STRUCTURALRESUBMITTM. ,, 01.10.18 STRUCTURAL BID SET A 02.0218- ' BP COORDINAOON 21100%CD SET 08.09,18 ISSUED FOR CONSTRUCTION SET/n,� 08.18.181 POST BP CORR. 1 TO REV4 /"1 08.16.19i drawingf8e LEVEL3 STUD AND SHEAR WALL PLAN - NORTH tlrawing information DATE 12,06,17 SCALE As incliczted DRAWN BSD JOB# 17041-0175 copyright nEnimamne< wpn,Yxq�uo'ma�m�mea�,`�ma,�m��m�sn, "amEa grl .. um wmwgim�o aw aumE aamn aucPm 1. street number ATCHLIN P St 03AI 2'S' ( sn5)` ( SR5 ( SR5 N-T/DRAIN _ 48'-10° TYP, UNO ` ( SR5 410 LEDGER W/ 1/2"00 r424"0C STL STAIR PER SUPPLIER n #S DOWELS®10'OC N'\ EF PER 19/54.01 TYP ( SR5 #5 DOWELS ®00°0C EF PER 19/S4.0 MILD REINF CONC SLAB TO MATCH PT SLAB DEPTH CJ (INTERMEDIATE STRESSING JOIND TYP AT CJ /4," 7-5 5/8 E1,7-3° SOFFIT STEP 13'-97/8° 3'-1 3/4 TS COL PER 6013/8'� 1533/4° 038W,TYP-,1 ( SR6) a #6 DOWELS0 B"OC EF PER 19/S 01- 2',10 7/8 ^-3° SOFFIT STEP 3' P-T CONC SLAB ✓tH YLHN nUtES- T/SLAB = 4976' #5 DOWELS @ 8' JC EF PER 19/S4.01 TOP REINFORCING SCHEDULE m MARK QUANTITY REINFORCING LENGTH SPACING REMARKS 1T #5 12.0C W/ STD HOOK, TYP AT SLAB EDGE 2T #5 1200' 24'0C CTRD OVER WALL 3T #5 1037 6°0C W/2'-D7STAGG, W/ STD HOOK AT SLAB EDGE TOP AND BOTTOM REINFORCING SCHEDULE {,)(2) MARK QUANTITY REINFORCING LENGTH SPACING REMARKS 1T8 2 #5 CONT 4.0C TYP AT UNSUPPORTED SLAB EDGE 2TB #5 TYP AT OPENING PER 1/S401 3TB #5 10'-0' 12'0C W/ 2'-0" STAGG, W/STD HOOK AT SLAB EDGE 10 #5 10'-0' 60C W/T-0'STAGG, W/STD HOOK AT SLAB EDGE 4TB #10 4'0C LENGTH PER PLAN 5T 12 #5 10-0° 6'OC W/ 2'-0' STAGG, W/STD HOOK AT SLAB EDGE 5TB 2 #9 32'-0' 4.0C 6T #8 12'OC LENGTH PER PLAN 6T8 #5 12.0C LENGTH PER PLAN MC LENGTH PER PLAN 8T 14 12'-0" 6'0C W/2'-0'STAGG, W/STD HOOK AT SLAB EDGE 7TB 12°0C TYP AT MAT SLAB PERIMETER 8T8 #8 16'0C TYP AT MAT SLAB 9T 16 #5 12'-0° TOG W/ 2'-0° STAGG, W/ STD HOOK AT SLAB EDGE 9TB #5 14'0' 12°0C W/COUPLERS PER 5/S4.02 10T #5 12'-0' 12°OC W/2'-0'STAGG,W/ STD HOOK AT SLAB EDGE 10T0 15,0" 12.0C 4/S4 02 11T #5 30'-0' 24'0C W/ STD HOOK AT SLAB EDGE 11T8 2 25'00° 4.0C LENGTH PER PLAN 127 #5 12.0C LENGTH PER PLAN 121E 2 #6 10'L° 12.0C 13T 2 410 4'OC LENGTH PER PLAN BOTTOM REINFORCING SCHEDULE (1) ARK QUANTITY REINFORCING LENGTH SPACIN REMARKS 20 #5 #5 #9 #8 #8 #4 #4 #5 1470. 35'-0' EW TYP OVER ENTIRE SLAB ADDL LENGTH PER PLAN LENGTH PER PLAN ENGTH PER PLAN /STD HOOK AT END STD HOOK AT SLAB EDGE 24'0C 12'0C ADDL NOTE (1) REINFORCING NOTED ON PLAN SIN ADDITION TO TYPICAL BOTTOM AND/OR TOP MATS. 2) QUANTITY NOTED IS FOR TOP AND ALSO BOTTOM BARS, TOTAL REINFORCEMENT IS DOUBLE WHAT IS NOTED. 31 NOT STAGGER PERPENDICULAR TO SLAB EDGE. 24"DP CONC #58 & (2) #57 4 3 3/270C, 200. EA SIDE ( SR5 TYP AT ONC M W/(4) 4 STIRRUPS ND BEAM ROPNG 2410P CONC BEAM #50 & (2) #57 i14 STIRRUPS 4930/40C,E ND BEAM 2'-0" EA SIDE FOPNG AT LOW LANDING MILD REINFORCING PLAN NOTES: TYP AT CMU BELOW 23/4° PT4x10 LEDGER W/ (211/2"0 ABs 424'0 STL STAIR I PER SUPPLER '-6"Wx16"DP .'61/4' A. LAB BAND TYP 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S001, S0.02, S0.03 AND S004. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. 3. POST -TENSIONED TENDON LAYOUT SHALL BE PER POST -TENSIONED FRAMING PLAN. 4. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND STAGING OF ALL SHORING AND RESHORING. SHORING PLACED BENEATH SLAB CLOSURE POURS SHALL NOT BE REMOVED UNTIL CLOSURE POUR CONCRETE HAS REACHED SPECIFIED STRENGTH. 5. STRUCTURAL SLAB THICKNESS AND TOP OF STRUCTURALSLAB ARE AS SHOWN ON PLAN. 6. COLUMN OR WALL OVER -POURS INTO POST -TENSIONED SLABS SHALL NOT BE GREATER THAN 1/2" MAXIMUM. REMOVE ANY EXCESSIVE COLUMN OR WALL OVER -POURS PRIOR TO PLACING REINFORCING BARS AND POST - TENSIONED TENDONS. 7. IT IS NOT PERMITTED TO INSTALL DRILL -IN ADHESIVE OR MECHANICAL ANCHORS, CUT OPENINGS IN OR CORE THROUGH POST -TENSIONED SLAB WITHOUT PRIOR WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD. ALL BUILDING SYSTEMS: MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION SHALL PLACE DUCTS, CHASES, PIPES OR PIPE SUPPORTS, CONDUIT SLEEVES AND HANGER INSERTS, ETC INTO THE POST -TENSIONED SLAB PRIOR TO PLACING CONCRETE. 8. REINFORCING SHALL BE SUPPORTED TO MAINTAIN PROPER POSITION IN THE SLAB. ( SR9 #6 DOWELS 4 6"OC PER 19/S4 01 El SR3 3Ty SR5 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 24 2018 City of Tukwila BUILDING DIVISION 9. PROVIDE TYPICAL BOTTOM MAT REINFORCING EACH WAY OVER ENTIRE SLAB PER PLAN. 10. PROVIDE CLEAR COVER PER GENERAL NOTES FOR ALL TOP AND BOTTOM REINFORCING, EXCEPT AT TENDONS WITH 1 1/4" TOP COVER, USE 1 1/4" TO ALIGN REINFORCING WITH TENDONS, 11. AT DROP BANDS, SPLICE BOTTOM STEEL AT COLUMNS AND TOP STEEL MID -SPAN PER LAP SPLICE SCHEDULE. 12. CONTRACTOR TO COORDINATE EMBED PLATES REQUIRED FOR STAIRS, GUARDRAILS, INTERIOR AND EXTERIOR WALLS, WINDOW WASHING ANCHORS, ETC. 13. WOOD STUD, SHEAR WALL AND HOLD-DOWN REQUIREMENTS PER STUD AND SHEAR WALL PLAN. CONTRACTOR TO COORDINATE ALL EMBED REQUIREMENTS FOR INSTALLATION OF HOLD-DOWNS AND SHEAR WALL ANCHORS OR EMBEDS. 14. TYPICAL DETAILS PER: 20/S3.01 TYPICAL LAP SPLICE SCHEDULE S4.01 TYPICAL POST -TENSIONED DETAILS S402 TYPICAL STUDRAIL DETAILS AT COLUMNS 5/S4 02 SECTION AT CRANE/PLACING BOOM BLOCKOUT 17/S5,02 EXTERIOR NON -LOAD BEARING STUDS oEVoEWEN AUG b D 24 21�iL REID MIDDLETON, INC. REVISION NO, 4- RECEIW0:D CITY OF 700065LA Ai:'3 16 2313 PERMIT CENTER ROOF LEVEL 7 „ LEVEL LEVEL 5 LEVEL 4 LEVEL] LEVEL2 LEVEL 1 NOTE: DARKENED LINES DESIGNATE AREA OF WORK. LEVEL 3 MILD REINFORCING PLAN - SOUTH SCALE: 1/8'= URGALI ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East sage 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0L972 *00000 /J 0. LE consultant logo venR9°3 99 G'l5sl602089502® 707 W 2nd Avenue Spokane, Washington 99201 P: (509) 455-4448 www.dci-engineers.com CV,L_ / ST12 o, CTU°RAL 000,0 gm,ono0 Dana. tamersenoin<_APO. nesrnee project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submittals/revisions BUILDING PERMIT SET 1001.17 FOUNDATION ONLY PERMIT fl 12.06.17 STRUCTURAL RESUBMITS 51 1218.17 STRUCTURAL RESUBMITFAL 01.10.18 �2 089806894080SET /tl' \ 02.02.18 BP COORDINATION 2/1001 CO SET 0109.18 ISSUED FOR CONSTRUCTION SET 3 05.15,18 POST BP CORK IT0 REV 4 6 08.16.18 drawing tine LEVEL 3 MILD REINFORCING PLAN - SOUTH drawing information DATE 12.06,17 SCALE As indicated DRAWN BSD JOB N 17041-0175 copyright firrLe Y.. in.drtiocu .eul err mon°a. m tea. �. a, m.wmom a uex wrnn«we Puaa ran. Fade.. sha4 ^a bowed. m vinne V.A., xitculte sheet number 1e 1251 BANDED TENDONS MATCHLINE PEPr5,-03Afr B 63/ 1281 BANDED TENDONS 1251 BANDED TENDONS 1271 BANDED TENDONS 1171 BANDED TENDONS CT (INTERMEDIATE / STRESSING JOINT) a,T IPOUR2� 103/4 �^ 4 POUR 1 5 12' P-T CONC SLAB PER PLAN NOTES 61/2 O 2 Fl 101'�2 tt 1/4 2 3/4 12 /2 2 P ATC S4 02 15 2 12 51 ADD ENDO-NS 0 1 A 15 13° P-T CONC SLAB PER PLAN NOTES T/SLAB = 49'15°_ 12 SOU HER MOST TENDONS OVER COL AT THIS POINT B CMS 434 (31) BANDED TENDONS 63/4 —9 5 6 J CJ (1 TERMEDIATE STRE SING JOINT) 195'-10' 7 3/4 36'-3" 15'-0° 16'-0' 13'-71/2" 9'-0 1/2' th 214 C f. �m 31/4 61/2 2'-6 1/2) 6'-21/2° 34'-11" 195'-10' oo POST -TENSIONED FRAMING PLAN NOTES: 0 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01, S0.02, S0.03 AND S004. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. 3. MILD REINFORCING BAR LAYOUT SHALL BE PER MILD REINFORCING PLAN. 4, WALL DIMENSIONS, SLAB OPENING DIMENSIONS AND SECTION CUTS SHALL BE PER MILD REINFORCING PLAN. 5. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND STAGING OF ALL SHORING AND RESHORING. SHORING PLACED BENEATH SLAB CLOSURE POURS SHALL NOT BE REMOVED UNTIL CLOSURE POUR CONCRETE HAS REACHED SPECIFIED STRENGTH. 6. STRUCTURAL SLAB THICKNESS AND TOP OF STRUCTURAL SLAB ARE AS SHOWN ON PLAN. COLUMN OR WALL OVER -POURS INTO POST -TENSIONED SLABS SHALL NOT BE GREATER THAN 1/2" MAXIMUM. REMOVE ANY EXCESSIVE COLUMN OR WALL OVER -POURS PRIOR TO PLACING REINFORCING BARS AND POST - TENSIONED TENDONS. 8. DO NOT INSTALL DRILL -IN ADHESIVE AND EXPANSION ANCHORS IN THE POST -TENSIONED SLAB. DRILLING INTO POST -TENSIONED SLAB WITHOUT APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD IS NOT PERMITTED. ALL BUILDING SYSTEMS: MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION SHALL PLACE DUCTS, CHASES, PIPES OR PIPE SUPPORTS, CONDUIT SLEEVES AND HANGER INSERTS, ETC INTO THE POST -TENSIONED SLAB PRIOR TO POURING THE CONCRETE. 0 (33) BANDED TENDONS 125) BANDED TENDONS 123l BANDED TENDONS 117) BANDED TENDONS REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 4 2010 City of Tukwila BUILDING DIVISION 9. ADDITIONAL SHAFTS MAY BE LOCATED AFTER THE SLAB IS POURED IF APPROVED BY THE STRUCTURAL ENGINEER OF RECORD AND COORDINATED WITH THE GENERAL CONTRACTOR. 10. TENDONS STRESSING SEQUENCE PER GENERAL NOTES. STRESS A MINIMUM OF (2) TENDONS AT SLAB EDGES PERPENDICULAR TO THE BANDED TENDON ENDS BEFORE BANDED TENDONS ARE STRESSED. 11. HORIZONTAL SWEEP OF THE TENDONS SHALL NOT BE GREATER THEN 16. TENDONSWITH HORIZONTALSWEEP GREATER THAN 1:6 SHALL BE REVIEWED 0Y THE ENGINEER -OF -RECORD FOR TENDON SPACING AND ADDITIONAL REINFORCING REQUIREMENTS PRIOR TO PLACING CONCRETE, 12. ENCAPSULATION REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 13, TYPICAL DETAILS PER: S4.01 9 & 10/S4,01 1/S4.01 2/S4.01 3/S4 01 4/S4,01 5/S401 6/S4.01 5/S402 15/S4.02 20/S4.02 TYPICAL P050.08NSIONED DETAILS TYPICAL POST -TENSIONED ANCHOR DETAILS TYPICAL SLOB OPENING AT POST -TENSIONED FLOOR SLAB PENETRATION AT POST -TENSIONED ANCHORS PLANS.SLEVES THRU CONCRETE SLAB BEEVES THRU CONCRETE SLAB PLAN -BEEVES THRU CONCRETE SLAB AT COLUMN TYPICAL SLAB TENDON PROFILE SECTION AT CRANE/PLACING BOOM BLOCKOUT TYPICAL POST -TENSIONED CONSTRUCTION JOINT DETA SLAB AND SOFFIT STEP DETAIL REVISION NO,A RECEIVED CITY OF TUK/V;LA AL`j 1 6 2013 PERMIT CENTER NOTE: ROOF LEVEL 7 LEVEL 6 Q LEVEL s LEVEL 4 LEVEL LEVEL2 DARKENED LINES DESIGNATE AREA OF WORK. LEVEL 3 POST -TENSION PLAN - SOUTH SCALE, 1/8'=1-0" URB LE 1 ARCHITECTURE TURBANIRURAL 1938 Fairview Avenue East spire mo Seattle, WA 98102 - info@urbalarchitecture.com www.urbalarchitecture.com r 206-257-0972 consultant logo TC e6r0610ee(0s® 1707 W 2nd Avenue I Spokane, Washington 99201 P: (509)455-4448 www.dci-engineers.com 1 CIVIL / S enuR,,,,L ®CwNq NRNms...Ned project name STERLING 1 SOUTHCENTER,AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 key plan submittals/reVisions BUILDING PERMIT SET 10.91.17 FOUNDATIONONLY PERMIT ,4 12.06.17 STRUCTURAL RESOBMITTAL A 12.18.17 OLIO?8 • BP COORDINATION 2/100%C0 SET 03.9h1H ISSUEDFOR CONSTRUCTION SETA 06.15.18 POST BPCORR. 1T0 REV 4 © 08,15.16 drawing title LEVEL 3 POST -TENSION PLAN - SOUTH drawing information DATE 12.06.17 SCALE As Indicated DRAWN BSD JOB# 17041-0175 copyright wMsmamana L16 epae�is 'w' Pum.�,a e� ma�uci 6n. _ _ u�.euc. �heetn tuber 1. MATCHLINE PER 1,03AW (2) 2x6 STUDS 0 160C JOIST PERP 2x6 STUDS O 120C © 28.25T , 2W3 (2)282 T © 28.50T 2W3 2x6 STUDS @ 16"OC 2x6 STUDS 012°0C 12)2x6 STUDS® 16'0C JOIST PERP BOLT -ON CONN PER 15/S4.03 SIM, TYP AT CORNER CONDITION TYP AT CORRIDOR HDR 2850T 0 36251I O2Vd2© 0 25T 6x8 POST TYP AT BOLT -ON BALCONY (ALIGN W/6x8 ABOVE AT INTERIOR COURTYARD) 35.50T 2W2 50T 23COT 23OT 26.25T ry 2W4 3650T W2 26 25T 36,SOT 2300T STUD BEARING WALL SCHEDULE 0) LEVEL CORRIDOR WALL PARTY WALL (1) INTERIOR UNIT WALL EXTERIOR WALL 7 2x6®16'0C 2x4@160C 224016"0C 2x6@16°OC 6 2x601602 0<401602 224016"0C 2<6016"OC 5 2x60160C 2x4012"OC (2) 2x4@ 16"OC 2x6®16"OC 4 0<601602 0<4012"OC (2) 2x4016.02 2x6 ®16"02 3 226016"02 (2)2)4016.0C (2)2x4®12.0C OR 121 LSL1 12x31/2 ®16'0C 2x6018'OC NOTE: (1) PARTY WALL CONSIST OF DOUBLE WALLS. SPACING SHOWN IS FOR EACH INDIVIDUAL WALL. 12) SHAFT WALL TYPICAL A13 PER ARCHITECTURAL SHALL CONSIST OF 2X4 STUDS 0 8"OC STAGGED ON A 2X6 PLATE. `HSS4x4x1/4 HSS4x4x1/4 GHSS4x4x1/4 HSS4x4x HSS4x4x1/4 HSS5x5 HSS5x5x1/4 4 /-HSS4x4x1/4 HSS5x5x 2x6 STUDS 016'0C FIREWALL `BOLT -ON BALCONY BY OTHERS 30.00T 3000T 2W3 L/ /y 2925T / 2W 28.25T 23,OOT 725T w 37.25T W2 1 ■ O 2w2 8 FIREWALL 8 S m 1 13'-712" STUD AND SHEAR WALL PLAN NOTES: 68POST TYP AT OLTON BALCONY TYP At BOLT- N BALL NY 9241/2" 2725T 27.25T 2W4 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER 50.01, 50.02.50.03 AND S0.04. 8. LUMBER GRADE PER STRUCTURAL GENERAL NOTES. ALL INTERIOR NON -BEARING, NON-STRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES. HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY 1 TRIMMER AND 1 KING STUD MINIMUM UNO. INTERIOR UNIT REQUIRED, ADERS THE NUMBER ERLEOLF TRIMMER STUAVEDS 2 TRIMMER BE STUDS UNO WHERE MORE TRIMMERS NT i 10 TRIMMER ISS TO HE PTHENUMBEROFTRIMMERK SOLISHALLBONOTED THUS, .-�.TflIMMERS TO BE CONTINUOUS TO THE POST -TENSIONED SLAB, BLOCK SOLID AT FLOOR FRAMING, 11 5. BEAMS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY(2) BUNDLED STUDS MINIMUM, UNO. WHERE MORE THAN (2) BUNDLED STUDS ARE REQUIRED, THE NUMBER OF BUNDLED STUDS SHALL BE NOTED THUS: . BUNDLED STUDS TO BE CONTINUOUS TO THE POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING, 6. SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 19/S501. AT STAGGERED STUD WALLS, BUNDLED STUDS, TRIMMER STUDS, KING STUDS AND SHEAR WALL COMPRESSION STUDS ARE TO MATCH THE WIDTH OF THE WALL PLATES. 8 0 25.50T 18 2W2 25.50T 26.25T ® 27.75T 14 27.75T 2W \ 1900Tu 10 1900T 10 2W2 0 2625T BOLT-0N BALCONY SY OTHERS MATCHLINE PER S1 03A 6035 20 2W2 20 3620T 12) 2x6 STUDS 0 A 16"0C JOIST PERP TYP AT BOLT -ON BALCONY x.XT O / INDICATES TENSION LOADS REQUIRED (IN KIPS). LOADS SHOWN ARE AT SERVICE LEVEL (ASD). CIRCLED NUMBER INDICATES NUMBER OF STUDS REQUIRED FOR TDS HOLD'DOWN, PLACE HALF ON EACH SIDE OF TDS. WHERE LSL STUDS ARE USED A DIRECT (2) LSL TO (3) 2x4 SUBSTITUTION MAY BE USED AT CONTRACTOR DISCRETION. TYPICAL HOLD-DOWN ELEVATION PER 10/S5.01, 4/5501 AND 9/S5.01. ANCHOR BOLTS TO BE 518 DIA x 7" MINIMUM EMBEDMENT PER 4/S4 04. PROVIDE HOT -DIPPED GALVANIZED ANCHOR BOLTS AT PRESSURE -TREATED SILL PLATES, BEARING WALLS HAVE BEEN DESIGNED TO BE FULL BRACED BY GYPSUM AND WOOD SHEATHING. IF TOP DOWN FINISH IS DESIRED, THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING THE UNBRACED CONDITION OF THE STUDS UNTIL THE SHEATHING IS APPLIED. 12. TYPICAL DETAILS PER: 1/S501 TYPICAL INTERIOR STAIRWELL ELEVATION 3/35,01 TYPICAL STUD WALL OPENING (HEADER) DETAIL 5/S501 TYPICAL TOP PLATE SPLICE DETAIL 10/S5.01 TYPICAL SHEAR WALL ELEVATION 4/S5.02 FIRE CLOSET AT SHEARWALL 15/S5,03 TYPICAL HOLES AND NOTCHES IN WOOD STUDS REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 4 2018 City of Tukwila BUILDING DIVISION INDICATES LOCATION OF HOLD-DOWN TO VDEWEN AUG 24 2212 REID MIDDLETON, INC. REVISION NO, 4- C oY OF TUKWIL. (:a In2112 01592110 CENTER NOTE: ROOF C LEVEL 7 0 LEVEL Q LEVEL5 A LEVEL4 A LEVEL 3 LEVEL LEVEL 1 DARKENED LINES DESIGNATE AREA OF WORK, LEVEL 3 STUD AND SHEAR WALL PLAN - SOUTH SCALE 1R°=120' URBAL ' ARCHITECTURE URBANIRURAL 7938 Fairview Avenue East SUM 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 CL consonant logo 54 f2R 0<105eeRse 707 W 2nd Avenue Spokane, Washington 99201 P: (509)4554448 www.dci-engineers.com CIVrL / STRU CTURA project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 key plan submittals/revisions BUILDING PERMIT SET 10,31.17 FOUNDATION ONLY PERMIT F1 120517 STRUCTURAL RESUBMITTAL St 1218.17 STRUCTURALRESUBMITTAL S2 01.10.18 STRUCTURAL BIDSET "' 02.0218 BP COORDINAitON 21100%CD SET 03.09.18, ISSUED FOR CONSTRUCTION SET 3 06.15.181 POST BP COBRA TO REV 4 5 08.15.18 drawing title LEVEL 3 STUD AND SHEAR WALL PLAN - SOUTH drawing information DATE 12.06.17 SCALE As indicated DRAWN BSD JOB # 170414/175 copyright trdrZ xmvnani�emna w•m�a��mma`me, �awm Imam. um,'pumtc� mnwiuewaim wm ore.auc. sheet number 1. ATCHLINE :I1-61004BF--- HHUS HGR SL5 1/4x1 2x10 LEDGER W/ PI SDWs2260008 SCREWS @ 16°OG (21 SCREWS AT JOIST PARALLEL BOLT ON CONN PER 17/S5.03, I TYP AT CORNER CONDITION DHU HGR, TY AT 121 HOUR WALL, UNO PSL51/4x117/8 U PSLS 1/4x11 7/6 HHUS HGR DGB HGR, BEAM, PR: BLKG W/ D STUD AT M HGR PSL51/4x11 7/ P LAND/ 6 IDE DBLLATE COMPR:SSION LANDIN< BEAM 12/ LSL1 1/2 TY TYP AT BOLT -ON DECK PSL5 1/4211 7/8, TYP AT BOLT -ON BALCONY 7/8 @ 12'0C 11 7/8"TJI210@1810C TYP AT CORRIDOR II 7/8' TJI 210 016'0C1 TYR,, UNO PSL51/411 7/8, TYP AT BOLT -ON BALCONY 23/32°SHTHG PER PLAN NOTES T/SHTHG= 591-103/4. 0 195'-10" (2) LSL RIM, TYP AT EXT HDR TJI 210 @ 18110C P, UNO 55.02 TYP AT PARTY 0 WALL TYP AT INT UNIT WALL TYP AT PARTY WALL - BOLT -ON BALCONY BY OTHERS 12/ LSL112x11 7/8 RIM JOIST, TYP AT CORRIDOR, UNO 121 LS 121 LSL1 112x117/8 WP HGR, WELDED TO BEAM -4.111 DBL 2x10 BLKG,' ALIGN W/ WALL ABOVE, TYP T/STL = 59'-81/4' /VERIFY W/ FIRE WRAPINGI, TYP (21 LSL RI , AT EXT HFR TYP AT BOLT -ON DECK 23(32'SHTHG PER PLAN NOTES T/SHTHG = 59'-10 3/4' /� 121 LvL RIM, TYP AT EXT NOR WP HGR PSL5 1/4x11 7/8 P PSL51/42117: HUGO HGR DBL JO S STL CANOPY PER SUPPLIER SIM 17 S501 TYP AT INT UNIT WALL DBL JO FLOOR FRAMING PLAN NOTES: HGLT (WELD TO TOP FLANGE PEP MFR RECOMENDATIONSI, PROVIDE 1/4' WEB IFF AT P W10%B0 ITS HGR, P ATSTL BFATUN0 HB HGR WELDED TO BEAM HB HGR WELDED TO BEAM T/STL 59(81/4" (VERIFY W/FIRE WRAPINGI, TYP TYP AT COL W10x3f T/STL = 59981/4" (VERIFY W/ FIRE WRAPING1. BB9 HB HGR WELDED W10x39n TO BEAM 141, 12/ LSL/ 1/2 11 7 1/4 1 7/8 7/B° TJI 1 r @ 1210C PSL51/4x11 7 PSL7211 7/8 PSL5 1/4x7 TVP AT CORRIDOR HHUS HG HUC HOF (WELD PER MFR RECOMENDATIONSI-- --0 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER 5001, S0.02, S0.03 AND S0.04. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. 3. FLOOR SHEATHING PER PLAN AND STRUCTURAL GENERAL NOTES. SHEATHING TO BE GLUED AND NAILED TO FRAMING WITH 0.131" DIA221/2' NAILS @ 6'OC AT PANEL EDGES AND @ 1210C FIELD, UNO, LAY SHEATHING WITH FACE GRAIN (LONG DIRECTION) PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW 1/8" SPACE BETWEEN PANEL ENDS AND EDGES. 4. ALL DUCTS. CHASES AND PIPES SHALL BE PER MECHANICAL,PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. 5. ALL WOOD EXPOSED TO CONCRETE,WEATHER, OR WITHIN 8" OF FINISHED GRADE SHALL BE PRESSURE -TREATED. 6. ALL 2x HANGERS TO BE FACE MOUNT TYPE LUS, UNO. GLULAM, PARALLAM AND MICROLLAM HANGERS AREAS SPECIFIED ON PLAN. 16 JOIST HANGERS TO BE FACE MOUNT SIMPSON IUS TYPE, UNO. ]. HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE(2)2x10 MINIMUM. HEADER SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. SUR/L HGR f9(21 LSL1 1/2211 7/ 8 121 LSL1 1/2x11 7/8 RIM JOIST, TYP AT CORRIDOR, UNO L_ 7/8" 1111210 @ 160C P AT CORRIDOR TYP AT NT UNIT WALL TYP AT PARTY nli WALL (21 LSL RIM, TYP AT EXT HDR TYP AT BOLT -ON DECK BOLT -ON BALCONY BY OTHERS REVIEWED FOR CODE COMPLIANCE APPROVED AUG 24 2018 City of Tukwila BUILDING DIVISION 8. BEAMS ARE FLUSH FRAMED WITH JOISTS UNLESS NOTED OTHERWISE ON DETAILS, OR ON PLANS AS'DB° INDICATING THAT DROPPED BEAM FOAMING IS REQUIRED. BEAM SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. PROVIDE A35 CLIP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES. 9. PROVIDE FULL HEIGHT SOLID BLOCKING OR DOUBLE JOISTS UNDER ALL SHEAR WALLS AND BEARING WALLS. AT SHEAR WALLS PARALLEL TO FRAMING, ALIGN (11 JOIST OVER SHEAR WALL (ADDITIONAL JOISTS MAYBE REQUIRED{. 10. ALL RIM JOISTS AND BLOCKING TO BE 1 12" LSL MINIMUM, UNO. 11. PROVIDE DOUBLE JOISTS AROUND ALL FLOOR AND ROOF OPENINGS GREATER THAN 24' ON ONE SIDE. 12. BEARING STUD, SHEAR WALL, HOLD-DOWN, POST SIZE, AND POST CAP AND BASE REQUIREMENTS BELOW PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. 13. HANGERS PER PLAN SHALL BE ATTTACHED WITH MAX NAILING PER SUPPLIER, UNLESS NOTED OTHERWISE ON PLAN. EVOEWE AU6 24 20:3 REID MIDDLETON, INC. EVISION NO.4 600Fly=O CCi Y CF-i UKW/L// 0005 i 0 20i8 /48/0/ :11T CEi'JT Eli ROOF Q LEVEL 7 4 LEVEL 5 O LEVEL4 LEVEL S LEVEL2 0 LEVEL 4 NOTE: DARKENED LINES DESIGNATE AREA OF WORK, LEVEL 4 FRAMING PLAN - NORTH SCALE: 1/B'= 1'-0' UR3AL ARCHITECTURE UREA N/RURAL 1938 Fairview Avenue East sins too Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com 1- 206-257-0972 66 PE'W / CD Ps"/7G8/3® 707 W 2nd Avenue Spokane, Washington 99201 P:(509)45S-4448 www.dci-engineers.com CIVIL / STRUCTURAGJ ®Cop project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key PI BUILDING P FOUNDATION ONLY PERMIT STRUCTURALRESUBMITTA TRUCTURAL RESUBMIITAL RAL BID SET BP COORDINATION 2/ 100%ND ISSUED FOR CONSTRUCTION SET POST BP CORK 1 TO REV4 18 18 drawing We LEVEL 4 FRAMING PLAN - NORTH drawing information DATE 12.06.17 SCALE As indicated COpyngl DRAWN BSD J09 # 17041-0175 (21 216 STUDS @ 1608 JOIST PERP 2x6 STUDS 16(0C A © 8 0 23L0( 6x8 POST, TYP AT BOLT ON BALCONY —2 6 STUDS@ 16(0C 2x6 STUDS @ 16(0C (2) 016 STUDS @ 160C JOIST PERP 10000 2W 0 19. OT 8(.5 1(2( fEALJ--,21BSALMNY J 25.000 r 648 POST, TYP AT BOLT ON BALCONY 6x8 POST, TYP AT BOLT ON BALCONY 22500 25.00 2W3 L J 23.050 0 23.757 0® 22.580 / r 24.25T 2W2 24 25T 2W3 0 24.2 N STUD BEARING WALL SCHEDULE 121 LEVEL CORRIDOR WALL PARTY WALL III INTERIOR UNIT WALL EXTERIOR WALL 7 2x6 @ 16(0C 2x4 @ 160C 2x4 @ 16(0G 2x6 0 160C 6 2x6 0 16(0C 2x4 @ 160C 2x4 @16(0C 2x6 @ 160C 5 2x6 (2 16(0C 2x4 @ 12°0C 12} 2x4 0 160C 2x6 @ 16(0C 4 2x6 @ 16(0C 2x4 @ 12(0C (21 2x4 0 160C 2x6 @ 16'0C 3 24 @ 160C (2) 2x4 @ 16°0C (2) 2x4 @ 12(0C OR (21 LSL1 1/2x3 1/2 @ 160C 2x6 @ 160C NOTE: ill PARTY WALL CONSIST OE DOUBLE WALLS. SPACING SHOWN tS FOR EACH INDIVIDUAL WALL. 12/ SHAFT WALL TYPICAL A13 PER ARCHITECTURAL SHALL CONSIST OF 2X4 STUDS @ WOG STAGGED ON A 2X6 PLATE, 25000 2W2 0 25.00T / 24 25T 0 w3 \24.250 0 7950T 2W3 19 50T CO r STUD AND SHEAR WALL PLAN NOTES: 24 25T / (2) 2x4 @ 1200( STACK BUNDLE V0/ COtil BELOW, FULL HEIGHT 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01, S0.02,S0.03 AND S0.04. 2. LUMBER GRADE PER STRUCTURAL GENERAL NOTES. 3. ALL INTERIOR NON -BEARING, NON-STRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES. HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY (11 TRIMMER AND (11 KING STUD MINIMUM, UNO. INTERIOR UNIT WALL HEADERS AT LEVELS SHALL HAVE (21 TRIMMER STUDS, UNO. WHERE MORE THAN 11) TRIMMER IS REQUIRED, THE NUMBER OF TRIMMER STUDS SHALL BE NOTED THUS, (E-0. TRIMMERS TO BE CONTINUOUS TO THE POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING. 5. BEAMS SHOVVN ON FRAMING PLAN SHALL BE SUPPORTED BY (2) BUNDLED STUDS MINIMUM, UNO, WHERE MORE THAN 12) BUNDLED STUDS ARE REQUIRED, THE NUMBER OF BUNDLED STUDS SHALL BE NOTED THUS: . BUNDLED STUDS TO BE CONTINUOUS TO THE POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING. 6. SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 19/S5.01. 7. AT STAGGERED STUD WALLS, BUNDLED STUDS, TRIMMER STUDS, KING STUDS AND SHEAR WALL COMPRESSION STUDS ARE TO MATCH THE VVIDTH OF THE WALL PLATES. 8 8 ( 1 2x6 STUDS @ 16(0C JOIST PERP 25 25T 0 08 2W2 (:) 25 25T 2W2 0 70.050 1600T 2W3 ® 10000/ (1) 16000 2W3 16 OOT 6x8 POST, TYP AT BOLT ON BALCONY "4D E..,R BLJ0,1(EIB,ALCONY , M pE TsC, tioLN , BwE 1 REVIEWED FOR CODE COMPLIANCE APPROVED AUG24 2018 City of Tukwila BUILDING DIVISION 8. INDICATES TENSION LOADS REQUIRED (IN KIPS). LOADS SHOWN ARE AT SERVICE LEVEL (ASO). CIRCLED NUMBER INDICATES NUMBER OF STUDS REQUIRED FOR TDS HOLD-DOWN, PLACE HALF ON EACH SIDE OF TDS. WHERE LSL STUDS ARE USED A DIRECT (2) LSL TO 1312x4 SUBSTITUTION MAY BE USED AT CONTRACTOR DISCRETION, 9. TYPICAL HOLD.DOVVN ELEVATION PER 10/S5.01, 4/S5.01 AND 9/S5.01, 10. ANCHOR BOLTS TO BE 5/13( DIA x 7( MINIMUM EMBEDMENT PER 4/S4,04. PROVIDE HOT -DIPPED GALVANIZED ANCHOR BOLTS AT PRESSURE -TREATED SILL PLATES. 11. BEARING WALLS HAVE BEEN DESIGNED TO BE FULL BRACED BY GYPSUM AND WOOD SHEATHING. IF TOP DOWN FINISH IS DESIRED, THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING THE UNBRACED CONDITION OF THE STUDS UNTIL THE SHEATHING IS APPLIED. 12. TYPICAL DETAILS PER: 1/S5.01 TYPICAL INTERIOR STAIRWELL ELEVATION 3/S5.01 TYPICAL STUD WALL OPENING (HEADER) DETAIL 5155.01 TYPICAL TOP PLATE SPLICE DETAIL 10/S5.01 TYPICAL SHEAR WALL ELEVATION 4/S5.02 FIRE CLOSET AT SHEARWALL 15/S5.03 TYPICAL HOLES AND NOTCHES IN VVOOD STUDS INDICATES LOCATION OF HOLD-DOWN--4,N1 ri)) EVI1 EWE [i-)) J 11 AUG 24 2n REID MIDDLETON, INC. REVISION NO, 4 RE0EIVED CITY OF TUKVOD,-, AT!, 6 202 PERMIT GENII ER ROOF • LEVEL 7 LEVEL 6 LEVEL 3 LEVEL 2 LEVEL I NOTE: DARKENED LINES DESIGNATE AREA OF WORK. URBALO ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East sum loo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com r 206-257-0972 16 n ERSo 707 W 2nd Avenue Spokane, Washington 99201 19: (509)455-4448 www,dckengineers.com / STFZUCTURAL Ockpkv110/,017 ow(0.0 co,(0rEw, 4E. Ea W./le:Ewa pro/eclnamn STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submittals/revisions BUILDING PERMIT SET FOUNDATION ONLY PERMIT STRU670RALRESUBMSEAL STRU666RALRESUOIOIITAL STRUCTURAL BID SET BP066ROIIOIiOIIZiIOOSCOSET ISSUED FOR CONSTRUCTION SET POST BP CORR. 1 TO REV 4 10.31.1F1 12.06.171 12.18.17 01.10.181 02.0/18 03.09.18 0616.18 08.15.18 drawing Ole LEVEL 4 STUD AND SHEAR WALL PLAN - NORTH drawing information DATE 12.06,17 SCALE 45 indicated DRAWN BSD JOB# 7041-0175 ynght ==»1= ==k7)71a1' sheet number S1.04AW LEVEL 4 STUD AND SHEAR WALL PLAN - NORTH 50066 1/8. k 2x10 ®16"0C-I —HHUS HGR — 2x10 LEDGER W/ (4) SDWS22600DB SCREWS ®WOG (21 SCREWS AT JOIST PARALLEL PSL5 1 4 11 7/8 PSL51/4x11 7 PSLS 1/4x11 718 DHU HGRTYP (2) HOUR WAL UNO SL3 /2x9 1/4 DGB HGR, TY7 LANDIN BEAM, RO nEDBL PLATEBLKG * /DEL COMPR SSISTUD Ai MID 1ANDIN : BEAM HG TYP AT BOLT -ON DECK 117/8"III 210@16'OC TYP, UNO SHTHG NOTES 59'-103/4" TYP AT PART" WALL 12) LSL RIM, TYP AT EXT HDR TYP AT INT UNIT WALL TJI 210410OC CORRIDOR TYP AT PARTY WALL (21 LSL1 1/2x11 7/8 RIM JOIST, TYP AT CORRIDOR, UNO 23/32' SHTHG PER PLAN NOTES T/SHTHG=59'-103/4" PSL51/4x11 7/8, TYP AT BOLT -ON BALCONY 11 7/F TJI210 TYP, UNO PSL5 1/4x11 7/8, TYP AT BOLT -ON BALCONY BOLT -ON BALCONY BY OTHERS DEL JOIS C516x4'-O" TOP PLATS SPLICE AT FIREWALL 0x39 FIREWALL (2) LSLI 1/2x11 7/8 DBL2x ALIGN ABOVE KG, ALL CS16x4'-O" TOP PLATE SPLICE AT FIREWALL FIREWALL CS16x4'-0" TOP PLATE SPLICE AT FIREWALL FLOOR FRAMING PLAN NOTES: 200 ®t¢" T/STL = 59'-81/4" (VERIFY W/ FIRE WRAPING), NP HB HGR WELDED TO B•M HUC HG(WELD PER MFR RECOME RATIONS) TYP TS HGR TYP m LSL I 1/2 TYP AT BOLT -ON DECK PS 51/4x1 7B /4x11 7/8 TYP AT INT UNIT WALL 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01, S0.02, S0.03 AND S004, 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. 3, FLOOR SHEATHING PER PLAN AND STRUCTURAL GENERAL NOTES. SHEATHING TO 8E GLUED AND NAILED TO FRAMING WITH 0.131" DIAx21/2' NAILS w 6"OC AT PANEL EDGES AND ®12'OC FIELD, UNO. LAY SHEATHING WITH FACE GRAIN ILONG DIRECTION) PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW 1/8" SPACE BETWEEN PANEL ENDS AND EDGES. 4. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICALPLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. 5. ALL WOOD EXPOSED TO CONCRETE, WEATHER, OR WITHIN 8' OF FINISHED GRADE SHALL BE PRESSURE -TREATED. 6. ALL 2x HANGERS TO BE FACE MOUNT TYPE LUS, UNO. GLULAM, PARALLAM AND MICROLLAM HANGERS ARE AS SPECIFIED ON PLAN. "I" JOIST HANGERS TO BE FACE MOUNT SIMPSON IUS TYPE, UND, 7. HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE(2)2x10 MINIMUM. HEADER SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. 1 ]/B" TJI 210 B 100C PATCORRIDOR SL5 1/4571010'b"OC 1AX, 1YP AT CORRIDOR (2) LSL1 1Rx11 7/8 RIM JOIST, IYP AT CORRIDOR, UNO BOLT -ON BALCONY BY OTHERS TYP AT PARTY WALL TYP AT INT UNIT WALL BOLT -ON BALCONY BY OTHERS (2) LSL RIM, TYP AT EXT HDR TYP REVIEWED FOR CODE COMPLIANCE APPROVED AUG 24 201E City of Tukwila BUILDING DIVISION 8. BEAMS ARE FLUSH FRAMED WITH JOISTS UNLESS NOTED OTHERWISE ON DETAILS, OR ON PLANS AS'DB. INDICATING THAT DROPPED BEAM FRAMING IS REQUIRED, BEAM SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. PROVIDE A35 CLIP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES. 9. PROVIDE FULL HEIGHT SOLID BLOCKING OR DOUBLE JOISTS UNDER ALL SHEAR WALLS AND BEARING WALLS. AT SHEAR WALLS PARALLEL TO FRAMING, ALIGN (1) JOIST OVER SHEAR WALL (ADDITIONAL JOISTS MAY BE REQUIRED(, 10. ALL RIM JOISTS AND BLOCKING TO BE 1 1/2" LSL MINIMUM. UNO. 11, PROVIDE DOUBLE JOISTS AROUND ALL FLOOR AND ROOF OPENINGS GREATER THAN 24. ON ONE SIDE, 12, BEARING STUD, SHEAR WALL, HOLD-DOWN, POST SIZE, AND POST CAP AND BASE REQUIREMENTS BELOW PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. t 3. BANGERS PER PLAN SHALL BE ATTTACHED WITH MAX NAILING PER SUPPLIER, UNLESS NOTED OTHERWISE ON PLAN. EEVDEWE[ AUG 24 22:3 REID MIDDLETON, INC. REVISION NO. 4 C AUG iE2013 PERMIT CENTER ROOF $ NOTE: LEVEL] LEVEL 6 LEVEL 5, LEVEL4 LEVELS , LEVEL2 LEVEL 1 DARKENED LINES DESIGNATE AREA OF WORK. LEVEL 4 FRAMING PLAN - SOUTH SCALE: 1/B' = 1'0' URSALs. ARCHITECTURE URBANIGURAL 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture,com T 206-257-0972 trlAr ll�ryRS9xNy o w" ,,,,, Cs F' rSIONAL consultant logo 0VV /20 G3F04-'n G/R M6 707 W 2nd Avenue Spokane, Washington 99201 P: (509)455-4448 www.dci-engineers.com CIVIL / STRUCTURAL ©0.65 0.17 am comersmo Enc. aaNnis Reserved project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA98188 key plan submittals/revisions BUILDING PERMITS 10.01.17 FOUNDATION ONLY PE RMR 1 1206.t7 STRUCTURAL RESUBMrRAL 51 1218,17 STRUCTURALRESIRMRTAL 2 01.10.18 STRUCTURAL BID SET /81\ 02.02.18 BP COORDINATION 2/100%CD SET 03.09.18 BSUED FOR CONSTRUCTION SE7 3 06.15.18 POST BP OR TO REV 4 5 08.18.18 dmwing tine LEVEL 4 FRAMING PLAN - SOUTH drawing information DATE 12.06.17 SCALE As indicated :DRAWN BSD I J08 0 17041-0175 1 copyright Ipw 1p` ud aA A „n Prrc. m 1 e mt... ' 10 sheet n umbero 0 0 0 6x9 POST, TYP AT BOLT ON BALCONY 12 2x6 STUDS @ 16'0C JOIST PERP 2x6 STUDS @ 16"oC x6 STUDS @ 16'0C 2x6 STUDS @ 16°0C 1212x6 STUDS @ 16'0C JOIST PERP 2W3 0 19.25T 2W3 19.50T 0 2425T 0 2 5.75T 2W 800T 1 ® 2W ® mT 3 FIREWALL © 20.25T 2025 2W3 1 STUD BEARING WALL SCHEDULE (2) LEVEL CORRIDOR WALL PARTY WALL (1) INTERIOR UNIT WALL EXTERIOR WALL 7 2x6016"OC 2x4016"0C 2x4@16°0C 2x6016.0C 6 2x6011000 2x4016.00 2x4016'00 2x6 916.00 5 2,6 @ 16°0C 2x4 612°0C (2) 2x4 @ 16OC 2x6 @ 16'0C 4 2x6@16,0C 294012.00 (2)24401600 2x6016°00 3 2x6@16.0C 12)2x4@16"OC (2) 2x4@ 12'0C OR 12/ LSL1 12x31/2 @ i6"OC 2x6@t6°OC NOTE: 11) PARTY WALL CONSIST OF DOUBLE WALLS. SPACING SHOWN IS FOR EACH INDIVIDUAL WALL. (2) SHAFT WALL TYPICAL A13 PER ARCHITECTURAL SHALL CONSIST OF 2X4 STUDS @ 8'0C STAGGED ON A 2X6 PLATE. BOLT -ON BALCONY BY OTHERS 22,1" 195,10" STUD AND SHEAR WALL PLAN NOTES: 8 1825T STACK BUNDLE W/COL BELOW, FULL HEIGHT— /-2x6 STUDS @ 16"OC 2W 19.25T 475T a 2.75T 2 2 6 8 POST, TYP AT LT ON BALCONY ® 1875 ® 1875T 2W .00T to 2W3 10 1650T ® 19.50T O 2W3 12.75T 2.75T SOOT .75T 12 2W2 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01, 5002,50.03 AND S004. 2. LUMBER GRADE PER STRUCTURAL GENERAL NOTES. 3. ALL INTERIOR NON -BEARING, NON-STRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES. HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY (1) TRIMMER AND (1) KING STUD MINIMUM, UNO. INTERIOR UNIT WALL HEADERS AT LEVEL 3 SHALL HAVE (2) TRIMMER STUDS, UNO. WHERE MORE THAN (1) TRIMMER IS REQUIRED, THE NUMBER OF TRIMMER STUDS SHALL BE NOTED THUS: TRIMMERS TO BE CONTINUOUS TO THE POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING. 5. BEAMS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY 12) BUNDLED STUDS MINIMUM, UNO. WHERE MORE THAN 121 BUNDLED STUDS ARE REQUIRED, THE NUMBER OF BUNDLED STUDS SHALL BE NOTED THUS: •-`J3 . BUNDLED STUDS TO BE CONTINUOUS TO THE POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING. 6. SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 19/S501. ]. AT STAGGERED STUD WALLS, BUNDLED STUDS, TRIMMER STUDS, KING STUDS AND SHEAR WALL COMPRESSION STUDS ARE TO MATCH THE WIDTH OF THE WALL PLATES. 8. 2 `—BOLT BA CONY BY OTHERS (2) 2x6 STUDS @ 16"OC JOIST PERP- 16.25T 2875T BOLT -ON BALCONY BY OTHERS REVIEWED FOR CODE COMPLIANCE APPROVED AUG 24 2018 City of Tukwila BUILDING DIVISION X.X INDICATES TENSION LOADS REQUIRED UN KIPS). LOADS SHOWN ARE AT SERVICE LEVEL (ASD). CIRCLED NUMBER INDICATES NUMBER OF STUDS REQUIRED FOR TDS HOLD-DOWN, PLACE HALF ON EACH SIDE OF TDS. WHERE LSL STUDS ARE USED A DIRECT (2) LSL TO (3) 2x4 SUBSTITUTION MAY BE USED AT CONTRACTOR DISCRETION. 9. TYPICAL HOLD-DOWN ELEVATION PER 10/S501, 4/S5.01 AND 9/S6.01. 10. ANCHOR BOLTS TO BE 5/8°DIAx 7° MINIMUM EMBEDMENT PER 4/S4.04. PROVIDE HOT -DIPPED GALVANIZED ANCHOR BOLTS AT PRESSURETREATED SILL PLATES. 11. BEARING WALLS HAVE BEEN DESIGNED TO BE FULL BRACED BY GYPSUM AND WOOD SHEATHING. IF TOP DOWN FINISH IS DESIRED, THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING THE UNBRACED CONDITION OF THE STUDS UNTIL THE SHEATHING IS APPLIED. 12. TYPICAL DETAILS PER: 1/S501 TYPICAL INTERIOR STAIRWELL ELEVATION 3/S5.01 TYPICAL STUD WALL OPENING (HEADER) DETAIL 5/S601 TYPICAL TOP PLATE SPLICE DETAIL 1045.01 TYPICAL SHEAR WALL ELEVATION 4/S5.02 FIRE CLOSET AT SHEARWALL 15/55,03 TYPICAL HOLES AND NOTCHES IN WOOD STUDS INDICATES LOCATION OF HOLD OOWN-m EVoEWE AUG 2 4 2;;,L RE ID MIDDLETON, INC. REVISION NO, A. NECETV CITY OF TN AViLA. AU3i62010 PERMIT CENTER NOTE: ROOF LEVEL ] LEVEL 6 LEVEL 5 LEVEL 4 LEVEL3 LEVEL 2 LEV DARKENED LINES DESIGNATE AREA OF WORK LEVEL 4 STUD AND SHEAR WALL PLAN - SOUTH SCALE: 1/8'=1.-0' i U RBAL1e ARCHITECTURE! URBANIRURAL 1938 Fairview Avenue East SUITE loo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 - c ° �16 O 6NAt4 G$ . consultant logo f�t�vetna¢ 866186o686E8589 707 W 2nd Avenue Spokane, Washington 99201 P. (509)455-4448 www.dci-engineers.cwn CIVIL / STR UGTURAL project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submittals/revisions BUILDING PERM IT SET 10.31.17 FOUNDATION ONLY PERMR Pi 12A6.17 STRUCTURAL RESUBMOTAL 1 12.18.17 STRUCTURALRESUBMOTAL 2 01.10.18 STRUCTURAL BIDSET /81� 02.0218 BP C00ROINATI0N2I10056COSEi 03.09.18 ISSUED FOR CONSTRUCTION SET 06.15.18 POSTBP CORR.I TO REV 4 /5\ 8215.18 drawing title—_._.._ LEVEL 4 STUD AND SHEAR WALL PLAN - SOUTH drawing information DATE 12.06.17 SCALE As indicated ORAWN BSD JOB# 17041-0175 copyright 0.6 avamy,gn�wamne sm�'bnya mreu�mc��i�inoa,����,a.,mmimamm'mn pmwavw..xare�diwa:m'na a , tomvma�C: ysheet 1a number ATCHLINE HHUS HGR BOLT ON CONN PER 17/S503, PSL51/4x117/8, TYP AT CORNER CONDITION 2x10 LEDGER W/ 141 SDW522600D8 DHU HGR, TYP SCREWS 016°0C AT (21 HOUR 12/SCREWS AT WALL, UNO JOIST PARALLEL PSL51/4x117/8 LSL3 1/2x 1 m I IMPIEr 117- 0M HHUS HGR SL51/4x S 1/2xs DGB HGR, BEAM, PRG1 BLKG W/ DQ STUD ATM HGR LATE SSIAN BEAM 23'A' TYP AT BOLT -ON DECK PSL5 1/4x11 7/e, TYP AT BOLT -ON BALCONY 11 7/8°TJI210016"OC TYP AT CORRIDOR 11 7/8' TJI 210 TYP, UNO m PSL51/4x11 7/8, TYP AT BOLT -ON BALCONY 23/32' SHTHG PER PLAN NOTES T/SHTHG = 6954 3/4' TYP AT PARTY WALL TYP AT PARTY WALL -54 /' 12) Lk RIM, TYP AT N HDR 195'-10° (21 LSL RIM, TYP AT EXT HDR TYP AT BOLT -ON DECK 14"61/0 8'-512° 1 17'0 BOLT -ON BALCONY BY OTHERS TYP AT INT UNIT WALL 11 7/8TJI210016.0C TYP, UNO 12) LSL1 1/2xi1 7/8 RIM JOIST, TYP AT CORRIDOR, UNO TYP AT INT UNIT WALL 12)LSL RI ,TYP ATEXFH R FLOOR FRAMING PLAN NOTES: NL PSLS /4,17 DHU HGR, TY ALLW (2) tj9UR W0 - 21 LSL1 PSL51/4x117/: ) LSL3 1/2x11 7/atCS14x8'-0" W/ n (21 LSL1 1/2x11 7/8 2x BLKG Li PSL5 1/4x7 TYP AT CORRIDOR HU212 HGR O n 0 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S001, S0.02, S0.03 AND S0.04. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. 3. FLOOR SHEATHING PER PLAN AND STRUCTURAL GENERAL NOTES. SHEATHING TO8E GLUED AND NAILED TO FRAMING WITH 0.131' DIAx2 1/2' NAILS ®6°OC AT PANEL EDGES AND ®12"OC FIELD, UNO. LAY SHEATHING WITH FACE GRAIN (LONG DIRECTION) PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS, ALLOW 1/8" SPACE BETWEEN PANEL ENDS AND EDGES. 4, ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL,PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. 5. ALL WOOD EXPOSED TO CONCRETE,WEATHER, OR WITHIN 8' OF FINISHED GRADE SHALL BE PRESSURE -TREATED 6. ALL 2x HANGERS TO BE FACE MOUNT TYPE LUS,UNO. GLLLAM, PARALLAM AND M/CROLLAM HANGERS ARE AS SPECIFIED ON PLAN. "I" JOIST HANGERS TO BE FACE MOUNT SIMPSON IUS T(PE, UNO. 7. HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE (2) 2x10 MINIMUM. HEADER SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. 121LSL1 1/2x117R-. LSL1 1/2x11 7/8 12) LSL1 1/2x11 7/8 RIM JOIST, TYP AT CORRIDOR, UNO TYP AT NT UNIT WALL TYP AT PARTY WALL (2/ LSL RIM, TYP AT EXT HDR TYP AT BOLT -ON DECK BOLT -ON BALCONY BY OTHERS MATCHLINE REVIEWED FOR CODE COMPLIANCE APPROVED AUG 242818 City of Tukwila BUILDING DIVISION 8. BEAMS ARE FLUSH FRAMED WITH JOISTS UNLESS NOTED OTHERWISE ON DETAILS, DR ON PLANS AS "DB° INDICATING THAT DROPPED BEAM FRAMING IS REQUIRED. BEAM SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. PROVIDE A35 CLIP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES. 9. PROVIDE FULL HEIGHT SOLID BLOCKING OR DOUBLE JOISTS UNDER ALL SHEAR WALLS AND BEARING WALLS. AT SHEAR WALLS PARALLEL TO FRAMING, ALIGN (1/ JOIST OVER SHEAR WALL (ADDITIONAL JOISTS MAY BE REQUIRED). 10. ALL RIM JOISTS AND BLOCKING TO BE 1 1/2° LSL MINIMUM, UND, 11. PROVIDE DOUBLE JOISTS AROUND ALL FLOOR AND ROOF OPENINGS GREATER THAN 24. ON ONE SIDE. 12. BEARING STUD, SHEAR WALL, HOLD-DOWN, POST SIZE, AND POST CAP AND BASE REQUIREMENTS BELOW PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. 13. HANGERS PER PLAN SHALL BE ATTTACHED WITH MAX NAILING PER SUPPLIER, UNLESS NOTED OTHERWISE ON PLAN, REVISION NO,A CITY OF IC!(ERI..? AU3 i & 20E8 PERMIT CENTER NOTE: ROOF LEVEL? LEVEL 6 LEVELS LEVEL 4 LEVEL 3 „ LEVEL2 LEVEL( , DARKENED LINES DESIGNATE AREA OF WORK. LEVEL 5 FRAMING PLAN - NORTH SCALE: lie =I'-0' UPBALt. ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East :n,TE,00 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 .', 0.1A1,`Crl consultant logo Avenue 707 W 2nd Spokane, Washington 99201 P: (509)455-0448 www.dci-engineers.com CIVIL_ / STRUCTURAL, ®uq mIanSr oamlo co„ve,ssw bc. PI Mls Reamed project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan sobmittals/revisions BUILDING PERM 10.81.17 FOUNDATION ONLY PER MD /r'\ 1206.17 (STRUCTURAL RESOBMITTAL Si 1218.11 STRUCTURALRESUBMITTAL 52 01.1048 STRUCTURAL BIO SET 1 02.02.18 BP COORDINATION 2 / 100%CD SET 03.09.18 ISSUED FOR CONSTRUCTION SET/ \ 06,1516 POST BP CORR. I TO REV 4 �08.18.18 drawing title LEVEL 5 FRAMING PLAN - NORTH drawing information DATE 12.06.17 SCALE As indicated DRAWN BSD JOB# 17041-0175 copyright oromalaa7aane ma�nn mw�'ca�iuiammoao, mrt�nsmandp�� a nm n�earyaptdia w11M m/ heat mbe��euc. r 1. 6)0 POST, TYP AT BOLT ON BALCONY 2x6 STUDS @ 16)0C 2x6 STUDS@ 16.0C 11.75T 2x6 STUDS @ 1MOC W2 195)-10° 23)-0. J 00 L 14x6 IR. 8.-5 MT /1,T.glesam" A' (1) 0 CD CD J 1.1.7 14,50T (:) 14050 ® 913 0 14.75T ,4,50T 2A13 14 75T 2W3 2w3 \r• 11.75T 13 75T 14.75T 0 13 75T / 8 8 r 6,6 POST, TYP AT BOLT ON BALCONY EFS POST, TYP AT BOLT ON BALCONY 00 STUD BEARING WALL SCHEDULE (2) LEVELCORRIDOR WALL PARTY WALL M INTERIOR UNIT WALL EXTERIOR WALL 2x6 0 1600 2x4 @ 16I0C 224 816)OC 2x6 0 16I0C 6 2x6 0 1600 2x4 0 1610C 224 816"0C 246 0 16.0C 5 2x6 @ 16"OG 2x4 @ 1200. (21 224 0 16.0C 2x6 @ 16°0C 4 2x6 @ 16)0C 2x4 @ 12"OG (2) 2x4 @ 16.0C 2x6 0 16°0C 3 MO 160C (21224 @ MIOC (21 2x4 @ 12"0C OR (2) LSO 1/2x3 1/2 @ ISOC 2x6 0 1MOC NOTE: (1) PARTY WALL CONSIST OF DOUBLE WALLS. SPACING SHOWN IS FOR EACH INDIVIDUAL WALL. I21 SHAFT WALL TYPICAL A13 PER ARCHITECTURAL SHALL CONSIST OF 2X4 STUDS @ MOC STAGGED ON A 2X6 PLATE. 2W3 L 0 14,75R 0L_L_PL7.87" STUD AND SHEAR WALL PLAN NOTES: 0 12.75T 2W3 13.75T 0 1, STRUCTURAL GENERAL NOTES. DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0,01, S0.02.S0.03 AND 4004. 2, LUMBER GRADE PER STRUCTURAL GENERAL NOTES. 3. ALL INTERIOR NON -BEARING, NON-STRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 4, HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY II/ TRIMMER AND IN KING STUD MINIMUM, ONO. INTERIOR UNIT WALL HEADERS AT LEVEL 3 SHALL HAVE (2) TRIMMER STUDS, UNO. VVHERE MORE THAN (11 TRIMMER IS REQUIRED, THE NUMBER OF TRIMMER STUDS SHALL BE NOTED THUS: .50. TRIMMERS TO BE CONTINUOUS TO THE POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING. 5, BEAMS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY (2) BUNDLED STUDS MINIMUM, UNO. WHERE MORE THAN (2) BUNDLED STUDS ARE REQUIRED, THE NUMBER OF BUNDLED STUDS SHALL BE NOTED THUS: BUNDLED STUDS TO BE CONTINUOUS TO THE POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING, 6, SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 19/05.01. 7. AT STAGGERED STUD WALLS, BUNDLED STUDS, TRIMMER STUDS. KING STUDS AND SHEAR WALLCOMPRESSION STUDS ARE TO MATCH THE WIDTH OF THE WALL PLATES. 6.-2 1/2° 0 S TYP 34511° 5/5 2x6 STUDS@ 16IOC JOIST PERP- OOT 2W3 0 REVIEWED FOR CODE CCIviPLIANCE APPROVED AUG24 2018 City ofTukwila BUILDING DIVISION 8. '.7---C2---(1)a INDICATES TENSION LOADS REQUIRED (IN KIPS). LOADS SHOWN ARE AT SERVICE LEVEL IASD), CIRCLED NUMBER INDICATES NUMBER OF STUDS REQUIRED FOR TDS HOLD-DOWN, PLACE HALF ON EACH SIDE OF TDS. WHERE LSL STUDS ARE USED A DIRECT (2) LSL TO (3) 2x4 SUBSTITUTION MAY BE USED AT CONTRACTOR DISCRETION. 9. TYPICAL HOLD-DOWN ELEVATION PER 10/S5.01, 4/S5.01 AND 9/S5.01, 10. ANCHOR BOLTS TO BE 5/8. DIA x 7° MINIMUM EMBEDMENT PER 4/S4.04. PROVIDE HOT -DIPPED GALVANIZED ANCHOR BOLTS AT PRESSURE -TREATED SILL PLATES. 11, BEARING WALLS HAVE BEEN DESIGNED TO BE FULL BRACED BY GYPSUM AND WOOD SHEATHING, IF TOP DOWN FINISH IS DESIRED, THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING THE UNBRACED CONDITION OF THE STUDS UNTIL THE SHEATHING IS APPLIED. 12. TYPICAL DETAILS PER: 1/S5.01 TYPICAL INTERIOR STAIRWELL ELEVATION 3/S5.01 TYPICAL STUD WALL OPENING (HEADER) DETAIL 5/55.01 TYPICAL TOP PLATE SPLICE DETAIL 10/S5.01 TYPICAL SHEAR WALL ELEVATION 4/S5.02 FIRE CLOSET AT SHEARWALL 15/S5.03 TYPICAL HOLES AND NOTCHES IN VVOOD STUDS INDICATES LOCATION OF HOLD-DOWN----Nl -0EVOEWIEn 855 2 2013 11:2 REID MIDDLETON, INC. REVISION NO. 4- EC..EIVEED CITY Of' TUKWILA Ai/3 18 2313 PEiWIT CENTER ROOF s LEVEL 7 LEVEL 6 • LEVEL 5 0 LEVEL 4 s LEVEL 3 0 LEVEL 2 s LEVEL 1 s NOTE: DARKENED LINES DESIGNATE AREA OF WORK. LEVEL 5 STUD AND SHEAR WALL PLAN - NORTH SCALE: 1/13) ILIT ,44 I URBALO I ARCH ITECTU RE ORBANiRURAL 1938 Fairview Avenue East SUITE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.corn r 206-257-0972 4. C 8424, : th %. 41, VO,2,(1,314, consultant logo • 707 W 2nd A''''ven'n' u E'F"'-'8 Spokane, Washington 99201 P: (509) 455-4448 www dci-engineers corn CI Cupp,MICV.2017 Orm).442weamob4 /01042, Pe* REF ASE SS E a5aEliaSt::: project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submrttals/reemons MAULING PERMIT SET 50,51,17 FOUNDATION ONLYPERIOIT A 12.06.17 STRUCTURAL RESUBM AL , 12.18.17 STRUCTURAL RESUBMI A 01.10.18 STRUCTURAL BIB SET A 02.02.18 BF COORDINATION 2 /100%Cg SET 03.09.18 ISSUED FOR CONSTRUCTION SET 0 06.15.18 POST BP CORR. 1 TO REV 4 5 08.15.18 drawing title LEVEL 5 STUD AND SHEAR WALL PLAN - NORTH drawing information DATE 12.08.17 SCALE As indicated DRAWN BSD JOB # 17041-0175 copyright yam ma Km KM UtalOrtitoare.P1.1.0 mew carmon raw ,cogtt =law e'lcorpor:42==.1,1r,E=ZurePlIC's arma prea,c/m)(mmi ;Imo m (nod mAcka in pin wl.AlhavadIen auNonzatnnuttl.Prchrlern PLLC S 1 __. sheet number 6 05AW UREALO ARCHITECTURE URBANIRURAL 0 MATCHLINE PSL5 1/4x11 7/8 HHUS HGR 2x10 LEDGER W/ (4) SW/5226000B DHU HGR TYP SCREWS@ 16181 12) HOUR WALL (2) SCREWS AT UNO JOIST PARALLEL S 3 1/ 9 1/4 PSLS 1/1811 7/8 2 10 @ 16-0C ta r SA' 110111 ''"' 2x10 @ 160C t.E1 ill 'milk 4_ lairAgbille1111611111Pureina11111 ii P.4 Ili. . i,x9 its, LSL3 "LTH"---JS 5 1/4x11 7/- 49 A DGB HGR, N TY LANDI BEAM, RO 4aE DBL 18 PLATE LKG ,.. / DBL COMPR SS/ I- STUD A 11 IMID LANDIN , BEAM HG 1/44411 7/8 121 RIM, AT E HDR 23/32' PER P T/SHITIG TYP AT BOLT -ON DECK SHTHG N NOTES 69,4 SO" 11 7/8" TYR A TYP AT PARTY WALL 12) LSL RIM, TYP AT F HDR TYP AT INT UNITWALL TJI 210 @ 190C CORRIDOR TYP AT PARTY WALL 121 LSL1 1/2x11 7/8 RIM JOIST, TYP AT CORRIDOR, UNO 11 7/8- TJ1 210 @ P, UNO PSL5 1/4111 7/8, TYP AT BOLT -ON BALCONY PSL5 1/4x11 7/8, TYP AT BOLT -ON BALCONY — BOLT -ON BALCONY BY OTHERS CS16,O'11TOP PLATE SPLICE AT FIREWALL CS16x4I0- TOP PLATE SPLICE AT FIREWALL lir MP CS16x4--0- TOP PLATE SPLICE AT FIREWALL FLOOR FRAMING PLAN NOTES: 17 2x10 @ 1610C IILSL3 7 2x BLKG 18 L5 1/4x11 /8 MS 14883 HU2I2 HGR a -121 LSL1 1 /2x11 7/8 LSL..3 1/2x11 1-5 11 II 'TIOH:SL5 1/4x11 7/8l MSTC48133 t TYP AT BOLT -ON DECK /4x11 7/8 TYP AT INT UNIT WALL sx9.9--21 11 7/8191210 @ 16-0C TYP AT CORRIDOR PSL5 1 /4x7 @102180C MAX, TYP AT CORRIDOR LSL1 1/2 11 7/8 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01, 50.02. S0.03 AND S0.04. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. FLOOR SHEATHING PER PLAN AND STRUCTURAL GENERAL NOTES SHEATHING TO BE GLUED AND NAILED TO FRAMING WITH 0.131' DIAx2 1/2" NAILS@ FOC AT PANEL EDGES AND @ 12-0C FIELD, UNO. LAY SHEATHING WITH FACE GRAIN (LONG DIRECTION) PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW 1/8' SPACE BETWEEN PANEL ENDS AND EDGES. (2) LSO 1/2x11 7/8 RIM JOIST, TOPAT CORRIDOR, UNO --- BOLT-ON BA CONY BY OTHERS P AT PARTY WALL TYP AT NT UNIT WALL BOLT-ON BALCONY BY OTHERS 12) LSL RIM, TYP AT EXT HDR R7,2VIEWED FOR CODE CCMPLIANCE APPROVED AUG24 2018 City of Tukwila BUILDING DIVISION 8. BEAMS ARE FLUSH FRAMED WITH JOISTS UNLESS NOTED OTHERWISE ON DETAILS, OR ON PLANS AS "DB- INDICATING THAT DROPPED BEAM FRAMING IS REQUIRED. BEAM SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. PROVIDE A35 CLIP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES, 9. PROVIDE FULL HEIGHT SOLID BLOCKING OR DOUBLE JOISTS UNDER ALL SHEAR WALLS AND BEARING WALLS. AT SHEAR WALLS PARALLEL TO FRAMING, ALIGN (1) JOIST OVER SHEAR WALL (ADDITIONAL JOISTS MAY BE REQUIRED). 10. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. 11. 5. ALL WOOD EXPOSED TO CONCRETE, WEATHER, OR WITHIN 8" OF FINISHED GRADE SHALL BE PRESSURE- TREATED. 12. 5. ALL 2x HANGERS TO BE FACE MOUNT TYPE LUS, UNO, GLULAM, PARALLAM AND MICROLEAM HANGERS ARE AS SPECIFIED ON PLANO" JOIST HANGERS TO BE FACE MOUNT SIMPSON IUS TYPE, UNO. 13. HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE (2) 2210 MINIMUM, HEADER SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW, ALL RIM JOISTS AND BLOCKING TO BE 1 1/2' LSL MINIMUM, UNO. PROVIDE DOUBLE JOISTS AROUND ALL FLOOR AND ROOF OPENINGS GREATER THAN 24° ON ONE SIDE. BEARING STUD, SHEAR WALL, HOLD-DOVVN, POST SIZE, AND POST CAP AND BASE REQUIREMENTS BELOW PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW, HANGERS PER PLAN SHALL BE ATI-I-ACHED WITH MAX NAILING PER SUPPLIER, UNLESS NOTED OTHERWISE ON PLAN. -0)EVIIEWEIN J1\ AUG 24 2E2 REID MIDDLETON, INC. REVISION NO. 4- Gip/ OF TUK A13.3 i 6 2266 1ERm22 CENTER ROOF eo LEVEL 7 LEVEL 6 LEVEL 5 LEVEL 4 LEVEL 3 4, LEVEL 2 NOTE: DARKENED LINES DESIGNATE AREA OF WORK. 1938 Fairview Avenue East :unsioo Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture,com T 206-257-0972 ansonessse 707 W 2nd Avenue Spokane, Washington 99201 P: (509) 455-4448 www.dokengineersoom / C09yr0110/107 Uknato Conversano AAPE91.... pro/e6500loe STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan BUILDING PERMIT SET POONA 960850 STRUG N ONLY PERMIT 1531.17 12.06.17 AM =I AVE ED 550959960L010901 A 02.02.15 BP COORDINATION 2 / 10% CO SET 03.09.18 ISSUED FOR CONSTRUCTION SETA 06.15.18 AMI IC El ,LREOUBMIE00, 0.060999300186 POST BP CORR.1 TO REV EVEL 5 FRAMING PLAN - SOUTH drawing information DATE SCALE 12.06.17 As indicated DRAWN BSD JOB # 17041-0175 copyright flp. in this avarnall.PA ewe.. met/rem. inertmerl olUe/1 anarturennen praz....11.tobe usad mt. name/ ono.. unmenneeure sheet number S1.05BF LEVEL 5 FRAMING PLAN - SOUTH SCALE 1/8- V-0- 2x6 STUDS @ 160C 2x6 STUDS @ 16"OC 2x6 STUDS @ 16'0C O 11.75T 6x8 POST, TYP AT BOLT ON BALCONY 15.-0° o 1000T 6'-0 STUD BEARING WALL SCHEDULE 12{ LEVEL CORRIDOR WALL PARTY WALL (11 INTERIOR UNIT WALL EXTERIOR WALL 7 2x6016.0C 2x4016'OC 2x4016.0C 2x6@/6°OC 2x6@16'OC 2x4@16°OC 2x4016°0C 2x6@ 16°0C ® 2x6@16°OC 2x4@12"OC 121204016"0C 206016'00 4 2x6 ®16'OC 2x4 012"OC 12) 2x4 @ 16"OC 2x6 016°OC 3 2x6 @ 16°OC (2) 2, 40,16°0C (2) 2x4 a 12°0C OR (2) LSL1 1/2x31/2 @ 16.0C 2x6916'OC NOTE: (1) PARTY WALL CONSIST OF DOUBLE WALLS. SPACING SHOWN IS FOR EACH INDIVIDUAL WALL. (2) SHAFT WALL TYPICAL A13 PER ARCHITECTURAL SHALL CONSIST OF 2X4 STUDS @ 8°0C STAGGED ON A 2X6 PLATE. FIRE WALL ® 1225C 14.75T FIREWAL —BOLT-ON BALCONY BY OTHERS 22' STUD AND SHEAR WALL PLAN NOTES: ® 11.75T W2 475T 6 BPOST,TYPAT BOLT ON BALCONY s'a 1/2' STACK BUNDLEWI COL BELOW, FULL HEIGHT 2x6 STUDS @ 16"OC 2'-6 1/2 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S0.01, S0.02,SO03 AND S0,04. 2. LUMBER GRADE PER STRUCTURAL GENERAL NOTES. 3. ALL INTERIOR NON -BEARING, NON-STRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES. HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY 11{ TRIMMER AND O) KING STUD MINIMUM, UNO. INTERIOR UNIT WALL HEADERS AT LEVEL 3 SHALL HAVE (2) TRIMMER STUDS, UNO. WHERE MORE THAN 11} TRIMMER IS REQUIRED. THE NUMBER OF TRIMMER STUDS SHALL BE NOTED THUS', • 1 . TRIMMERS TO BE CONTINUOUS TO THE POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING. 5, BEAMS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY (2) BUNDLED STUDS MINIMUM, UNO. WHERE MORE THAN 12) BUNDLED STUDS ARE REQUIRED, THE NUMBER OF BUNDLED STUDS SHALL BE NOTED THUS: • 1/9 . BUNDLED STUDS TO BE CONTINUOUS TO THE POST -TENSIONED SLAB. BLOCK SOLID AT FLOOR FRAMING. 6. SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 19/5501. 7. AT STAGGERED STUD WALLS, BUNDLED STUDS, TRIMMER STUDS, KING STUDS AND SHEAR WALL COMPRESSION STUDS ARE TO MATCH THE WIDTH OF THE WALL PLATES. a 1225T 12.25T \ 8.00T 8.00T ODT © 2W3 BOLT -ON BALCONY BY OTHERS 6'-21/2" 8.75T BOLT -ONE BALCONY BY OTHERS MATCHLINE PER S105AN 4 6x8 POST, TYP AT BOLT ON BALCONY REVIE 0D FOR CODE COMPLIANCE APPROVED AUG 2 4 2818 City of Tukwila BUILDING DIVISION B. r INDICATES TENSION LOADS REQUIRED IIN KIPS). LOADS SHOWN ARE AT SERVICE LEVEL(ASD). CIRCLED NUMBER INDICATES NUMBER OF STUDS REQUIRED FOR TDS HOLD-DOWN, PLACE HALF ON EACH SIDE OF TDS. WHERE LSL STUDS ARE USED A DIRECT 121 LSL TO 13) 2x4 SUBSTITUTION MAYBE USED AT CONTRACTOR DISCRETION. 9. TYPICAL HOLD-DOWN ELEVATION PER 10/S5.01, 4/S5.01 AND 9/S5.01. 10. ANCHOR BOLTS TO BE 5/8" DIA x T MINIMUM EMBEDMENT PER 4/S404. PROVIDE HOT-0IPPED GALVANIZED ANCHOR BOLTS AT PRESSURE -TREATED SILL PLATES. 11. BEARING WALLS HAVE BEEN DESIGNED TO BE FULL BRACED BY GYPSUM AND WOOD SHEATHING. IF TOP DOWN FINISH IS DESIRED, THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING THE UNBRACED CONDITION OF THE STUDS UNTIL THE SHEATHING IS APPLIED. 12. TYPICAL DETAILS PER: 1/S5.01 TYPICAL INTERIOR STAIRWELL ELEVATION 3/S5.01 TYPICAL STUD WALL OPENING 1HEADERI DETAIL 5/5501 TYPICAL TOP PLATE SPLICE DETAIL 10/S5.01 TYPICAL SHEAR WALL ELEVATION 4/S502 FIRE CLOSET AT SHEARWALL 15/S503 TYPICAL HOLES AND NOTCHES IN WOOD STUDS INDICATES LOCATION OF HOLD-DOWN RRVISIOPINO,1 CAT'i Oi- TUKWILF AN 1 0 20 PERMIT CENTER ROOF $ LEVEL 7 $ LEVEL 6 LEVEL5 $ LEVEL4 LEVEL 3. LEVEL 2 $ LEVEL 1 NOTE: DARKENED LINES DESIGNATE AREA OF WORK. LEVEL 5 STUD AND SHEAR WALL PLAN - SOUTH SCALE 1/8° = i'-0' T URSAL ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE MO Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 re .... Fy�6\n,nL�'`'Q\ consultant logo • 68 6N Px O0980F^l 0o 707 W 2nd Avenue Spokane, Washington 99201 P. (509) 455-4448 www.da-engineers.com CIVIL / STRUCTURAL_ project name STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 98188 key plan submlttalsR0Visions 7 I BUILDING PERMIT SET 10di.17 FOUNDATION ONLY PERMIT Fi 1206.171 i STRUCTURAL RESUBMITTAL Si 1218.17I 1STRUCTURAL RESUBMOTAL 2 01.10.18 STRUCTURAL BID SET 1 0202.18, BP COORDINATION 2I100%C0SSET 03.0 19 8; ISSUED FOR CONSTRUCTIONS ET 3 08.15.18 POST BP C0RR.1 TO REV 4 5 08.16.18 drawing title LEVEL 5 STUD AND SHEAR WALL PLAN - SOUTH drawing inronna8on DATE 12.06.17 SCALE As indicated DRAWN BSD JOB 06 17041-0175 copyright sheetnumber 10 6-515/15 BILL OF MATERIAL No.Pc's Pc Mar SECTION LENGTH TOTAL T. In GRADE REMARK5 FINISH A OPP r 3 SIDES TYP 1—c147-, —C1q3\ n III II II i1 1 1111111111111 � Ll II L3_ I'll II IL A 1--c141 Section A —A PLAN 5-33L16 6 TREADS 2 11=5-6 /2 ONE STAIR 60A 12 METAL STAIRS WITHIN THE TRANSFORMER ROOM NEED TO BE BONDED PER ELECTRICAL/PSE REQUIREMENTS 3 SIDES TYPE 3,Ib I—a8 A A OPP No. to Ship Mark Ship___ GOA ONE STA3R 1 c147 C1620./8 19G ICI2.x20.7 193 1620.8 191 1620.7 42 3,9919 2[g MO 2f4 A36 M6 A35 A36 STO 2 1.3x2x14 A35 99.492% 260 FL 14 GTii/os Pio16 A572-42 0 eh A572-12 A-1011 GALV m A302 FIELD BOLTS de D,a SIMI' STR 0 17 D/a SDtP STR HIV PPM O. Wi °\-) i - -'r,�5�,6#Ev�� ^n}^6ti6143Or nnAN< -hall be kepi al 11e ,:,, Ve of werxana Shall oe 000h —ay0y0YJU(100AZ.eL4Prgy,bepte<ertt0uVE [0 inS0001/enOn b l, f5J Ne '0(It,ai {a BLAU pm, oo'jk '5NG DIVISION SEPARATE PERMIT R IR WOR,— Mocheric0l Electrical Li Remise g B7 GcoPlping- D ttp f Tukwle UILDING DIV SION Stamp signifies that t drawing complies wit the intent of the structural calculations. a Nov 2 2018 FOR APVL Oct 10 2018 For APVL DATE OESCR7FIE MATERIAL: A36 U.N., WF A992, TS A500 GR-B PIPE: A53 GR-B TYP. U.N. _APPROVAL/REVIEW AUTHORITY, PLEASE REVIEW THIS DRAWING CAREFULLY presents Our lnterpretat, n of the contract documents. However, the steel lab/moat/en and the steel de to/ler e no respons/b/i My for t e messacy of the lnformat Ion shown on the contract documents, and/or :hi tec to rat arua structural d awl nos. This /s the re spans/ hi I/ty of the hayer. Unless noted to the contrary on this red fr m approval, a will he assumed that ail the ,nfor mat„ shown bcre/n has the aff/mat Ian approval author/ty. Sub event changes to the In+mmatleo shown on these drat nosREtAri S' OR /on, win be cons, de red as contract change:. CODE CO 05 HOP REVISION AK,APPROVED No changes snail oe mxle to the scone Of Wora wnnoo[ or'or en oval of the Tukw/la Bac my Div/s/on. Revisions mill re. re a new nlar, A�tiA AN may /nclune any/ ronal Nen reyi EL©sNG SEG3DDo ES, NC. BUILD DING Tukwila .0. Box 27 °mime: l le, NA. 98072-0274 hone: (425) 482-2156 Fax:(4251 486-5018 TRANSFORMER STAIRCITYOFTIAWILA 011 MARVELLE SOUTHCENTER DEC 04 2010 T U K W I L A, WA PERMIT CENTER ALLIANCE PACIFIC NW BU BRAM B Nov 02 NIB cane BY C. DERS MIKE e 60 999 DO NOT SCALE ND 3s OAT 10-10-18 5215 WCa on 17.88 WIT CTD 3-0 METAL RAILS WITHIN THE TRANSFORMER ROOM NEED TO BE BONDED PER ELECTRICAL/PSE REQUIREMENTS 1/2 1/2 957 12 3-0 1/2 hss345 PIPE 11/2 STD TYPUM.O. \ swo 1/2 1/2 1/2 1/2 1-0 1—hss251 PIPE 11/4 STD TYP @ GRAB RAIL r, r nn . to snip Mark hip No,Pc's TOTAL ONE 1 hss345 1 hss251 rb8 Stamp signifies that the drawing complies with the intent of the structural calculations. BILL OF MATERIAL LENGT HANBRA PIPE 16 5T0 PIPE 01 SID RBV4 RBI's cUD 0 REV 8 0 A53 12 0 A53 tl.IN FT 41f/I5 A3b L 001 A26 Nova 201 Oct W 2018 FOR APVL For APVL DESCRIPTION SUN FT MATERIAL: A36 U.N., WF A992, TS A500 GR-9 PIPE: A53 GR—B TYP. U.N. APPROVAVREVIEW AUTHORITY, PLEASE REVIEW THIS DRAWING CAREFULLY It resents our aterpretallo s of the contract documents. However, the steel fabrat,on and the steel detmler sow no esponsabalaty forth accuracy of the anformataon shown on the contract documents, and/or rchmtec tural and structural drawangsr Thae as the responribalaty of the buyer. Doless noted to the contrary on this drawag when It a returned fro approval, at will be a med that all the anformat,on shrry'n herelp has the aff Irma Ion of the approval authoraty. Subs quent changes to the Informal= shown on these dawups, REVIEWED FOR subeassmn, wall be considered e contract changes. CODE COMPLIANCE CEP t awns AWS & NAM E70XXX PINTS A Hora <13L16> \/ U.N. PAINT SHOP PRIME City of Taw a BUILD NG DIVI ION 145TE WELDONG SLERVVCESr o C. .0 Box 274 1Uo` nvl Ile, WA, 98072-027 Pha e: 51251 488-2156 Fax:(4251 486-5018 ITEM LOC TRANSFORMER STAIR RECEIVED CITY OF 1T116N1LA MARVELLE SOUTHCENTER DEC047010 TUKWILA, WA ALLIANCE PACIFIC NW BUInERS DRAWN RNov 02 20 NB INAPT 55 t0-10-18 5215 61 �H�x 194 DO NOT SCALE T D 2) 10 1-61/p 810 A A LO 62A 3-0 3'1 8 4 CDO 8 10 RA\S - OR v 4-91% -R S A T 6.00 CT r` R P A\ 0 00 8-8 1-AG 3 81/9 RA\S R v IR STAI RS =CTI 7 0 CONTRACTOR & ENGINEER PLEASE RESPOND TO ALL QUESTIONS, VERIFIES AND CLOUDED ITEMS ON BOTH ERECTION & SHOP DWGS. ALL VERIFIES NOT RESPONDED TO WILL BE CONSIDERED CORRECT AS SHOWN. 82A Level 1 + 28--0 RA\SF R v -R S AIR A -A Stamp signifies that the drawing complies with the intent of the structural calculations. 1 I 0 REV Nov 7. 2018 Oct 10 2018 DATE FOR Fo CR V� City of Tukwila gU LD1NG tJ14f5t Pin .0. Box 279 oadinvilie, WA. 98072-0274 Phone: (425) 488-2156 SiTE WELDING SEMICCESS, INC. Fax:(425( 486-5018 TRANSFORMER STAIR GITYOFTUK tLA MARVELLE SOUTHCENTER DEC 04 2018 TUKWILA, WA PERM T CENTS ALLIANCE PACIFIC NW BUILDERS DR 00.m NO on,, 10-10-1e JOB Nv5215 pe E-21 DO NOT A MKE 191 .E 8-5 0 HA\DRAIL 62A 1-p71 CAP PL- 3 31/4 1-hss319 PIPE 11i2 STD lYP TYP 1-p394 FS TYYTTE 390 FS 1-14E87 FS METAL RAILS WITHIN THE TRANSFORMER ROOM NEED TO BE BONDED PER ELECTRICAL/PSE REQUIREMENTS 1-hss211 PIPE I H STD TYP METAL RAILS WITHIN THE TRANSFORMER ROOM No 1 NEED TO BE BONDED PER ELECTRICAL/PSE REQUIREMENTS 1- p 2 9 2 CAP PEE[ 3 ICED No. to Ship Mark Ship BILL OF MATERIA No.Pc's Pc Mar SECTION TOTAL 62A ONE ANDRAIL_ hss319 PIPE lip STD 290 PL105 p294 Ft [04 •280 Pi4ax9 p28 PLO p292 P11@ CAP FIELD BOLTS STD 0 36 +16 A36 36 a SIMP SIR 62B DNE 2 RAIL hss211 PIPE I1+a STD m2 WALL BRACKET p71 Pihy CAP PLATE 10 Sin c LIN. FT. . Ym\A 11,1"Ar • x, nN Stamp signifies that the drawing complies wi the intent of the structural calculations 0 REV Nov 2 2018 Oct l0 2018 DATE FOR APVL_ For APVL DESCRIPTION MATERIAL: A36 U.N., WF A932, TS A500 GR—B PIPE: A53 GR—B TYP. U.N. APPROVALZREVIEW AUTHORITY, PLEASE REVIEW THIS DRAWING CAREFULLY It represents our oterpretatlo of the contract doormen s. However, the steel fabrication and the steel decal ler ass esponsibi lay fur th accuracy of the 1-forma ,on shown on the contract document , andEor arch itectural and structural dr wings. This is the respo si6i 11 ty of the buyer. Doles noted to the contrary on his drawln9 Olen it a remrn„d fro, approval, it win be as nmed that an the informal on IFVIIEVAE5tPORfti matiEn of the approval author,ty. Subs pent changes to the mf rmatinn shown on these drovetD t2191PCT0\NCE sebmissioo, will be considered as contract changes. APPROVED CCU I. AWS & WABU E70XXX oars "'DEC 2 D"0J n 0 OPENeoCES. 0Lisi U.N. SHOP PRIME City of Tukwila BUILDING DIVISION P O. Box 27 W o0rry Ile, WA. 98072-0274 P ono: (425) 488-8156 SOT WELMNG GERMES, 1 . , F x:(425) 48E-5018 --- -- --- ----RECEIVED TRANSFORMER STA I FITYOFTUKWILA MARVELLE SOUTHCENTER DEC AA 2B1B JOB LOC TUKNILA. NA PERMIT CENTER ND ALLIANCE PACIFIC NN BUILDERS N�Awry ev Nn� ox 2ole cn o av ND OS I0-I0-10 5215 MKE 62 194 DD NOT SCALE 0 01 CO 2922 Tr 50A J 1B 51A LOBBY STAIR DLAN Elevation: 39-0 (U.N.) 16-6 �pP 1/4 N //TO EMBED \TYE LOBBY STAIR S -CTIO\ TO EMBED TYp CONTRACTOR & ENGINEER PLEASE RESPOND TO ALL QUESTIONS, VERIFIES AND CLOUDED ITEMS ON BOTH ERECTION & SHOP DWGS. ALL VERIFIES NOT RESPONDED TO WILL BE CONSIDERED CORRECT AS SHOWN. SEPARATE PERMIT R UIRED FOR: Mech Rica) 82 Eleor)C umbIng Gas Piping City of Tukwila BUILDING DIVISION SJ REVISIONS No changes snail us m.aae to the scope o of worn wneout erot aopreval of me Tukvola Buuamg Dooron NOTE: Restsons will requlre a new plan submittal ane may mchroe aanmora' plan review. Level 2 39-0 REVIEWED n fonr fxx<w;m Ra ro fmwnx, xofthe fnhrnuian tminim.C. fl Pmviabns of tXe InlemetMnfl Ruiltlins C xfonsible for <Worm ,. wiN oropproval,and permit hqi cii ,a '4 1v1 W; i.,y ve,,v Saawlx—F . gt tz.ft r fi8 REIa MIDOLP: i'IIN, INC. CYMe Rm,cw CnnFlAimii etC 6 3 2018 f�ED MIDDLETON, IN8 F`c-wewrD FR CODE COMPLI NCE APPROVE Stamp signifies that the drawing complies with the intent of the structural calculations. I `1� 0 300 DEC 2D231 City of Tukwf BUILDING DIVI • ION Level 1 +28-0 - RECEIVED CITY OF T11KWILS NOV302018 PERMIT CENTER 0 Oct 2 Kole 20R APPRDVAL REV DATE DESCRIPTION SITE WEEDING SERVICES, ONC. P.O. Box 274 Woodinville, WA. 98072-0274 Phone: (425) 488-2156 Fax:(425) 486-5018 LOBBY STAIR 208 MARVELLE SOUTHCENTER UcXaaN TUKWILA, WA ALLIANCE PACIFIC NW BUILDERS 20822. pknwN ev Oct 02 2018 gm BY OAR JOBxo.xc 0 ND OS 10-02-18 52 15 E-20 Ro OKE 194 DO NOT SCALE BILL OF MATERIAL Ho. to Ship Ship Mark No.Pc's Pc Nor 50A T0TOL ONE c103 c102 a40 STAIR PL36X32 PL3PPI2 L3x3AOt 10134E A572-50 30134E A572-50 8 A36 FINISH 578 p254 p256 p255 PLI4GAx23tg PLI1GAx111158 PLI4GAx941E 8 A36 BENT 8 A36 BENT 8 A36 BENT CO Pcrq EVt1EW DEC 1 0 2018 Eji REID MIDDLETON, INC. Stamp signif es that the drawing complies with the intent of he structural calculations. MIDDLETON, INC. RECEIVED CITY OF TUKWILA NOV 3 0 201E REVIEWED FOR CODE COMPLIANLt APPROVED ID' 7M7010 PERMIT CENTER o Oct 2 2018 FOR APROVAL City of Tukwila REV DATE OESCRIP !BUILDING DIVISION MATERIAL A36 U.N., WF A992, TS A500 GR-B PIPE: A53 GR-B TYP. U.N. APPROVAL/REVIEW AUTHp2ITY, PLEASE REVIEN THIS DRAWING CAREFULLY It represents our interpretatio of the contract documents. How ver, the steel fab /cation and the steel detailer assume no responsibility for th accuracy of the information sh wn on the contract dements, and/or architectural and structural dr wings. This is the responsibili y of the buyer. Un ess noted to the contrary on this drawing when it is returned fro approval, it will be assumed tat all the Information shown herein has the affirmation of the approval authority. Sobs quent changes to the Information shown on these dr wings, after the first submission, will be considered as contract changes. eEer 303030S AWS & WABO E70XXX PRINTS n 0 oae+nmE0 0116> / U.N. DATE FIELD SHOP PRIME SOTE WEWONG SERVICES, OHS. P.O. Box 27 Woodinville, WA. 98072-0274 Phone: 78251 488-2156 Fax:14257 486-5018 [TEN LOBBY STAIR MARVELLE SOUTHCENTER ounm TUKWILA, WA ALLIANCE PACIFIC NW BUILDERS mmvatuna NO moe DS DATE I0-2-IB SOD NO. 5215 50 MKE 191 DO NOT SCALE BILL OF MATERIAL No. to Ship Mork No.Po's SECTISI LENGTH (FADE FINISH 21- 5 7/ DJ n, 1-m102 6 REQ' D _p i. .3% 9 151 20-71/2 20-0 71i2 5 SP @ 4-0 1-nss208 PIPE 11/4 S D TYP 21-57i16 ND 1—m2 <tiJ 5 REQ' D 20-71/1G 10 f 71/16 20-0 5 SP @ 4-0 0\ 1 nss208 PIPE 11/4 STD TYP E RAIL 51B ND 1-p71 CAP PE UA - t'-0" minimum extension 1-p71 CAP PE 12 0 Stamp signifies that the drawing complies with the intent of the structural calculations. s'Ip 5IA MIL ONE 1 hss20B RAIL PIPE Ile STD FT. In 5T0 23 0 A53 t LIN. FT. . m102 NALL BRACKET 2 p71 PI 44 CAP PLATE 51B ONE hss208 m2 RAIL PIPE Ow STD WALL BRACKET P10a CAP PLATE A53 5T➢ LIN. FT. . z 0 4-0 Cl w Pr RECEIVED ITY OF TUKWILA NOV 3 U 2018 PERMIT CENTER 4- wEw P CODE COiypLIA O Oct 2 2018 DATE FOR APP DESCR DFC 2 81010 City of Tukwila LDING DIVIS n MATERIAL: A36 U.N., WF A992, TS A500 GR-B PIPE: A53 GR-B TYP. U.N. APPROVAL/REVIEW AUTFINITT, PLEASE REVIEW THIS DRAWING CAREFULLY It represents our interpretaao of the contract documents. Row ver, the steel fabrication and the steel detatler assume no responsibility for th a racy of the Information sh ton on the contract documents, and'or architectural and structural dr wings. This Is the respovsiblli y of the buyer. Unless noted to the contrary on this drawing when it is returned from approval, it will be assumed tat all the Information shown herein has the affirmation of the approval authority. Subs quent changes to the information shown on these drawings, after the first submission, will be considered as contract changes. AWS & WABO EI0XXX PRINTS 8PE0 mars <13/16> DATE REV LIED SHOP PRIME SITE VVELDING SERVICES, INC. P.O. Box 2? Woodinville WA. 98072-0274 Phone: (425) 488-2156 Fax:(425( 486-5018 LOBBY STAIR MARVELLE SOUTHCENTER LOCATIPN TUKWILA, WA ALLIANCE PACIFIC NW BUILDERS MKE 08AMx ar Oct 02 2018 NO N«o BY D5 10-2-1 M. 5215 exen51 l94 DO NOT SCALE CO CO 26A 26B —, --- -- ______ 20A 22-7 io- - . 26C 21A N 1 26D STAIR C L1 PLAN Elevation: 29-6 (U.N.) 22-2 8-0 2 3i4 29C H668x4xb4 CO 29C 29F �I 1 26A 22A 26B EDGE OF SLAB mod T f6 26E 27A Y 26C 21A 26D HSSBx4x1,4 r 9F Jl STAIR C L3 PLAN Elevation: 39-0 (U.N.) 2-21¢ 14-101/4 EDGE OF SLAB (EL: 43-6) 25B HSS4x4x1i4 al vM t- PIT REVISIONS No changes shall be made to Inc scone of work cannon pnoi approval of the Tukw la Butldmg Dalslon. NOTE: Rem Ions well require a new Man submittal and may :elude enchant t plan review. CAM mff J A OPP 25C • V U 25F /p 27B CU N 26E 22A 27A 0 w CO F 0�%-Paunn Plan rev ry ew 80 r l M sale. to errors ana °mamas lllconsof ionaocumenle does IOT d ordinance Receib y Coor bela C0 Cope or approved Fmid Copy and By anwonsl acknonc dgeo, r=T ('ifit/Ti two, ll%s'Rf / 7 i ir, ty buu / Q7 w,v 23A 27C TAT QM mC O ) 25A 6664x4044 B - J A (EL: 43-6) 8-0 REVIEWED This plan was mviewxd for general conformance such the Mowing, awt by Ow immwwm A eIMMMt15 of he lmemalianei Building Code mini Provisi ons of me lnumalonal Building Code By V�4Y'll LQ44/a tame REID WPM ION. MC. Cade Beat. an,mmm TYP 04 Sib 44 i STAIR C L3 PLAN Elevation: 49-6 (U.N.) CONTRACTOR & ENGINEER PLEASE RESPOND TO ALL QUESTIONS, VERIFIES AND CLOUDED ITEMS ON HOT ERECTION & SHOP DWGS. ALL VERIFIES NOT RESPONDEB TO WILL BE CONSIDERED CORRECT AS'SHOWN. SEPARATE PER v11' REOUIRED.F010 ❑ Mechemiall O Electrical O Plumbing ❑ Gas Piping City of Tukwila BUILDING DIVISION RECEIVED CITY OP TUKWILA NOV 302018 PERMIT CENTER Stamp signifies that the drawing complies with the intent of the structural calculations. REV Sep 27 2018 DATE iREVIFla:^.I-; 00 1) CODE CCi - JANCE y/DA►P/PW0VpEDp 12.82 City oef -flaw 'la FOR AP 8l ILDING DIVISION) DESCRIPTION SITE WELDING SERVICES, INC. P.D. Box 274 Woodinville, WA. 98072-0274 Phone: (425) 488-2156 Fax:(425) 486-5018 I MI STAIR C PLANS TOP MARVELLE SOUTHCENTER Maa TUKWILA, WA ALLIANCE PACIFIC NW BUILDERS DRAMS ny Sep 27 2018 DS UM FT OS DATE SOB NO. BC NO E-12 MKE 194 9-12-18 5215 DO NOT SCALE -4 6-101/q 7 33/4 NOTE 12/S4.03, verify embed with GC G 4-8 TYP :FURNISH `CONNECTION 1/7 17/S4.3 51 29F FACE OF - CONC. WALL 25C 29D HSS4x4x1/4 25A 24A (EL: 13-6) LANDING 29C HSS8x4x'i4 VERIFY BASE ELEVATION -Qv <1'o�P 1B 2 Level 3 TYP Level 2 Le ve 1-10 2-31/4 STAI R C SECTION CONTRACTOR & ENGINEER PLEASE RESPOND TO ALL QUESTIONS, VERIFIES AND CLOUDED ITEMS ON BOTH ERECTION & SHOP DWGS. ALL VERIFIES NOT RESPONDED TO WILL BE CONSIDERED CORRECT AS SHOWN. J Stamp signifies that the drawing complies with the intent of the structural calculations. RECEIVED CITY OF TUKWILA Nov 302018 PERMIT CENTER RECIEWED at 0 3 2018 REID MIDDLETON, INC. tt�VILVVmU t APPROVED DEC282318 2018D8 REV DATE DE' Apar,A'. of Tukwila .11 q. N6""6IVISI9 . lJ COTE WE(WDONG SERVOCEC, (NC, P.O. Box 274 Woodinville, WA. 98072-0274 Phone: (425) 488-2156 Fax: (425) 486-5018 STAIR C SECTION ARVELLE SOUTHCENTER TUKWILA. WA ALLIANCE PACIFIC NW BUILDERS MKE USA NN BY Sep 2> 20MB D5 B. 05 9-12-18 5215 E-13 134 DO NOT SCALE BILL OF MATERIAL L A(A.S.) A(O.H.) Cm 1-p92 1-p928\ I I I I M YXI I I __ I V I € Ar WI 1 mW ml NI WI Xlu WI WI WI pl XI mtl XI XI 01 WI ml mW m ml Im i ml XI ml m m 1-p92 PLAN 2 TREADS @ 11=1-10 /6 2 Soq 2 � 9 ACCESS HOLE 1-p95 \� 6 v. -a8 11/4 10 1-11 A(A.S.) A(O.H.) ml 3oo U <3 smEs 69i16 1 12 Section A —A ONE STAIR 20A ND , RECEIVED CITY OF TU6WILA NOV 3 U 20I3 PERMIT CENTER 6. is Ship Mark No.Pc's Ship TOTAL 20A ON Pc Mar SECTION tINDH RASE R MNd(S FINISH p35 p91 ,96 D!VDI WE DEC I 0 232 I AIR R. In 4 411 A36 204 0 3 A36 LA4x19155 I it A36 LI4GAx22146 4 404 A36 BENT .I4GAx1t1g 4 464 A36 BENT 14GAx84i6 4 404 A36 BENT IELD BOLTS is S3MP S0R REID MIDDLETON, INC. 04 Stamp signifies that the drawing complies with the intent of the structural calculations. STD 0 Sep 27 2010 FOR APPROVAL REV DATE DESCRIPTION MATERIAL: A36 U.N., WF A992, TS A500 GR—B PIPE: A53 GR—B TYP. U.N. APPROVAL/REVIEW AUTHORITY, PLEASE REVIDI THIS DRAWING CAREFULLY It represents our interpretation of the contract documents. However, the steel fabrication and the steal dotal ler assume no responsibility for the accuracy of the Information shown on the contract documents, and/or architectural and structural drawings. This is the responslbi l ity of the buyer. Unless noted to the contrary en this drawing when It is returned from approval, it will be assumed that all the information shown herein has the affirmation of the approval authority. Subsequent changes to the information shown on these drawings, after the first submission, will be considered as contract changes. CERT .NRS AWS & WABO E70XXX eon notes O/iN> CODE COic:PS HANCE U.M. APPROVED PAINT , SHOP PRIME BE(• ,• A ^n17 �(7� .O. Oax 27 City of TukwilaHoodinville, WA. 98072-0274 BUILDING DIVISIbN'-: (425) 498-2156 SITE WELDING SERVICES, INC. 1a.:(4251 486-5018 PRINTS SHOP FIELD ITEN STAIR C MARVELLE SOUTHCENTER LOCATION TUKWILA, WA ALLIANCE PACIFIC NW BUILDERS prom HY Sop 27 Mg Due Br 000E )eem 90G xa NO OS 9-2?—I8 5 2 1 5 2 0 % MKE 191 DO NOT SCALE 15 RED'D Section A —A ONE STAIR 21A 1:_,ECEWED DEC 0 3 2018 REID MIDDLETON, INC. RECEIVED WI CITY OF TUJ'L6. NOV 3 u 20i0 PERMIT CENTER BILL OF MATERIAL N. to Ship Pc Mar SECTION GRADE RENAS(5 FINI91 FIA ONE cB5 cB4 a8 p93 p70 p94 STAIR PL3gx12 POOP L4x3x64 L3x5x) PLI4GAx208 PL14GAx111i46 FLI4GAWB% 6746 17 6216 4 464 03 4 464 401 4 464 A572-50 A572-50 A36 A36 A36 A36 A36 BENT BENT BENT STD FIELD BOLTS 5h Dia SIMP STR 04 Stamp signifies that the drawing complies with the intent of the structural calculations. REV Sep 27 2018 DATE FOR APPROVAL DESCRIPTION MATERIAL: A36 U.N., WF A992, TS A500 GR—B PIPE: A53 GR—B TYP. U.N. APPROVAUREVIEN AUTHORITY, PLEASE REVIEN THIS IRANING CAREFULLY It represents our Interpretatio of the contract documents. How ver, the steel fabrication and the steel detaller assume no responsibility for th accuracy of the information sh um on the contract documents, and/or architectural and structural dr wings. This Is the responsfbin y of the buyer. Unless noted to the contrary on this drawing when It is returned fro approval, It mill be assumed t at all the Information shown herein has the affirmation of the approval authority. Subs quent changes to the information shown on these drawings, after the first submission, mill be considered as contract changes. CMHEIDERS ANS & NABS E70XXX M. /\O ren, noycs <1370 PAINT 1 SHOP PRIME BONE WELDING SERVOCES, V FIELD RLVI_e,i-o, 00 CODE COS,11 7]Aro ARPFtGVED D 7C13 City of Tukwila ILDING DIVISION .0. Box 274 '0adinville, WA. 98072-0274 hone: (4257 488-2156 ax.(425) 486-5018 STAIR C JOB MARVELLE SOUTHCENTER TUKWILA, WA ALLIANCE PACIFIC NW BUILDERS MKE IXtl,M4 BY sop 22 001a axo av OAT[ inatot moo ND DS 9-27—N 5215 21 194 DO NOT SCALE 7-10 BILL OF MATERIAL No. to Ship Nook NI.Pc's Pc Mar SECTION LENGTH GRAM REU.K8S FINISH Ship TOTAL FT. In /I-c43 t_ A(A.S.) A(O.H.) r 1-p90 I-c42-f PLAN 8 TREADS @ 11=7-4 75/8 4> is Section A -A ONE STAIR 22A I-p65 8 REQ'➢ 2 A(A.S.) A(O.H.) REID MIDDLETON, INC. REEc2IVF;J CITY OF?i.-,'x_vxi1L NOV 3 U 20 3 P,ERMIr DENT'ES 22A ONE STAIR STO I c43 PLTgxl2 9 5. A572-50 I c42 PL98x12 8 p65 PLI4GA7231115 p66 p90 PL14GAx915 PL1408o9O716 9 5. A572-50 4 414 A36 SENT 4 46f 444 A36 A36 BENT PENT Stamp signifies that the drawing complies with the intent of the structural calculations. REV Sep 27 2018 DATE FOR APPROVAL DESCRIPTION MATERIAL: A36 U.N., HF A992, TS A500 GR-B PIPE: A53 GR-B TYP. U.N. APPROVAVREVIEN AUTHORITY, PLEASE REVIEW THIS DRAWING CAREFULLY It represents our Interpretatio of the contract docum nts. How ver, the steel fabrication and the steel detaller assume no responsibility for th accuracy of the infer anon sh on on the contract oumenu, and/or architectural and structural dr wings. This Is the res onsibin y of the buyer. WI ssnoted to the contrary on this drawing when it Is returned fro approval, It will be ssumed t at all the informal -on shown herein has the affirmation of the approval authority. Subs quent changes to the Information shown on these drawings, after the first submission, will be considered as contract changes. CUTMELIERS AN5 & WABO E70XXX moo.. <I3/I6i L.N. SHOP PRIME RES IEV tt.1404r33R COO' CeItit' L'A'de, A e-rwn0 E -C 28 2818 FIRO �Tukwila P 0, Box 271 VVIi��JJneVV1/`�J BUILDINDIN G DIVISIOPLadinville, NA. 98072-0274 P one: 14251 488-2156 SITE WELDONG SE \ACES, NC. F 7:(9251 186-5018 STAIR C JOB LOCATION MARVELLE SOUTHCENTER TUKWILA, WA ALLIANCE PACIFIC NW BUILDERS DIUNN W Scp 27 2oi8 NO MO er 00 oars 9-27-18 MB NO. 5215 nxn we 22 OKE 194 DO NOT SCALE BILL OF MATERIAL ONE STAIR 23A Section A -A NO n(U� DECDEC032018 REID MIDDLETON NC. • RECEIVED CITY OF TUKWILA NOV 3U2018 PERMIT CENTER. No. to Ship Marl Nc.Pc'a Pc Mar SECTION RERARNS FINISH Ship TOTAL FT. In 23A ONE e45 STAIR PL0gxl2 6$i6 A572-50 STD e44 al5 p65 p89 p70 PLIBxl2 L4x3z44 PLI4GAx23Y16 PLI4GAx16I46 PL14GAx11046 4 4 6t'16 44a 44 44p 444 A572-50 A36 A36 A36 A36 BENT BENT BENT Stamp signifies that the drawing complies with the intent of the structural calculations. REV Sep 27 2018 DATE FOR APPROVAL DESCRIPTION /8 MATERIAL: A36 U.N., WF A992, TS A500 GR—B PIPE: A53 GR—B TYP. U.N. APPROVAL.'REVIEII AUTHORITY, PLEASE REVIOI THIS IIRAHING CAFcEFTALY It represents our Interpretatto of the contract documents. How yen, the steel Nab mat Ion and the steel detatler assume no responsibi lily for th accuracy of the information sh wn on the contract documents, and/or architectural and structural dr wings. This Is the responslbfll y of the buyer. Uo ass noted to the contrary on this drawing when it Is returned fro approval, It wf ll be assumed t at alI the Informs Ion shown hereto has the off irmatlon of the approval authority. Subs pent changes to the information shown on these drawl s, after the first submiss ion, will be considered as contract changes. FOP oeaa ANS I HABO E70XXX \\..copr,:m1FWED :=IAN.E AP W iCV LkTv 0EC 2 8 2110 'fry of TUNwila BU LDING DIVIS Box 27 vv H,08invi lie, WA. 98072-0279 Phone: 14251 488-2156 ax: 14251 486-5018 SflOP /\ 0 OPEN Nam <13/16> \/ u.N. FlexT SHOP PRIME 3 SITE WELDIOOIG SERVICES, 11NC. FIELD ITEM STAIR C MARVELLE SOUTHCENTER LOCATION TUKWILA, WA ALLIANCE PACIFIC NW BUILDERS NIKE tIR m BY sap 27 me ND CHU BY 01 mrE 9-27-18 oa5215 oxo No 23 rer;` 191 DO NOT SCALE BILL OF MATERIAL No. to 9iip Mork No.Pc's Pc Mar SECTION IEI TH GRACE REINIMS Ship TOTAL FT. In 10 9-53/4 Pit 'I 3/1G \ 2-12 / 2-12 TYP 1—p25 8-53/4 10 l I Lfl w 1 a 1—a5 / 1 a5 / 1—a18 TYP> 316 � / 1—P 24 1 p24 3/16 TYP p83 3/16 > TYP 1-03� /16 TYP> 3/16 1—a19 1—hss98 I—a19---,,,, 3 6 TYP / v/174 1—p81 LID ONE LANDING 24A 2 9-5 /4 NO 9-91/4 1—p81 DEC B 3 2018 REID MIDDLETON, INC. 29A ONE LANDING hss98 a5 H956x4xb4 844 10 A5008 A36 2 2 2 a18 al9 p24 p25 p83 p84 L3x2x3q L3o2ohs WOW PL64x8 PLN4x93'4 PLIfx3(E 3 4 5y1 II(2 Ik 54/ 41 5ha A36 A36 A36 A36 A36 A36 RECEIVED CITY OF TUXNIILA NOV 3 2 2013 PERMIT CENTER Stamp signifies that the drawing complies with the intent of the structural calculations, i%/8 REV Sep 27 2018 OATS FOR APPROVAL DESCRIPTION MATERIAL: A36 U.N., WF A992, T9 A500 GR—B PIPE: A53 GR—B TYP. U.N. APPROVAVREVIEM AUTHORITY, PLEASE REVIEH THIS B2AHING CAREFULLY It represents uor interpretatia of the contract documents. However, the steel fabrication and the steel detailer assume no responsibility for th accuracy of the information shown on the contract documents, and)or architectural and structural dr wings. This is the responsibility of the buyer. Unless noted to the contrary an this drawing when it 1s returned fro approval, it will be assumed that all the information shown herein has the affirmation of the approval authority. Subs quent changes to the Information shown on these drawings, after the first submission, will be considered s contract chang <cer�� AWS & WABO E70XXX .IR'b's Inn CE sxor nap P.W.OVSD O. nm.cs �13716i / U.B. FAIN SHOP PRIME DEC 2 11118 Gib of Ttw^" BUILDING mom nv 27 Woodinville, WA. 98072-0274 Phone: (425) 488-2156 SITE VVELDOEIO BERMES, INC. Fax: (125) 486-501P STAIR C MARVELLE SOUTHCENTER NATION TUKWILA, WA ALLIANCE PACIFIC NW MANN BY Sep 27 2018 ND BUILDERS MKE m 9Y 05 DATE 9-27-18 5215 24 R\ 194 DO NOT SCALE (-1/2) (1—HSS4x4x1/4x5-21i4) A50013 5-2/ (—/) 9-41/4 BILL OF MATERIAL No. to Ship Mark ar SECTION LENGTH NAME RIMING FINISH Ship TOTAL FT. In 25A N4E BEAM STD TYP TYP> m 0 lid 3 3 2 2 53/4 III 4-31/4 III 111 1110 1—a6 1—a7-- DUI A �Bt 11j4 II FL J A B ONE BEAM 25A ND 1�4 1—pl?6 ( ) (1—HSS4)(4x1i4x5-21i4) A500B 5-23/4 (-1/2) 1/1 1/4 1—p176� 4— r J34 I—a6 q 31iq 1—a7 3 3 2 2 A 114 B -- 111 1 J A 1—p174 NS ONE BEAM 25B NO 1, 1—p176 TYP 1 p174 _VERIFY Section A -A WELDS Section B-B 25A 3/16 3/I 6 vI 6 3,16 1—p174 Section A -A 3/16 25B I—p192 Section B-B 2513 53/4 5 3i LI J thes• =ogles and welds added as p,rrt of the stair connectior to the structure and a controlled by the stair reaction, suppli es to provide design m 4-31/4 33/4 4-31/4 ONE 11/2 TYPE B DECK 25C COMPOSITE TYPE 4 WELD PLATES 25D ND NO PAINT ONE POUR STOP 25F NO OW El DEC 032018 ND RECEIVED CATY OF TUY.IIL0 NOV 3 U 2010 PERMIT CENTER 25A MS54x4x14 214 A5008 52E 13x3x44 A36 a7 L2x2x44 4 A36 p176 p174 052 PLA76x3tA PL44x214 PL44xi14 0 318 0 214 0454 A36 A36 A36 FIELD BOLTS 614 Dia A307 06 12Ho WASH 25D ONE 56 BEAM HSS4x4x44 5 244 A5006 52E STD a6 L3x3x44 06 A36 a7 L2x2x44 A36 p)76 p l74 p192 PL136x318 PL4ix21'4 PL5x134 0 31a 0 214 0 114 A36 A36 A36 FIEL➢ BOLE 64 Dia A307 06 42Ho NASH 25C ONE 11/e TYPE 8 DECK 25C 363804x142x 11244 4 9k A36 250 WELD PLATE 25D FL18x4 04 A36 25F POUR STOP 25F PL415x4 08 A36 Stamp signifies that the drawing complies with the intent of the structural calculations. 70// 0 Sep 27 201B FOR APPROVAL REV DATE DESCRIPTION MATERIAL: A36 U.N., WF A992, TS A500 GR—B PIPE: A53 GR—B TYP. U.N. APPROVAL/REVIEW AUTHORITY, PLEASE REVIEW THIS DRAWING CAREFULLY It represents nor interpretattan of the contract documents. How ver, the steel fabrication and the steel detatler responsibility for th accuracy of the information sh tun an the contract documents, and/or arahmtecturai and structural dr wings. This Is the responslb111 y of the buyer. Unless noted to the contrary on this drawing when it Is returned from approval, It will be assumed t at all the information shown hereto has the affirmation of the approval authority. Subs quest changes to the informet to shown on the a drawings, after the first submission, will be censtdered as contract changes. RiEV1c cser NaoERs CODSVICV. AWS & WABO E70XXX OPEN IRKS <13jI6> wlcF.6i .44<i/ SHP FIELD Paer SHOOPP PRIME SITE WELDING SERV)CES, O8o1C. UEC 0 Citv of 8f 018 T kwila BUILDING WA/AIAN 27 Woodinville, WA. 95072-0274 Phone: (425) 488-2156 Fax:(425) 486-5018 STAIR C MARVELLE SOUTHCENTER LOCATION TUKWILA, WA REID MIDDLETON, INC. ALLIANCE PACIFIC NW BUILDERS MM4 00 Sep tt 20. ND nixn ae Ds OILIE 9-27-18 5215 NNL Nn 25 REV MKE 194 DO NOT SCALE I-hssll9 PIPE 1141 STD TYP ONE RAIL 26A NO -m2 NS ONE RAIL 26B OS 17-5 hl6 1-p71 CAP PL K0 1-m102 (5 REQ'D 91/8 ClJ P Tr 15-8 1 115/16 2 5/5 4 @ 3-11 `1-hss126 3�. g g 88 12 ONE RAIL 26C 5/I6 05 1-p71- 0s Illt 10 V 1-hss64 PIPE 1h4 STD TYP ONE RAIL 26E 80 1-p71 CAP PL REID MIDDLETON INC. RECEIVED CITY OF TUKW ILA NOV 3U2016 PERM' CENTER TOTAL ONE 1 hssll9 RAIL PIPE IN STD 50 A53 t LIN. FT. To 2 m102 WALL BRACKET 2,071 CAP PLATE 268 O RA ➢ 268 PIPE IN 5T0 2 m2 60 A53 LF 1 p71 PI08 CAP 26C ONE RA STD 1 hssl26 PIPE IN STD 210 A53 LF 5 m102 260 ONE 1 hssll9 RAIL PIPE I01 STD 20 0 A53 LF STD 0 14) A992 p7 CAP 26E ONE 1 hss69 RAIL PIPE 1N STD 12 0 A53 t LIN. FT. STD 3 e002 2 971 WALL BRACKET PIN CAP PLATE Stamp signifies that the drawing complies with the intent of the structural calculations. 0 Sep 27 2016 DATE FOR APPROVAL DESCRIPTION MATERIAL: A36 U.N., WF A992, TS A500 GR—B PIPE: A53 GR—B TYP. U.N. Pr APPROVAL/REVIEW AUTW ITY, PLEASE REVIDI THIS DRAWING CAREFULLY. Bents our Interpretatlo of the contract documents. However, the steel fabrication and the steal detailer o responsibility for th accuracy of the Information shown on the contract documents, and/or tural and structural dr wings, This Is the responsibility of the buyer. Unless noted to the contrary on this when it is returned fro approval, it will be assumed that all the information shown herein has the affirmation pproval authority. Subs guent changes to the Information shown on these drawings, after the first will be considered as contract changes. AWS & WABO E70XXX n� 08LE8 (3/10 u.x. IF-4' 4 CEpe t PAI SHOP PRIME DEC 2 0 :0 City of Taw BUILDING DIVI SITE WELDING SERVICES, INC. 8 ox 274 ille, WA. 98072-0274 Phone: (425) 488-2156 Fax:(425) 486-5018 STAIR C SOB MARVELLE SOUTHCENTER TUKWILA, WA CO ALLIANCE PACIFIC NN BUILDERS KE NO OS 9-27-1B 521S 26 0 194 DO NOT SCALE BILL OF MATERIAL No. to 91Ip Mark No.Po'a Po Mar Ship TOTAL IFWGTN FT. In WEE 27A ONE RAIL FINISH SID 7 /8 1—p7I CAP PL 0-05/1 RJ 1—m2 3 REQ'D 13/16 4-0 -0 71/2 1—hss86 PIPE 11/4 STD TYP ONE RAIL B NO 1—hss133 PIPE 11/4 STD TYP ONE RAIL 27A 1—p71 CAP P co 2 ND 10-815i1 4-8 4-8 1013i16 ............................,1, .....mom �WI1IIlIllllf�l�����lr1AAR4r�r!lrl��.� imp74,.---i N 0 1 hss64 PIPE 11/4 STD TYP ONE RAIL 27C NO —p7I CAP PL (-NiEQJ RECEIVED CITY OF TUKWILA NOV 302018 PERMIT CENTER Stamp signifies that the drawing complies with the intent of the structural. calculations. 27C ONE ONE 2 hss132 m2 p71 hss86 m2 p7I hss64 m102 p7I PIPE Ibp STD WALL BRACKET P114 CAP PLATE RAIL PIPE I14 STD WALL BRACKET PI1/1 CAP PLATE RAIL PIPE Iba STD NALL BRACKET P141 CAP R©IID DEC 032018 REID MIDDLETON, INC. 190 A53 A53 A53 t LIN. FT. t LIN. FT. LIN. FT. STD STD REID MIDDLETON, INC._ REV Sep 27 2018 FOR APPROVAL DATE DESCRIPTION MATERIAL: A36 U.N., WF A992, TS A500 GR-B PIPE: A53 GR-B TYP. U.N. APPROVAL/REVIEW AUTHORITY, PLEASE REVIEW THIS DRAWING CAREFULLY It represents our interpretatto of the contract documents. However, the Stec fah Icatlon and the steel detailer assume no responsibility for th accuracy of the Informs Ion shown on the contract documents, and/or architectural and structural dr wings. This is the respo slbil lty of the buyer. On ess noted to the contrary on this drawing when it Is returned fro approval, it will be as umed that all the information shown herein has the affirmation of the approval authority. Subs gnent changes to the inf rmalp/ 0op:,t 1 0 o wi s, after the first submission, will be considered as contract changes. COD27 CC3iJPI 1A1NCG AWS & WABO E70XXX OPEN HOLES <13/16) PAINT SHOP PRIME Pnli' e GEC28211 18 City of TukAiila 4 nimr; nlldsl SITE WELDNG SERVICES, INC. APPI SHOP FIELD P.1 Box 27 Woo Invu le HA. 99072-0271 Pho e: (4251 199-2156 Fax (425) 196-5018 ITEM STAIR C MARVELLE SOUTHCENTER MUM TUKWILA, WA ALLIANCE PACIFIC NW BUILDERS OFANN WSep u NAB NO M B 05 MKL CAIE 9-27-18 5215 WG Ne 27 DO NOT SCALE l BILL OF MATERIAL SECT. X—X VERIFY BASE PLAT TO FIT IN WALL CAI\ as shown is structurally acceptable ARCH TO VERIFY UA - Not required AI\T? (1—HSS6x6x1/4x18-9) A500B 18-9374 3-7 KEEP VERIFY BEAM CONNECTION ONE COLUMN 28A AT GRID: 7 & A (1—HSS6xEx1i4x18-9) A500B 18-9374 EL 29-91/2 L Y ARCH TO VIEBTyp 6 REO'D O A 1 1 41/19 KEEP 13-7 J B AT GRID: 6 & A ONE COLUMN 28B NO ,Tip EL 98-5 174 Section B—B Section B—B 28A Sect on A —A 211A 28B Section A —A 28B ERECTION ANGLES OR CHANGE FROM DRAWINGS? THICKNESS IS 3/8" MINIMUM IF USED FOR FULL SUPPORT, typ Q HSS to HSS TYP 2" MINIMUM OF WELD AT ALL ANGLES IF THIS IS USED FOR FULL SUPPORT. IF USED AS ERECTION ANGLE THEN WELD PER SUPPLIER, typ 05 HSS to HSS RECEINE IJ J DEC 03 2018 REID MIIDDLETON, INC. RECEIVED CITY OP TUKWILA NOV 35 2018 . to 91ip Mark Pi 5 FINI ip . In 28A ONE COLSI A NSS6x6 8 9 A5008 SIE 3 Lt1x8 f2PL3H0 _ WASH ■_ —_ U- 2 ONE 28B 18 9 A5008 SIE all 0 4 A30 p81 0 83g A36 cpl 0 53g A36 0 8V2 I8PL,2H0 ____ ■ I Dia 5I IP° ■.■■ . mi -i--- ---- 88 LU4 IELO D0 ( [ha SIMP 5TR RUM H556x6x141 L3330033rb4 PL12x87g PLOlx53g FIELD BOLTS if Dia A307 87 STR DEVEEWEIN DEC 10 202 REID MIDDLETON, INC. • ep DATE 7 NIB FOR APPROVAL DESCRIPTION MATERIAL: A36 U.N., WF A992, TS A500 GR—B PIPE: A53 GR—B TYP. U.N. APPROVAL/REVIEW AOTt 2ITY, PLEASE AEYIEIi THIS DRAWING CAREFULLY. It represents our interpretation of the contract documents. However, the steel fabrication and the steel detauer assume no responsibl l ity for the accuracy of the information shown on the contract datum nts, andtor architectural and structural drawings. This Is the responslbll ity of the buyer. Unless n ted to the contrary on this drawing when It is returned from approval, it will be assumed that all the to ormatlon s own herein has the affirmation of the approval authority. Subsequent changes to the information shown on the a drawings after the Itrst submission, will be considered as contract changes. AWS & WABO E70XXX OPEN Hoes <13/16> V.N. vow OP PA HOP DEC282 Cary of 1 uRw GILDING DIVI SITE WELDING SEEEICES, INC Eon 27 Iced h,ville, WA. 98072-0274 Phone: (425) 488-2156 Fax:(425) 486-5018 STAIR C ARVELLE SOUTHCENTER OCATION TUKWILA, WA ALLIANCE PACIFIC NW BUILDERS NO PERMIT CENTER BY ep 2] 2018 ND o ax DS 9-27-18 5215 028 KE 94 DO NOT SCALE (-1/) (1-IA112x19x9-83/4) A 92 9-83/4 (-1/2) BILL OF MATERIAL tio, to 91Ip Mork MA's /lAr SECTION LENGTH GE% ROAM FINISH Ship INTAL In 103/4 1-tos2 ON C/L 2-101/4 5 RET 4-101// 5-103/4 8-103/4 r 2 m m 00 TYP • 00 • ONE BEAM 29A (-1/2) ( 1-H5S8x4x 3/4 x9-1 3/4 ) A5000 9-2 (-1/2) --0,-- —4 1 1/4 9-0/4 11/4 VERIFY NO STUDS FOR WOOD (-1/2 ) ONE BEAM 29B ND 1/4 1-p7? (1-NOS8x4x105-21/4) A5008 5-23/4 (-I ) 1/4 FURNISH CONNECTION AT CONCRETE /4 2 BEAMS 29C ND 17/S4.3 1 CFS wall, no studs m m cr 4 2 SHEAR PLATES 29D NO PAINT LO 4 WELD PLATES 29F ND 17/51.03 VERIFY EVERYTHING 4 RESTRAINT PLATES 29K ND 1G/S4 03 D ECL-9-1,WLE HE 03 2018 RED MIDDLETON, INC. ND RECEIVED CITY OF TurviLA Nov 3u 2010 PERMIT CENTER 204 ONE 1 29A tool BEAM HI2x19 24515 815 *I6 A992 AIOB STD HELMETS A1DMA325 111 TIM HASH 29B ONE 29B p27 BEM TISSMOrr POlfr3,1 7,9 A5009 A36 52E STD FIELD BOLTS 2 &NaMN 10 T2HD NASH 29C BEAM STD 4 29C p77 HS58x4r1/4 fthip3W 5 0 2,1 759 A500B 496 SEE FIELD BOLTS 2 10 1211D WASH 29D 2 WMPLM 47 29D PLArx4 A36 29F 4 HELD PLATE 29F [OW A36 29K RESTRAINT PLATE NP 4 29K PLI/rx5 A36 DEVI) EW7E Di DEC I o 23i] Ili) REID MIDDLETON, INC. REV Sep 27 2018 BATE FOR APPROVAL DESCRIPTION MATERIAL: A36 U.N., WF 0992, TO A500 GR-B PIPE: A53 GR-B TYP. U.N. APPROVAL/REVIEW AUTHORITY, PLEASE REVIEW THIS WANING CAREFULLY. It represents our interpretatio of the contract documents. How ver, the steel f ab icat ion and the steel deta i ler assume no responsibil ity for th accuracy of the information sh wn an the contract documents, and/or architectural and structural drawings. This is the respensthili y of the buyer. Un ess noted to the contrary on this drawmg when it is returned fro approval, it will be assumed t at all theinToproa dort-sho rein has the affirmation of the approval authority. Subs quent changes to the informatio '517145)f42t24oEd42 Wing/deaf te the f irst submission, will be constdered as contract changes. 1 cozz. /MANCE CERT NELOERS AWS & WABO E70XXX /\ 01. ROM <1316> 5410P PRIME SITE ELDONG SERVOCES, 0805. UTE REY °L-DO:opidnkwN: Pil:S'via Nxii°121Ne74, WA. 98072-0274 Phone: (425) 488-2156 Fax:(425) 486-5018 STAIR C JOB MARVELLE SOUTHCENTER LOCATION TUKWILA, WA ALLIANCE PACIFIC NW BUILDERS mmers,p2o1B NO MO BY 05 DAM 1011 5215 RE. MKE ND 9-27-18 29 199 DO NOT SCALE GC PLEASE CONFIRNHNFIELD ANDNOTIFYEORI ADJUSTMENT IS REGO VERIFY E FOR WELD STAIR A L2 PLAN Elevation: 39-0 (U.N.) 2-5 1/4 2D 2-01/2 3-0 37A CID tca, co 0 1,4 03/4 IS 41 1G 1G STAIR A L2 EMBED PLAN Elevation: 39-0 (U.N.) > /TYR \X BRACE LO FELE COPY Pcrrnn VI1' 00 Plan review approval is subject to errors atriJ omissions. Approval of peas:rapt:on do:Ayr:ants Coca rio: ths violation of Pny aPoptisil coda or crdinopoo. Roptiat of approved Field Copy and conditions is acitatiarriaP,-,pd: By: 6dpar (41i,els 1 2-0 1,8 B CJJ 6 :T. -"J C OPP a 4ID X BRACE 41C 41C C 8E' c52. 42N 4 38A 2M „T• IS 63/1 c 7 -31/ 7221/2 7-4 42K 37A rs' 42F 0 STAIR A L3 PLAN Elevation: 49-6 (U.N.) () Date: City of Tukwila BUILDING DIVISION B REVIEWED DECEIVED NOV 13 2018 REID MIDDLETON, INC. CONTRACTOR & ENGINEER PLEASE RESPOND TO ALL QUESTIONS, VERIFIES AND CLOUDED ITEMS ON BOTH ERECTION & SHOP DWGS. ALL VERIFIES NOT RESPONDED TO WILL BE CONSIDERED CORRECT AS SHOWN. REVIStorts No changes shr.0 bo rood, to th0 I &Mrk,,,b,.tP,,,,PP,..'" TutocANCA.MmMluon IACTEEACNIMMemmatmrkAupmu. atkIrruNMCM:PAMMUNAM mkt, Stamp signifies that the drawing complies with the intent of the structural calculations. REVIEWED FOR CODECOMPLMNCE APPROVED NOV 20 2018 12-T2- City of Tukwila BUILDING DIVISION 0 Oct 1 2018 FOR APPROVAL REV 1 DATE DESCRIPTION SITE WEWI88G SERVICES, P.O. Box 274 Wood inv I le, WA. 98072-0271 Phone: (425) 488-2156 Fax: 1425) 486-5018 STAIR A PLANS RECEIVED or, MARVELLE SOUTHCENTER TUKWILO NOV082M TUKWILA NA nwacEwrER ALLIANCE PACIFIC NN BUILDERS 022WN 02 oct 01 20ie NU mu DS 10-01-18 mm 5285 MKE 1/11 E_Ia 191 DO NOT SCALE 7 7--4 0 CID m .1401 43D Level 4 51/4 41 TYP> 41M 174 40A LANDING Intent was for stair to attach to FOR steel structure and concrete wall. Additional landing post are structurally acceptable at no additional cost to the owner. C-C HSSBx4x174 +39-0 Level I +28-0 7-8 STAIR A A -A 1 MC - Cm) CU 2G /4 0 Cm) \TYP m D-D 1D TYP 0 CU IG 7-4 5-43,g 5-0 /4 TYP Cm, Intent was for stair to attach to FOR steel structure. Additional landing post are structurally acceptable at no additional cost to the owner. pQj m STAR A B-B CONTRACTOR & ENGINEER PLEASE RESPOND TO ALL QUESTIONS, VERIFIES AND CLOUDED ITEMS ON BOTH ERECTION & SHOP DWGS. ALL VERIFIES NOT RESPONDED TO WILL BE CONSIDERED CORRECT AS SHOWN. 3 83/4 8 ENOM Nor Level 3 D +19 -8 m u) Level 2 +39-0 2D 51/4 REVIEVVED FOR CODE COMPLIANCE APPROVED NOV 202018 City of Tukwila BUILDING DIVISION Stamp signifes that the drawing complies with the intent of he structural calculations. pnlEWEIN NOV 15 2018 REID MIDDLETON, INC. SITE WELDING SERVICES, INC. FOR APPROVAL DESCRIPTION 1101 P.O. Box 274 Woodinville, WA. 98072-0274 Phone: (425) 488-2156 Fax: (425) 486-5018 RECEIVE STAIR A SECTIONS CITY OFTUK 300 MARVELLE SOUTHCENTER NOVOs20 imermu TUKWILA, WA PERMITCEN" COM ALLIANCE PACIFIC NW BUILDERS ILA 8 ER oanwe ev at m am oxo or oatt me OWCW 50 05 10-01-18 �05215 E-19 MICE 194 DO NOT SCALE BILL OF MATERIAL t-p12 •Ps B REO'D 12 ONE STAIR 35A No. to 9 ip Merk Pc Mu S:CTf01 FINL91 Ship DIAL FT. In 35A ONE STAIR STD c49 PLIgol2 A572-50 46 PLl4xl2 4174E A572-50 a8 pI2 p13 p90 L3x2xbt PLI2DAx23136 PLI2GAx9 PL14GA63318 4 3 464 4N4 4N4 A36 A36 A36 A36 BENT BENT BENT FIELD BOLTS 58 ➢ia SII1P STR 4 Stamp signifies that the drawing complies with the intent of the structural calculations. MENREIN NOV 15 201E REID MIDDLETON, INC. REVIEWED FOR CUDECOMr'LIANCE APPROVED NOV202015 REV Oct 120I8 BATE FOR GAIINnrt[Tukwila I>}' DIVIFIIUN MATERIAL: A36 U.N., WF A992, TS A500 GR-B PIPE: A53 GR-B TYP. U.N. APPROVAL/REVIEI AUTWA8ITY, PLEASE REVIEW THIS BRAKING CAREFULLY It represents our tnterpretatlo of the contract documents. How ver, the steel fabrication and the steel detai ler assume no responsibility for th accuracy of the information sh tun on the contract documents, and/er architectural and structural dr wings. This is the responslbi I y of the buyer. Unless noted to the contrary on this drawing when it Is returned fro approval, it will be assumed tat all the information shown herein has the affirmation of the approval authority. Subs pent changes to the information shown on these drawings, after the first submission, will be considered s contract changes. AWS L WABO E70XXX PRINTS ter, DOLES D.c.13/16i u.N. SKOP HMO PAINT SHOP PRIME SITE WEWING SERVICES, INC. P.O. Box 27 Wood inville WA. 98072-0274 Phone, (425) 488-2156 Fax,(425) 488-5018 JOS LOCATION STAIR A MARVELLE SOUTHCENTER RECEIVED CITY OF TUK WsL. o NOV 0 N 2018 TUKWILA, WA PERMIT CENTER ALLIANCE PACIFIC NW BUILDERS BRAWN BY Oct 01 2018 ND MO BY a5 10-1-18 JOB NO. 5215 Ne 35 MKE 19 DO NOT SCALE Section A —A ONE STAIR 36A BILL OF MATERIAL To. to Ship Ntrh No.Pc's Pc Mar LENGTH FINISH Sup Turk FT. In 36A ONE c32 STAIR PLTtx 12 A572-50 STD c21 PLItxl2 1131E A572-50 c52 MVP 10 3151E A572-50 c51 PLItxl2 10 31S16 A572-50 a15 L4x3x44 4 4hq A36 p62 8208 p70 PLI4GAx231t PL14GAx16 PLI4GAxl11116 4 4 4 46a 114 444 A36 A36 A36 BENT BENT BENT )IEVDE!W 110V 15 2018 Eij NE10 MICOLEION, INC. Stamp signifies that the drawing complies with the intent of fhc structural calculations. RFVEE D FOR CODE COMPLIANCE AYPKGVED NOVp0701E REV Dct 12018 DATE FOR APE Cit., of Tukwila 6684LILDING DIVISION 878848PTTON MATERIAL: A36 U.N., HF A992, TS A500 GR-B PIPE: A53 GR-B TYP. U.N. APPROVAL/REVIEW AUTHORITY, PLEASE REVIEW THIS 154515G CAREFULLY It represents our interpretatio of the contract documents. How ver, the steel fob ication and the steel detaller assume no responsibility for th accuracy of the information sh sin on the contract documents, and/or architectural and structural dr wings. This is the responsibili y of the buyer. On ess noted to the contrary on this drawing when It Is returned from approval, it will be assumed t at all the informs ton shown herein has the affirmation of the approval authority. Subs quent changes to the information shown an these drawings, after the first submission, will be considered as contract changes. ANS & NABO E70XXX PRIM „a_cs <13i16i U u.N. DATE REV FIELD PAINT 1 SHOP PRIME SITE V ELLDING SERVICES, INC. P.O. Box 27 Woodinville WA. 9B07 —0274 Phone: (425) 488-2156 Fax:(425) 486-5018 STAIR A RECEIVED CITY OF TUKWILA MARVELLE SOUTHCENTER NOV 0 8 2018 MEM TUKWILA, WA PERMIT CENTER ALLIANCE PACIFIC NW BUILDERS WMYP1 V act of NIB NO MOP MKE OS DATE 10-1-18 .13 RI 5215 n36 REV 19,1 00 NOT SCALE 12-23/4 BILL OF MATERIAL t,. to Ship Nark No.Pc's Pc Mar SECTIR1 LENGTH FINISH Ship TIDAL FT. In 9-412 7-101/4 L A 2-tws3 I—c94—""/ TYPE I 212 (1,79 PLAN 8 TREADS C' 11=7-9 12 Section A —A ONE STAIR 37A I-c58/ A 7 B 37A ONE STAIR STD c94 PL3gxl2 4 11916 A572-50 c79 PL3gx12 741 A572-50 c58 FLIAr12 A572-50 a28 L333o312xb, A36 a37 L3e2x316 232 A36 4 p228 9229 p65 p66 p90 tws3 11184 PLigx234 PLI4GAx23416 PL14CAx9LA PLI4GAx33'I6 TW53A 4 4144 41/4 41'4 A36 A36 A36 A36 A36 AI06 BENT BENT BENT bit2 3'f NUT A563 16+NT bit2 3'4 WASHER F436 HD FIELD BOLTS 2 14 Dia A325 I12 +1H0 WASH Stamp signifies that the drawing complies with the intent of the structural calculations. TOIEVR EWE [ Nov 15 2018 REID MIDDI. ETON, INC. REVIEWED FOR 0 Oct 1 201 REV OATS FOR P 3ACity of Tukwila DEsc DING DIVISION MATERIAL: A36 U.N., WF A992, TS A500 GR-B PIPE: A53 GR-B TYP. U.N. APPROVAL/REVIEI AUTHORITY, PIEASE REVIEW THIS DRAWING CAREFULLY It represents our interpretatio of the contract documents. How ver, the steel fob ication and the steel detailer assume no responsibility for th accuracy of the Information sh wn on the contract documents, and/or architectural and structural drawings. This is the responsiblli y of the buyer. Un ese noted to the contrary on this drawing when It is returned fro approval, It will be assumed tat all the Informs ion shown herein has the affirmation of the approval authority. Subs quest changes to the information shown on these dr sings, after the first submission, will be considered s contract changes. AHS & HABO E70XXX /\ 0 OPEN "ate (13/6> DATE APPL SNOP FIELD PAIN SHOP PRIME SDTE WfEL•DONS SERVOCE,, OK. STAIR A P.O. Box 27 Hood invi l le, WA, 98072-0271 Phone: I425) 488-215 Fax: 1425) 486-5018 R CCCIVED CITY OF TUKWILA JOB MARVELLE SOUTHCENTER NOV 0 8 2018 MUM TUKWILA, WA PERMIT CENTER ALLIANCE PACIFIC NW BUILDERS DRAM BY Oct of 20111 N axo a OS DEC 10-1-18 5215 m� nn3 7 a MKE 4 DO NOT SCALE 12-23/4 7-33715 4- 0.l /8 12 I-c58 Section B—B / 1-p228 Stamp signifies that the drawing complies with the intent of the structural calculations. DEVlEW NOV 15 2018 REID MIDDLETON. INC. 3i REVIEWED FOR CODE COMPLIANCE APPHOVCD NOV 2020B City of Tukwila 0 Oct 1 2018 FOR ifIRMILDING DIVISION REV RATE OEBCRIPTION MATERIAL: A36 U.N., WF A992, TS A500 GR—B PIPE A53 GR—B TYP. U.N. APPROVALL'REVIEM AUfl 1TY, PI EASE REVIDI THIS I ARING CAPEFU LY It represents our interpretatio of the contract documents. However, the steel fabrication and the steel detai ler assume no responsibility for th a n racy of the information shown on the contract o u men, and/or architectural and structural dr wings. This is the responsibility of the buyer. Onl ss noted to the contrary on this drawing when it is returned fro approval, it will be assured that all the information shown herein has the affirmation of the approval authority. Subs quent changes to the information shown on these dra ings, after the first submission, will be considered s contract changes. E., 80.00E AWS & WABO E?OXXX eRTNTE DATE OPEN woes <13/16> \/ U.N. SHOP PRIME APPL S. CEO v 3 SOTE WELDING SERVICES, ONC. T. STAIR A P.D. Box 27 Woodinville, WA. 98072-0274 Phone: (425) 488-2156 Fax: (425) 486-5018 REo.tivbu CITY OFTUKWILA TOR MARVELLE SOUTHCENTER NOV 0 8 201E LOCATION TUKWILA, WA PERMIT CENTER ALLIANCE mii er pet 0i 20i8 Mo 8Y 88 OS PACIFIC NW BUILDERS DATE 10-1-18 Do5215 DNeN037b '� MKE 191 DO NOT SCALE 12-03q ONE STAIR 38A 8 TREADS @ 11=7-4 Section A —A 12 19 TOF I—p65 7 REO'D BILL OF MATERIAL No. to Slip Mark No.Pc's Pc Mar SECTION LENGTH FINISH Ship TOTAL FT. In 3BA ONE c95 STAIR PL0gxl2 10,4E A572-50 STD c56 PL14,12 10 418 A572-50 c90 a30 RAW L31gx31fxt4 604 A572-50 A36 a34 02,31g04 10 A36 al5 L4x3o14 4 4b4 A36 a37 12223 p65 p23t p70 p234 tws3 L0,0,006 PLb4x5 PL44x204 PLI4GA223016 PL14GAx13016 PLI4GAx11111G PL14GAx4 TH53'4 4 4 4 4 2,2 5 204 4U4 b4 4h4 44 Ik A36 A36 A36 A36 A36 A36 A36 AI08 BENT BENT BENT blt2 04 NUT A563 H0NT 2 blt2 0p WASHER F436 HD FIELD BOLTS Dia A325 +IH0 WASH Stamp signifies that the drawing complies with the intent of the structural calculations. 0 Oct 1 2010 FOR APPR REV DATE OESCRIPT con 4 cnan°LwNCE APPROVED NO2 20 2u18 City uTTukwila till ntniG DnJS10FV- MATERIAL: A36 U.N., WF A992, TS A500 GR—B PIPE: A53 GR-8 TYP. U.N. APPROVAL/REVIEN AUTHORITY, PLEASE REVIEN THIS DRANING CAREFULLY, It represents our Interpretatio of the contract documents. How ver, the steel fall Ieation and the steel detailer assume no responsibility for th accuracy of the information sh wn on the contract documents, and/or architectural and structural dr wings, This is the responsibili y of the buyer. Un ess noted to the contrary on this drawing when it is returned fro approval, it will be assumed tat all the informa Ion shown herein has the affirmation of the approval authority. Subs quest changes to the information shown on these drawings, after the first submission, will be considered as contrast changes. rER, xn.M AWS & WABO E70XXX PRmrs n� uuce eats 01370 U u.x. DATE REV SHOP FIELD PAINT SHOP PRIME SITE WELDONG SEOCES, ONC, P.O. Box 27 Woodinville WA. 98072-0274 Phone, 14251 468-2156 Fax:(425) 486-5018 liEll roe STAIR A MARVELLE SOUTHCENTER RECEIVED CITY OF TUKWILA TUKWILA, WA NUV 0 0 2018 ALLIANCE PACIFIC NW HUIL DRAM BY est 01 2m ND emu 05 we 10-1-18 5215 nRe 38a lR MKE 194 DO NOT SCALE ? -81/1 1EVOEOEWED N NOV 1 5 2012 REID MIDDLETON, INC. IMEMMM Stamp signifies that the drawing complies with the intent of the structural calculations. REVIEWED FOR C APP5OVGD NOV 202018 City of Tukwila 0 Oct 1 20I0 FOR APPRWAULILDING DI V151VN REV DATE DESCRIPTION MATERIAL: A36 U.N., WV A992, TS A500 GR-B PIPE: A53 GR-B TYP. U.N. APPR0VAL/REVIEH AUITHORITY, PLEASE REVIER THIS DRAWING CAREFULLY It represents our Interpretatlo of the contract documen s. However, the steel fabrication and the steel detatler assume no responsibility for th accuracy of the informs tan shown on the contract documents, and/or architectural and structural dr wings. This is the respo sibility of the buyer. Unless noted to the contrary on this drawing when tt is returned fro approval, It will be as umed that all the information shown herein has the affirmation of the approval authority. Subs quent changes to the inf rmatien shown on these drawings, after the first submission, will be considered as contract changes. cEer 000' n AWS & WABO ET0XXX OPEN ace <13,16> U.R. MMTS are REV SHOP FIELD SHOP PRIZE P.O. Bonnvi 2 71 vU Wood inville, WA. 98072-0274 Phone: (925) 100-215 SITE WELDOObG SE VOCES, O8dC. Fax:14251 406-54CEIVED e>F„ STAIR A cm Y OF TUKWIL NOvb-B zee— ee MARVELLE SOUTHCENTER LOCATION TUKWILA, WA ALLIANCE PACIFIC NW BUILDERS YKE MM 6Y Oct 01 2018 0KKo 0? 00 0 MM. MONO NO DS 10-1-18 5215 38b 194 DO NOT SCALE BILL OF MATERIAL no. to Ship Mark No.Po's Pe Nor SECTION Sip TOTAL LENGTH OVA REIMS FINISH FT. 1n 1-p214 SECT. X-X SECT. X-X (1-HSS3x3x1i4x4-3) A500B 4-33/4 ONE COLUMN 39A NO AT GRID: 4&A (1-HSS3x3x1/4)(4-31/) A500B 4-33/4 ONE COLUMN 39B ND AT GRID: 4&A (-1/2) (1-HSS3x3x1/4x4-3) A500B 4-33/4 ONE COLUMN 39C ND 21i3 (1-HSS3x3x1/qx4-21/3) A500B 4-23/4 EL 39-0 Cf) W ONE COLUMN 39D N➢ AT GRID: 3&A (1-HSS3x3x1i4x4-21/3) A500B 4-23/4 ONE COLUMN 39F AT GRID: 2 8A ND 39A ONE COLUMN 139A NSS3x3x44 I /214 PLI2x514 39B 39C ONE 2 ONE p202 399 p214 p202 39C f216 PL44x514 FIELD BOLTS ip Dia SIMP STR COLUMN HS53x3x44 PLL2x51, 201,644 FIELD BOLTS Ip Eta SIMP STR COLIAIN HS53x3x44 FL12x342 A500B 0 S14 A36 4 0 0 9 544 4 511 54l A36 A5006 A36 A A5006 A36 STD STD STD 096 PL44x315 A36 FIELD BOLTS t2 Oia SIMP STR 4 39B ONE COLUMN STD 390 H553x3x44 9 2,g A5008 p228 PL5x5 A36 39F ONE COLUMN STD 39F p228 550505x44 PL4gx5 VOEWE N NOV 15 2018 10 REID MIDDLETON, INC. 255 A500B A36 Stamp signifies that the drawing complies with the intent of the structural calculations. COnF coanpl IANCE APPROVED I50V202018 Oct 12018 DATE Cly of T06wl.. Y1,11INr OIVIRION FOR DESCR FTiuN MATERIAL: A36 U.N., WF A992, TS A500 GR-B PIPE: A53 GR-B TYP. U.N. APPROVAL/REVIEW AUTHORITY, PLEASE REVIEW THIS DRAWING CAREFULLY It represents our interpretatio of the contract documents. However, the steel fah icwtion and the steel detailer assume no responsibility for th accuracy of the information shown on the contract documents, and/or architectural and structural drawings. This is the responsibtll y of the buyer. Un ess noted to the contrary on this drawing when it is returned fro approval, it will be assumed tat all the informs inn shown herein has the affirmation of the approval authority. Subs quent changes to the information shown on these drawings, after the first submission, will be considered as contract changes. CERTMIERS AW5 & WABO E70XXX 1,1145 7\0 OPCX HOLES <13/16> u.L OATE REV GIELD SHOP PRIME SITE WELDING SERVCES, V0dC. P.O. Box 27 Woodinville WA. 9507E-0274 Phone: (4251 488-2156 Fax:(4251 486-5018 ref STAIR A CITYHLGovE OFTUKWIL lee MARVELLE SOUTHCENTER NOV 0 8 2018 A AT GRID: 4&A TUKWILA, WA PERMIT CENTEF ALLIANCE PACIFIC NW BUILDERS 0.PAIn1 v Oct OI 2018 NO [WOW US DATE 10-1-18 5215 0X4NO 39 MKE 199 DO NOT SCALE BILL OF MATERIAL No. t0 Ship Nook Ib.Pa'a Pc liar SCCTICN LENSIN FINISH Sl 1p TOTAL FT. In 1—p202 10 1—p205 3/i s 2-12 2-12 1—p202 TYP 1—p205 1 1—p199 TYP 3/l e 21/2 3/16 \ <TYP 3/16 \ 1—a5 m 10 40A ONE LANDING STD hss175 NSS6x4x1't 10 II4 A5005 a5 L6x6xk15 10 A36 a20 L3x2xb4 10 A36 a22 L3x2o616 6V4 A36 a23 L3x2oS16 A36 p199 p24 p30 p202 p83 p205 p84 p198 PLb4x10 PLO4x10 PLIwx10 PLIyx5b4 PL64x474 7014x4 Kt, sl% PLb4x3t7 4 10 Ii 44 5h 4Y4 4 SAt A36 A36 A36 A36 A36 A36 A36 A36 FIELD BOLTS IAA Dia A325 a1ND BASS I 316 m m /TYP i--� P I \ i I M ---- TYP �`H\ n 1—a20 3/i e\ V 1—p30 T , 3/16 TYP 1—p 8 3 nJ 3/16 TYP> 3,18 16 \ 1—a22 1—a23 I 13/4 13i4 9/16 1—hssl?5 1 p 198 3716 [ZJ cu m nJ 1 roj T TYP p8� CEO /4 43/8 9-33'i 3/1 3i1 3/16 /l 6 m 91/8 10-21i4 ONE LANDING 40A —p84 IEVfEWE D P10V 15 2018 REID MIDDLETON, INC. X uo,��auav c.x� Stamp signifies that the drawing complies with he intent of the ructural calculations. ItV 4L 4 0fl) i—C COD— CC",B L,AI APF>F0T34105) NOV 20 2018 Oct 12018 FOR APP REV BATE DESCRIP ION of T ulcwila LDI1J11 DIVISION MATERIAL: A36 U.N., HF A992, TS A500 GR-B PIPE: A53 GR-B TYP. U.N. APPROVAL/REVIEN AUTHORITY, PLEASE REVIEN THIS DRAWING CAREFULLY It represents our interpretat10 of the contract documents. Now ver, the steel fab motion and the steel detailer assume no responsibility for th accuracy of the Information sh mn on the contract documents, end/or architectural and structural dr wings. This Is the responsibili y of the buyer. Un ess noted to the contrary on this drawing when It is returned fro approval, it will be assumed t at all the informs ion shown herein has the affirmation of the approval authority. Subs quent changes to the information shown on these drawings, after the first submission, will be considered s contract changes. AHS & HABO E70XXX PRINTS n� oPsx ors <13/16> U.N. DATE FIELD SHOP PRIME D SITE WEWING SERVDCES, ONC. STAIR A P.O. Box 27 Woodinville HA. 98072-0274 Phone: (425) 488-215 Fax:14251 4 6-5018 RFCFivEr CITY OF TUKW JOB MARVELLE SOUTHCENTER NOV 0820 ILA ND TUKWILA, WA PERMIT CENTS ALLIANCE PACIFIC NW BUILDERS BRAIN BY Oct 01 20IB NO mar OS OAR 10-1-18 JOB 52 I 40 RE0 R MKE 194 DO NOT SCALE 3 SIDES cU 1 C1J ( —1/2 ) 1-a38 LID (1-C8x11.5x9-41/4) A572-50 9-41/4 (-1/2) -03i4 4-13i4 1-f8 1,8 1/8 9 234MT= ONE BEAM 41A 3172 m ND SHOP NOTE: TOE DIRECTION FAR SIDE 8- 1-a32 /15 V tED m 318 \ 2-12 1-a29 3/16 V 2-12 2 REO'D ONE LANDING 41B 10-2 ND 2 BRACES 41C ND ONE POUR STOP 41F NO 2 WELD PLATES 41K ONE POUR STOP 41D NO PAINT N➢ 9-3 ONE 11/2 DECK 41M COMPOSITE TYPE 9-41/2 ONE 11/2 DECK 41N COMPOSITE TYPE ND ND BILL OF MATERIAL . to Shlo Nark No,Po's Pe Her CTI ip T2L MMEI --© EMI CBx11.5 L38x0t1xb4 FLb,xe2 FILLO BOLTS 24 Oia A325 LANDING FLN4xl2 L3x3ab4 1.342414 BRACE NM? POUR STOP FL216x9 POUR STOP L4x3x84 HELD PLATE PL04x3 127 DECK DK20GAx102x1I I 112 DECK DK(OGA41174112t1 =MI MI diA572-50 -■ STD 5T0 5T0 STD NP 1111111111111Y=11=1 II I NOV 15 2018 Pi REID MIDDLETON, INC. Stamp signifies that the drawing complies with the intent of the structural calculations. �J8 Cote C APPROVED NOV 2 0 8013 0 Oct i 2018 FOR REV DATE D MATERIAL: A36 U.N., WF A992, TS A500 GR-B PIPE: A53 GR-B TYP. U.N. APPROVAVREVIEW AOTIENtITY, PLEASE REVI2 THIS DEAN! NG CAREFILLLY It represents our interpretatio of the contract documents. However, the steel fabrication and the steel decal ler responsibility for th accuracy of the Information shown on the contract documents, and/or archmtectural and structural dr wings. This is the responsibility of the buyer. Unless noted to the contrary on this drawing when it Is returned fro approval, It will be assumed that all the Information shown herein has the affirmation of the approval authority. Subs quest changes to the Information shown on these drawings, after the first submission, will be considered as contract changes. r Dutoc AWS & WABO E70XXX 0 mw Deus (13/16> \/ u.x. DATE SHOP P VV� SITE WELDING SERVICES, INC. P.0. Box 274 Woodinville, WA. 98072-02/4 Phone: 11251 48B-2156 Fax:11251 186-5018 STAIR A CITY OF TUKWIL MARVELLE SOUTHCENTER NOV 08 2018 PERMIT GENIE LOCATE TUKWILA, WA ALLIANCE PACIFIC NW BUILDERS DRAWN BY Oct 01 sole NO Ds DATE 10-1—ID 5215 41 J MKE 134 DO NOT SCALE BILL OF MATERIAL 10-9 13/16 I-p71 CAP PL 12 79, IL 109716 4-0 1-m102 3 REO'D 4-0 I -61/4 I-hss73 PIPE 11/4 STD TYP ONE RAIL 42A 10-83/4 I-hss65 PIPE 11/4 STD TYP ONE RAIL 42B I-hss60 PIPE 11/4 STD TYP ONE RAIL 42D ND 7 I-p71 CAP PL I-hss64 PIPE 11/4 SYD TYP ONE RAIL 42F No -hss200 PIPE 11/4 STD TYP ONE RAIL 42K 7 10-05/16 1-m102 ND 4-0 4-0 I-41316 _- I-hss202 PIPE 11/4 STD TYP ONE RAIL 42M ND I 0-81S/16 1-m2 3 REO'D 1-p71 CAP PL 1-p71 CAP PL 9-1013/16 101,0 1013/16 4-6 4-6 I 11 1-hss64 V PIPE li4 STD TYP der ONE RAIL 42N NO 12 7513 P. to WWI; No.Pc's Pc Mar SECTINI GRACE REMAKES FINISH Ship TOTAL FT. In 42A ONE hss73 RAIL PIPE II/ STD 2 A53 STD LIN. FT. . m102 WALL BRACKET p71 P54 CAP PLATE 428 ONE RAIL STD hss65 PIPE 14 STD 2 A53 LIN. FT. . WALL BRACKET p71 P14 CAP PLATE 42C ONE RAIL STD hss194 PIPE 144 5T0 A53 x LIN. FT. . 4 m102 WALL BRACKET p71 P14 CAP PL 42D ONE RAIL STO hss60 PIPE I44 STD A53 LIN. FT. . m2 WALL BRACKET p71 P144 CAP PL 92F ONE RAIL STD hss64 PIPE 14 STD A53 LIN. FT. . 142 WALL BRACKET p7t P144 CAP PL 92K ONE RAIL STD hss200 PIPE 144 STD A53 3 LIN. FT. m102 NALL BRACKET p71 PI44 CAP PLATE 9211 ONE RAIL STD hss202 PIPE 14 STD A53 x LIN. FT. . m102 WALL BRACKET p71 P14 CAP PLATE 42N ONE RAIL STD hss64 PIPE 144 STD 12 A53 LIN. FT. . WALL BRACKET 2 p71 P14 CAP PLATE inn EWE (l Nov S 5 20i3 1U REID MIDDLETON, IN . Stamp s'gnifies that the drawing complies with the intent of the structural calculations. OCIENGINEERS /8 NEVESITH D FOR t/uc ttUO;PLWNCE NOV 20 7018 City of Tukwila Oct 12018 FOR APf5LU5NG DIVISION REV DATE DESCRIPTION MATERIAL: A36 U.N., WF A992, TS A500 GR—B PIPE: A53 GR—B TYP. U.N. APPROVAVREVIEN AUTHORITY, PLEASE REVIEW THIS ➢RAWING CAREFULLY It represents our interprotatio of the contract documents. How ver, the steel fah icatioo and the steel detailer assume no responsibility for th accuracy of the Information sh wn on the contract documents, and/or architectural and structural dr wogs. This is the responsihlll y of the buyer. Oo ess noted to the contrary on this drawing when it is returned fro approval, it will be assumed t at all the informs ton shown herein has the affirmation of the approval authority. Subs quent changes to the Information shown on these drawings, after the first submission, will be considered as contract changes. AW5 & WABO E70XXX 0053 HOL£n <13/16> N.N. PRINTS DOE REV PAINT SHOP PRIME SITE WIELDING SERVAICES, ONC. P.O. Box 274 Woodinville, WA. 9807 -0274 Phone: 1425) 488-2156 faxi11251 488-5018 ITEM STAIR A 1112 MUGU MARVELLE SOUTHCENTER TUKWILA, WA RECENVEU CITY OF PI74; VIL0 N0Y 0878 PFPDAT CEtid ALLIANCE PACIFIC NW BUILDERS MKE ND 4444Am BYpct Oi2m ND mso, BS DATE 10-1-18 JOB NO. 5215 ULM 42 RrA 191 DO NOT SCALE TYP ARCH TO VERIFY =PAINT? (1-1-19S6x6x1/4x20-41 A50013 20-43/4 EL 28-012 in --o x w A c ® � I N� 1-a17/ 10 3 4 REO'D 81'i6 /\ KEEP 20-21/4 I qp O 0-3 ONE COLUMN 43A AT GRID: 4&A (1-H554x4x1/4x9-5) A5008 9-51/4 EL 39-0 NEr, y 2 ARCH TOVE 2 .PAINT73 9-31/4 2 COLUMNS 43B t/8 1-p77 ND 3/4 Wp EL 48-6 1/4 Y, cp2 AT GRID: 3&A &A (I-H558x4x1/4x9-63/g) A5008 9-67/8 (-12) ONE BEAM 43C NO 7 NO 3/4 Wp EL 48-6 '/4 2" MINIMUM OF WELD AT ALL ANGLES IF THIS IS USED FOR FULL SUPPORT. IF USED AS ERECTION ANGLE THEN WELD PER SUPPLIER ERECTION ANGLES OR CHANGE FROM DRAWINGS? THICKNESS IS 3/8" MINIMUM IF USED FOR FULL SUPPORT 4 WELD PLATES 43K ONE BEAM 43D NO 2x19x9-812) A 9-812 01/4 2 —two2 ON C/L 2-101/4 4 RN' D 01/4 8-101/4 9-6 -p77 -12) NO PAINT NO ONE BEAM 43F 2 SHEAR PLATES 43M NO PAINT NO GC PLEASE CONFIRM THE WIDTH WITH THE REQUIRED OFFSET FROM FIRE. WIDTH CAN EXTEND TO ACCOMADOTE OFFSET COLUMN BUT REQUIRES THE SAME WELD SHOW ON 5/s4.03 OF 4", HENCE THE PLATE MAY NEED TO WIDEN TO ACHIEVE THAT WELD AND THE 1 1/2" EDGE DISTANCE. 1/ VERIFY EVERYTHING 4 RESTRAINT PLATES 43N NO PAINT 16/59.03 ND +v VERIFY EVERYTHING 2 RESTRAINT PLATES 43P Ma BILL OF MATERIAL SECTIDI L531H FINISH ip 93A ONE COLUMN 43A HSS6x6x64 20 4 A50013 SIE 4 all p81 epl PLbx8 PL8fx5A9 4 4 Bt4 A36 A36 FIELD BOLTS y4 Go A307 +2PL,2H0 WASH H4 Oia SIMP STR COLUMN 438 H554x9x44 A5008 SIE cp2 PLVIx35A A36 2 FIELD BOLTS 74 Dia A307 +2PL,2HD WASH 43C ONE BEAM STD 43C p77 108001 PLO}6x339 9 A50013 A3 52E FIELD BOLTS D4 Ore A307 10 +2H0 WASH 43D BEAM STD 43D NSS8x4x144 8 A5006 52E 77 PL 16x35A 7ss A36 FIELD BOLTS 14 OR A307 10 +2H0 WASH 93F ONE 4 43F tws2 BEAM Nib 19 1W512 Bt3 AS92 AI08 STD FIELD BOLTS 64 IN A325 +IHD NASH 4 43K 4 4 43K HELD PLATE FL0Ax4 6 NP 43M SHEAR PLATE NP 4 93N 93P 4 43M 93N 43P PL44x9 RESTRAINT PLATE PLhx4k RESTRAINT PLATE PL44x9 DEVDEWfD NOV 15 2018 REID MIDDLETON, INC. A36 NP 5 A36 NP 47'4 A36 LI, NOV 202018 0 Oct 1 2018 FOR A REV DATE DESCR Y of Tukwila -01� NGCI ✓I51 N MATERIAL: A36 U.N., WF A992, T5 A500 GR-B PIPE: A53 GR-B TYP. U.N. APPROVAL/REVIEH AUTHORITY, PLEASE REVIEW THIS DRAWING CAREFULLY. It represents our interpretatio of the contract documents. However, the steel Tab tcat ion and the steel detai ler assume no responsibility for th accuracy of the information shown an the contract documents, and7or architectural and structural dr wings. This is the responsibility of the buyer. Un ess noted to the contrary on this drawing when it Is returned from approval, it will be assumed t at all the tnforma ton shown herein has the affirmation of the approval authority. Subs quent changes to the information shown on these drawings, after the first submission, will be considered as contract changes. AWS & HABO E70XXX /\ 0 040 MOLES <13/I6> PAINT 1 SHOP PRIME SITE WELDING SERVICES, INC. PRINTS PAN REV APPl NOP FIELD P.O. 6m 27 Woodinville WA. 98072-0279 Phone: 1925) 988-2156 Fax:1425) 986-5018 ITEM t NEU STAIR A CITY OFTUKWIL MARVELLE SOUTHCENTER NOV 08 2018 TUKWILA, WA PERMIT CENTE NO NUM ALLIANCE PACIFIC NW BUILDERS tx4Aw+er Oct0I NW ND CHNO BY OS PNE 10-1-18 5215 eMa nn 43 MKE 194 DO NOT SCALE 17-0 Q 4-33 7-4 5-41/1 STAIR B SECTION 1-0 CONC. BJJ 27, 0 please reference 12/S4.03 and verify embed placement w/ GC cD, STAIR B LI PLAN Elevation: 28-0 (U.N.) If the intent is to attach to the NON-LOADBEARIN G CMU wall that is acceptable structurally. The vertical cells at the connection point will need to be fully grouted. This should be coordinated with the mason. Coordinate embed plate or post installed plate with mason. 4C L3x3x' 14M I4F 10A 16A 15A 12A IM 1A 5B 16B 2H 2H 11 14C L3x3nO'i6 STAIR B L2 PLAN Elevation: 39-0 (U.N.) 14C L3x3xy10 9 14M R lad 4J 16C I2A I5C 14F - 73 14C L383oli TYP f90 IL _ 150 16C 13A 2H 2H STAIR B L3 PLAN Elevation: 49-6 (U.N.) CONTRACTOR & ENGINEER PLEASE RESPOND TO ALL QUESTIONS, VERIFIES AND CLOUDED ITEMS ON BOTH ERECTION & SHOP DWGS. ALL VERIFIES NOT RESPONDED TO WILL BE CONSIDERED CORRECT AS SHOWN. CBxl1.5 3j16 A 140 A Stamp signifies that the drawing complies with the intent of the structural calculations. 2 PL 341 EMBED NovDEVBEWEIN i5 2018 10 REID MIDDLETON, INC. CODE CC;E'I LIANCE APO1OCVCD NOV 20 2019 City of Tukwila BUILDING DIVISION I Sep 10 201A FOR APPROVAL 0 Sep 7 2018 EONO FOR APPROVAL REV DATE DESCRIPTION SOTE WEWIOIG SERVICES, INC. 1. STAIR B P.O. Box 271 Woodinville, WA. 98072-0274 Phone: (925) 988-2156 Fax:(4251 188-5018 REEL€fVED CITY OF TURN BOB MUM MARVELLE SOUTHCENTER NOV 0 9 2011 TUKWILA, WA ILA PERMIT CENTE ALLIANCE PACIFIC NW BUILDERS DRAM BY Sep 10 2018 000 BY BABE BOB NCDA co 0E't nS OS 9-7-18 5215 E-11 R MKE 191 DO NOT SCALE BILL OF MATERIAL No. to No.Pc's Pc Mar SERI01 Section A —A 7-1061 ONE STAIR 10A 104 TYP I-p02 8 REO'0 Stamp signifies that the drawing complies with the intent of the structural calculations. Sip Mirk GRACE FINISH Slip TOTAL FT. In 10A ONE STAIR STO c77 PLtgx12 206 A562-50 510 a8 L3x2404 A36 STD 39 4 444 p62 p63 PL14GAx9616 4 904 904 A36 A36 A36 BENT BENT BENT STU STD STD FIELD BOLTS 311 Dia SIMP S1R 4 IS V I IS All/ tS NOV 15 2013 REID MIDDLETON INC COD0 CC:6;=LU,i Ar'r INCiVEED NOV 20 8,3 City f 1E01T 0ls 0 Sep 10 2018 MR AP/N.01E31NC DIVISION REV DATE DES 1PT10N MATERIAL: A36 U.N., WF A992, TS A500 GR-B PIPE: A53 GR-B TYP. U.N. APPROVAL/REVIEW AUTHORITY, PLEASE REVIEW THIS DRAWING CAREFULLY. It represents our Interpretatlo of the contract documents. However, the steel fabrication and the steel detai ler assume no responsibfllty for th accuracy of the Information shown on the contract documents, and/or architectural and structural dr wings. This is the responsibili y of the buyer. Unless noted to the contrary on this drawing when it is returned fro approval, It will be assumed t at all the information shown herein has the affirmation of the approval authority. Subs quent changes to the information shown on these drawings, after the first submission, will be considered s contract changes CERT WELDERS AWS & WABO E70XXX HINTS /\o' oxN wail <13/16> DATE REV A140 PAINT SHOP PRIME DOTE VVEILDONG SEEVOCES, OObC. 101 STAIR B P.U. Box 22 Woodinville HA. 98028-0279 Phone: (4251 488-215 Fax:14251 4 6-5018 RECFIVEry CITY OF TUK WI LOCATIM MARVELLE SOUTHCENTER TUKWILA, WA NOV 0 8 2016 1TiFil CENTE ALLIANCE PACIFIC NW BUILDERS mom Fr Sep 10 tom NB tram BY OS ONG No 1 O LA MKE 191 9-10-2018 52 15 DO NOT SCALE BILL OF MATERIAL 8-71/4 ONE STAIR 11A Section A —A a A(A.S.) A(O.H.) 7 Stamp signifies that the drawing complies with the intent of the structural calculations. Ma. La Ship Mark No.Pc's Pc Mar B£CTICH LEMUR REMAId(S FINISH Ship TOTAL FT. In IAA ONE STAIR STD c73 PL3ax12 10 711 A572-50 STD a15 L4x3xl4 41G A36 STD p62 p64 p70 PLI46Ax231q PO4GAxi534 PLI4GAxl I E146 4 4 4 418 404 464 A36 A36 A36 BENT BENT BENT STD TD TO REID MIDDLETON, INC. CO NOV 2 0 MTh REV Sep 10 2012 DATE FOR PPROV86ity of Tukwila BESC IDING DIVISION MATERIAL: A36 U.N., Wf A992, TS A500 GR—B PIPE: A53 GR—B TYP. U.N. APPROVAL/REVIEW AUTWIRITY, PLEASE REVIETN THIS IRANING CAREFULLY It represents our interpretatio of the contract documents. How ver, the steel fah icat ion and the steel detai ler assume no responsibility for th accuracy of the information sh ue on the contract documents, and/or architectural and structural dr wings. This is the responsibi I y of the buyer. le ese noted to the contrary on this drawing when it is returned fro approval, it will be assumed t at all the informs ion shown herein has the off irmatfon of the approval authority. Subs quent changes to the information shown on these dramin9s, after the first submission, mill be considered as contract changes. MTPMMS ANS & WABO E70XXX PRINTS /\0 o0n1 ors <13/10> FIELD PAINT SHOP PRIME SOTE WELDNG SERVOCES, ONC, P.O. Box 274 Woodinville, WA. 98072-0274 Phone: 1425) 488-215 Fax: 0425) 486-5010 STAIR B JOB MARVELLE SOUTHCENTER LOCUM TUKWILA, WA RECEIVE ei-TY OF TuKo NOY 0 8 20 PERMIT CEN 1 ALLIANCE PACIFIC NW BUILDERS 8 ILA MKE DRAM BY 5, 10 NIB MB MD BY 05 9-10-2018 e up. 5215 nM. Ro 1 1 199 DO NOT SCALE 7-1044 au — 43 Section A —A 79 O 5 PLAN 13 TREADS @ 11=7-4 2 9 2 ONE STAIR 12A 5. 8 REO'O J A(A.S.) A(O.H.) 7 Stamp sign'fies that the drawing complies with the intent of the structural calculations. BILL OF MATERIAL No. to Sup Mark No.Pc's Pc Mar SECTION OEM GRADE REMAIIX5 FINIS% Slip TOTAL FT. Ix 12A ONE 1c79 Ic78 I p39 p65 p66 STAIR 5T0 20012 9 70 4572-50 570 2L3012 9 Ili A572-50 510 PLI2GAx318 104 A36 BEM 5T0 PLI4GAx23016 4 44f A36 BENT 9T0 PLI401,91g 404 A36 BENT STO 0 Sep 10 2018 F REV DATE DES COG] rn i60V 2u (did COy uTTa8a11,a R9Yew, c Dl r: rt MATERIAL: A36 U.N., If A992, TS A500 GR-B PIPE: A53 GR-B TYP. U.N. APPROVAL/REVIEN AUTHORITY, PLEASE REVIEM THIS DRAWING CAREFULLY It represents our interpretatio of the contract decumen s. However, the steel fabrication and the steel detailer assume no responsibility for th accuracy of the tnforma ion shown an the contract documents, and/or architectural and structural dr wings. This is the rsspc sibilrty of the buyer. Unless noted to the contrary en this drawing when it Is returned fro approval, It will be as wiled that all the information shown herein has the affirmation of the approval authority. Subs quent changes to the information shown on these drawings, after the first submission, will be considered s contract changes. ANS & NABO E70XXX cow xo�es <13/10 PANTS DM SHOP FIELD SHOP PRIME SITE WELIONG SERVICES, INC. STAIR B P.O. Box 27 Woodinville WA. 98072-0274 Phone: 14257 188-2156 Fax:1425) 186-5018 RECEIVED CITY CIF TI IKWII F MARVELLE SOUTHCENTER to 08 2019 TUKWILA, WA PERMITCENTER ALLIANCE PACIFIC NW BUILDERS to xols clam sr oere oaexc OS 9-10-2018 5215 m 12 fro MKE 199 DO NOT SCALE BILL OF MATERIAL 1-p67 Section A —A ONE STAIR 13A 1 A(A.S.) A(O.H.) 1 Stamp signifies that the drawing complies with the intent of the structural calculations. No. to Ship Mark MLR': Pa Mar SECTION LENCIH 6FAOE ROAA(S FINI91 Ship I3A TOTAL ONE 2 c81 a15 p65 p67 p7D STAIR PLIgxl2 L4x3xbf PL14GAx23,gg PLI4GAx151346 PLI4GAxI INN FT. In 4 STD 6d44 A572-50 STD 46f A36 STD A36 BENT 46f 4141 4y A36 A36 BENT BENT STD STD STD EvlEWE� NOV 15 21Jf3 REID MIDDLETON, INC. NOV 20 2018 0 lop (0 2016 292 ty of l ulcrtiila REV DATE DEW MATERIAL: A36 U.N., WV A992, TS A500 GR-B PIPE: A53 GR-B TYP. U.N. APPROVAL/REVIEW AUTHORITY, PLEASE REVIEW THIS DRAWING CAREFULLY It represents our interpretatio of the contract documents. How ver, the steel fob ication and the steel detailer assume no responsibility for th accuracy of the information sh wn on the contract documents, and/or architectural and structural dr wings. This is the responsibni y of the buyer. Un ess noted to the contrary on this drawing when it is returned fro approval, it mill be assumed t at all the informs ion shown herein has the afflrmat ion of the approval authority. Subs gaent changes to the information shown on these dr wings, after the first submission, will he considered as contract changes. AW5 & WABO E70XXX PRINTS 0 outs mars <13/16> U u,x. DATE APP SHY PAINT SHOP PRATE SDTE WMM®IIOOOG SER990CFS, VIrMC. P.B. Box 27 Woodinville, WA. 99072-0274 Phone: (4251 488-215 Fax:(1851 486-5018 STAIR B HtCEIVED CITY OF TUK W I JOB MARVELLE SOUTHCENTER NOV 0 8 2018 uanm TUKWILA, WA PERMIT CENTE ALLIANCE PACIFIC NW BUILDERS A MKE mom ar Sep ID mg MB ar BS DATE 9-10-2018 5215 13 aux 194 DO NOT SCALE BILL OF MATERIAL No. to Ship Mark No Pc'a POW r BERM LEMGIM MU ftENo 4S FINISH sip TOTAL FT. In (1-C8x11.5x10-11/8) A572-50 10-112 (-12) 4-83/q 115/9 1-p42IL A --': Ire - AI 9-I I5/9 1 2 BEAMS 14A SHOP NOTE: TOE DIRECTION FAR SIDE 0-0 MB 1-0 8-0 1-0 4 SPA @ 2-0 0/C • 2 DECK SUPPORTS 14B MB 4-7 912 3-0 912 4 DECK SUPPORTS 14C MB 112 312 4 SHEAR TABS 14D C/6 2 POUR STOPS 14F MB 4 POUR STOPS 14K MB 0-l1/2 MB nJ 4-31/1 8 5,3 4-31/4 2 112 TYPE B DECKS 14M COMPOSITE TYPE MB Stamp signifies that the drawing complies with the intent of the structural calculations. v, 14A 2 BEAM STD 14A CB%11.5 10 A572-50 STD (42 PLb4x2 A36 STD FIELD BOLTS 54 oia A325 424 4IH➢ WASH 14B DECK SUPPORT STD I48 L3x3014 10 A36 STD FIELD BOLTS 10 5B Dia SIMP STR 4 4 14C 4 DECK SUPPORT STD 14C 4 A36 STD FIEL➢ BOLTS St Du SIMP Sift 4 4 140 SHEAR TAB NP 1411 PLl4x31q A36 14F 19F POUR STOP PLS46 x9 614 A36 STD STD I4K 4 POUR STOP HP 19K PLS'16x9 9i0 A36 Ito TYPE B DECK 14M DK20GA.1kx1214 DEVOENNEn Nov 15 "10 REID MIDDLETON, INC. It4 COD._ CC;el'Ll Al2CG AstBuYua AN 90 2019 r`iey of T, tt u41a 0 Sep 10 2014 FOR A flat0ILDlNG DIVISION REV AT DESCRIPTION MATERIAL: A36 U.N., WE A992, TS A500 GR-B PIPE: A53 GR-B TYP. U.N. APPROVAL/REVIEM AUTHORITY, PLEASE REVIEM THIS MAKING CAREFULLY, It represents our Interpretatfo of the contract documents, However, the steel fabrication and the steel detailer assume no responsibility for th accuracy of the information shown on the contract documents, and/or architectural and structural dr wings. This Is the responsibility of the buyer. Un ess noted to the contrary on this drawing when it Is returned fro approval, It will be assumed t at all the Information shown herein has the affirmation of the approval authority. Subs queot changes to the information shown an these dr wings, after the first submission, will be considered as contract changes. CERT AWS & WABO E70XXX PRINTS n 0 O. NUS <s13i16> \/ u.M. DATE REV FIELD PAINT SHOP PRIME SITE WELDING SERVICES, INC. P.U. Box 27 Woodinville, WA. 9807E-0274 Phone: (4251 4BS-2156 Fax: 14251 186-5018 STAIR B CITY OF TUKWILA JOB MARVELLE SOUTHCENTER NOV 0 8 20t8 uunm TUKWILA, WA PERMIT CENTER ALLIANCE PACIFIC NW BUILDERS 0400004 In' Sep 10 2010 MB mum OS DATE 9-10-2018 JOB AM. 5215 oxc NO 14 MKE 199 DO NOT SCALE BILL OF MATERIAL No. to Ship Mark N0.Pc'S Pc Mar SECii LENGTH TRADE F6NAId(S FINISH Slip TOTAL FT. in IPA ONE RAIL STD 10-413719 I-p71 CAP PL 1-m102 3 REO'D :i7 ry coos in 109i1 4-0 4-0 li t 1-hss73 PIPE 1174 STD ONE RAIL 15A 10-57 MB 1 -m2 RED' D -973 3-4 3-4 2-0 1/47917 Ltl 1-hss77 PIPE 11/4 STD ONE RAIL 15B MB 1-p71 CAP PL 75/8 10-811j15 1-hss79 PIPE 11/4 STD ONE RAIL 15C 10-057i6 m102 3 RE0'D 1-hss86 PIPE 11/4 STD ONE RAIL 15D MB MB Stamp signifies that the drawing complies with the intent of the structural calculations. %/, hss73 m2 PIPE II/ STD WALL BRACKET II 0 0 101 A53 t LIN FT p71 PLtgxlil%6 A36 15B ONE RAIL 5T0 hss77 PIPE 1Se STD A53 t LIN FT m2 WALL BRACKET IBC ONE RAIL STD hss79 PIPE III STD 12 A53 LIN FT m2 WALL BRACKET p71 PLIts 111 6 A36 I5D ONE RAIL STD hssA6 PIPE III STD A53 t LIN FT m2 WALL BRACKET p71 PLIExi114E A36 EVIEWE Nov 15 2213 REID MIDDLETON, INC. COD:_ Cc NO 20 ZG,3 REV Sep 10 2018 GATE FOR Cif, of Tckv:la PROVIDING DIVi 2MION DESCRIPTION MATERIAL: A36 U.N., WF A992, TS A500 GR—B PIPE: A53 GR—B TYP. U.N. APPROVAL/REVIEN AUTHORITY, PLEASE REVIEN THIS CRANING CAREFULLY It represents our loterpretatio of the contract documents. Row ver, the steel tab Icarian and the steel detailer assume no responsibility for th accuracy of the information sh wn on the contract documents, and/or architectural and structural dr wings. This is the responslblli y of the buyer. En ess noted to the contrary on this drawing mben it is returned fro approval, it will be assumed tat all the informs ion shown herein has the affirmation of the approval authority. Subs guent changes to the Information shown on these dr wings, after the first submission, will be considered s contract changes. AVIS & NABO E70XXX PRINTS n O oaN Nmu <13/10> sO U.N. DATE PILO SWOP PRIME SITE WELDING SEM/1CFS, INC. P.O. Box 274 Woodinville, WA. 98072-0274 Phone: (425) 488-2156 Fax: (425)486-501AECEIVED ITEM STAIR B JOB MARVELLE SOUTHCENTER LOCATION TUKWILA, WA NO PERMIT GENE L ALLIANCE PACIFIC NW BUILDERS A MKE MANN BY Sep l0 2oi6 MB mossOS DATE 9-10-2018 JOB NO. SE 15 nus NO 15 19 DO NOT SCALE BILL OF MATERIAL No. to Alp Nark M.Pc'a Pc Hat SECIIR LENGTH (RAW RENWIX5 FIKI91 Ship TOTAL a. In I6A ONE RAIL 678 1—p71 CAP PE CaJ 1—p71 CAP PL 0-83iq I—m102 3 REQ'D _4 1031g 9-1091 1—p7I /CAP PL 4-6 4-6 109916 1—hss65 PIPE 1l/q SID ONE RAIL 16A MB 1 1-911i16 1—m102 4 REQ'D C1 101/8 10-11916 3--4 3-4 3-4 119i16 1—hss60 PIPE 11/1 STD ONE RAIL 16B MB Hp 71 CAP PL 12 hss65 PIPE it, S70 A53 t LIN FT m102 NALL BRACKET p7I rtAxl liq A36 168 ONE RAIL STD hss60 PIPE 113 Sip A53 t LIN FT 4 m102 WALL BRACKET 2 p71 PLtaxll196 A36 2 RAIL STD 2 hss64 PIPE Iba STD A53 t LIN FT m102 NALL BRACKET 4 p7I PLtgxiil45 A36 10-815i16 1—hss64 PIPE 1141 STD Stamp signifies that the drawing complies with the intent of the structural calculations. NOV 15 gals REID MIDDLETON, INC. MATERIAL: A36 U.N., WF A992, TS A500 GR—B PIPE: A53 GR—B TYP. U.N. APPROVAL REVIEW AUTHORITY, PLEASE REVIEW THIS ORAWINO CAREFULLY It represents our interpreretio of the contract documents. Now ver, the steel Pab ieatien and the steel detai ler assume no responsibility for th accuracy of the information sh wn on the contract documents, and/or architectural and structural dr wings. This is the responsibili y of the buyer. Un ass noted to the contrary on this drawing when it is returned fro approval, it will be assumed tat all the informs ion shown herein has the affirmation of the approval authority. Subs geont changes to the Information shown on these dr wings, after the first submission, will be considered as contract changes. ANS & MBE, E70XXX PRINTS /\ FEN NOUN <13/16> / U.R. DATE OPT 5NOR FIELD PAINT 1 SHOP PRIME SITE VVELDh7' G SERVICES, lNC. P.B. Box 274 Woodinville, WA. 9807 —0274 Phone: 1425) 488-2156 Fax:w25) 486-5018 ITEM STAIR B JOB LOUTIM MARVELLE SOUTHCENTER TUKWILA, WA RECEIVED CITY OF TUK Wit NOV 082018 PERMIT 1 107'TFA ALLIANCE PACIFIC NW BUILDERS MKE mm HY Sep 10 2ola MB CKKO a DS 9-10-2016 ma w. 5215 aNn Nn 16 199 DO NOT SCALE