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Home My WebLink AboutPermit D18-0348 - SHOWALTER MIDDLE SCHOOL - NEW BUILDINGS (VOLUME 2 PLANS)SCHOOL DISTRICT T cL do not cuthorlic 2doptcd standards or ordinances. ty for the adequacy of the design rests toi:illy with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resuhritt,l of revised drawings for subsequent approval. Final acceptance is subject to field incpaetion by the Public Works utilities inspector. Date: By: j j5 2 2t 04LL 2or,-Lt33-o119'ro5ci-tet t.aLt (} MANoivroCW pR2-cow tiger I Rel 1,0171.1 puau c Wo2u5 PROJECT DATA DRAWING INDEX PROJECT DESCRIPTION: DEMOLISH 12,600 SF 1-STORY CLASSROOM BUILDING, CONSTRUCT NEW 19,993 SF 2-STORY CLASSROOM BUILDING, 2,256 SF ADDITION TO GYM, 2,008 SF ADDITION TO CAFETERIA/COMMONS, CARPET TILE @ EXISTING CLASSROOMS, MECHANICAL EQUIPT UPGRADES, FIRE ALARM UPGRADES, ADDITION OF SECURE ENTRY VESTIBULE, REMOVAL OF PORTABLES (NIC), AND STAND-BY GENERATOR (BID ALTERNATE) SITE ADDRESS: 4628 S 144TH STREET, TUKWILA, WA 98168 PARCEL NO: 152304-9108 LEGAL DESCRIPTION: SECTION 15, TOWNSHIP 23 N, RANGE 4 E, W.M. CITY OF TUKWILA, KING COUNTY PROJECT TEAM OWNER: TUKWILA SCHOOL DISTRICT 4640 S 144TH STREET, TUKWILA, WA 98168 CONTACT: JEFF FEENEY, PROJECT MANAGER TEL: (206) 979-9370 ARCHITECT: CIVIL ENGINEER: LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL & ELECTRICAL ENGINEER: GEOTECH ENGINEER: ROLLUDA ARCHITECTS 105 S MAIN ST, SUITE 323, SEATTLE, WA 98104 CONTACT: ALEXANDER CLARK, AIA SUSAN NEATON, AIA TEL: (206) 624-4222 AHBL, INC 1200 6TH AVE #1620, SEATTLE, WA 98101 CONTACT: CHARLIE PALMER, PE TEL: (206) 267-2425 AHBL, INC 1200 6TH AVE #1620, SEATTLE, WA 98101 CONTACT: CRAIG SKIPTON TEL: (206) 267-2425 REID MIDDLETON 728 134TH ST SW, SUITE 200, EVERETT, WA 98204 CONTACT: PAUL CROCKER, SE TEL: (425) 741-3800 TRES WEST ENGINEERS 2702 S 42ND ST #301, TACOMA, WA 98409 CONTACT: DAVID MOORE,PE 472-3300 3 SHANNON & WILSON 400 N 34TH ST, STE 100, SEATTLE, WA 98103 CONTACT: MARTIN W. PAGE, PE, LEG TEL: (206) 632-8020 VICINITY MAP General G1.01 G1.02 G1.03 G1.04 G1.05 G1.06 1of3 2 of 3 3 of 3 Civil C1.00 C1.01 C2.00 C2.01 C2.02 C3.00 C3.01 C4.00 C4.01 C4.02 C4.03 0 C5.01 C5.02 Landscape L1.00 L1.01 L1.02 L2.00 L3.00 L3.01 L3.02 Architectural AD1.01 AD1.02 AD1.03 AD1.04 AD1.05 A1.01 A1.11 A1.12 A1.13 A1.14 A1.15 A2.01 A2.02 A2.03 A2.04 A2.05 A2.06 A2.07 A2.11 A2.12 A2.21 A2.22 A2.23 A2.24 A2.25 A2.31 A2.32 A2.33 A2.51 A2.71 A2.72 A2.76 A3.11 A3.21 A3.22 A3.23 A3.24 A3.31 A4.11 COVER SHEET CODE DATA, ABBREVIATIONS, GENERAL NOTES KEY PLAN 1ST FLR CODE & EXITING PLAN - BLDG A,B,C,D 2ND FLR CODE & EXITING PLAN - BLDG A & B PHASING PLANS TOPOGRAPHIC SURVEY TOPOGRAPHIC SURVEY TOPOGRAPHIC SURVEY COVER SHEET TUKWILA STANDARD CONSTRUCTION PLAN NOTES DEMOLITION AND TESC PLAN DEMOLITION AND TESC PLAN TESC DETAILS GRADING PLAN GRADING PLAN CIVIL UTILITY PLAN CIVIL UTILITY PLAN CIVIL UTILITY DETAILS CIVIL UTILITY DETAILS V PAVING AND MARKING PLAN PAVING AND MARKING DETAILS MATERIALS KEY PLAN MATERIALS PLAN MATERIALS AND PLANTING PLAN LANDSCAPE DETAILS IRRIGATION SITE PLAN IRRIGATION PLAN IRRIGATION DETAILS DEMOLITION SITE PLAN BUILDING DEMOLITION EXISTING BLDG B DEMOLITION EXT. ELEVATIONS, (E) BUILDING COMMONS DEMO PLAN - BLDG A GYM DEMO PLAN - BLDG C SITE PLAN PARTIAL SITE & DEMO PLAN - BLDG A ENTRY EXTERIOR ELEV. - BLDG A SECURE ENTRY EXTERIOR STAIR & RAMP - BLDG A SECURE ENTRY EXTERIOR STAIRS - BLDG A SECURE ENTRY, COMMONS GEN. ENCLOSURE BID ALTERNATE #1 + BASE BID 1ST FLOOR OVERALL PLAN - BLDG A,B,C,D 2ND FLOOR OVERALL PLAN - BLDG A,B,C,D ATTIC LEVEL MECHANICAL - BLDG A 1ST FLOOR SOUTH FINISH PLAN - BLDG A 1ST FLOOR NORTH FINISH PLAN - BLDG A 2ND FLOOR SOUTH FINISH PLAN - BLDG A 2ND FLOOR NORTH FINISH PLAN - BLDG A COMMONS FLOOR PLAN - BLDG A COMMONS ROOF PLAN - BLDG A 1ST FLOOR PLAN - BLDG B 2ND FLOOR PLAN - BLDG B ROOF & CLERESTORY PLANS - BLDG B 1ST FLOOR FINISH PLAN - BLDG B 2ND FLOOR FINISH PLAN - BLDG B GYM FLOOR PLAN - BLDG C GYM ROOF PLAN - BLDG C GYM FINISH PLAN - BLDG C ENLARGED DEMO & FLOOR PLAN - BLDG A ENLARGED PLANS - BLDG B ENLARGED PLANS - BLDG B ENLARGED RESTROOM PLANS - BLDG B COMMONS EXT ELEVATIONS - BLDG A EXTERIOR ELEVATIONS - BLDG B EXTERIOR ELEVATIONS - BLDG B ENLARGED EXT ELEVATIONS - BLDG B ENLARGED EXT ELEVATIONS - BLDG B EXTERIOR ELEVATIONS - BLDG C BLDG SECTIONS - BLDG A A4.21 BLDG SECTIONS - BLDG B A4.31 BLDG SECTIONS - BLDG C A5.11 WALL SECTIONS - BLDG A A5.12 WALL SECTIONS - BLDG A A5.21 WALL SECTIONS - BLDG B A5.22 WALL SECTIONS - BLDG B A5.31 WALL SECTIONS - BLDG C A6.01 ROOM FINISH SCHEDULE A6.02 DOOR SCHEDULE - DOOR TYPES A6.03 WINDOW SCHEDULE A6.04 WALL, FLOOR & ROOF ASSEMBLIES A6.05 WINDOW PATTERN TYPES A7.11 REFLECTED CEILING PLAN - BLDG A A7.21 REFLECTED CLG PLAN - BLDG B A7.22 REFLECTED CLG PLAN - BLDG B A7.31 REFLECTED CLG PLAN - BLDG C A7.41 ENLARGED ENTRY 1ST FLOOR RCP - BLDG A A7.51 ENLARGED 2ND FLOOR RCP - BLDG A A8.11 INTERIOR ELEVATIONS - BLDG A A8.12 INTERIOR ELEVATIONS - BLDG A A8.21 INTERIOR ELEVATIONS - BLDG B A8.22 INTERIOR ELEVATIONS - BLDG B A8.23 INTERIOR ELEVATIONS - BLDG B A8.24 INTERIOR ELEVATIONS - BLDG B A8.25 INTERIOR ELEVATIONS - BLDG B A8.26 INTERIOR ELEVATIONS - BLDG B A8.27 RESTROOM ELEVATIONS - BLDG B A8.31 INTERIOR ELEVATIONS - BLDG C A8.41 TYPICAL MOUNTING HEIGHTS A9.01 DETAILS EXTERIOR A9.02 DETAILS EXTERIOR - BLDG B A9.03 DETAILS EXTERIOR WALLS - BLDG A A9.04 DETAILS EXTERIOR WALLS - BLDG B A9.05 DETAILS EXTERIOR WALLS - BLDG B A9.06 DETAILS EXTERIOR WALLS - BLDG C + A A9.08 DETAILS EXTERIOR DOORS & WINDOWS A9.09 DETAILS EXTERIOR DOORS A9.10 DETAILS EXTERIOR WINDOWS A9.11 DETAILS EXTERIOR WINDOWS A9.12 DETAILS EXTERIOR SUNSHADES A9.15 DETAILS TYPICAL EXTERIOR ROOF A9.16 DETAILS ROOF - BLDG B A9.17 DETAILS ROOF - BLDG C A9.18 DETAILS TYPICAL EXTERIOR ROOF A9.20 DETAILS INTERIOR FLOORS & STAIRS A9.21 DETAILS INTERIOR STAIRS A9.22 DETAILS INTERIOR WALLS - BLDG A A9.23 DETAILS INTERIOR WALLS - BLDG B A9.24 DETAILS INTERIOR CEILING A9.25 DETAILS INTERIOR DOORS & WINDOWS A9.30 DETAILS A9.31 DETAILS INTERIOR CASEWORK Structural S0.01 S0.02 S0.03 S0.04 S0.05 S0.06 S2.01 S2.02 S2.03 S2.11 S2.12 S2.21 S2.22 S2.23 S2.31 S2.32 S2.51 S3.01 S3.02 S3.03 S5.01 S5.02 GENERAL STRUCTURAL NOTES & INDEX GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES SPECIAL INSPECTION SCHEDULE SPECIAL INSPECTION SCHEDULE STRUCTURAL ABBREVIATIONS & SYMBOLS BUILIDNG PLAN BLDG A, B, C, D FIRST FLOOR BUILIDNG PLAN BLDG A, B, C, D SECOND FLOOR&ROOF BUILDING PLAN-BLDG A,B,C,D ROOF PARTIAL FDN AND FLR PLAN - BLDG A COMMONS PARTIAL ROOF FRAMING PLAN - BLDG A COMMONS FDN AND FIRST FLR PLAN - BLDG B CLASSROOM SECOND FLOOR PLAN - BLDG B CLASSROOM ROOF PLAN - BLDG B CLASSROOM FOUNDATION AND FIRST FLR PLAN - BLDG C GYM ROOF FRAMING PLAN - BLDG C GYM BUILDING A EAST ENTRY PLANS BRACED FRAME ELEVATIONS - BLDG B EXTERIOR WALL ELEVATIONS - BLDG B TRUSS ELEVATION - BLDG C TYPICAL CONCRETE DETAILS TYPICAL CONCRETE DETAILS S5.03 TYPICAL CONCRETE DETAILS S5.04 FOUNDATION DETAILS 55.05 FOUNDATION DETAILS S5.06 FOUNDATION DETAILS S5.21 TYPICAL MASONRY DETAILS S5.22 MASONRY&STEEL FRAMING DETAILS S5.31 TYPICAL STEEL DETAILS S5.32 TYPICAL STEEL DETAILS S5.33 TYPICAL STEEL DETAILS S5.34 TYPICAL STEEL DETAILS S5.35 STEEL FRAMING DETAILS S5.36 ROOF FRAMING DETAILS S5.37 ROOF FRAMING DETAILS S5.38 ROOF FRAMING DETAILS S5.39 MISC ROOF FRAMING DETAILS S5.41 BRACED FRAME DETAILS S5.42 BRACED FRAME DETAILS S5.50 STEEL TRUSS DETAILS S5.71 TYPICAL METAL FRAMING DETAILS Mechanical M0.01 M0.02 M0.03 M0.04 M0.05 M0.06 MD1.01 MD1.02 MD1.03 MD1.04 MD1.05 MD1.06 MD1.07 M1.01 M1.02 M2.01 M2.02 M2.03 M2.04 M2.05 M3.01 M3.02 M3.03 M3.04 M3.05 M3.06 M3.07 M3.08 M3.09 M3.10 M3.11 M3.12 M4.01 M4.02 M5.01 M5.02 M5.03 M6.01 M7.01 M8.01 M8.02 M8.03 M8.04 M8.05 M8.06 M8.07 M8.08 M9.01 M9.02 M9.03 M9.04 M9.05 M9.06 M9.07 SEPARATE PERMIT RE LURED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION MECHANICAL LEGEND, ABBREVIATIONS & DRAWING INDEX MECHANICAL GENERAIL NOTES & SCHEDULES MECHANICAL SCHEDULES MECHANICAL SCHEDULES MECHANICAL SCHEDULES MECHANICAL SCHEDULES UPPER/LOWER DEMOLITION ATTIC PLAN - SOUTH UPPER/LOWER DEMOLITION ATTIC PLAN - CENTRAL UPPER/LOWER DEMOLITION ATTIC PLAN - NORTH MECHANICAL DEMOLITION ROOF PLAN - SOUTH MECHANICAL DEMOLITION ROOF PLAN - CENTRAL MECHANICAL DEMOLITION ROOF PLAN - NORTH MECHANICAL DEMOLITION PLAN - BUILDING C PLUMBING BELOW GRADE - BLDG A PLUMBING FLOOR PLAN - BLDG A PLUMBING BELOW GRADE - BLDG B PLUMBING 1ST FLR. PLAN - BLDG B PLUMBING 2ND FLR. PLAN - BLDG B 1ST FLR. VRF PIPING PLAN - BLDG B 2ND FLR. VRF PIPING PLAN - BLDG B HVAC PLAN - BLDG A FIRST FLR. HVAC PLAN - BLDG B HVAC FLOOR PLAN - BLDG C 2ND FLOOR HVAC PLAN - BLDG B UPPER/LOWER ATTIC MECH. PLAN -"A" SOUTH UPPER/LOWER ATTIC MECH. PLAN - "A" CENTRAL UPPER/LOWER ATTIC MECH. PLAN - "A" NORTH MECHANICAL ROOF PLAN - BLDG "A" - SOUTH MECHANICAL ROOF PLAN - BLDG "A" - NORTH MECH. ROOF PLAN - BLDG A MECH. ROOF PLAN - BLDG B MECHANICAL ROOF PLAN - BLDG C PLUMBING ENLARGED PLANS & DETAILS MECHANICAL DEMOLITION/NEW-BOILER ROOM PLUMBING WASTE & VENT RISER DIAGRAM PLUMBING DOMESTIC WATER RISER DIAGRAM REFRIGERANT PIPING DIAGRAM BLDG B CLASSROOM MECHANICAL SECTIONS FIRE PROTECTION PLANS - BUILDINGS A,B DDC REFERENCE PLAN - FIRST FLOOR BLDG A - SOUTH DDC REFERENCE PLAN - FIRST FLOOR BLDG A - NORTH DDC REFERENCE PLAN - BLDG D DDC REFERENCE PLAN - SECOND FLOOR A - SOUTH DDC REFERENCE PLAN - SECOND FLOOR A - NORTH DDC REFERENCE PLAN - UP./LOW. LEVEL ATTIC - S DDC REFERENCE PLAN - UP./LOW. LEVEL ATTIC - C DDC REFERENCE PLAN - UPJLOW. LEVEL ATTIC - N MECHANICAL DETAILS MECHANICAL DETAILS MECHANICAL DETAILS MECHANICAL DETAILS MECHANICAL DETAILS MECHANICAL DETAILS MECHANICAL DETAILS rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 8250 REGISTERED ARCHT 1 rAlex E. F(ollud JA STATE OF WASHINGTON Electrical E0.01 E0.02 E0.03 E1.01 E1.02 ED1.01 ED1.02 ED1.03 ED1.04 E2.11 E2.21 E2.21A E2.22 E2.22A E2.31 E2.31A E2.51 E3.11 E3.21 E3.22 E3.23 E3.51 E4.11 E4.12 E4.21 E4.22 E4.23 E4.31 E5.11 E5.21 E5.22 E5.31 E5.51 E6.01 E6.02 E6.03 E6.04 E6.05 E7.01 E7.02 E7.03 E7.04 ELECTRICAL LEGEND, GENERAL NOTES AND ABBREVIATIONS ELECTRICAL SCHEDULES ELECTRICAL SCHEDULES PARTIAL SITE PLAN ELECTRICAL TELECOMM SITE PLAN ELECTRICAL DEMOLITION PLAN - BLDG A ELECTRICAL DEMOLITION PLAN - BLDG C ELECTRICAL DEMOLITION PLAN - ROOF ELECTRICAL DEMOLITION ONE LINE DIAGRAM LIGHTING PLAN - BLDG A LIGHTING PLAN - FIRST FLOOR BLDG B LIGHTING CONTROL ZONE PLAN - FIRST FLOOR BLDG B LIGHTING PLAN - SECOND FLOOR BLDG B LIGHTING CONTROL ZONE PLAN - SECOND FLOOR BLDG B LIGHTING PLAN - PARTIAL BLDG C GYM LIGHTING CONTROL ZONE PLAN PARTIAL - BLDG C LIGHTING PLAN - BLDG A ENTRY POWER PLAN - BLDG A POWER PLAN - FIRST FLOOR - BLDG B POWER PLAN - SECOND FLOOR - BLDG B POWER PLAN - ROOF BLDG B POWER PLAN - BLDG A - ENTRY MECHANICAL POWER PLAN - BLDG A MECHANICAL POWER PLAN - PARTIAL ROOF PLAN BLDG A MECHANICAL POWER PLAN - FIRST FLOOR BLDG B MECHANICAL POWER PLAN - SECOND FLOOR BLDG B MECHANICAL POWER PLAN - ROOF BLDG B MECHANICAL POWER PLAN - PARTIAL BLDG C SYSTEMS PLAN - BLDG A SYSTEMS PLAN - FIRST FLOOR BLDG B SYSTEMS PLAN - SECOND FLOOR BLDG B SYSTEMS PLAN - PARTIAL BLDG C SYSTEMS PLAN - BLDG A - ENTRY ELECTRICAL DETAILS ELECTRICAL DETAILS ELECTRICAL DETAILS ELECTRICAL DETAILS ELECTRICAL DETAILS ELECTRICAL ONE LINE DIAGRAM ELECTRICAL PANEL SCHEDULES ELECTRICAL PANEL SCHEDULES ELECTRICAL PANEL SCHEDULES REVISIONS No chanties snap : e nia0e f0 the scope Of work v.nnoui e,0' apoi0vai of the Tuh.vila Building D vBion NOTE: Re,sions will ieoure a new plan submittal anc "ov 'nOcve ,00dnional elan review. IPertnitFNoL. Plan review approval Is subject To errors ano omissions Approval of construction eocuments does arc auto. nze the violation of any armored code or ordinance Receipt or ap91veo Field Copy and rame,sa SnA� eddec: By. Date. <i 30 =29(q Gay/ of Tu"wlia BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 5 2019p City of Tukwila BUILDING DIVISION CORRECTION LTR# 1 RECEIVED CITY OF TUKWILA APR 01 2019 PERMIT CENTER v0z 0 Fe ,.,1= C/) 0 --Jp-v 0-0 1 i- (1) w co =I < i T Tr uJ boa • = 0 I-i!)2 v1=-E REVISION DATE PERMIT RESPONSE 2/4/2019 Design: SN Drawn: MM Checked: AC Project No. 331-17-01 Issuance Date: 01-24-2019 Drawing Title COVER SHEET Drawing Number GI.O1 ABBREVIATIONS SYMBOLS GENERAL NOTES CODE DATA rolluda architects AC ASPHALTIC CONCRETE ACC ACCESSIBLE ACP ACOUSTICAL CEILING PANEL ACST ACOUSTICAL AD AREA DRAIN ADDM ADDENDUM ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT ALT ALTERNATE AL, ALUM ALUMINUM ANOD ANODIZED APPROX APPROXIMATE APT APARTMENT ARCH AUTO AV AWP BB BD BLDG BLKG BO BOT BRG BRZ BUR CAB CB CEM CER CG CH CI CJ CIP CL CLG CLO CLR CMU CO COL COMM CONC CONN CONSTR CONT CORR CPT CR CSWK CTR CW CW CU CU D DBL DEMO DET DF DIA DIAG DIV DMPF DN DOAS DR DS DW DWG DWR DF E EIFS EJ EL ELEC ELEV ENCL EO EP EQ EQUIP ESCAL ETR EXH EXP EXIST EXT FA FCIO FCP FD FDC FDTN FE FEC FH FHC FIG FIN FLEX FLR FLUOR FO FOIC FP FR FRMG FRP FRT FT FTG FUT FVC FWC FWP GA GALV GEN GFRC GFRG GFRP GL GYP GYP BD H HB HCWD HD HDBD HDW HDWD HM HO HORIZ HR HT HVAC ARCHITECT, ARCHITECTURAL AUTOMATIC AUDIO VISUAL ACOUSTICAL WALL PANEL(S) BULLETIN BORD BOARD BUILDING BLOCKING BOTTOM OF BOTTOM BEARING BRONZE BUILT UP ROOFING CABINET CATCH BASIN CEMENT, CEMENTITIOUS CERAMIC CORNER GUARD COAT HOOK CAST IRON CONTROL JOINT CAST -IN -PLACE CENTERLINE CEILING CLOSET CLEAR CONCRETE MASONRY UNIT CLEAN OUT, CASED OPENING COLUMN COMMUNICATION CONCRETE CONNECTION, CONNECT CONSTRUCTION CONTINUOUS, CONTINUE CORRIDOR CARPET CARD READER CASEWORK CENTER CEMENT WALK CURTAIN WALL CUBIC CONDENSING UNIT DEEP, DEPTH DOUBLE DEMOLISH, DEMOLITION DETAIL DRINKING FOUNTAIN DIAMETER DIAGONAL DIAGRAM DIVIDE, DIVISION DAMPPROOF, DAMPPROOFING DOWN DED. OUTDOOR AIR SYST. DOOR, DRESSING ROOM DOWNSPOUT DISHWASHER DRAWING DRAWER DRINKING FOUNTAIN EAST EXTERIOR INSULATION AND FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRIC, ELECTRICAL ELEVATOR ENCLOSE, ENCLOSURE EDGE OF ELECTRICAL PANEL EQUAL EQUIPMENT ESCALATOR EXHAUST THROUGH ROOF EXHAUST EXPANSION, EXPOSED EXISTING EXTERIOR FIRE ALARM FURNISHED BY CONTRACTOR INSTALLED BY OWNER FIBER CEMENT PANEL FLOOR DRAIN FIRE DEPARTMENT CONNECTION FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE HYDRANT FIRE HOSE CABINET FIGURE FINISH, FINISHED FLEXIBLE FLOOR, FLOORING FLUORESCENT FACE OF, FINISHED OPENING FURNISHED BY OWNER INSTALLED BY CONTRACTOR FIRE PROTECTION, FIREPROOF FRAME, FIRE RATED FRAMING FIBER GLASS REINFORCED PANEL FIRE RETARDANT TREATED FOOT, FEET FOOTING FUTURE FIRE HOSE VALVE CABINET FABRIC WALL COVERING FABRIC WRAPPED PANEL(S) GAGE GALVANIZED GENERAL, GENERATOR GLASS -FIBER REINFORCED CONCRETE GLASS -FIBER REINFORCED GYPSUM GLASS -FIBER REINFORCED PLASTIC GLASS GYPSUM GYPSUM BOARD HIGH HOSE BIBB HOLLOW CORE WOOD HAND DRYER HARDBOARD HARDWARE HARDWOOD HOLLOW METAL HOLD OPEN HORIZONTAL HOUR HEIGHT HEATING, VENTILATING, AND AIR CONDITIONING D INSIDE DIAMETER NCL INCLUDE, INCLUDING NFO INFORMATION NS, INSUL INSULATION NT INTERIOR WD INDIRECT WASTE DRAIN JAN JANITOR JT JOINT KIT KITCHEN L LONG LAM LAMINATE, LAMINATED LAU LAUNDRY LAV LAVATORY LT LIGHT LTG LIGHTING MAS MATL MAX MECH MED MEMB MEZZ MGT MFL MFR MH MIN MISC MO MS MTD MTL MUA MVBL MWP • N NIC NO NOM NTS OC OH OD OPNG OPP ORD OTS PBD PRCST PD PERP PLAM PLAS PLYWD PNL PL PR PRKG PROP PT PTN R RCP RD REF REF REINF REQD REV RFG RM RO RT S SCWD SCHED SD SECT SF SGL SHT SHTHG SIM SPEC SPRKLR SQ SS SST STC STD STL STOR STRUCT SUSP T T&G TEL TEMP TER THK TMPD TO TSTAT TV TYP UGND UNFIN UR OUN VERT VEST VIF VNR VR VTR VWC W W/ W/O WC WD WH WP WR WT WWF XFMR MASONRY MATERIAL MAXIMUM MECHANICAL MEDIUM MEMBRANE MEZZANINE MANAGEMENT MAXIMUM FORESEEABLE LOSS MANUFACTURE, MANUFACTURER MANHOLE INTERIOR MINIMUM, MINUTE MISCELLANEOUS ELEVATION MASONRY OPENING MOP SINK MOUNTED METALFLOOR, WALL, MAKEEUP AIR MOVABLE ROOF TYPE METAL WALL PANEL NORTH NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE ON CENTER OVERHEAD OUTSIDE DIAMETER OPENING OPPOSITE OVERFLOW ROOF DRAIN OPEN TO STRUCTURE ABOVE PARTICLE BOARD PRECAST PLANTER DRAIN PERPENDICULAR PLASTIC LAMINATE PLASTER PLYWOOD PANEL PROPERTY LINE PAIR PARKING PROPERTY PAINT, POINT, PRESSURE TREATED PARTITION RADIUS, RISER REFLECTED CEILING PLAN ROOF DRAIN, ROAD REFER TO, REFERENCE REFRIGERATOR REINFORCED, REINCFORCING REQUIRED REVISED, REVISION ROOFING ROOM ROUGH OPENING RIGHT SOUTH SOLID CORE WOOD MATCHLINE SCHEDULE STORM DRAIN SECTION STOREFRONT SINGLE SHEET SHEATHING SIMILAR SPECIFICATION SPRINKLER SQUARE SERVICE SINK STAINLESS STEEL SOUND TRANSMISSION CLASS STANDARD STEEL STORAGE STRUCTURAL SUSPENDED TREAD TONGUE AND GROOVE TELEPHONE TEMPERATURE, TEMPORARY TERRAZZO THICK, THICKNESS TEMPERED TOP OF THERMOSTAT TELEVISION TYPICAL UNDERGROUND UNFINISHED URINAL UNLESS OTHERWISE NOTED VERTICAL VESTIBULE VERIFY IN FIELD VENEER VAPOR RETARDER VENT THROUGH ROOF VINYL WALLCOVERING WEST, WIDE WITH WITHOUT WATER CLOSET, WALLCOVERING WOOD WALL HYDRANT WEATHERPROOF, WATERPROOF, WATERPROOFING, WORK POINT WATER RESISTANT WEIGHT WELDED WIRE FABRIC TRANSFORMER BUILDING SECTION SECTION DETAIL MATERIAL TAG DOOR TAG COLUMN GRIDLINE KEYNOTE & FLAGNOTE DRAWING REVISION ELEVATION XX AX.XX� XX XX X ),-XX" XXXXXXX MATCH LINE SEE XX/A-XXX NO/SHEET NO. 15. CONTRACTOR SHALL COORDINATE THE WORK FOR ALL TRADES FOR OPENINGS THROUGH ROOF AND WALLS FOR PIPES, CONDUITS, AND EQUIPMENT. DETAIL NO. SHEET NO. DETAIL NO. SHEET NO. DETAIL NO. SHEET NO. DETAIL NO. SHEET NO. NO NO. SHEET NO. 1. DRAWINGS. THE DRAWINGS ARE INTENDED TO DESCRIBE THE OVERALL SCOPE OF WORK. CONTRACTORS SHALL FIELD VERIFY EXISTING CONDITIONS AND ALERT THE ARCHITECT TO ANY CONFLICTS BEFORE BEGINNING WORK. 2. (E) OR 'EXIST INDICATES EXISTING CONDITION, DIMENSION OR DATUM. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS ON PROJECT PRIOR TO COMMENCEMENT OF WORK. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES WITH DRAWINGS. 4. CONTRACTOR TO VERIFY ALL DIMENSIONS, MEASUREMENTS AND CONDITIONS IN THE FIELD BEFORE BEGINNING WORK. ANY DISCREPANCIES, ERRORS OR OMISSIONS TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. 5. 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. 6. DETAILED AND/OR LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER GENERAL AND SMALLER SCALE DRAWINGS. 7. GENERALLY, PLAN DIMENSIONS SHOWN ARE TO FACE OF STUD, FACE OF CONCRETE, AND TO GRID LINE, UNLESS NOTED OTHERWISE. 8. UNLESS OTHERWISE NOTED, ALL ANGLES TO BE RIGHT ANGLES, ALL LINES WHICH APPEAR PARALLEL ARE TO BE PARALLEL, AND ALL ITEMS WHICH APPEAR CENTERED ARE TO BE CENTERED. CONTRACTOR TO BE RESPONSIBLE FOR MAINTAINING ALL LINES TRUE, LEVEL, PLUMB, AND SQUARE. 9. NOTHING IN THE DRAWINGS SHALL BE CONSTRUED TO PERMIT AN INSTALLATION IN VIOLATION OF APPLICABLE CODES. ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES, REGULATIONS, RESTRICTIONS, REQUIREMENTS, AND CODES OF THE GOVERNING JURISDICTIONS. 10. ALL WORK SHALL CONFORM TO APPLICABLE CODES, LAWS AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION OVER THE WORK 11. THE CONTRACTOR SHALL VERIFY ALL ROUGH -IN DIMENSIONS FOR THE EQUIPMENT. 12. ALL ATTACHMENTS, CONNECTIONS, AND FASTENINGS OF ANY NATURE ARE TO BE PROPERLY AND PERMANENTLY SECURED IN CONFORMANCE WITH THE BEST PRACTICES OF THE BUILDING INDUSTRY. DRAWINGS SHOW ONLY SPECIAL REQUIREMENTS TO ASSIST THE CONTRACTOR AND DO NOT SHOW EVERY DETAIL. 13. CAULKING AND SEALANTS. USE PRIMERS AS REQUIRED BY MANUFACTURER. BACKING RODS OR TAPE AS RECOMMENDED BY MANUFACTURER AND PER SPECIFICATIONS. 14. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES AND PROTECT AS REQUIRED PRIOR TO COMMENCEMENT OF WORK. 16. CONTRACTOR TO COORDINATE ALL OPERATIONS WITH OWNER, INCLUDING: SITE ACCESS, MATERIALS STORAGE, AND STAGING, INTERRUPTION OF ELECTRICAL AND MECHANICAL SERVICES AND TIMING OF NOISY AND DISRUPTIVE OPERATIONS. CONTRACTOR TO VERIFY SEQUENCE OF WORK WITH OWNER. 17. CONTRACTOR TO PROTECT EXISTING FURNISHINGS, FIXTURES, AND EQUIPMENT FROM DAMAGE. CONTRACTOR TO REPLACE IN KIND ANY SUCH ITEMS DAMAGED. 18. CONTRACTOR SHALL PROTECT ALL ROOF AND WALL OPENINGS FROM WATER PENETRATION DURING CONSTRUCTION. 19. CONTRACTOR SHALL MAINTAIN CURRENT RECORD DRAWINGS FOR ARCHITECT'S PERIODIC REVIEW. 20. CONTRACTOR IS RESPONSIBLE FOR CUTTING/WELDING AND HOT WORK PERMITS, AND MUST MEET FIRE DEPARTMENT STANDARDS FOR SUCH WORK. 21. REFERENCE TYPICAL MOUNTING HEIGHTS ON SHEET A8.41 PLUMBING FIXTURE COUNT IBC TABLE 2902.01, 2015 WASHINGTON STATE BUILDING CODE (STATE AMENDMENTS) NET FLOOR OCCUPANT LOAD EXCLUDES CORRIDORS, STAIRWAYS, TOILET ROOMS, MECHANICAL ROOMS OR CLOSETS, ETC. STUDENT POPULATION IS 720, 800 STUDENTS & STAFF: 400 MALES AND 400 FEMALE / 50 EA = 8 EA WC AND 8 EA LAV FIXTURE TYPE: WC / UR LAV DF MALES FEMALES UNISEX MALES FEMALES UNISEX REQ'D ACT'L REQ'D ACT'L REQ'D ACTL REQ'D ACTL REQ'D ACT'L BLDG. A 7/0 6/8 7 16 2 7 11 7 14 2 1 3 BLDG. B 4/0 2/2 4 4 1 4 4 4 4 1 1 2 BLDG. C 0/0 0/0 0 0 0 0 0 0 0 0 1 1 BLDG. D 7/0 5/5 7 9 1 7 5 7 7 1 1 1 TOTAL 18/0 13/15 18 29 4 18 20 18 25 4 4 7 FIXTURE TYPE: SERVICE SINKS REQUIRED: 1/BUILDING PROVIDED: 1/BUILDING JURISDICTION: CITY OF TUKWILA APPLICABLE CODES: 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL FIRE CODE 2015 UNIFORM PLUMBING CODE 2015 WASHINGTON STATE ENERGY CODE WASHINGTON STATE BUILDING CODE (SBC) ALL JURISDICTIONAL & APPLICABLE CODES ZONING: LDR CONDITIONAL USE PERMIT #L18-0037 VARIANCE FOR HEIGHT #L18-0040 SETBACKS TO YARDS: FRONT = 20' SIDE = 5' REAR = 10' BUILDING AREA & OCCUPANCY LOADS BUILDING AREA CALCULATIONS & OCCUPANCY LOADS SEE SHEET G1.03 Zoning Setbacks Req'd Exist: Proposed: Front 20' E NC Front-2nd E E Side 5' E E/0 Rear 10' E NC Height 30' 30'+ 30' Area Increases: Setbacks, 2 story, Sprinklers Sprinkler System: Sprinklered Substitute for 1-Hour construction Occupancy Separations 5=5prink. NS=Not Sprink. IBC Table 508.4 Occupancy A.E F-2, 5-2, U B,F-1, M, S-1 5 NS S NS 5 NS A,E N N N 1 1 2 Allowable Floor Area & Area Increase BUILDING HEIGHT: VARIANCE FOR 38' PARKING: (NO CHANGE) (E) STANDARD STALLS = 115 (E) ADA STALLS = 7 (E) TOTAL STALLS = 122 OCCUPANCY GROUPS: A2 - CAFETERIA / COMMONS A3-GYM B - OFFICES E - EDUCATION FIRE PROTECTION SYSTEM: SPRINKLERED EXIT WIDTH COMMON PATH OF TRAVEL LESS THAN 75' 3 OR MORE EXITS REQUIRED 501-1000 EXIT WIDTH IBC 1005 STAIRS = OL X 0.2" OTHER = OL X 0.2" (0.15 if sprinklered) OCCUPANT LOADS ARE SHOWN ON SHEETS G1.03 & G1.04 These plans 112ve been reciewec Works Department for conformance «iTill c;r:enr City standards. Accentance iz s ti Ic s attd omissions which do not e. adopted standards or ordinance::: Tint lily for the aciequacy therests totally with the designer. r'ddidons. deletions or re:i :titan> to 11, e drawings after dais date Will void this ahocrhinee znd will require „ re.,. ;nittal of revised drawings for subsequent: approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: 4/12-11B}'. ® Yes IBC Chapter 5 Floor Level BLDG A BLDG A BLDG A BLDG B BLDG B DEMO BLDG C BLDG D Occupancy Groups A3 B2 El El - A2 A2 Building Construction Type VA VA VA VB - VB VB Allowable Floor Area TBL 506.2.4 34,500 54,000 55,500 28,500 9,100 18,000 18,000 Area Increase: Multi- Story 506.2 55,500 28,500 - - Area Increase: Sprinkler System (2X) 18,000 18,000 Area Increase: 3 SIDES 55,500 8,265 0 0 Total Allowable Floor Area 34,500 54,000 125,800 65,265 92,000 92,000 Existing Floor Area by Occupancy 6,515 7,169 51,586 10,500 10,500 New Floor Area by Occupancy 1,950 175 19,250 -12,600 2,191 Total Floor Area by Occupancy 8465 7169 51,761 19,250 -12,600 12,691 10,500 Fire Resistance: Exterior walls IBC Table 602 Separation Req'd Rating % Opening X<5 1 5<X<10 10 < X <310 0 X>30 0 Fire Resistance: Required Ratings IBC Table 601 BUIDING B FIRE RESISTANCE FIRE RATING VB / REQD PROVIDED ASSEMBLY Structural Frame 0 0 Bearing Walls Exterior 0 1 Bearing Walls Interior 0 1 Non -Bearing Walls Exterior 0 0 Non -Bearing Walls Interior 0 1 Floor Construction 0 1 Roof Construction 0 0 Chapter 31 Special Structures Pedestrian Walkways and Tunnels Section 3104 REVIEWED FOR CODE COMPLIANCE APPROVED APR 252019 City of Tukwila BUILDING DIVISION is RECEIVED CITY OF TUKWILA APR 01 2019 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 REGISTERED ARCH ICT ex E. I olluda STATE OF WASHINGTON 0 0 0 J Q J00 O • HO _�I- • W Q J z J � W Oa ��O //�� F- VJ t- � co ILI co caco w COi-o v REVISION DATE PERMIT RESPONSE 2/4/2019 Design: Drawn: Checked: Project No. SN MM AC 331-17-01 Issuance BID SET Date: 01-24-2019 Drawing Title CODE DATA, ABBREVIATIONS, GENERAL NOTES Drawing Number 1. 2 8 0 0 9 0 202019 2:57:12 PM 0 0 BUILDING E OFFICE ADDITION KEY PLAN SCALE: 1/16*.1-0' 0 0 BUILDING A VESTIBULE ADDITION V RECEIVED CITY OF TUKWILA APR «12019 PERMIT CENTER KEYPLAN rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 8250 \REGISTERED ARCH CT Iex E.fiolluda STATE OF WASHINGTON u) o z o o E F- F- (,) (i) 0 0 co • 0 z O Q 6- 0 H 1-2 N • W LLJ 0 o D o cn 2 LLJ < < cs, 0 r.i) cs)o • cl):0 1 01.-07c,PT3 o. 5I<McS-8 • o 1-“d• I— I— Lt. _j ><•• REVISION DATE PERMIT RESPONSE 2/4/2019 Design: SN Drawn: MM Checked: AC Project No. 331-17-01 Issuance BID SET Date: 01-24-2019 Drawing Title KEY PLAN Drawing Number G1.03 8' BUILDING B TWO STORY NEW BUILDING TYPE VA CONSTRUCTION ALLOWABLE AREA: ACTUAL BUILDING AREA: 1ST FLOOR = 2ND FLOOR = TOTAL BUILDING AREA = OCCUPANT LOAD: 1ST FLOOR = 2ND FLOOR = TOTAL = 74,000SF 10,621SF 9,372SF 19,993SF 357 OCC. X 0.5= 179 286 OCC. X 0.5= 210 643 OCC. X 0.5= 389 SCIENCE PREP B106 323.6 SF 100 OLF / 3 OCC CODE SHEET LEGEND 2 HR AREA SEPARATION (E) 1 HR OCCUPANT SEPARATION (E) 1 HR CORRIDOR ROOM NAME-- ROOM NAME 101 ROOM NUMBER ## ROOM AREA (SF) ## OLF/ ## OCCOLF/OCCUPANCY AREA OF WORK DIRECTION OF TRAVEL EXIT LOAD EGRESS WIDTH: 36" REQ'D 150" PROVIDED 57" REQ'D 120" PROVIDED SCIENCE LAB 1223.6 SF 20 OLF / 62 OCC.' SCIENCE LAB 1194.1 SF 20 OLF/ 61 OCC." SCIENCE LAB GATES MUSIC ROOM 1183.6 SF 20 OLF / 58 OCC.* CREATIVE L LEARNING LAB 1230.4 SF 20 OLF / 59 OCC.* 8'-3" OFFICE B113 2 OCC PRACTICE B111 . 3 OCC. EXISTING 1 HR OCCUPANCY SEPARATION WALL SUMMARY BUILDING AREA: TOTAL EXISTING NEW BLDG A 1ST + 2ND TOTAL: BLDG B 1ST + 2ND, TOTAL: BUILDING C: BUILDING D: BUILDING E: TOTAL BUILDING AREA: 67,519 SF 65,334 SF 2,008 SF 19,993 SF 0 SF 19,993 SF 11,304 SF 9,048 SF 2,256 SF 7,044 SF 7,041 SF 0 SF 135 SF O SF 135 SF 105,995 SF 81,423 SF 24,392 SF BUILDING C ONE STORY TYPE VA CONSTRUCTION ACTUAL BUILDING AREA: 1ST FLOOR (E) = 9,048SF ADDITION = 2 256SF TOTAL BUILDING AREA = 11,304SF OCCUPANT LOAD: EGRESS WIDTH: 1ST FLOOR (E) = 500 OCC. 119" REQ'D ADDITION = 289 OCC. 360" PROVIDED TOTAL = 789 OCC BUILDING D (E) ONE STORY TYPE VA CONSTRUCTION ACTUAL BUILDING AREA: TOTAL 1ST FLOOR = OCCUPANT LOAD: 1ST FLOOR (E) = 169 OCC. 7,044SF EGRESS WIDTH: (NO CHANGE) 34" REQ'D, 216" PROVIDED BUILDING A TWO STORY EXISTING BUILDING AND ADDITION TYPE VA CONSTRUCTION ACTUAL BUILDING AREA: 1ST FLOOR (E) = 36,090SF 1ST FLOOR ADDN = 2,008SF 2ND FLOOR (E) = 29.244SF TOTAL BUILDING AREA = 67,519SF OCCUPANT LOAD: EGRESS WIDTH: 1ST FLOOR = 594 OCC. 1ST FLOOR ADDN = 121 OCC. 142" REQUIRED 576" PROVIDED 2ND FLOOR = 357 OCC. 120" REQUIRED 256" PROVIDED TOTAL= 1,072 OCC. 26" REQ 288" ACTUAL 9" REQ 288" ACTUAL (E) COMMONS 4,198 SF 15 OLF / 280 OCC. (E)PLATFORM 1,077 SF 15 OLF / 72 OCC. 26" REQ 72" ACT AISLE AISLE SIGN: MAXIMUM ®OCCUPANT LOAD: 789 (E) BUILDING A CODE AND EXITING PLAN - BUILDING A,B,C & D 1ST FLOOR SCALE: 1/16° =1'-0" AISLE GYM ALCOVE 2055.6 SF 7 OLF / 289 OCC. (E) GYMNASIUM 7517.0 SF 15 OLF / 500 OCC. SIGN: MAXIMUM -----� —OCCUPANT LOAD: 789- —1 (E) BUILDING D (E) OLF 169 OCC RECEIVE') CITY OF TUKWILA APR 01 2019 PERMIT CENTER AISLE (E) STOR. EXISTING 2HR AREA SEPARAIONa&R1IEVVED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila L UILDING DIVISIO V KEYPLAN rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com STATE OF WASHINGTON REVISION PERMIT RESPONSE Design: SN Drawn: MM Checked: AC Project No. 331-17-01 Issuance BID SET 01-24-2019 Drawing Title 2/4/2019 1ST FLR CODE & EXITING PLAN - BLDG A,B,C,D Drawing Numbe rolluda architects BUILDING B CLASSROOM \\ \ \N ‘\,‘ LAJ =Y- LIJ 1111110MMIN 7 BUILDING E OFFICE ADDITION (E) BUILDING A 1 \ \ \ \ \ -\\\\\\\W.,\\\\\\ \„•, \ \ \\ \ ‘\ \ \ \\ KEY PLAN SCALE: 10 6". 1-0" t L BUILDING C GYM ADDITION: 0 (E) BUILDING C 10 01 0 0 0 0 .11111111111110 9 (E) BUILDING D 101111111114 REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of TJkwila —tit..1iLunt, [VISION ,\\\*\,\\\; \\\ \ \ \\N- BUILDING A 7-VESTIBULE ADDITION RECEIVED CITY OF TUKWILA NuV 02 2018 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 U) 0 Z E (,) a u) a < O Z F- 0 (/) N < -J Z < 1-1-1 0 a 0 U) 2 REVISION EE 1— - ci) }— u.1 w u.i oo Ill 00 (.0 0 07, i< 4 .."5 5 •'`.g0, (0..(E9 gw CD M W HoF'tHHLL P c7; 0 —6 0 c.o 0 0) o? (IX < • € cp 0) as DATE Design: Designer Drawn: Author Checked: Checker Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title KEY PLAN G1.05 CnUsars1rnatiMocumentskShowallerMScutrentmark©rolludaarthitects.comM 10/26/2018 12:45:23 PM COPYRIGHT P 2018 ROLLUDA A KEYPLAN SPRING 2019 1. CONTRACTORLIMITED ACCESS 2. CREATE HAMMERHEAD 3. RE-ROUTE UTILITIES WEST OF GYM 4. UTILITIES SERVICES TO TEMP. PORTABLES 5. ORDER/INSTALL OFFICE/FOOTINGS PHASING PLAN SPRING 2019 SCALE: 1" = 60,0" SCHOOL YEAR 2019-2020 1. COMMONS: COMPLETE BY 12/31/19 2. GYM: CONSTRUCT ADDN, DO NOT OPEN WALL 3. BLDG B: CONSTRUCTIONS PHASING PLAN SUMMER 2019 SCALE: 1" = 60'.0" L.. _a SUMMER 2019 1.,CONTRACTOR FULL ACCESS TO SITE. INSTALL CONSTRUCTION FENCING 2. MOVE CLASSROOM FURNITURE TO GYM 3. DEMOLISH BLDG B & STARTCONSTRUCTION 4. COMMONS: START CONSTRUCTION 5. BUILDING A: CARPET TILE, SECURITY DESK, OFFICE, 2ND FLOOR 6. MOVE PORTABLES ON SITE. READY BY AUGUST 12 7. MOVE FURNITURE FROM GYM TO PORTABLES 8. GYM: CONSTRUCTION 9. INSTALL CONSTRUCTION FENCING. 10. SITE DRAINAGE SUMMER 2020 1. BUILDING A,C,D HVAC & CONTROLS 2. BUILDING A. ENTRY SITEWORK 3. SITEWORK & LANDSCAPING 4. REMOVE TEMPORARY PORTABLES 5. REMOVE EXISTING PORTABLES 6. BUILDING B: COMPLETE 7. GYM: COMPLETE 8. TSD INSTALL BLEACHERS +FURNITURE 9. MOVE INTO BLDG. B REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION RECEIVED) CITY OF TUKWILA NuV 02 2018 PERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com REVISION DATE Design: SN Drawn: AS Checked: SN Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title PHASING PLANS Drawing Number f 5 2 0 5 PHASING PLAN SCHOOL YEAR 2019-2020 SCALE: 1". 60'-0" PHASING PLAN SUMMER 2020 SCALE: 1" = 60'-0" GI.06 5 22 PARCEL NO. 152304-9108 FOUND BRASS PIN IN MONUMENT CASE 87'49'17" E 500.03' (PARCEL NO. 152304-9108 TUKWILA SCHOOL DISTRICT S 87'49'17" E 1318.917f64TCVigl"--- -II FOUND BRASS PIN IN MONUMENT CASE N 88' E, 0.45 FROM CALC 1/16 CORNER 500.03' TOPOGRAP IC SU VhY SECTION 15, TOWNSHIP 23 N, RANGE 4 E, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON SHOWALTER MIDDLE SCHOOL Co co co N 874917" W S 1 41:TH ST _ s 87'49'17" E 1318.91' (TO CALC 1/16) co co 04 oi 7'; 0, FOUNO PLUG 1(4 E AD H 4"X4" CONC MON INSIDE s_ 8MONUMENT CASE (WSD CONTROL POINT IS17162) L 818.88' (To 5 87'47'52'L 16 2642.69' CALC POSITION OF CONC MON W/ 3' BRASS DISK W/ PUNCH IN MONUMENT CASE PER CITY OF TIJKIMLA BOUNDARY LINE ADJUSTMENT NO. L10-017, AF NO. 20110602900001 4 22 2 10 1275r1 CALC POSITION OF CONC MON W/ 3" BRASS DISK IN MONUMENT CASE PER CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. L10-017, AF NO. 20110602900001 • ;70 l`t. F•IN ; z S 87'47'52" E CALC POSITION OF CONC MON W/ 14 LEAD & TACK PER CITY OF TUKWILA BOUNDARY LINE 15 ADJUSTMENT NO. L10-017, AF NO. 20110602900001 1.41 o ‘.0 0 I Z FOUND BRASS PIN IN MONUMENT CASE ; 15 22 S 874917" E 2637. 837 SECTION SUB: 1" = 1000' BASIS OF MERIDIAN: FOUND LEAD WITH PLUG IN 4"X4" CONC MON INSIDE MONUMENT CASE (WSDOT CONTROL POINT IS17162) WASHINGTON STATE PLANE COORDINATE SYSTEM NAD 83/91 NORTH ZONE 4601, HORIZONTAL AND VERTICAL CONTROL CONSTRAINED TO WSDOT CONTROL MONUMENTS HC17-5 AND 1517162. VERTICAL DATUM: NAVD 88 CONSTRAINED TO WSDOT CONTROL MONUMENTS HC17-5 AND IS17162. BOUNDARY NOTE: NO CORNERS WERE SET BY THIS SURVEY, NO TITLE REPORT WAS OBTAINED AND NO EASEMENTS ON THE PROPERTY, IF ANY, ARE SHOWN. BOUNDARY AND RIGHT OF WAY LINES ARE SHOWED PER BEST AVAILABLE RECORD INFORMATION, AND TIES TO EXISTING LOCAL MONUMENTATION. UTILITY NOTE: UTILITIES SHOWN HEREON ARE PER KPFF AS -BUILT OF SITE SURFACE FEATURES IN CONJUNCTION WITH UNDERGROUND UTILITY LOCATES PERFORMED BY KPFF. ALL UNDERGROUND UTILITIES SHOULD BE CONSIDERED APPROXIMATE ONLY. METHOD OF SURVEY: CONTROL SURVEY PERFORMED WITH THE USE OF TOPCON GR5 GPS RECEIVERS, TOPOGRAPHIC AND SUPPLEMENTAL CONTROL SURVEY PERFORMED USING CONVENTIONAL GROUND METHODS USING A TOPCON PS-103 ROBOTIC TOTAL STATION. ALL WORK PERFORMED DURING THE COURSE OF THIS SURVEY MEETS OR EXCEEDS THE STANDARDS AS SET FORTH IN WAC 332-130-090. SURVEY COMPLETED IN DECEMBER OF 2017. 0 60 120 180 1 1" = 60' LEGEND P LT J 0 A----0 HT DT °T OW OW IRR G Os °CO OD °co 0 CD. akSPECIES inSPECIES SIZE —X—X—X—X- -TC—TC— SD SD — G G FOUND MONUMENT POWER VAULT POWER TRANSFORMER POWER METER LUMINARE LIGHT JUNCTION BOX JUNCTION BOX POWER MANHOLE LIGHT POLE TELEPHONE VAULT TELEPHONE PEDESTAL TELEPHONE MANHOLE WATER VAULT FIRE DEPARTMENT CONNECTION WATER VALVE FIRE HYDRANT WATER METER IRRIGATION VALVE GAS METER SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT STORM DRAIN MANHOLE CATCH BASIN STORM DRAIN CLEANOUT MAILBOX BOLLARD POST SHRUB BUSH CONIFER TREE AS NOTED DECIDUOUS TREE AS NOTED SHRUB SIGN AS NOTED BASKETBALL HOOP BIKE RACK FENCE AS NOTED UNDERGROUND TELECOM UNDERGROUND POWER SANITARY SEWER STORM GAS WATER PROPERTY LINE BUILDING HATCH CONCRETE HATCH BOULDER RETAINING WALL HATCH HuN/REVIEVVED FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION NO SLIP HATCH RECEIVED CITY OF TUKWILA N V 02 2011' PERMIT CENTER SURVEYORS CERTIF CATE 84 < Z ujfX < 0 Z — D 0- CC < 0 H >- co <1,-J F- < - Z -0 CC < Z I4J 0 CO (f) JP' ,x L1Jlar L.0 Itij - CC 0 Lc] 0 84 Lai 84 0) (/) r-- Z v.) < Z < 0_ • < 0 Z 0 Z • 0 F" < (7) 0 84001 ld , L.LICC 11.1 -,a_ 0 TOPOGRAPHIC SURVEY OF A PORTION OF SCALE: 1" = 60' JOB: 81700072 DATE: 12/1 9/2017 .,s.SHEET 1 OF 3 2 -0 GRASS GRASS ----------- ---4' CLF ASPH BACKSTOP GRASS TOPOGRAP IC SURVEY SECTION 15, TOWNSHIP 23 N, RANGE 4 E, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON SHOWALTER MIDDLE SCHOOL GRASS 273 274 275 CB (SOLID LID) GRAVEL SD -- SD - SD SD SD -- SD - SD -- SD - SD SD -- SD RIM = 276.83 IE 6" PVC E = 274.75 GRAVEL IE 4" PVC S GRASS CB (SOLID LID) RIM = 277.63 IE 4" IP N = 275.63 (CAPPED) / IE 6" CONC W = 275.63 SD SD DVERR-ANT CB RIM = 277.73 IE 16" PVC E = 272.75 IE 12" PVC S = 272.82 IE 10" PVC SW = 275.98 // FINISHED FLOOR = 280.40 GRASS SD - SD SD GRASS / GRASS PORTABLE Q_VERHANG ///7/////////////////////ICI GRASS FINISHED FLOOR = 280.46 SHOWALTER MIDDLE SCHOOL [FINISHED FLOOR = 280.43 CONCRETE SUPPORTS (TYP) 1///, Y. CABLE GATE OVERHANG TETHERBALL POST CB RIM = 279.35 IE 12" PVC NE = 276.17 OUL ER RETAINING WALL IE 6" PVC S = 276.37 IE 12" PVC W = 275.95 NO PARKING ASPH CB RIM = 278.98 IE 12" CPP N = 274.80 IE 12" CPP E = 274.82 IE 8" CPP S 276.76 IE 8" PVC S = 274.82 IE 8" PVC NW = 276.62 4 1 ASPH *--•••• SEE SHEET 3 ASPH SD Co: / 0 1.1 IRR - CONC COVERED WALKWAY HOSE BIB IN YARD DRAIN STRUCTURE CONCRETE BENCH LSCAPE siso, CONC CB RIM = 280.17 IE 4" PVC W = 278.47 IE 4" PVC E = 278.45 IE 8" PVC S = 278.14 AhDEC COVERED WALKWAY GRASS 4' CLF FINISHED FLOOR = 280.451 87'49'17" E 500.0 GRASS CB (SOLID LID) RIM = 277.01 IE 6" PVC E = 272.26 IE 4" PVC S = 272.43 IE 6" PVC W = 272.31 CB (TYPE 10 PORTABLE RIM = 278.32 IE 16" CMP W = 270.10 1E 16" CMP E = 270.12 IE 6" PVC S = 270.92 IE 6" PVC S = 270.82 CB RIM = 279.57 IE 8" PVC N - 276.91 IE 6" PVC E = 277.27 1E 6" PVC S = 277.12 IE 12" PVC SW = 276.89 GRASS RAMP Ass CB (TYPE n) RIM = 274.76 IE 16" CMP W = 269.22 E 16" CMP E = 269.22 I 0" CONC SW = 269.46 D 5 SS - SS CW SSMH RIM = 276.19 IE 6" PVC W = 270.02 IE 8" PVC SE = 269.93 CB (SOLID LID) RIM = 276.10 IE 10" CONC NE = 270.00 1E 16" CMP E = 270.60 IE 6" Di S = 270.77 a_ DEC 60 L/r-NDEC CB RIM = 275.68 IE 8" DI E = 272.81 / IE 6" PVC S = 272.86 / GRASS / VISITOR PARKING ONLY FINISHED FLOOR = 283.80 SDMH RIM = 273.07 IE 16" CPP N = 267.19 IE 12" CPP SE = 267.76 lE 12" PVC SW = 267.86 274 SDMH RIM = 274.13\ 15 14" PVC SW = 268.59 I 14" PVC NE = 268.68 GRAVEL a_ SDMH RIM = 273.47 IE 36" CHANNEL NW/SE = 268.73 3, / 121 GRASS 0 20 40 60 SCALE: 1"=20' SDMH RIM = 273.40 IE 12" CMP NW = 268.46 IE 36" CPP S = 268.55 IE 8" PVC S = 268.99 IE 14" PVC SW = 268.55 IE 8" PVC = 271.44 GRASS EEL (STTOP yp),,,,, ASPH GRASS ASPH V) SSMH RIM = 274.74 1, 1E 8" PVC NW = 268.23 1E 8" PVC S = 268.31 ASPH SEE SHEET .3' X 0 z IE 8" DI = 272.3± APPROXIMATE ONLY PIPE BURIED 6' CHAIN LINK FENCE IN POOR CONDITION - REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION SSMH RIM = 273.21 IE 8" CLAY N = 269.99 IE 8" CLAY S = 269.78 STRUCTURE IS DRY POSSIBLY NOT IN USE 14' TALL 8' NIDE HEDGE ROW RECEIVED CITY OF TUKWILA twv 02 2018 CERTIFICATE uJ 1- cr < Z <0 Z 0_ x < 0 (f) 1- >- 03 < - L1-1 ° < >- Z I= 0 LEE W < >-zz LLI 0 W j W a_ W W a TOPOGRAPHIC SURVEY OF A PORTION OF 15 TWP 23 N, R 4 E, W.M., Lu AT THE REQUEST OF KMB ARCHITECTS SCALE: 1" = 20' JOB: 81700072 DATE: 12/19/2017 SHEET 2 OF 3 PERMIT CENTER 4' CLF NO PARKING 7AM-5P CB RIM = 287.77 IE 12" CMP S 8' CLF X -SS-SS FOUND BRASS PIN I MONUMENT CASE N 88' E. 0.45' FROM CALC 1/16 CORNER SEE SHEET 2 / 0 q ASPH rn GRASS SHIPPING CONTAINER 8' CLF = 285.21 STEEL GA S 144 S 46 AVE S. S SS SS SS-- SS -SS -SS -SS -SS - SS -SS -SS -SS SSMH RIM = 287.01 IE 10" PVC N = 276.78 IE 10" PVC E = 276.68 IE 10" PVC W = 276.77 ti NO PARKING STONE ART SSMH RIM = 281.90 1E 6" PVC E ,278.17 IE 8" PVC S = 278.07 P=p: ASPH CB V RIM 282.29 IE8"PVC STEEL GATE ASPH 286 STOP SIGN V, CROSSWALK\ SIGN S 144TH ST TOPOGRAP IC SU 1!. VEY SECTION 15, TOWNSHIP 23 N, RANGF. 4 E, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON SHOWALTER MIDDLE SCHOOL CONC CONCRETE BENCH CONC 287 GRASS MECHANICAL HOPPER 283 GRASS ///////// 6" CLF FINISHED FLOOR = 283.52 FINISHED FLOOR = 286.55 CONCRETE SUPPORT PILLAR (TYP) FINISHED FLOOR = 285.01 SHOWALTER MIDDLE SCHOOL HANDICAP PARKING ONLY AND USE LLBOARD ASPH BROKEN CURB 288 BUS STOP SIGN CB RIM = 287.23 IE 18" CONC NW = 281.71 SSMH 1E 18" CONC SE = 281.88 RIM = 287.84 IE 10" PVC S = 277.48 IE 10" PVC E = 277.24 IE 10" PVC W = 277.44 20' 7' STEEL FENCE CB RIM = 283.19 1E 6" PVC NW = 280.19 IE 6" PVC SE = 281.01 FINISHED FLOOR = 283.37 SHOWAL TER MIDDLE SCHOOL 0 0 CONC 20 40 SCALE: 1"=20' CB RIM = 277.88 IE 6" PVC N = 273.84 1E 6" PVC S= 273.78/ RESERVED PARKING 60 VISITOR PARKING ONLY CB RIM = 284.61 IE 6" PVC W= 283.43 PARCEL NO. 152304-9108 TUKWILA SCHOOL DISTRICT FINISHED FLOOR = 283.56 CONCRETE SUPPORT PILLAR (TYP) CONCRETE RETAINING WALL 1'SCPPE ?� FLAG POLE 0.55 SHOWALTER MIDDLE SCHOOL CONCRETE SIGN ?gs\ ASPH SSMH _ S 144TH ST \ RIM = 281.61 273.18 S 87'49'17" E 1318.91' (TO CALC_ 1/16) IE 10" PVCCWW = 273.37 SS-SS-SS-SS-SS-SS-SS-SS--SS-SS-SS-SS--SS-SS-SS-SS-SS-SS-SS-SS / STOP SIGN GRASS 5- CONC 0_ SPEED BUMP SEE SHEET 2 4" GRASS d D GRASS PINE I"I 12" GRASS IGN POST SUPER TENDENT NO SIGN. PARKING VISITOR PARKING'. WHEEL STOP ` `'``"'� TIP) '1� , if •l/" } \\,yl� OW IR_ HPARKING GRASS GRASS BRICK UPPORT PILLAR IRR IRR ASPH HVAC EQUIPMENT BRICK SUPPORT PILLAR CB (4)3" PVC RISERS RIM = 279.68 FROM POWER PANEL 1E 6" PVC N = 277.38 IE 6" PVC E = 277.56 IE 6" PVC S = 277.38 CB RIM = 279.68 IE 6" PVC N = 277.28 IE 6" PVC E = 277.70 IE 6" PVC S = 277.35 (2)3" PVC RISERS FINISHED FLOOR = 280.10 CB RIM = 279.08 IE 6" PVC N = 277.23 IE 6" PVC E = 277.16 / IE 6" PVC S = 276.92 NOT ABLE TO LOCATE FIBER OPTIC LINES CB RIM = 279.59 IE 6" PVC N = 277.01 IE 6" PVC E = 277.26 lE 6" PVC SE = 277 .0 GRASS VP ,: 1 1111 W/LA SCHOI imiliaira DISTRICT NO 4061.110.11 R VISITOR PARKINGN ASPH CB RIM = 285.38 IIE 12" CMP S = 282.71 - - NO PARKING CB RIM = 279.10 IE 6" PVC N = 276.92 IE 6" PVC E = 276.70 IE 6" PVC NW = 276.67 CB RIM = 279.22 IE 6" PVC N = 276.62 IE 6" PVC N = 276.61 IE 6" PVC SE = 276.23 IE 6" PVC W = 276.20 GRASS J' ‘'� ej CB RIM 277.51 IE 6" PVC NW - 275.22 - - - - - IE 12_CMP S = 274.91 0 ASPH 20' a, SS-SS-ss- S 144TH ST SS -SS -SS -SS -SS -SS C1 x SURVEYORS CERTIFICATE 6' CHAIN LINK FENCE IN POOR CONDITION 14' TALL 8' WIDE HEDGE ROW SDMH RIM = 275.80 tE 2" PVC SW = 273.12 IE 6" PVC E = 269.35 1E FLOATING PUMP = 268.00 SSMH RIM = 275.71 IE 8" PVC W = 267.31 IE 8" PVC S = 267.35 CB RIM = 279.66 IE 6" PVC W = 277.76 IE 2" PVC NE = 278.09 IE 6" PVC S = 277.46 z 6' CHAIN LINK FENCE IN POOR CONDITION SSMH RIM = 275.54 1E 8" PVC N = 267.14 1E 8" PVC S = 266.98 REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION NO PARKING of Ni fty .� -WS 87'49_17'_E_818.88_ SS ss- Rr:CE!V CITY OF'I' w 1- q CC q Z CC qW Z <0 w Ing 1- q w 1-0 >-2 z I-O R_ q U � Z m�0 W W a W = W -CCU '8 0 0 CC 0 r 05) az� q d J O• =Z q U Z • O q wn� 1= O w w R U 0 0 0 v 0 m E 0) o cco o u m ° Al <? N d yO 8N %2 N N • (V = U TOPOGRAPHIC SURVEY OF A PORTION OF SCALE: 1" = 20' JOB: 81700072 DATE: 12/19/2017 kHEET 3 OF 3 NUV 02 2018 PERMIT CENTER COPYRIGHT 02O18 ROLLUDA GENERAL 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. Know what's below. Call before you dig. CONSTRUCTION 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. LEGAL DESCRIPTION SEE KING COUNTY RECORD OF SURVEY 20110627900003 VERTICAL DATUM NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED GPS OBSERVATIONS USING WSRN AND GEOID 2012A. BASIS OF BEARING NAD 1983 WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET. UTILITY NOTES 1. SURFACE UTILITY FACILITIES ARE SHOWN HEREON PER FIELD LOCATED VISIBLE EVIDENCE. THERE MAY BE UTILITIES THAT EXIST ON THIS SITE OTHER THAN THOSE GRAPHICALLY DEPICTED HEREON. 2. UNDERGROUND (BURIED) UTILITIES SHOWN HEREON ARE BASED ON COMBINATIONS OF VISIBLE SURFACE EVIDENCE, UTILITY LOCATOR MARKINGS AND RECORD DATA (SUCH AS AS -BUILT OR UTILITY DESIGN DRAWINGS). ALL UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE AND, IN SOME CASES, ARE SHOWN AS STRAIGHT LINES BETWEEN FIELD LOCATED SURFACE UTILITY FACILITIES. UNDERGROUND UTILITIES MAY HAVE BENDS, CURVES OR CONNECTIONS WHICH ARE NOT SHOWN. 3. ALTHOUGH LOCATIONS OF UNDERGROUND UTILITIES BASED ON UTILITY LOCATOR MARKINGS AND RECORD DATA (SUCH AS AS -BUILT OR UTILITY DESIGN DRAWINGS) ARE DEEMED RELIABLE, AHBL, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF SAID DATA. 4. CALL 1-800-424-5555 BEFORE ANY CONSTRUCTION. EARTHWORK THE FOLLOWING NUMBERS SHALL NOT BE USED FOR BIDDING PURPOSES BUT IS FOR PERMIT INFORMATION ONLY. CUT = 100 CY FILL = 120 CY GRAPHIC SCALE 10 20 1"=20FEET OWNER 40 TUKWILA SCHOOL DISTRICT 4640 S. 144TH ST. TUKWILA, WA 98168 PHONE: (206) 979-9370 FAX: N/A CONTACT: JEFF FEENEY, PE E-mail: jefffeeney@kmb-architects.com ARCHITECT ROLLUDA ARCHITECTS 105 S. MAIN STREET, SUITE 323 SEATTLE, WA 98104 PHONE: (206) 624-4222 FAX: (206) 624-4226 CONTACT: ALEXANDER CLARK, AIA E-mail: alex.clark@rolludaarchitects.com CIVIL ENGINEER AHBL, INC. 1200 6TH AVENUE SUITE 1620 SEATTLE, WA 98101-3117 PHONE: (206) 267-2425 FAX: (206) 383-2572 CONTACT: CHARLIE PALMER, PE E-mail: cpalmer@ahbl.com SURVEYOR AHBL, Inc. 1200 6TH AVENUE SUITE 1620 SEATTLE, WA 98101-3117 PHONE: (206) 267-2425 FAX: (206) 383-2572 CONTACT: DAVID FOLLANSBEE, PLS E-mail: dfollansbee@ahbl.com LEGEND EXISTING DESCRIPTION ▪ LIGHT POWER/TELE POLE GUY WIRE V TELEPHONE MH TELEPHONE RISER VAULT • CATCH BASIN O STORM DRAIN MH SANITARY SEWER MH SIGN ‘LT HYDRANT FIRE DEP'T CONNECTION ✓ WATER VALVE • WATER METER CHAINLINK FENCE UDERGROUND POWER ,LEI- - CONTOURS -o- - STORM DRAIN LINE - -w- - WATER LINE - -s- - SANITARY SEWER LINE ROOF DRAIN LINE - -G- - GAS LINE - -P- - POWER - -OP- - OVERHEAD POWER - -T - - EXISTING TELEPHONE -r - - FIBER RETAINING WALL PROPERTY LINE BUILDING OUTLINE ASPHALT PAVING CEMENT CONCRETE CONIFEROUS TREE DECIDUOUS TREE EXPLORATION BORING - -xxx- - MAJOR CONTOURS -xxx--- MAJOR CONTOURS PROPOSED 0 N x. --ELEV-- -D- -w- -s- -RD- -G- EB-## #' FILL Sheet List Table Sheet Number Sheet Title C1.011 TUKWILA STANDARD CONSTRUCTION PLAN NOTES C2.00 ��DOL O N E C2.01 DEMOLITION AND TESC PLAN C2.02 TESC DETAILS C3.00 GRADING PLAN C3.01 GRADING PLAN C4.00 CIVIL UTILITY PLAN C4.01 CIVIL UTILITY PLAN C4.02 CIVIL UTILITY DETAILS C4.03 CIVIL UTILITY DETAILS C5.00 PAVING AND MARKING PLAN C5.01 PAVING AND MARKING PLAN C5.02 PAVING AND MARKING DETAILS VICINITY MAP SCALE:1"=1000' 'Fhese•plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of she design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: 4 t9 C#ILL (aob) G33-0(19 7o ScHEDuLE & MA-NbFiro �' pg.E-coN t-41::ETINC� W it N p- kl UC 400R.s, C Ha CORREQTION LTR# REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA PR 01 2019 PERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com O//09/2019 ChlEnyivers taascapeara to s T A C O M A • SEATTLE 2215 North 30Ih Street, Suite 300, Tacoma, WA 98403 253,383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 205.267,2425 TEL 0Z 0 1- IF., 0 Q J Q o06 O a z O 0 CO N Qtt I-C1)2 1- COLU rn dJ > ee air- CD>> :(0 3w v1-o 1-v I-1-LL REVISION DATE Design: Drawn: Checked: Project No. CTJ CTJ DT 2170645 Issuance BID SET Date: 01-16-2019 Drawing Title COVER SHEET Drawing Number Cl .00 rolluda architects BULLETIN B2 STANDARD CONSTRUCTION PLAN NOTES City of Tukwila Public Works Department 206-433-0179 Locations shown for existing utilities are approximate. Prior to starting construction, Contact ONE -CALL (811 or 1-800-424-5555) for utility locations. CONTACTS 1. Project Manager Charlie Palmer, PE 2. Design Engineer Casev Jeszeck, EIT 3. Owner: Citv of Tukwila School District GENERAL NOTES 1. AT LEAST ONE WEEK BEFORE BEGINNING CONSTRUCTION, CONTACT PUBLIC WORKS UTILITIES INSPECTOR AND SCHEDULE A PRECONSTRUCTION MEETING. 2. NOTIFY THE UTILITIES INSPECTOR AT 206-433-0179 AT LEAST 48 HOURS (2 WORKING DAYS) BEFORE STARTING PROJECT SITE WORK. 3. REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS (1 WORKING DAY) 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. CONTRACTOR SHALL 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. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. HORIZONTAL DATUM SHALL BE STATE PLANE COORDINATES. 12. THE CONTRACTOR SHALL REPLACE, OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 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 AND INSTALL CONSTRUCTION ENTRANCE. 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: • PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. • STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. 7. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. UTILITY NOTES 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. PLACE POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES S IN A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS AFTER ASPHALT PAVING. Know what's below. CaII before you dig. WORK IN RIGHT-OF-WAY 1. WHEN ACTIVITY IS UNATTENDED, INSTALL A SIGN WITH MINIMUM TWO-INCH LETTERS STATING PERMITTEE OR COMPANY NAME, AND DAY AND EVENING PHONE NUMBERS. TMC 11.08.140 2. INSTALL BARRICADES, SIGNS, WARNING LIGHTS, AND SAFETY DEVICES SUFFICIENT TO NOTIFY PUBLIC OF OBSTRUCTION OR TRAFFIC HAZARD. DEVICES MUST REMAIN UNTIL THE OBSTRUCTION IS CLEARED AND THE RIGHT-OF-WAY IS RESTORED. TMC 11.08.170.A 3. MAINTAIN ACCESS TO FIRE STATIONS, FIRE HYDRANTS, FIRE ESCAPES, AND FIREFIGHTING EQUIPMENT. TMC 11.08.180 4. MAINTAIN ACCESS TO PROPERTY ADJOINING EXCAVATION OR SITE WORK. 5. PRESERVE AND PROTECT ALL PROPERTY ADJOINING EXCAVATION OR SITE WORK. 6. RESTORE DISTURBANCE TO PRIVATE AND PUBLIC PROPERTY. TMC 11.08.220.D 7. DISTURBANCE OF SURVEY MONUMENTS AND MARKERS REQUIRES THE DIRECTOR'S PREAPPROVAL. A LICENSED SURVEYOR SHALL REPLACE DISTURBED MONUMENTS AND MARKERS. 8. COMPLY WITH ALL STATE AND CITY LAWS AND PROCEDURES TO PROTECT PUBLIC FROM AIR, WATER AND NOISE POLLUTION. TMC 11.08,210 9. INSTALL TEMPORARY SIDEWALK OR CURB RAMP IF PERMANENT IS BLOCKED. TMC 11.08.220 10.COVER OPEN EXCAVATION WITH NON-SKID STEEL PLATES RAMPED TO ELEVATION OF CONTIGUOUS RIGHT OF WAY SURFACE. TMC 11.08.220 11. STORE ALL STOCKPILE MATERIAL SHALL BE STORED IN A SAFE MANNER TO PROTECT THE PUBLIC. PAVEMENT RESTORATION NOTES 1. COMPACT BACKFILL TO COMPACTION OF UNDISTURBED GROUND OR COMPACT BACKFILL TO MEET CITY STANDARDS. 2. RESTORE PAVEMENT TO ITS ORIGINAL CONDITION IMMEDIATELY FOLLOWING BACKFILLING OR WHEN CONCRETE IS CURED. A. EXCEPT FOR WINTER OR OTHER WEATHER CONDITIONS WHICH PREVENT PAVING, COMPLETE PAVING, RESURFACING, OR FACILITY REPLACEMENT: ON PRINCIPAL ARTERIAL, MAJOR OR COLLECTOR STREET WITHIN 3 CALENDAR DAYS. • ON OTHER STREETS WITHIN 7 CALENDAR DAYS B. FOR WORK PREVENTED DUE TO WEATHER: • PROVIDE A TEMPORARY PATCH. • PROVIDE A CONSTRUCTION SCHEDULE ADDRESSING MEANS AND METHODS TO MINIMIZE TRAFFIC DISRUPTION AND TO COMPLETE WORK AS QUICKLY AS POSSIBLE. STORM DRAINAGE NOTES 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, AND THE CURRENT 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. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE SIDE SLOPE. 4. SINGLE FAMILY RESIDENCES CONSTRUCTED ON LOTS CREATED BY SUBDIVISION MUST PROVIDE DOWNSPOUT INFILTRATION SHOWN ON THE APPROVED PLANS. 5. COORDINATE FINAL STUB -OUT LOCATIONS WITH THE UTILITIES INSPECTOR. PROVIDE A WIRE OR OTHER DETECTION DEVICE AND MARK STUB -OUT LOCATION WITH A 5-FOOT 2"X4" STAKE, BURIED 4-FEET AND LABELED "STORM' OR "DRAIN". SANITARY SEWER NOTES 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED. 2. THE CONTRACTOR SHALL MARK THE END OF THE SIDE SEWER, INSIDE THE PROPERTY LINE, WITH A 4 FOOT PRESSURE TREATED 2 X 4, BURIED IN THE GROUND 4 FEET. THE BURIED END SHALL HAVE A 2X 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED 1-FOOT SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT. 3. INSTALL SANITARY SEWER LINES AT LEAST 10 FEET HORIZONTALLY, MEASURED EDGE TO EDGE, FROM ANY EXISTING OR PROPOSED WATER SUPPLY AND AT LEAST 18 INCHES BELOW THE BOTTOM OF A WATER LINE. WATER SUPPLY NOTES 1. THE CONTRACTOR SHALL INSTALL CORPORATE STOPS, WATER SERVICE LINES, AND METERS. THE CITY OF TUKWILA WILL INSTALL THE METERS. 2. PRESSURE TEST ALL WATER MAINS AND APPURTENANCES. 3. FLUSH AND DISINFECT NEW, CLEANED, OR REPAIRED WATER MAINS. 4. INSTALL RESTRAINED JOINTS AT ALL BENDS, TEES, AND OTHER DIRECTION CHANGES. 5. ALL WATER MAINS SHALL HAVE A BLOW -OFF ASSEMBLY AT LOW POINT AND AN AIR VACUUM RELIEF VALVE AT HIGH POINT OF MAIN. 6. INSTALL FIRE HYDRANT ASSEMBLY SO IT STANDS PLUMB AND SO THAT THE LOWEST OUTLET IS AT 18" ABOVE THE FINISHED GRADE. THE ASSEMBLY SHALL HAVE A CLEAR ZONE AROUND HYDRANT OF AT LEAST 36" AND THE PUMPER PORT SHALL FACE STREET OR FIRE ACCESS. 7. THE INSTALLER OF A FIRE LINE BACKFLOW PREVENTION DEVICE INSTALLED OUTSIDE THE BUILDING AND UNDERGROUND, SHALL HAVE A LEVEL III CERTIFICATE OF COMPETENCY OR A LEVEL U CONTRACTOR'S CERTIFICATE OF COMPETENCY. IF THE INSTALLER IS DIFFERENT FROM THE BACKFLOW PREVENTION DESIGNER, THE INSTALLER MUST STAMP, SIGN, AND DATE THE PLANS, IN ADDITION TO THE DESIGNER'S STAMP, SIGNATURE, AND DATE. 8. INSTALL WATER MAINS CROSSING SEWER LINES SO THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. LOCATE FULL SECTION OF WATER PIPE SO THAT ITS MIDPOINT IS ABOVE THE SEWER PIPE AT THE CROSSING. THIS INSTALLATION MAY REQUIRE SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPE. 9. INSTALL WATER SUPPLY LINES AT LEAST 10 FEET HORIZONTALLY, MEASURED EDGE TO EDGE, FROM ANY EXISTING OR PROPOSED SEWER AND AT LEAST 18 INCHES ABOVE THE TOP OF A SEWER. CITY OF TUKWILA STANDARD CONSTRUCTION PLAN NOTES APPROVED 05.16.02 REVISED 02.21.03 REVISED 06.09.04 S Ewe-R, gi 04-L,t_E-e Vim St✓Lg.e. OtsTg.tci • GOOP.blik -q-'c'"tuiv 1/4til4 DtSTiZtel" R 1L1RED C,OOP-Dt? )kT1 ON w 6 T K t !STRICT PgQ' -These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: - By: 414/ / CALL W - 1133 - 01�9 tb SC1-45bthLE i3- N-tiA-N.)L M0R)( Pg6 - G04VSTRLtGT11,IQ MEeriw WtTN Pula 1.1C- Wt S REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 012019 PERIVIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com O//09/20/9 TACOMA • SEATTLE 2215 North 30111Seeat, Suite 300, Taooma, WA 98403 253.383.2422 TEL 1200 Sizlh Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL �oz 0T00_ UI-17 co VJ Q E3 J Q J o °6 O oz O S0 UWQ Q Z J Q 0CI �U)2 REVISION DATE Design: CTJ Drawn: CTJ Checked: DT Project No. 2170645 Issuance BID SET Date: 01-16-2019 Drawing Title TUKWILA STANDARD CONSTRUCTION PLAN NOTES Drawing Number C1.01 MATCH LINE - C4.01 i 1 1. • '5 / -/ / / / / / / / / // \1 \I\\ >� C4V I1 I \ C'._ X I I /III I ,I! I III GRASS 3' CLF rC3RIIA = 287.77 'E 12" CM? S = 285.21 / / / / / / / / / CLF \\0 I /' / x //,„/ ASPH I IS 144 ST` - - 6"AV` S ASPH 111111 ®-®_- -..L14 MN 4i- - J® SSMHv ` - .Q-^.., RIM = 281.90 l - - E 6" PVC E = 278.17--.........-- IE 8" PVC S = )278.07 ASPH CB u RIM =1 282.29 /' I IE 8"'PVC iN-' 278.68 4;7 ' >9 \I / 11 ASPH / I / / 71 Jj / // 424 / /; / / #1'' //1 STOP SIGN CROSSWALK 28,> v7 SIGN RIM = 287.23 IE 18" ON NW = 281.71 SSMH IE 18 00N0 SE = 281.88 RIM = 287.84 IE 10" PVC S = 277.48 IE 10" PVC E= 277.24 IE 10" PVC W = 277.44 ASP, SHED FLOOR = 283.52 FINISHED FLOOR = 286,55 FINISHED FLOOR = 285.01 SHOWALTER MIDDLE SCHOOL ASPH 5 PRESERVE AND PROTECT EXISTING WATERLINE BUS STOP S S- _ - _ -S- - - - S SSMH RIM = 287.01 E 10" PVC N = 276.78 1E 10" PVC E = 276.68 IE 10" PVC W = 276.77 GRADING AND EROSION CONTROL NOTES 11- IRA aEc s" 08P55 284.61 / sE 6" PVC NJ = 283.43 / / / / PARCEL NO. 152304-9108 TUK7,1LA SCHOOL DISTRICT FINISHED FLOOR = 283.56 /// SHOWA / / / /// E55 2194� I (DDLE SCHOOL-, 050851E SIGN -'�- N RIM = 285.38 ASPH 1 IE 12 =M=S=2-2.7__ 0 1318.91' 77 CA,C 7/16) -.��. / /) om-��GRASSTI . ., I'ls fl I I° I, \\\ \Y\ \ I° \ 11 ASFH / 1 FjI II `• 8yr_ 1-2bEC cEca)I . 55 DEC, t. 06 CB NO PARKING 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 OCCURS 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 SITUATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE FACILITIES. a. INSPECT ACCORDING TO THE APPROVED ESC INSPECTION SCHEDULE AND MAKE NEEDED REPAIRS IMMEDIATELY. GENERAL NOTES ASPH 51 GRASS 054 IRR GRASS 15; IN \ GRASS\ \I / 1 A• / R I \ it \ j1 flb II /:NO PAr I5°c G i II \ FIRE r ANE / / ' t / it \OT \ \ 1 ll \, \� II l 0 GRASS \ / 7 \ hip /�i / ///I� oEc I � asPH ` ia�'ILA SCHC6C j { R sp - >'n1 0I_TRICT N0 406 h yRR IRr2 i~ ^�.-7. - II 1 � A.SPH �� \ I RIM = 281.61 V 2.-__\ ACBIE 10" PVC E - 273.18 \ RI: 27751 !, I5 10" PVC r'J 273.37IE6" PVC N 4 - 2,422-_E 72 CMP S = 27491 -GS---5--- 5---I- 7 PINE c- `1 `' 2 1\` ` `\ GRASS t( GRASS -ti - (RR_ _ - - - {r �5G JJ // ///////. / ///, /08 RIM = 279.68 /IE 6" PVC N = 277.38 /IE 6" PVC E = 277.56 IE 6" PVC S = 277.38 VISITOR PARKING CO RIM = 279.68 IE 6" PVC N = 277.28 IE 6" PVC E = 277.70 IE 6" PVC S = 277.35 / // ,7 FINISHED FLOOR = 260.10 / CB ." i RIM = 279.08 IE 6" PVC N = 277.23 //// IE 6" PVC E = 277.16 IE 6" PVC S = 276.92 4CB RIM = 279.59 IE 6" PVC N= 277.01 IE 6" PVC E = 277.266 IE 6" PVC SE = 27700 / ///, l Ibv // 1. EXCAVATE EXISTING FILL TO BEARING SOIL WHEN ENCOUNTERED UNDER BUILDING SLAB/FOUNDATION, AND REPLACE WITH MOISTURE CONDITIONED IMPORTED STRUCTURAL FILL. EXISTING FILL DEPTH IS ESTIMATED TO RANGE BETWEEN APPROXIMATELY 3' AND 7' FROM EXISTING GRADE. EXPLORATION BORINGS INDICATED ON THE PLANS CORRELATE TO THE GEOTECHNICAL REPORT PREPARED BY SHANNON & WILSON, INC., DATED DECEMBER 20, 2017. 2. FOR TREE PROTECTION, SEE LANDSCAPE PLANS. KEY NOTES OPRESERVE EXISTING SEWER SERVICE FOR CONNECTION TO NEW BUILDING SEWER. LEGEND RM ,= 271 1E 6" PVC IE 6" PVC IE 6" PVC C8 / RIM = IE6"P' / IE 6" P' J IE 6" P` IE 6" P' GRASS \ 0 These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and ' omissions which do not authorize violatlen,s of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. • Date: By: i 4 ( f `) CLEARING LIMITS TREE PROTECTION /CONSTRUCTION FENCING SAWCUT / GRIND OVERLAY LIMITS DEMOLISH TREE DEMOLISH ASPHALT DEMOLISH CONCRETE FENCE TO BE DEMOLISHED DEMOLISH POWER DEMOLISH TELECOM DEMOLISH GAS DEMOLISH DRAINAGE DEMOLISH SEWER DEMOLISH WATER INLET SEDIMENT PROTECTION FILTER FENCE MAJOR CONTOUR MINOR CONTOUR INTERCEPTOR SWALE, WITH CHECK DAM AND FLOW CHANNEL STABLIZATION AS NOTED. CONSTRUCTION ENTRANCE CHECK DAM I I n / 0 u x -x-x-x-x-x- ----W- X XXX XXX 4.00 tgiir REVIEWED FOR CODE COMPLIANCE APPROVED City of Tukwila BUILDING DIVISION GRAPHIC SCALE rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 01/09/2019 0 1-7 03 ,t6 :Du) ! REVISION DATE Design: CTJ Drawn: CTJ Checked: DT Project No. 2170645 Issuance BID SET Date: 01-16-2019 Drawing Title DEMOLITION AND TESC PLAN Drawing Number RECEIVED CITY OF TUKWILA APR 01 2019 PERMIT CENTER Know what's below. Call before you dig. 6' CLF' ., III I 1 \! 1 ``' "L I\I r\ \ 11 1 I IV \':,A A A 1 ><III II I I r \\ \\ 1 LP \ II 1 I / ,l \ I IX 1-111 ( p1 11 l _ I xl�� i 11 .I , n 1 \ GRASS\ ` (SOLID LID) ° °— — — ° _ RIM m 276.83 `c I 6 „I \ IE 6" PVC E - 274.75 GRAVEL !000, IE4"PVCSe274.93._ _.. __ _ _275— __ 7 a x' Icl ,I , Atr-d GRASS -4' l L1 ASP6 III II°• .' • '•: • IREMOVE`9ND REF: CErROGKERYa If 'U! `A' CLF )C.`VASS I INC PARKING.--1 \ -A—' • 7AM-5PM 1 \ ®mmlmmmEn dam \ I Gt \\GRASS \ x \� \6 - x�x -- , ,_______ r ~� (a - ^]---�`-CB (SOLID277 6LID)3 - \ / IE 4" IP N = 275,63 (CAPPED) \ / ' IE 6" CONC W = 275.63 _"!� SPT ASPH CET RIM 277.73 PRESERVE AND PROTECT FENCE POSTS. REMOVE AND REPLACE CHAINLINK FENCE FABRIC NO PARKING- ASPif coo • / GRASS Es so gm sat mg es Ls sm-sraliiiislilsi GRASS 8' CIF GRASS GR ASS. GRASS GRASS SHOWALTER MIDDLE SCHOOL CB RIM 280.17 IE 4" PVC E 278.45 MATCH LINE - C2.00 CB RIM 283.19 IE 6" PVC NW 280.19 IE 6" PVC SE 281.D1 SHOWALTER MIDDLE SCHOOL GRASS (SOLID LID) IE 6" PVC E 272.26 IE 4" PVC S 272.43 IE 6" PVC W 272.31 // RELOCATE EXISTING CLEANOUTS, SEE SHEET C4.01 SSMIT GRAVEL GRAVEL D (\ X / ' : \ ii,4„,,,r\''::\g \\ \\„\,; \. 1\ : ''\\‘‘\ \a"\\:::\.\ \\S \. \ \ ,,, \ / SDMH TASPH cm GRAS ASPH SDITH- GRASS - GRASS ASPH AT These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors- :Ind omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. . Final acceptance is subject to field inspection by the Public Works utilities inspector. REVIEWED FOR CODE COMPLIANCE APPROVED City of Tukwila BUILDING DIVISION GRAPHIC SCALE 10 20 40 rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 01/09/2019 o u, a CD a IL - 0 , _I-1 1 jUji - :a) ( 1 )1:2- la i -WWI - . , .rc : :::2 X (c). 0 X (c).. h• 1.-, -:§ REVISION DATE Design: CTJ Drawn: CTJ Checked: DT Project No. 2170645 Issuance BID SET 01-16-2019 Drawing Title DEMOLITION AND TESC PLAN Drawing Number C2.01 RECEIVED, CITY OF 1 UKINILA APR 01 2019 Know what's below. Call before you dig. 1" = 20 FEET PERMIT CENTER rolluda architects COPYRIGHT 02018 ROLLDDA ARC FILTER FABRIC MATERIAL PER SPECIFICATIONS 2"x2" BY 14 GA. WIRE FABRIC OR EQUIVALENT, AFFIX TO POST PROVIDE 3/4" -1 1/2" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE STEEL FENCE POST NO. 6 REBAR MIN OR EQUIVALENT FILTER FABRIC 60" WIDE ROLLS - USE RINGS TO ATTACH TO WIRE FABRIC PROP. LINE 2.0' MIN. =111=11 I111=1 I=I i 1=l i FRONT VIEW FILTER FENCE NOT TO SCALE E sso.,\G¢OPO R = 25' MIN. PROVIDE DIP CULVERT FOR TEMPORARY CONTROL OF DRAINAGE. 00 4"-8" QUARRY SPALLS GEOTEXTILE 25(2" BY 14 GA. WIRE FABRIC OR EQUIVALENT BURY BOTTOM OF FILTER MATERIAL IN 8" X 12" TRENCH STEEL FENCE POST NOTES: 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST WITH A MINIMUM SIX-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF SIX FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30") 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY EIGHT INCHES WIDE AND TWELVE INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST ONE INCH LONG, TIE WIRES, OR HOG RINGS. 5. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF FOUR INCHES AND SHALL NOT EXTEND MORE THAN THIRTY SIX INCHES ABOVE THE ORIGINAL GROUND SURFACE. 6. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND TWENTY INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN THIRTY SIX INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 7. WHEN EXTRA -STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE (5) APPLYING. 8. THE TRENCH SHALL BE BACKFILL WITH 3/4 INCH MINIMUM DIAMETER WASHED GRAVEL. 9. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 10.FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD 12" MIN. THICKNESS , PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA MAINTENANCE STANDARDS 1. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON -SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, THE CONSTRUCTION OF A SMALL SUMP SHALL BE CONSIDERED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP. 4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 5. IF VEHICLES ARE ENTERING OR EXITING THE SITE AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. CONSTRUCTION ENTRANCE NOT TO SCALE Know what's below. Call before you dig. DRAINAGE GRATE GRATE FRAME SEDIMENT AND DEBRIS FILTERED WATER 5" MAX. TRIM DRAINAGE GRATE -RECTANGULAR SHOWN OVERFLOW BYPASS BELOW INLET GRATE DEVICE CATCH BASIN PER PLAN INLET SEDIMENT PROTECTION NOT TO SCALE CHECK DAM NOT TO SCALE BELOW INLET GRATE DEVICE RETRIEVAL SYSTEM (TYP.) OVERFLOW BYPASS (TYP.) NOTES 1. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORM WATER STRUCTURE IT WILL SERVICE. 2. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 3. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 4. PERFORM MAINTENANCE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 8-01.3(15). CHECK DAM NOTES: 1. ROCK CHECK DAMS SHALL BE OF 2" TO 8" FACE, SOUND QUARRY ROCK. 2. ROCK CHECK DAMS SHALL BE 1' HIGH IN THE CENTER AND A MINIMUM OF 0.5' HIGHER ON THE SIDES. 3. CHECK DAMS SHALL BE TOED IN AT THE BASE A MINIMUM OF 0.5' TO PREVENT EROSION. 4. CHECK DAMS SHALL BE CONSTRUCTED IN SUCH A MANNER THAT THE ROCK IS FIRMLY PLACED WITH A MINIMUM OF SPACE BETWEEN ROCKS. 5. THE FACES OF THE DAM SHALL BE SMOOTH WITH NO ROCKS PROTRUDING MORE THAN 2". DITCH SLOPE CHECK DAM SPACING 0 - 5% 150 FEET 5-10% 100FEET 10% 50 FEET s m o SECTION B-B SECTION A -A These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date:,,� By: 4tit �got9 \,13S REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@roliudaarchitects.com O//09/20/9 TACOMA • SEATTLE 2215 Norlh 301h Street, Sulle 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL _I O) 000_ CT) 0 E J < Ooz 0�0 0 Q N J Q 00 REVISION DATE Design: Drawn: Checked: Project No. CTJ CTJ DT 2170645 Issuance BID SET Date: 01-16-2019 Drawing Title TESC DETAILS Drawing Number C2.02 RECEIVE[) CITY OF TUKWILA APR 01 2019 PERMIT CENTER MATCH LINE - C3.0 2 X RIM = 287.77 IIE 12" CMP S 285.21 8' CLFN I-t A SRN IS 144 ST` - --®= AVE_S. --5 5 CB - RIM = 287.23 IE 18" CONC NW = 281.71 SSMH IE 18" CONC SE = 281.88 RIM = 287.84 IE 10" PVC S = 277.48 IE 10" PVC E = 277.24 IE 10" PVC W= 277.44 GRASS 8' CL=-N.,.., ``YY .�C -SSMH- 3- - RIM = 281.90 `-FG:283.18 IE 6 PVC E 278.17 IE 8" PA,,.:5 2 8.07 TW 262.54 ° ° 1 FG 3.18 BW:280. - .�,„.B >.53- . T ° - , \ TW:282.98 283.03 . I ° ►►, L/ BW: i SBI r. `_ 12f� Lei 1 S FG( _ ao_o•o.s.-T ASPH A I RIM 1 282.29 /'G.284.13 IE 8"PVC 34-- 278.98 / FGa284.02 / I ASPH FG: 284.52 FG:12 84:4 FGi:I28AI FG 84.5 --! d-9-�711 / / / Q I / / B:284.3 284.28 yyWUV in / r 6W "284.27 q/ BW . 4 yell / / WV:284.78 I / BW: 284.38 / /' \-STOP SIGN RCSSWA_ \ SIGN EG: 285.20 EG: 285.15 ASPH FG: 283.41 FG: 284.23 FG: 284.28 FG: 283.39 FG: 284.92 FG: 284.99 FG: 284.92 FG: 284.99 GS EG: 285.31 FG: 284.29 FG: 283.77 FG: 285.00 o �O r'-\ ' c / FF : 283.20 FG: 284.14 FG: 284.28 I SHED FLOOR = 283.52 FINISHED FL OR -= 286.55 1 l 1 l l 9 9 9 l l l l A 1 1 1 11 l/////////// FG:284.931' f"" FG: 284.99 FG: 284.99 FG: 284.99 FFE: 285.01 BUILDING B \ l\\ 1\ l l l l l\ FG: 284.99 FG: 284.99 FINISHED FLOOR = 285.G1� FG: 284.95 FG: 285.07 SHOYV/1! TERM DIDDLE SCHOOL FG: 284.25 FG: 284.75 Go, 49SW-1 OVERHANG ES -._---_ 86` RIM 12..85.38 S - -- S-- SSMH ECM = 287.01 IE 10" PVC N = 276.78 IE 10" PVC E = 276.68 iE 10" PVC W = 276.77 FG: 284.49 EG: 285.22 EG: 285.17 IRR RR DEC Ift GR8 55 L.-... W- ',1 ,6 h/ 2 G' IN o EN o 0000_•----0-o In oo o MOO o o o o o s oo - .__. -71 I / GRASS MN / Id '.ill ll\\ I / I I I \ FG: 283.57 / N �� I \l i , / / 2, -�1 ////G1uPC✓ bO1 kI- 'I0 iC'. .3 k .I---- 8�� CB RIM = 284.61 IE 6" PVC W -= 283.43 / ` PARCEL, NO. / / FG: 283:58 152304 9108 / / j/ / FG: 285.09 / / / ////f7/// !I... 45v PF� �,�` 3333i \ SCf�t'F 8' ;UKWILA SCHOOL DISTRICT. ED FLOOR = 283.56 5 EG£' 284.42 / / / / / DEC EG: 284.46_ RIM = 283.59 e IE 6" PVC 5 = 282.76 GRADING AND EROSION CONTROL NOTES ASPH BUS STOP SIGN \��4 CRN55 SHO'WALTER MIDDLE 5CH004 CONCRETE SIGN v4 NO PARKIN 5 FG' 284.59. FG:284.68 fG EG: 284.29 EG: 284.31 2(9T 1/ kSPN \ P.� jt EG 2c�e.csFG:,282.96 4.60 EC 2862 it EG 283'7 1 r EG: 284.32 EG (283 29 - - -_ S 87'49'17" 7 1318.91' (TO CALL 1/15) - - - ,-,- 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. Know what's below. CaII before you dig. 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 OCCURS 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 SITUATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE FACILITIES. e. INSPECT ACCORDING TO THE APPROVED ESC INSPECTION SCHEDULE AND MAKE NEEDED REPAIRS IMMEDIATELY. . r284 ®m VW 1LN IRP, / GRASS / GRASS \/ l CRASS 1 Ei. • 283.203'` s FG 283.01 - G:2282_$406 3CC: 284 Ag,TOR PAR ti'h2'82.169 d BC:g82.69 4TC:284.09 ASPH FGs282.89 BC: 284.09 I RIM = 281.6 273.18 273.37 .-- - - _ IE 10�"VC GENERAL NOTES 1. EXCAVATE; EXISTING FILL TO BEARING SOIL WHEN ENCOUNTERED UNDER BUILDING SLAB/FOUNDATION, AND REPLACE WITH MOISTURE CONDITIONED IMPORTED STRUCTURAL FILL. EXISTING FILL DEPTH IS ESTIMATED TO RANGE BETWEEN APPROXIMATELY 3' AND 7' FROM EXISTING GRADE. EXPLORATION BORINGS INDICATED ON THE PLANS CORRELATE TO THE GEOTECHNICAL REPORT PREPARED BY SHANNON"r& WILSON, INC. 400 N 34TH ST, SUITE 100, SEATTLE, WA 98103, DATED APRIL 4, 2018. 'EG282 EG: 281.84,, EG:281.89 ° TC..282.67 BC:292.29 s- - ---- LEGEND: AWES 2" 2 GRASSI \- _ GRASS "" ✓ RR- // // / CB RIM = 279.68 IE6"PVC N= /IE 6" PVC E= IE6"PVC S= //, 277.38 277.56 277.38 CB RIM = 279.68 IE 6' PVC El = 277:28 IE 6" PVC E = 277.70 IE 6 PVC S = 277.35 INISHED FLOOR - 250.10 CB RIM = 279.08 IE6"PVC N=277.23 IE 6" PVC E = 277.16 IE 6" PVC 5 = 276.92 CB RIM = 279.59 IE 6" PVC 3-277.01 1E 6" PVC E = 277.26 E 6` PVC SE = 277 / // iE 6" PVC IE 6" PVC 1E 6" PVC TCB 511 • XXX XXX EG FG BC TC BVV TW BS TS PROPOSED CONTOUR MAJOR PROPOSED CONTOUR MINOR MATCH EXISTING GRADE FINISHED GRADE FINISHED GRADE AT BOTTOM OF CURB FINISHED GRADE AT TOP OF CURB FINISHED GRADE AT BOTTOM OF WALL FINISHED GRADE AT TOP OF WALL FINISHED GRADE AT BOTTOM OF STAIRS FINISHED GRADE AT TOP OF STAIRS BORING FROM GEOTECHNICAL ENGINEERING REPORT, DEPTH OF FILL REFERENCES EXISTING GRADE. GRADE BREAK These plans have been reviewed by the Public Works Department for conformance avith current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this dam will void this acceptance and will require a resubmittal of revised drawing,s for subsequent approval. Final acceptance is subject to field inspection by _ the Public Works utilities inspector. Date: By: REVIEVVED FOR CODE COMPLIANCE APPROVED City of Tukwila BUILDING DIVISION GRAPHIC SCALE 0 20 20 FEET 40 rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 01/09/2019 u) L-1 cr) a 06 LU co co o o cN! ser! REVISION DATE Design: CTJ Drawn: CTJ Checked: DT Project No. 2170645 Issuance BID SET Date: 01-16-2019 Drawing Title GRADING PLAN Drawing Number RECEIVED CITY OF TUKWILA PERMIT CENTER S 87'49' 7 7" E 500.03' 02018 ROLLUDA ARCHITECTS, INC 6' CLF j VI GF?ASS FG: 283.60 ASPH t I NO PARKINGt en ne me, cm cm en en cm.ma elei um im Know what's below. Call before you dig. EG oo raj • EG FG: 280.38 FG: 280.30 FG: 280.38 ASS FG: 277.84 BUILDING C _27/1 37: BLEACHERS GRAVEL GRASS CONC TFINISHEI oi ASPH VC SS PORTABLE SE ARCHITECTURAL SVIEET FOR FENCE INFO GRASS 7. GRASS EG: SHEETS FOR -STAIR mom == ien cif loran mmmmmmm cm cm ner; en BUILDING D CB FG: 280.40 /// FF: 283.37 GRASS FG: 282.54 FINISHED FLOOR = 280.45 TW: 283.28 BW: 283.27 TW: 28128a W: 280.40 MATCH LINE - C3.00 CB FG: 283.27 FG: 283.35 SHOWALTER MOD/ R. SCHOOL GRASS FG: 283.67 FINISHED FLOOR -FG28:32.8830._,:x/80;, FG: 283.80 FG: 283.6 EG: 281.40 TEMPORARY -PORTABLE- — GRAVEL FG: 275.46 GRASS TW: 28 EG: EG SD RIM - TEMPORARY - --PORTABLE GRAVEL 4.89 ASPH Q. mil j 111 279.78 280.26 ASPH GRASS GRASS SDMH %The.ce \plans have been reviewed by the Public Works pepartment for conformance with current , ',lards. Acceptance is subject to errors and oinisions which do not 'authorize violations of tandards or ordinances. The responsibility adequacy of the design rests totally with the d r dditions, deletions or revisions to these ‘,,,drawings after this date will void this acceptance forars4sequent approval. \rin,144tance is subject to field inspection by Ihe Public Works utilities inspector. Rate: By: REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION GRAPHIC SCALE 0 10 20 40 1" = 20 FEET rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 208.267.2425 To. II 6 I= cn U1 co Ill 1— Oi 8 6:_5 —•._%`8,9,1 REVISION DATE Design: CTJ Drawn: CTJ Checked: DT Project No. 2170645 Issuance BID SET Date: 01-16-2019 Drawing Title GRADING PLAN Drawing Number C3.0 RECEIVED PERMIT CENTER MATCH LINE - C4.01 El MI 1:23 x MI OM MI /I X / / / / I)I x/ I ASPY, I 1 i I �ci\� II I ill GRASS :. �1C4 P' 1 \ -CB 63 uk I 1 A 1" . I RI.1 282 29j6D,c�7oQ.., I \ E 248-_ E 9"FVc�R(Nf:2 . 11 \ \ RI� ? 2.29 1 / t'E: 279.53 6f (Sj- . 1 IE: 278!98 &" (f�I) EX I / IE: 279.53 61' (E) I IE: 2791'16,6' Th) I / 1 I II 1 \ / I IIGRASS I a i \ I // 1 II I,_p 1 r: 1 v �S_- a FCB 1RIM = 287.77 E 12" CMP S = 285.21 18' CLF I ASPH I IS 1 / O./ // / /,. / 1 /' / I/ I SSMH 1 _ RIM = 281.90 ` _ - E 6" PVC E = 278.17 IE 8" PVC S = 278.07 / 8' CLF �v x y ASFH ASPI1 \ \ \ I / t+4 i li IRR ��I, ASPH J STOP SIGN CROSSWALK s , SIGN • I --S CB RIM = 287.23 IE 18" GONG NW = 281.71 SSMH IE 18" CONIC SE = 281.88 RIM = 287.84 I.° 10" PVC 5 = 277.48 IE 10" PVC E= 277.24 IE 10" PVC W= 277.44 STORM DRAINAGE NOTES ASPH SSMH RIM = 287.01 IE 10" PVC N = 276.78 1E 10" PVC E = 276.68 iE 10" PVC W = 276.77 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 2 3. MARK ALL STORM DRAIN INLETS WITH "NO DUMPING DRAINS TO RIVER" PER CITY OF TUKWILA STANDARD, AS APPLICABLE. • A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE SIDE SLOPE. UTILITY CROSSINGS EX. 8" WATER EX. TELECOM CO EX. = 281.40 IE = 281.19 O 1.51' O 1.35 (-130 PROP. 12" STORM ( (� PROP. 12" STORM n 1 TOP = 279.89 O 0 TOP = 279.84 O PROP. 12" STORM OIE = 278.74 0.28' m EX. 8" SANITARY 0 TOP = 278.46 * INVERTS OF EXISTING WATER, GAS, OR DRY UTILITY IS BASED ON AN ASSUMED DEPTH OF COVER AND EXISTING GRADES. CONTRACTOR SHALL CONFIRM CROSSINGS AT EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM ENGINEER OF ANY CONFLICTS. ** INVERT OF EXISTING STORM IS UNKNOWN PER SURVEYED INFORMATION. CONTRACTOR SHALL POTHOLE EXISTING STORM PRIOR TO CONSTRUCTION AND INFORM ENGINEER OF ANY CONFLICTS. Know what's below. CaII before you dig. OOHS. RDCO #10 RIM: 285.23 IE: 281.89 6" (E) IE: 281.89 6" (N) .CB RIM: 283.85 IE: 279.47 6" (E) oIF�:279.476"(W)y' 1E:279.476"S)) 1 oil @ 0.50% CB #14 2 'DS RIM: 283.34 RDCO #14 SOLID LID RIM: 284.54 IE: 279.49 6" (S) IE: 279.64 6" (W) IE: 279.49 6" (W) IE: 279.64 6" (E) IE: 279.49 6" (E) IE: 279.64 6" (S) IE: 279.49 6" (N) 11 LF 6" @ 0.50% AD #2 RIM: 283.38 IE: 279.55 6" (S) 1E: 279.55 6" (N) 68 LF 6" @ 0.50% FFE: 285.01 BUILDING B AD #1 SHOWAL TER MIDDLE RIM: 283.77 IE: 279.89 6" (N) --W OVEF,HA0G ",DEG ADDITION FINISHED FLOOR = 283.52 07LF6"@0.50% Ci R = 286.5` 55 LF 6" @ 0.50% CB #12 RIM: 284.88 IE: 280.00 6" (S) IE: 280.00 6" (SE) IE: 280.00 6" (W) RDCO #6 EINislitp283�:67R6IM:4(E�j1s.ci IE: 283.67 6" (S) 25LF6"@0.50% SCHOOL RDCO #12 RIM: 284.83 IE: 283.79 6" (N) RDCO #9 RIM: 285.15 IE: 282.11 6" (W) IE: 283.11 6" (N) BUS STOP SIGN GENERAL NOTES MI MI OM OM MI MI MI MI MI OM MI MO MS MMMMMMMMMMMMMM RDCO #15 RIM: 284.58 IE: 279.91 6" (W) IE: 279.91 6" (S) / // RPy> FD0,, DEC - IW CP IE 12" CMP S 282.71 24 LF 6" CPEP @ 14.47% 14 LF 6" CPEP @ 0.50% /i EX. CB #9 RIM: 284.61 E: 283.43 6" (NW) 1E 283606"(W) 29 43 6" (S) / RIM 284.61 IE 6" PVC `N - 283.43 / / / PARCEL N0. 152304-9108 TUKWILA SCHOOL DISTRICT FINISHED FL00R = 283.S / / ////////////// iRR \ N6M .......,........„,....• .-A\ \-' r_ as -- _.. `p 1 • ' . C4a 4 . / i.2 c3 5„ 06EC f 6" DI CL52450.50% RIM: 285.14 1RR IRR 1. EXCAVATE EXISTING FILL TO BEARING SOIL WHEN ENCOUNTERED UNDER BUILDING SLAB/FOUNDATION, AND REPLACE WITH MOISTURE CONDITIONED IMPORTED STRUCTURAL FILL EXISTING FILL DEPTH IS ESTIMATED TO RANGE BETWEEN APPROXIMATELY 3' AND 7' FROM EXISTING GRADE. EXPLORATION BORINGS INDICATED ON THE PLANS CORRELATE TO THE GEOTECHNICAL REPORT PREPARED BY SHANNON KEY NOTES 2 3 4 CONNECT NEW STORM DRAIN TO EXISTING STRUCTURE. FIELD VERIFY STRUCTURE INVERTS AND NOTIFY THE ENGINEER IF FIELD CONDITIONS VARY FROM DESIGN. CONNECT ROOF DRAIN TO STORM DRAIN. PROVIDE CLEANOUT WITHIN 2 FEET OF BUILDING. CONNECT FOOTING DRAIN TO CATCH BASIN. PROVIDE CLEANOUT PER ENCASE 12" PIPE IN 20" DUCTILE IRON PIPE PER r-71 CONNECT BUILDING SEWER TO EXISTING SEWER SERVICE, SEE - I MECHANICAL PLAN. SHOWALTER MIDDLE SCHOOL CONCRETE SIGN ASFH ASPH VISITOR PARKING ASPH RIM = 281.61 It IRR GPASS WATER DISTRICT NO.125 STANDARD NOTES: DEC o DEC SCHO NO 4C LEGEND: XXX XXX FD RD PROPOSED CONTOUR MAJOR PROPOSED CONTOUR MINOR CATCH BASIN, TYPE 1 CATCH BASIN, TYPE 2 CLEANOUT DOWNSPOUT GRADE BREAK DRAINAGE SWALE RETAINING WALL STORM DRAIN FOOTING DRAIN ROOF DRAIN Ark These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmival of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: 1. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATION SHOWN AND FOR DISCOVERY OF POSSIBLE ADDITIONAL UTILITIES NOT SHOWN SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION CENTER (1-800-424-5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE CONTACTED IF A UTILITY CONFLICT EXISTS. 2. CONTRACTOR SHALL NOTIFY DISTRICT ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE OF ALL REQUESTS FOR STAKING, TESTING OR INSPECTION. 3. CONTRACTOR IS RESPONSIBLE FOR CONTROL AT THE TIME OF STAKING. 4. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL WHERE REQUIRED BY THE DETAIL SPECIFICATIONS AND FOR VARIATION FROM THE ENGINEER'S DESIGN. 5. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, AND WD #125 SPECIFICATIONS. 6. CONTRACTOR SHALL FURNISH ALL MATERIALS. 7. ALL WATERMAIN PIPE SHALL BE DUCTILE IRON CLASS 52, PUSH -ON JOINT OR MECHANICAL JOINT, CEMENT LINED (ANSI A21.4), EXTERIOR COATED WITH MANUFACTURER'S RECOMMENDATIONS. ALL FITTINGS SHALL BE CAST IRON AND SHALL CONFORM TO APPLICABLE PORTIONS OF ANSI STANDARD A21.10, A21.11, B16.2, B16.4 AND A21.53, WITH A MINIMUM PRESSURE RATING OF 150 PSI AND WILL BE CEMENT LINED. 8. ALL GATE VALVES TO BE MUELLER. ALL HYDRANTS TO BE MUELLER. 9. CUT -INS AND LIVE TAPS TO BE MADE BY CONTRACTOR. WD #125 SUPERINTENDENT AND ENGINEER MUST BE NOTIFIED 48 HOURS IN ADVANCE. 10. CAST IRON MECHANICAL JOINT SLEEVE COUPLINGS REQUIRED. 11. TAPPING SLEEVES SHALL BE MUELLER CAST IRON, JCM EPDXY COATED STEEL, OR ROMAC SST WITH STAINLESS STEEL FLANGE. 12. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE TYPES AND SIZES FOR COUPLINGS, CONNECTIONS, CUT -INS, AND LIVE TAPS. 13. 3 1/2 FOOT MINIMUM COVER OVER ALL WATERMAIN PIPES. 14. DEVELOPER TO PAY FOR STATE, COUNTY AND CITY INSPECTION FEES. 15. ALL METER LOCATIONS TO BE COORDINATED WITH WATER DISTRICT NO. 125 SUPERINTENDENT. 16. ALL EXISTING FIRE HYDRANTS AND MAINS TO BE OPERATIONAL PRIOR TO COMMENCEMENT OF CONSTRUCTION. 17. NO CHANGES ARE TO BE MADE WITHOUT WRITTEN APPROVAL BY THE WD #125 SUPERINTENDENT OR DISTRICT ENGINEER. 18. REFER TO WD #125 CONDITIONS AND STANDARDS, FOR ALL REMAINING NOTES AND DETAILS. 19. PROVIDE 3/4" SERVICE LINE AND TAP CONNECTIONS FOR EACH EXISTING WATER METER. 20. MAXIMUM ALLOWABLE OPEN TRENCH SHALL BE 80'. 21. STOCK PILES SHALL BE COVERED DURING ALL PERIODS OF PRECIPITATION. 22. MODIFIED PROCTOR COMPACTION AND MOISTURE CONTROL TEST REQUIRED AND COPIES OF TEST REPORTS SUBMITTED TO THE DISTRICT ENGINEER. ALL COMPACTION UNDER PAVED AND TRAFFIC ARES SHALL BE 95% MAXIMUM DENSITY MODIFIED PROCTOR PER ASTM D-1557. ALL OTHER AREAS TO BE 90% MAXIMUM DENSITY MODIFIED PROCTOR. 23. ALL VALVES, FIRE HYDRANTS AND SERVICES TO THE METER STOP TO BE INCLUDED AS PART OF ALL PRESSURE AND PURITY TESTS. NO EXCEPTIONS. 24. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH CITY OF TUKWILA REQUIREMENTS. 25. ALL PIPE AND APPURTENANCES TO BE TESTED WITHIN 10 FEET OF ANY CONNECTION POINTS UNLESS OTHERWISE APPROVED BY ENGINEER. 26. CONCRETE THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES, VALVES OR OTHER APPURTENANCES WHERE INTERNAL FORCES REQUIRE RESTRAINT. BLOCKING SHALL BE IN ACCORDANCE WITH WATER DISTRICT NO. 125 STANDARDS. 27. THE TESTING AND DISINFECTION OF THE WATER SYSTEM SHALL BE WITNESSED BY WATER DISTRICT NO 125. etx REVIEWED FOR CODE COMPLIANCE APPROVED City of Tukwila BUILDING DIVISION GRAPHIC SCALE 0 10 20 40 rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com E 5 i:-: I_ w 0 cf) 0 ii _1411- <-- 1 E u)i--.1 ccti) 8 1-`t ;.;`° F7 T..-). ..06 :6 co 1.7,- .33 0, 2 Lii I : 1 u,u5 I LL,T REVISION DATE Design: CTJ Drawn: CTJ Checked: DT Project No. 2170645 Issuance BID SET Date: 01-16-2019 Drawing Title CIVIL UTILITY PLAN Drawing Number C4.00 RECEIVED CITY OF TUKWILA PERMIT CENTER S 87'49'17" E 500.03' 0" CLF- 6' CLF 1� I II N I \ \ ICP#1 ,4 RIM!276.5 >C 1E: 2684 171" (S) IE: 268,107 36, (E) r' \ \ 1 I M2 6.5 IE27I.021)�I' ( ) jEG266.02t3 1( ) 1 Id268.02112j (N) I x�l j 1 �, ! GIB #8 II RIM', 2r!7.73 1 FLOW SP ITIWER 't l IE:1127i.08121(SI) I 1 IE'272175161 (E' I I". 73.08)-(i2"I(N, (I 'IE 73158I6" (W - 'ii 15 LF " L5a 14.7p%I / I Rr50 #18 t M II ; ?74.10 1E: 21\2 72I6" (E) y =�- 1E:27?.7?16` (A) 2 4 t ' 31 LF 6 @I0:50%q `8 45° BEN9 (1,0)1 THRU T BI,OgK , ) ° BENDNIJ) \/ UST BLACK (I GRASS r ( RELOCATE 2ASSAND WATER LIN. S TO AVOID GYM ADD TION R 1 GRASS 1 LF 6" @ 0.50? ASPH 1 - 8" 45° END (MJ) 1 - THRUST BLOCK 1 8T1'45 BEND 1(r TRUST BLOCK 43 Pi IR ROCO#I7: RIM 275.74 cc I IE: 274376",(E)• 1,1 IE: 274.36" (N) , IL IJI I1 C1 740-SP0I ,� l 1" mmlmmmmm(®mma,mmmmm®®m-mm`m.mmmmmm'®1 I X , x HERSI 1 14 F,96° @ 0:00%` ?3B�#15--- ___1, \ RIM: 276:46- - ,N 176449.20 ----` T- = _ r- E 128373595 - _ GRAVEL 16LF36"@O.00% GRASS "GCB (SOLID LID) RIM = 277.63 / / IE 4" IP N = 275.63 (CAPPED) IE 6" CONC W = 275.63 CRASS i! /il /. iI /ii h./ f _- iC--_ =;_wc_-_- Lf�%/////////////,! � _ ' `/ 7 - i f N GRASS / = 277.73 E .6" PVC E = 272.75 'E 12" PVC S = 272.82 ;E 10" PVC SW = 275.98 / / FINISHED FLOOR -' 280.40 BUILDING C ADDITION 9LF6"@5.81% CB #7 RIM: 280.02 IE:274.41 12"(N) IE: 274.41 12" (S) IE: 274.91 6" (W) ///// /////////////// 1 = 278.98 3F 'E 12" CPP N = 274,80 1I-_T 1 'E 8" CPPP SE 276.762 / ' / E 8" PVC 5 274.82 r l\ E8" PVC NW = 276.62 1 ASPH CB- 279.35 1 IE 12" PVC NE - 276.17 IE 6" PVCS 276.37 E 12" PVC 14 = 275.95 1� NO PARKING .98 012" (N) GRASS f -38435. ebAss ----c- 1 �1 N �. NO PARKP.0 DCO#4 R14:281.69, IE: 280.84 6' (NE). IE: 280.86" (S). 1,; G;?NC. UTILITY CROSSINGS GRASS !„�� err . JJCK HtV_ 8.5c55 / / IS;,ED FLOOR = 280.46 / / BUILDING D SHO v/AL i ER MIDDLE SCHOOL ///�EI,NISHED FLOOR = 280.43 ,CB / _ _ / / / / 0 / / --1I 680,,F-6' CMP OETENTIDN-RIPE IE 261-.52- - T- CB #21 RIM: 277.40 OLE CB #16 RIM:276.15 /777//////777/// GONG PORTA BLE RIM = 280.17 IE 4" PVC PJ = 2778.47 IE 4" PVC E = 278.45 IE 273.14 ///r' / \///////5 CDEX. 8" WATER IE = 275.56 S-1-2 PROP. 12" STORM TOP = 274.08 G) EX. POWER IE = 275.56 F1-3 PROP. 12" STORM IE = 275.56 grT3 PROP. 12" STORM TOP = 274.08 LINE INTO EXISTING 6" PVC STORM PIPE 41= / CRASS FINISHED - RIM:276.75 GRASS ALL ACCESS RISERS SHALL BE READILY ACCESSIBLE BY MAINTENANCE VEHICLE. I PORTABLE / 'i.--„,// / IE 16" CMP Vi -=,i,_ ................2 70,1 0 1...://j_ / GRASS CB RIM: 283.33 24 LF 6" @ 0.50% FINISHED FLOOR = 283.37 / TEE FOOTING DRAIN LINE INTO / EXISTING 6" PVC STORM PIPE MATCH LINE - C4.00 SHOWALTER 4,1IDDLE SCHOOL_ GRAS SSMH CB (SOLID L1D) SEE ARCHITECTURAL PLAN FOR ROOF DRAIN CONNECTIONS BUILDING A ADDITION CB C73- CB #18 RIM: 274.10 DEC GRASS DEC DEC t GRASS IE 1 1E 12; 1E 12' IE 14" 9 LF 36" @ 0.00 CPP 267,19 CPP SE = 267.76 ASPH \ ASPH KEY NOTES These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for su sggclent approval. al a cc tic& is subject to field inspection by 1- 6" HyDRANT ASSEMBLY \ Jj GRASS ASPH SDMH CRASS C GRASS 2 CONNECT NEW STORM DRAIN TO EXISTING STRUCTURE. FIELD VERIFY STRUCTURE INVERTS AND NOTIFY THE ENGINEER IF FIELD CONDITIONS VARY FROM DESIGN. CONNECT ROOF DRAIN TO STORM DRAIN. PROVIDE CLEANOUT WITHIN 2 FEET OF BUILDING. 171 CONNECT FOOTING DRAIN TO CATCH BASIN. ENCASE 12" PIPE IN 20" DUCTILE IRON PIPE PER REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION GRAPHIC SCALE 10 20 40 rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 Cinlagirears LanIsave Comma y Awes Lend Su z rx 5 I= co 0 co N 22 REVISION DATE Design: CTJ Drawn: CTJ Checked: DT Project No. 2170645 Issuance BID SET Date: 01-16-2019 Drawing Title CIVIL UTILITY PLAN Drawing Number 0 Know what's below. Call before you dig. MECHANICAL PLAN. 1" = 20 FEET PERMIT CENTER rolluda architects COPYRIGHT 02018 ROLLUDA ARCHITECTS STANDARD MANHOLE STEPS @ 12" O.C. (TYP.) 2"0 AIR VENT CONNECT TO CONTROL MANHOLE 60 CMP 36" OUTLET PIPE EL=267.52 0.5' DEAD STORAGE (TYP.) STANDARD LOCKING SEE GRADING PLANS MH. FRAME & LID FOR RIM ELEVATIONS ON ACCESS RISERS 3.0' TYP I�IIi�ITf-III-111-111��lllli�llllil"ITrlllllilllll Iliilllliilllllilllll PIPE BEDDING PER W.S.D.O.T. 1. REFER TO SHEET C4.01 FOR DETENTION PIPE PLAN. .L P•. 'T S-.0% . ACCESS RISERS ARE 72" CMP, SAME MA ERIAL AS TANK, WELDED OR FUSED TO TANK. 4. ACCESS OPENINGS SHALL BE POSITIONED A MAX. OF 50-FT FROM ANY LOCATION WITHIN THE TANK. 5. ALL ACCESS OPENINGS SHALL BE CLEARLY MARKED WITH OSHA CONFINED SPACE WARNING. 6. ALL TANK ACCESS OPENINGS MUST BE READILY ACCESSIBLE BY MAINTENANCE VEHICLE. DETENTION PIPE TYPICAL SECTION NOT TO SCALE MAXIMUM DISTANCE BETWEEN SPACERS SHALL BE 6 FEET ON CENTER SEAL BOTH ENDS OF CASING WITH A MANUFACTURED RUBBER SEALING DEVICE. PLACE END SPACER MAXIMUM OF 12" FROM END OF CASING (TYP.) STEEL ONE SPACER SHALL BE PLACED ON THE SPIGOT END OF EACH SEGMENT AT THE LINE MARKING THE LIMIT OF INSERTION INTO THE BELL. WHEN THE JOINT IS COMPLETE, THE SPACER SHALL BE IN CONTACT WITH THE BELL OF THE JOINT SO THAT THE SPACER PUSHES THE JOINT AND RELIEVES COMPRESSION WITHIN THE JOINT. PIPE CASING (MILL PIPE) OR DUCTILE IRON. USE 2 STAINLESS STEEL HOSE CLAMPS TO SECURE RUBBER SEAL (1 ON CARRIER PIPE AND 1 ON CASING PIPE). AWWA CARRIER PIPE: PVC SDR 35, PVC C900/C905, OR 18, OR DI CLASS 52. CARRIER PIPE DIAMETER 4" 6" 8" 10" 12" CASING DIAMETER 10" 12" 14" 16" 20" STEEL CASING THICKNESS 0.25" 0.25" 0.25" 0.25" 0.25" SPACER BAND WIDTH 8" 8" 8" 8" 8" NOTES: 1. CASING SPACERS SHALL BE "CENTER POSITIONING" TYPE. 2. FOR CASING SPACERS SPECS SEE S4-24. 3. MINIMUM RUNNER WIDTH SHALL BE 2 INCHES. 4. RUNNER HEIGHT SHALL BE SIZED TO PROVIDE: A. MINIMUM 0.75" BETWEEN CARRIER PIPE BELL AND CASING PIPE WALL AT ALL TIMES. B. MINIMUM 1" CLEARANCE BETWEEN RUNNERS AND TOP OF CASING WALL TO PREVENT JAMMING DURING INSTALLATION. 5. STEEL CASING DIAMETERS ARE "OUTSIDE DIAMETER" FOR 16" AND LARGER. 6. SPACER BAND WIDTH SHALL BE 12" FOR CARRIER PIPES THAT ARE 36" DIAMETER OR GREATER. 7. FOR STEEL CASING, PROVIDE SHOP APPLIED ANTI -CORROSIVE COATING ON CASING EXTERIOR CONFORMING TO AWWA C210. MINIMUM COATING THICKNESS 16 MILS DFT (DO NOT EXCEED MANUFACTURER'S MAXIMUM THICKNESS). PRODUCT SHALL BE EQUAL TO TNEMEC HI -BUILD TNEME- TAR SERIES 46H-413. JANUARY 2017 NO SCALE CASING SLEEVE DETAIL NOT TO SCALE Know what's below. CaII before you dig. DRILL & TAP (SPLITTING THE SEAM) SET MADE BOLT- DOWN WITH 3/8" SS ALLEN- HEAD BOLTS - 2 PLACES 1/8" RAISE - 1/2" WIDE BORDER CLEANOUT NOT TO SCALE LETTERING ("STORM" OR "SEWER") NOTES: 1. PIPE MATERIAL PER PLAN 2. PIPE DIAMETER AS SHOWN PER PLAN. PROVIDE THRUST BLOCK 5' STORTZ SIDEWALK IN.1 YARD DRAIN ROCK CONCRETE BLOCKING DIM. 1BM3' UNDISTURBED SOIL NOTES: 1. REFER TO CHAPTER 7 OF THESE STANDARDS. 6' DIA. DUCTILE IRON PIPE CURB 2. HYDRANTS EQUAL TO MUELLER#A-4230R CLOW MEDALLION #F-2545,M& H929. R FINISHED PAVEMENT 23/4'ASPHALT COATED TEEL SHACKLE RODS FLANGE JOIN SEE VALVE BOX DETAIL (WS-06) IANT GATE VALVE CAST IRON TEE (CEMENT LINED) -MJXMJ X FL SEE WS-12A AND WS-12B 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 1-1/4' PENTAGON OPEN LIFT OPERATING NUT. HYDRANTS SHALL HAVE A 6" M,J. BOTTOM CONNECTION AND 54/4' 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 SELF -OILING DRY BONNET WITH FACTORY FILLED RESERVOIR HOLDING APPROXIMATELY 8 OUNCES 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 257. BARREL SHALL BE FARWEST CASE YELLOW SAFETY X-3472. 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. 10. HYDRANT SHALL NOT BE CLOSER THAN 4' TO ANY FIXED OBJECT, WITH THE EXCEPTION OF HYDRANT GUARD POSTS, PER TMC 14.24.03. NOT TO SCALE City of Tukwila FIRE HYDRANT ASSEMBLY AND SETTING SHEET: WS-13 REVISION #1: 08,03 APPROVAL: 1 LAST REVISION: 04,08 BOB GIBERSON, CITY ENGINEER HYDRANT DETAIL NOT TO SCALE These plans have been reviewed by the Public 551orks Department for conformance with current City standards. Acceptance is subject to errors and omissions 011i1h du uu1 NULu01,1L 11j1,o.iooa /If adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: t By: 10" 9" 8-3/4" 5/8" 7 7-3/4" 8" 15" CAST IRON RING AND COVER 3000 psi CLASS C CONCRETE (TYP.) (LANDSCAPE AREAS ONLY) 12" 1'-0" 2'-0" FIBRE JOINT PACKING 45° 1/8)� 45 BEND - -I l- 4-3/4" -;-- PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS CAPPED CROSS 90° BEND THRUST BLOCKING SIZE PIPE SIZE DIA A (ft') C (ft") D (ft ") E (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 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 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. TEE W/PLUG 45° BEND 11-1/4° BEND TEE W/O PLUG BLIND FLANGE OR SMALLER SIZE PIPE D 22-1/2° BEND NOT TO SCALE City of Tukwila BLOCKING (HORIZONTAL) CONCRETE SHEET: WS-12A 1 OF 2 REVISION #1. APPROVAL: 08.03 1 B. SHELTON THRUST BLOCKING NOT TO SCALE \EvoMANE APPROVED of SPP,252019 City Tukwila BUILDING DIVISION architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com O//09/20/9 T A C O M A • S E A T T L E 2215 North 301h Smut, Suite 300, Tacoma, WA 98403 253.3832422 TEL 1200 Sixth Avenue, Suite 1620, Seat0e, WA 98101 206.267.2425 TEL J U) 0 Z U- 00 � E•�u)o �/ vJ o 0 J Q - 0 °o O a z O 0 Q W <C Z 0a REVISION DATE Design: Drawn: Checked: Project No. CTJ CTJ DT 2170645 Issuance BID SET Date: 01-16-2019 Drawing Title CIVIL UTILITY DETAILS Drawing Number C4.02 RECEIVED CITY OF TUKWILA APR 01 2019 PERMIT CENTER rolluda architects 9 VARIABLE DIAMETER (SEE NOTE 2) PEAK FLOW OUTLET PIPE (SEE NOTE 4) WATER QUALITY FLOW OUTLET PIPE (SEE NOTE 4) INLET PIPE (SEE NOTE 4) STORMGATE MANHOLE - PLAN VIEW GRADE RING (TYF') Ilbk STORMGATE ADJUSTABLE WEIR (SEE DETAIL 1/2) 24" 0 FRAME AND COVER (STD) STORMGATE MANHOLE - SECTION VIEW ©2006 CONTECH Stormwater Solutions _...STORMWATER contechstormwater.com STORMGATE MANHOLE HIGH FLOW BYPASS PLAN AND SECTION VIEWS STANDARD DETAIL DRAWING 1 1/2 DATE:04/04/06 ( SCALE: NONE I FILE NAME: SG-MH-DTL I DRAWN:MJW I CHECKED:ARG CONTECH STORMGATE 4 NOT TO SCALE NOTE: STORMGATE MANHOLE TO BE SPECIFIED BY CONTECH STORMWATER SOLUTIONS. ORIFICE SIZE AND WIER DESIGN SHALL BE DESIGNED TO ALLOW FOR ADEQUATE FLOW TO BE CAPTURED AND ROUTED TO WATER DETENTION FACILITY. 2" 0 AIR VENT IE = 273.52 72" CMP v RIM = PER PLAN AX. W.S. = 273.02 ROUND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS. FRAME AND LADDER OR STEPS OFFSET. SEE NOTE 6. 6" MIN. 0.5' - 1'-6" MIN. d IE = 268.E (36" CMP) IE = 267.52 0.5' 54" d z N z 2 N OUTLET PIPE TO DOWNSTREAM PRIMARY OVERFLOW ROUTE ELEV.= 273.02 6" ELBOW ELEV. = 271.82 ORIFICE 0 = .5625" 6" ELBOW ELEV. = 271.32 ORIFICE 0 = .625" SHEAR GATE \ d SECTION NOT TO SCALE NOTES: 1. PIPE SLOPES PER PLANS. IE - 268.02 ELEV. = 266.02 ORIFICE 0 = 0.3125" CONTROL STRUCTURE PER CITY OF SHORELINE STD PLAN 771 2. PIPE SUPPORTS AND RESTRICTOR SHALL BE OF SAME MATERIAL, AND BE ANCHORED AT 3' MAX. SPACING BY 5/8" DIA. STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED 2" IN WALL. (SUPPORT BRACKETS SHALL BE 3" x 0.090 GAGE) 3. THE RESTRICTOR SHALL BE FABRICATED FROM .060" ALUMINUM, OR .064" ALUMINIZED STEEL, OR .064" GALVANIZED STEEL PIPE; IN ACCORDANCE WITH AASHTO M 36, M 196, M 197 AND M 274. GALVANIZED STEEL SHALL HAVE TREATMENT I. 4. OUTLET SHALL BE CONNECTED TO CULVERT OR SEWER PIPE WITH A STANDARD COUPLING BAND FOR CORRUGATED METAL PIPE, OR GROUTED INTO THE BELL OF CONCRETE PIPE. CONTROL STRUCTURE NOT TO SCALE REMOVABLE WATERTIGHT COUPLING 6" 54" FLOW CONTROL STRUCTURE SEE ELBOW RESTRICTOR DETAIL BELOW 2' MIN. CLEARANCE TO ANY PORTION OF VERTICAL RISER, ELBOWS, OR SHEAR GATE PLAN 18" RISER WELDED PLATE WITH ORIFICE RESTRICTOR 5. THE VERTICAL RISER STEM OF THE RESTRICTOR / SEPARATOR SHALL BE 18" MIN. DIA. 6. FRAME AND LADDER OR STEPS OFFSET SO THAT: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 7. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4". 8. MULTI -ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR ALL ON ONE SIDE OF RISER TO ASSURE LADDER CLEARANCE. 9. ALL METAL PARTS SHALL BE CORROSION RESISTANT. These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawing for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: eJ� REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 0//09/20/9 T A C O M A • S E A T T L E 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 ttt 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL 0o__o tt1-� HI 0 vJ J Q _".1 O 0 Ooz OHO oa < W J Q it l- 2 REVISION DATE Design: CTJ Drawn: CTJ Checked: DT Project No. 2170645 Issuance BID SET Date: 01-16-2019 Drawing Title CIVIL UTILITY DETAILS Drawing Number C4.03 CITY EOF lliiII biLA APR 01 Z019 PERMIT CENTER Know what's below. CaII before you dig. MATCH LINE - C5.01 ® ell Cal ®®®®®r®® xX > >: / / / / // / / / // / /� 8' CLF ,J X fax_ 8' GLF'V 5 10— S Know what's below. Call before you dig. '5 144 Si. 46 AVE S. /! 1) STOP SIGN CROSSWALK SIGN S —S to • S— p_ • L i ! Q/ R5'-I. MI ULM MI 1430/..M0 101 VS ES —, lm.SIB!MMMMMMMMMMMM®®®®® NMI ®® MOM ®®®®®® BMW MMMMMMMMM 1 /. /. /. / 3 IIONISHFD FLOOR = 283.52 „„_‘x_,.4 /////// FINISHED FLOOR = 285.01 BUILDING B SHOWALTER MIDDLE SCHOOL —wr—— --vi — 44.3' O081. 3L" BUS STOP SIGN IRR Dgc IR \—U234'. ♦stogy x.o CONS -- — d 4.8 —� No PARKING / I� PARCEL NO.152304-9108 .) TUKWILA SCHOOL DISTRICT FINIS 'ID FLOOR = 283.5 i/ I/ / R3' ///////i//////// S OWALTER MIDDLE SCHOOL CONCRETE SIGN yy— ;0G 03' • S 87.4917 c 1318.91' (TO CAL 1/16) KEY NOTES / / ®®® OMATCH EXISTING GRADE, INSTALL CONCRETE SIDEWALK PER CITY OF TUKWILA STANDARD DETAIL RS-11. SEE DETAIL 3, SHEET C5.02. OINSTALL PERPENDICULAR CURB RAMP PER CITY OF TUKWILA STANDARD DETAIL RS-12. SEE DETAIL 4, SHEET C5.02. 8IRR eOFc it I II tNO PARKING Il FIRE LANE C LEGEND _„./ 1 Pn'w a1i !RR IRR/ RR. / SHED FLOOR - 28G.10 // / / SCHOOL 1 6•a >41 • - 4 NO 406 NDD4 __„„ STANDARD DUTY ASPHALT PAVEMENT HEAVY DUTY ASPHALT PAVEMENT CEMENT CONCRETE WALK GRAVEL PAVING NO CURB INTERGRAL CURB VERTICAL CURB CURB CHANGE CURB AND GUTTER These plans have FlRiLANieMARIf7NG'1e Fob Works Department for conformance with Cunsnt City standards. Acceptance is subject to errors and omissions vthich do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date lvill void this acceptance and will require a resubmutal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Forks utilities inspector. Date: By: NC IC VC CG nigF Arlik tiEv C) REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION N GRAPHIC SCALE 0 10 20 40 1" = 20 FEET rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 01/09/2019 TACOMA • SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL 0 1- N W _,Woo � h co W OW N � m � pcO M 8 = a) cp r 2 vQ corn 'a' m N z -• A oi > N N 7 st I— o 1— ' — I— u_ REVISION DATE Design: CTJ Drawn: CTJ Checked: DT Project No. 2170645 Issuance BID SET Date: 01-16-2019 Drawing Title PAVING AND MARKING PLAN Drawing Number C5.00 nECE1VED CITY OF TUKWILA APR 01 2019 PERMIT CENTER 20' S 87'49'17" E 500.03' F I0 l IL OLE le CC NARKING. . 1- 7AM--5PLII X OM El El El 611 MMMMM I X 130' 6' cL- abiWite •io• roioi utifrook x 0446 x � �%�C • • = • ,�► = ,ice• moo_ moo_ �o �o moo_ mo0 CD o_ �o X X N R36' X X FIR 'LANE 8' OLE ---D---- — _ « _— ___t/ /////L/////////i .4 FINISHED FLOOR = 2800 NO PARKING P — G — BUILDING C PARKING / ED FLOOR = 280.46 Q R 0 —w-----w----- w ��Ct7o v�i v�v.vo J�i�oioioioico� o ��: 4 '0�I, ,, 40 .41,41 ►4040,40i 1 ,mot- // / i/ /7i BUILDING D SHOWALTER MIDDLE SCHOOL WISHED FLOOR = 260.43 / 6"tJ !RR_ DEC v✓ ——__ 5 isD.IM® BUILDING A /CA IMAM AM AN A AM Ann AM IM AM UM AM AM IMAM ® CO A AM A AM M AM MAAS / 4' OLF--/ / FINISHED FLOOR = 280.45 / / FIN;S.H.ED FLOOR =" ?So.37 ✓ SHOV'AL TER MIDDLE SCHOOL 003 = 283.80 BUILDING A / MATCH LINE - C5.00 / / / / / / / / / / / / / / / / B2K-1 C7 CD CD i 0.4.0 .ii..ioi'WO 4"41.**.43.41.41.144, In' ioi1c NON' Stkt/ 411 i+i. —Ore %lot !i •0.04I11. \l s'\ i I \ KEY NOTES 0 / o— These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of 1 \O adopted standards or ordinances. The responsibility \ for the adequacy of the design rests totally with the \ designer. Additions, deletions or revisions to these \ drawings after this date will void this acceptance \ and will require a resubauttal of revised drawings \or subsequent approval. 0 4' OLE Fifal acceptance is subject to field inspection by the'Public Works utilities inspector. Date:\ By: / / U r-sDEC L-y'4" O MATCH EXISTING GRADE. 0 TEMPORARY PORTABLE CLASSROOMS DURING CONSTRUCTION. REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION N GRAPHIC SCALE 0 10 20 40 rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 01/09/2019 T A C O M A • S E A T T L E 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEI. 1— W70 _< CO Eli GO REVISION DATE Design: CTJ Drawn: CTJ Checked: DT Project No. 2170645 Issuance BID SET Date: 01-16-2019 Drawing Title PAVING AND MARKING PLAN Drawing Number C5.01 CITY OF i UK yILA APR 01 2019 Know what's below. Call before you dig. 411. 1"=20FEET PERMIT CENTER rolluda architects 2018 ROLLUDA ARCHITECTS STANDARD DUTY 3" PER PLAN NOTES: 1. MATERIAL DEPTHS ARE COMPACTED THICKNESS. HMA CLASS 1/2" WSDOT 5-04.2 CRUSHED SURFACING TOP COURSE WSDOT 9-03.9(3) CRUSHED SURFACING BASE COURSE WSDOT 9-03.9(3) SUBGRADE: COMPACT TO MIN. 95% OF THE MAX. DRY DENSITY PER ASTM D1557 AND GEOTECHNICAL ENGINEER ASPHALT CONCRETE PAVEMENT SECTION NOT TO SCALE PER PLAN TVo VovovovOVOo00oo000000000000000000o0oOo � 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0, 0 0 0 tGo�Qo�oo�Go�oo�Do�GOQOQOD000DOGOQODODOGOQo 0 0�0 < GRAVEL PAVING SECTION NOT TO SCALE Know what's below. CaII before you dig. COMPACTED CRUSHED SURFACING BASE COURSE PER WSDOT 9-03.9(3) COMPACTED SUBGRADE 95% ASTM D1557 A 3' WIDE EDGER FINISH 3/8' FULL DEPTH EXPANSION JOINT CURB & GUTTER (SEE RS-08A). NOTES: 2% MAX SECTION A -A SIDEWALK WIDTHS MINOR PRINICIPAL TUKWILA ARTERIAL* ARTERIAL* URBAN CENTER (SEE NOTE 1) 5' 6' 6' 5/8. MINUS CRUSHED ROCK THICKENED EDGE ON RADIUS 2 IN. 4'LANDING SCORE JOINTS EVERY 5' 5' EXPANSION JOINT PLAN VIEW I. WIDE X 3/8' DEEP SCORE JOINTS 8' X 3.5' EXPANSION JOINT ELEVATION 1. SIDEWALKS SHALL BE A MINIMUM OF 8 FEET WIDE AT BUS STOPS AND PULLOUTS, OR WHERE THE SPEED LIMIT IS OVER 35 MPH, OR WHERE A TRAIL AND SIDEWALK ARE COMBINED. 2. PLACE CEMENT CONCRETE OVER 2" OF 5/8" MINUS CRUSHED ROCK OR AS SPECIFIED IN THE CURRENT APWA/WSDOT STANDARD SPECIFICATIONS. 3. REMOVE EXISTING CONCRETE CURB, GUTTER OR SIDEWALK TO THE NEAREST JOINT; SCORE JOINTS MUST BE SAW CUT AND REPLACED WITH NEW. * SEE TMC 9.48.040 NOT TO SCALE City of Tukwila SIDEWALK SHEET: RS-11 REVISION S'1: 08.03 LAST REVISION: 04.08 APPROVAL: BOB GIBERSON, CITY ENGINEER CEMENT CONCRETE WALK SECTION NOT TO SCALE EXISTING PAVEMENT DETECTABLE WARNING PATTERN (SEE DETAIL) 2' MAX TO 1/4' MIN. LIP 6' THICK GUTTER SECTION A -A A 4' THICK CEMENT CONCRETE SIDEWALK 18' THICKENED EDGE 4' MIN. LANDING REQUIRED A B C MIN 1-5/8" 5/8' 7(16' MAX 2.3/8' 1-12" 3/4- 7/8. 1-7/16' A B PLAN 3/16' .J f D ELEVATION DETECTABLE WARNING PATTERN NOTES: (SEE NOTE 5) 1. RAMP AND APPROACHES SHALL BE CLEAR OF OBSTACLES INCLUDING HYDRANTS, POLES AND INLETS. 2. RAMP CENTERLINE SHALL BE PERPENDICULAR TO OR RADIAL TO CURB RETURNS UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. MAXIMUM SLOPE SHALL BE 12:1. 3. FULL DEPTH EXPANSION JOINTS ARE REQUIRED ON EACH SIDE OF RAMP AND SHALL BE PLACED AT 15' SPACING IN GENERAL SIDEWALK PORTION. 4. CURB RAMPS SHALL BE PLACED TWO PER RADIUS ON ARTERIAL STREETS OR AS DIRECTED BY THE ENGINEER. 5. DETECTABLE WARNING PATTERNS (TRUNCATED DOMES) MUST BE PRECAST PAVERS MEETING ASTM C902 CLASS SX TYPE 1 OR C736 OR C1272 TYPE R. ACCEPTABLE MANUFACTURERS AND PRODUCTS ARE : a) ADA PAVERS AS MANUFACTURED BY WHITACRE-GREER, AS DESCRIBED ON THEIR WEBSITE: http:llinvmwgpaveccoMada_bmchure.pdf (BRICK RED) 6) ARMORTILE AS MANUFACTURED BY ARMOR -TILE TACTILE SYSTEMS, AS DESCRIBED ON THEIR WEBSITE: httpiM5ssv.armor-ti(e.comttuncateddomeskast-in-place.hlm#Cest%2Wn%20Ptace%20Cotors (BRICK RED) c) CASTMTACT WARNING PANELS AS MANUFACTURED BY MASON SUPPLY CO. OF PORTLAND, OR, AS DESCRIBED ON THEIR WEBSITE: httplM+ww.masco.net/cas#nIacV (BRICK RED) d) STEP -SAFE AS MANUFACTURED BY TRANSPO INDUSTRIES, INC. OF NEW ROCHELLE, NY, AS DESCRIBED ON THEIR WEBSITE: httpiMssw..transpo.com/StepSafe.htm (BRICK RED) ON A CASE BY CASE BASIS FOR RETROFITTING EXISTING RAMPS, THE FOLLOWING PRODUCTS MAY BE APPROVED, ONLY WHEN 'BRICK RED' COLOR BECOMES AVAILABLE: e) TOP MARK, AS MANUFACTURED BY FLINT TRADING, AS DESCRIBED ON THEIR WEBSITE: httpl/wwwilinttrading.com/topmatichtm f) VANGUARD DETECTABLE WARNING SYSTEMS AS MANUFACTURED BY VANGUARD ADA SYSTEMS OF AMERICA, SNOHOMISH, WA, AS DESCRIBED ON THEIR WEBSITE: httpilwww.vanguardonline.con✓ 6. PAVERS WILL LAY ON TOP OF A 4' UNREINFORCED CONCRETE BASE. SETTING BED AND JOINTS TO BE MORTARED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTION OR WITH A MAXIMUM 1/2' THICK BED OF LATEX MODIFIED CEMENT MORTAR. MORTAR JOINTS TO A WIDTH NOT GREATER THAN 5/32' AND NOT LESS THAN 1/16'. PAVERS SHALL NOT BE DIRECTLY TOUCHING EACH OTHER UNLESS THEY HAVE SPACING BARS. MORTARED JOINTS ARE TO BE FLUSH WITH TOP SURFACE AND STRUCK SO AS TO GIVE A SMOOTH SURFACE. PAVERS SHALL BE LAID SUCH THAT JOINTS ARE LEVEL WITH ADJOINING JOINTS 50 AS TO PROVIDE A SMOOTH TRANSITION FROM BRICK TO BRICK AND BRICK TO CONCRETE SURFACE. 7. SEE WSDOT STANDARD PLAN F-40.10-01 FOR DIMENSION OF DETECTABLE WARNING SURFACE. 8. SEE WSDOT STANDARD PLANS F-40.10-01, F-40.12-00, F-40.15-00, F-40.16-00, F-40.18-00, F-40.20-00, & F-42.10-00 FOR ACCEPTABLE ALTERNATE RAMP LAYOUTS. NOT TO SCALE City of Tukwila CURB RAMP SHEET: RS-12 REVISION NI: 08.03 I LAST REVISION: 04.08 APPROVAL: BOB GIBERSON, CITY ENGINEER OCURB RAMP DETAIL NOT TO SCALE "These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of - adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance znd will require a resubmittal of revised drawing for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. - Date: �J lay (i, REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 01/09/2019 T A C O M A • S E A T T L E 2215 North 30th Street, Suite 300, Tacoma, WA 913403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL 1) 00__ 2�_ �mo o � J _1 oozs 0 OHO 0 LL W Z W 0O REVISION DATE Design: Drawn: Checked: Project No. CTJ CTJ DT 2170645 Issuance BID SET Date: 01-16-2019 Drawing Title PAVING AND MARKING DETAILS Drawing Number C5.02 CITY OF TUKWILA APR 01 2019 PERM* CENTER rolluda architects BUILDING C - 1 . GYM ADDITION AND FIRE LANE SHEET L1.01 BUILDING A - REVISED MAIN ENTRY SHEET L1.01 BUILDING A - COMMONS ADDITION SHEET L1.01 BUILDING B - REPLACEMENT SHEET L1.02 Know what's below. Call before you dig. 1 i 'i 16 n IJ o Os os r 1. Q ---I _=x= BUILDING C MATERIALS KEY PLAN 1"=40'-0" / // / /;/ / Lrfl ///////„// / I l_V //////,/////////// / //// / BUILDING /2/ A I�y1` i r ® m ® ® ® e'er S. 144TH STREET // NNN ADMIN / BUILDING GRAPHIC SCALE 0 20 40 44< 80 FEET NOTES 1. NEW PLANTING BEDS TO RECEIVE 12" OF NEW 3-WAY TOPSOIL MIX FROM CARPINITO BROTHERS, OR APPROVED EQUAL, TILLED INTO TOP 4" OF SUBGRADE. TOPSOIL TO MEET BMP T5.13 "POST CONSTRUCTION SOIL QUALITY AND DEPTH" FROM THE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON. (10% ORGANIC MATTER FOR PLANTING BEDS, 5%-10% ORGANIC MATTER FOR LAWN AREAS) AND TOPPED WITH 3" OF BARK MULCH IN PLANTING BEDS. 2. REPAIR AND RE-ESTABLISH ALL LAWN AREAS DISTURBED BY CONSTRUCTION. 3. SCHEDULE AN INSPECTION BY THE CITY OF THE PLANTING AREAS PRIOR TO PLANTING TO ENSURE SOILS ARE PROPERLY PREPARED. TMC 18.52.070 (A)(4) 10. A 6' HIGH TEMPORARY CHAIN LINK FENCE MUST BE PLACED OUTSIDE THE DRIPLINE OF EXISTING TREES PRIOR TO THE COMMENCEMENT OF DEMOLITION AND EARTHWORK. PLANNING DEPARTMENT MUST INSPECT AND SIGN OFF THAT TREE PROTECTION IS ADEQUATE PRIOR TO INITIATING DEMOLITION AND EARTHWORK. 11. PLANTING SHALL CONFORM TO ALL TUKVVILA CODE REQUIREMENTS, INCLUDING PRESERVATION OF ADEQUATE INTERSECTION SIGHT DISTANCE LINES/ TRIANGULAR AREAS. 12. CONTRACTOR SHALL VERIFY ON -SITE CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION. 13. THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL CONTAINER OR FIELD GROWN TREES, SHRUBS AND GROUNDCOVERS, INCLUDING SEEDED AND SODDED TURF, HYDROMULCHES AND FLATTED GROUNDCOVERS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE AND PAY FOR: PLANTING OF ALL PLANT MATERIALS; THE SPECIFIED GUARANTEE OF ALL PLANT MATERIALS; THE STAKING AND GUYING OF TREES AND THE CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON THEIR ARRIVAL AT THE SITE. 14. SEE SHEET L1.01 AND L1.02 FOR PROPOSED PLANTING. 15. SEE SHEET L2.00 FOR PLANTING AND SOIL AMENDMENT DETAILS . 16. SEE SHEET L3.00 FOR PROPOSED IRRIGATION. LEGEND EXISTING TREE TO REMAIN- PROVIDE TREE PROTECTION IN CONSTRUCTION ZONE PROPERTY LINE — — — — TREE PROTECTION FENCE REVIEWED FOR CODE COMPLIANCE APPROVED City of Tukwila BUILDING DIVISION VIP architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 10. 6.2018 co a L LIU) wwl — t oe 0 . . 1..1 u: co 0 i ,oP D i 0 6\96 I 1 lal I ('11:j.: j 57 ..?1 .REVISION DATE Design: CS Drawn: MS Checked: CS Project No. 2170645 Issuance BUILDING PERMIT Date: 10/17/2018 Drawing Title MATERIALS KEY PLAN Drawing Number RECEIVED CITY OF TUKWILA PERMIT CENTER rolluda architects COPYRIGHT 0 2018 ROLLUDA ARCHITECTS, INC. EXISTING CHAIN LINK FENCE, TO REMAIN WALL- SEE CIVIL BUILDING C X X --- x .......... ......... '''''''''' • BUILDING C - GYM ADDITION AND FIRE LANE 1=20.-0" Know what's below. Call before you dig. BUILDING C - GYM ADDITION AND PROPOSED PARKING LOT LAWN BUILDING C - GYM ADDITION (3687 SF) LIL UNDERGROUND DETENTION TANK- SEE CIVIL IF — CONCRETE PAVING- SEE CIVIL CONTINUE PATTERN OF JOINTS FROM SURROUNDING EXISTING PAVING. STAIR AND LANDING, SEE ARCH 'COMMONS ADDITION BUILDING A - COMMONS ADDITION 1"=20'-0" PLANT SCHEDULE COMMONS / / 7 CB RIM = 283.19 IE 6" PVC NW = 280.19 IE 6" PVC SE = 281.01 BUILDING A SHRUBS CODE BOTANICAL NAME COMMON NAME CONT QTY O LP LONICERA PILEATA PRIVET HONEYSUCKLE 18-24" MIN 6 O ST SPIRAEA BETULIFOLIA 'TORBIRCHLEAF SPIREA* 18"-24" MIN GROUND COVERS CODE BOTANICAL NAME COMMON NAME CONT SPACING QTY AV ARCTOSTAPHYLOS UVA-URSI 'VANCOUVER JADE' VANCOUVER JADE KINNIKINNICK * 1 GAL 24" o.c. 25 PLANT SCHEDULE REVISED MAIN ENTRY SHRUBS CODE BOTANICAL NAME COMMON NAME CONT QTY • LP LONICERA PILEATA PRIVET HONEYSUCKLE 1 GAL 6 O ST SPIRAEA BETULIFOLIA 'TOR' BIRCHLEAF SPIREA" 18-24" MIN 5 "NATIVE NEW CONCRETE PAVING - SEE CIVIL EXISTING LIGHTPOLE TO REMAIN, PRESERVE AND PROTECT RAISED PLANTER BENCH ON SEATWALL, SEE ARCH STAIRS AND RAMP- SEE ARCH CONTROL JOINT, TYP. EXPANSION JOINT, TYP. EXISTING PAVING TO REMAIN BUILDING A - REVISED MAIN ENTRY 1".20'.0" LEGEND EXISTING TREE TO REMAIN- PROVIDE TREE PROTECTION IN CONSTRUCTION ZONE CONCRETE PEDESTRIAN PAVING SEE CIVIL 1102 00000 NO LIMIT OF WORK NOTES REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION 1. SEE SHEET L1.02 FOR PLANT SCHEDULE. 2. SEE SHEET L2.00 FOR LANDSCAPE DETAILS. 3. SEE SHEET L3.00 FOR IRRIGATION EXTENTS. GRAPHIC SCALE 0 10 20 FEET 40 FEET architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TA C O M A• SEATTLE • SPOKANE • TRLCITIES 1209618 Avenue, Suite 1620 Seattle, WA 98101 206267.2425 TEL 2962672829 FAX WNwahbleam vse 10.16.2018 REVISION DATE Design: CS Drawn: MS Checked: CS Project No. 2170645 Issuance BUILDING PERMIT Date: 10/17/2018 Drawing Title MATERIALS PLAN Drawing Number 1 RECEVED CITY OF TUKMLA NUV 02 2018 PERMIT CENTER rolluda architects COPYRIGHT ©2818 // L 1 114, PROPERTY LINE, TYP. MIMEO 0 0 0 BUILDING B - REPLACEMENT Know what's below. CaII before you dig. 11117 IOTA lir *AP S. 144TH STREET mi oott alts CONTROL JOINT, TYP. EXPANSION JOINT, TYP. TREE PROTECTION GRAPNC SCALE 0 10 20 LEGEND EXISTING TREE TO REMAIN- PROVIDE TREE PROTECTION IN CONSTRUCTION ZONE CONCRETE PEDESTRIAN PAVING- SEE CIVIL m m — LIMIT OF WORK ____ PROPERTY LINE — — — — TREE PROTECTION FENCE NOTES 1. SEE SHEET L2.00 FOR LANDSCAPE DETAILS 2. SEE SHEET L3.00 FOR IRRIGATION. 3. A 6' HIGH TEMPORARY CHAIN LINK FENCE MUST BE PLACED OUTSIDE THE DRIPLINE OF EXISTING TREES PRIOR TO THE COMMENCEMENT OF DEMO AND EARTHWORK. PLANNING DEPARTMENT MUST INSPECT AND SIGN OFF THAT TREE PROTECTION IS ADEQUATE PRIOR TO INITIATING DEMO AND EARTHWORK. PLANT SCHEDULE BLDG B TREES SHRUBS 0 0 0 0 CODE BOTANICAL NAME COMMON NAME CONT QTY CE CORNUS 'EDDIES WHITE WONDER' FLOWERING DOGWOOD 2" CAL. 6 CODE BOTANICAL NAME COMMON NAME CONT QTY CK CORNUS SERICEA'KELSEYI'' KELSEYI DOGWOOD 18"-24" MIN 48 LP LONICERA PILEATA PRIVET HONEYSUCKLE 18"-24" MIN 33 MC MAHONIAAQUIFOLIUM'COMPACTA'' COMPACT OREGON GRAPE 18"-24"MIN 57 ST SPIRAEA BETULIFOLIA'TOR' BIRCHLEAF SPIREA 18"-24" MIN 52 GROUND COVERS CODE BOTANICAL NAME /f l /Z/ 727/ COMMON NAME CONT SPACING QTY AV ARCTOSTAPHYLOS UVA-URSI 'VANCOUVER JADE' VANCOUVER JADE KINNIKINNICK 1 GAL 24" o.c. 338 FC FRAGARIA CHILOENSIS' LAWN (2350 SF) 'NATIVE BEACH STRAWBERRY 1 GAL 24" o.c. 271 CODE REQUIREMENTS FRONT PLANTING REQUIRED PROPOSED TREES ONE MEDIUM TREE PER 30' SITE FRONTAGE SITE FRONTAGE=150', 150'/30'=5 TREES 5 MEDIUM TREES SHRUBS ONE SHRUB PER 7' SITE FRONTAGE SITE FRONTAGE=150', 150/7=22 SHRUBS 196 SHRUBS GROUNDCOVERS 90% COVERAGE WITHIN 3 YEARS FULL COVERAGE REVIEWHD FOR CODE COMPLIANCE APPROVED APR252019 City of Tukwila BUILDING DIVISION architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TACOMA SEATTLE • SPOKANE-TRI-CITIES 120060 A enue, Suite 1620 Saat0e, WA98101 206.267.2425 TEL 206.267.2429 FAX wmv.and0n WES 10.16.2018 REVISION DATE Design: CS Drawn: MS Checked: CS Project No. 2170645 Issuance BUILDING PERMIT Date: 10/17/2018 Drawing Title MATERIALS AND PLANTING PLAN Drawing Number .STY OF T K .WIL MA/ 02 2018 PERMIT CENTER rolluda architects COPYRIGHT ®2018 AT TIME OF PLANTING, TRIM DAMAGED BRANCHES. ROOTBALL 3" MULCH. NO MULCH AGAINST TRUNK 3"-4" HIGH WATERING RING SCARIFY SIDES OF PLANTING PIT BACKFILL WITH EXISTING SOIL DO NOT DISTURB SUBGRADE BELOW ROOTBALL TO REDUCE SETTLING. 3X ROOTBALL 3" MULCH. NO MULCH AGAINST THE BASE OF THE PLANT II % BACKFILL WITH EXCAVATED SOIL I {\; REMOVE ALL BURLAP FROM ROOT BALL. SET TOP OF BALL FLUSH WITH FINISH GRADE. NOTE: 1. TREES NOT PLANTED IN CONFORMANCE WITH THIS DETAIL WILL BE REJECTED BY THE LANDSCAPE ARCHITECT. REPLACEMENT OF REJECTED TREES WILL BE DONE AT THE CONTRACTOR'S EXPENSE. 2. REMOVE ALL BURLAP OR TWINE FROM ROOTBALL. DECIDUOUS TREE PLANTING 3/8" = 1-0" 8.5" x 11" sign laminated in plastic spaced every 50' along the fence. Crown drip line or other limit of Tree Protection area. See tree preservation plan for fence alignment. KEEP OUT TREE PROTECTION AREA SECTION VIEW TREE PROTECTION 3/16" = 1'-0" NOTES: 1. ALL WORK BELOW THE DRIP LINE OF EXISTING TREES SHALL BE BY HAND. 2. PRIOR TO SURFACE PREPARATION, OUTLINE OF EACH BED SHALL BE STAKED BY CONTRACTOR IN ORDER FOR LANDSCAPE ARCHITECT TO REVIEW MULCHING AND PLANTING PLAN AT START OF WORK, TO MINIMIZE IMPACT TO EXISTING ROOT ZONE. 3" DEPTH MULCH OVER PLANTING BED AREA. APPLY 2" DEPTH COMPOST OVER PLANTING BED AREA AND WORK INTO TOP 2" OF EXISTING SOIL BY HAND. FINISH GRADE EXISTING SOIL. REMOVE EXISTING TURF AND PLANT COVER. TREES AND SHRUBS TO REMAIN. SOIL PREPARATION AT EXISTING TREES 1" = 1'-0" 2017-SH0-06 Know what's below. CaII before you dig. 201 7St-0-l01 Notes: 1- See specifications for additional tree. protection requirements. 2- If there is no existing irrigation, see specifications for watering requirements. 3- No pruning shall be performed except. by approved arborist. 4- No equipment shall operate inside the protective fencing including during fence installation and removal. 5- See site preparation plan for any modifications with the Tree Protection area. SHRUB PLANTING NTS Tree Protection Fence: 6' high chain link fence. 2" x 6' steel posts or approved equal. 5" thick layer of mulch. Maintain,existing grade with the tree protection fence unless otherwise indicated on the plans. P-2017-Sii0-73 TOOLED EXPANSION JOINT 12' O.C., MAX, 3/8" WIDE WITH PREMOLDED JOINT FILLER TOOLED CONTROL JOINT 1" DEEP, MIN. XY"-1/4" WIDE WITH 3/8" RADIUS. SEE PLAN FOR SPACING. CONCRETE WITH LIGHT BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAFFIC SLOPE PER PLAN NOTES: DEPTHS, BASE, AND REINFORCING PER CIVIL FINISH GRADE CONCRETE PAVING JOINTS AND FINISHES P-2017-SHO-05 SCARIFY SIDES OF PLANTING PIT LOOSEN / PULL OUT ROOTS FROM CONTAINER GROWN PLANTS P-2017-S +o-0, NOTES: 1. TREES PLANTED TOO DEEP WITHOUT EXPOSING ROOT FLARE WILL BE REJECTED AND SHALL BE REMOVED AND REPLANTED AT PROPER DEPTH. 2. REPLACEMENT OR REPLANTING OF REJECTED TREES WILL BE DONE AT THE CONTRACTOR'S EXPENSE. 3. REMOVE EXCESS SOIL THAT MAY HAVE ACCUMULATED ABOVE THE TRUNK FLARE PRIOR TO DIGGING AT NURSERY. EXPOSE AND LOCATE TRUNK FLARE PRIOR TO PLANTING. 4. PRUNE ANY GIRDLING OR ADVENTITIOUS ROOTS PRIOR TO BACKFILLING. ROOTBALL 1" = 1 0" TRUNK FLARE BOTTOM OF TRUNK FLARE. LOCATE BOTTOM OF TRUNK FLARE 1" MIN. ABOVE ADJACENT FINISH GRADE. MULCH LAYER, HOLD OFF FROM TREE TRUNK %\%; /j‹ f/ FINISH GRADE REMOVE WIRE BASKET OR BURLAP(NO EXCEPTIONS) AND ANY OTHER SYNTHETIC MATERIAL FROM ROOTBALL. SET BALL ON COMPACTED SOIL MOUND TO PREVENT SETTLING. P-2017S1-1O-71 END, GATE OR CORNER POST 6' CHAIN LINK FENCE 3/4" = 1'-0" NOTE: 1. ALL GROUNDCOVER TO BE PLANTED AT EQUAL TRIANGULAR SPACING PER O.C. SPACING ON LEGEND. SPACING X .86 FOR TRANGULAR PATTERN 3" OF MULCH. NO MULCH AGAINST THE BASE OF THE PLANT BACKFILL WITH EXCAVATED SOIL. WATER THOROUGHLY. BRACE POSTS 12" MIN FROM CURB GROUNDCOVER PLANTING PLAN 0 0 2X ROOTBALL GROUNDCOVER PLANTING 1/2" = 1,-0" r ._) SPACING AS SPECIFIED P-2017-SHO-66 3" DEPTH MULCH OVER PLANTING BED AREA APPLY 2" DEPTH COMPOST OVER PLANTING BED AND WORK INTO TOP 6" OF TOPSOIL IMPORTED TOPSOIL PER SPECIFICATION BOTTOM 6" LIFT OF TOPSOIL. PLACE ON PREPARED SUBGRADE AND TILL INTO SUBGRADE TO FORM TRANSITION LAYER EXISTING SUBGRADE, SCARIFIED TO 4" DEPTH AND ROUGH GRADED TO SAME PROFILE AS FINISH GRADE LESS DEPTH REQUIRED FOR TOPSOIL, COMPOST, AND MULCH. PLANTING BED SOIL PREPARATION 1" = 1'-0" P-2017-SHO-04 R1EVIDI`ED FOR CODE COMPLIANCE APPROVED RR 25 2019 City of Tukwila BUILDING DIVISION architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TA C O M A SEATTLE • SPOKANE • TRI-CITIES 1200 6th A enue, Suite 1620 Seattle, WA 98101 206,267.2425 TEL 206,2622429 106 waw.ah5,1111 WEB 10.16.2018 —I U) O 00 UZl— ♦11 ()VJ 0 a -J 0 °5 O oz O 0 oa W ZN < REVISION DATE Design: CS Drawn: MS Checked: CS Project No. 2170645 Issuance BUILDING PERMIT Date: 10/17/2018 Drawing Title LANDSCAPE DETAILS Drawing Number RECEIVE() CITY OF TUKVJILA NIP,' 02 2018 ERMIT CENTER rolluda architects RIGHT ©2018 ROLLUDA ARCHITEC BUILDING C - GYM ADDITION AND FIRE LANE SHEET L3.01 BUILDING A - REVISED MAIN ENTRY SHEET L3.01 BUILDING A - COMMONS ADDITION SHEET L3.01 BUILDING B - REPLACEMENT SHEET L3.01 GRAPHIC SCALE 0 20 40 80 FEET 1" = 40 FEET Know what's below. CaII before you dig. N r,/ X PROPERTY LINE, TYP IRRIGATION OVERVIEW PLAN VERIFY BEFORE BIDDING: 1. CONTRACTOR SHALL VERIFY ON —SITE CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION ✓ PROPERTY LINE TYP. 2. VERIFY IF EXISTING IRRIGATION CAN BE USED TO WATER NEW PLANTING AREAS. 3. IF THE EXISTING IRRIGATION WORKS THEN PROCEED WITH BASE BID: NO NEW MAINLINE TO BE INSTALLED AND APPROX 4 VALVES AND ADJUST/REPAIR EXISTING ZONES FOR COVERAGE. CONNECT NEW VALVES TO THE EXISTING CONTROLLER BY REUSE OF EXISTING WIRES OR RUNNING NEW WIRE IN AN EFFICIENT WAY. O S. 144TH STREET Mgt NEW IRRIGATION \. II C}1 4. IF THE EXISTING WORK NEEDS TO BE ABANDONED THEN PROCEED WITH ALTERNATE BID: INSTALL NEW MAIN LINE TO THE NEW PLANTING AREAS AND INSTALL APPROX. 7 NEW VALVES, NEW WIRING AND A NEW CONTROLLER. 5. REPAIR AND REINSTALL AUTOMATIC UNDERGROUND IRRIGATION SYSTEM AS SPECIFIED IN ALL NEW AND RENOVATED LANDSCAPE AREAS. NEW PLANTING AREAS TO RECEIVE FULL COVERAGE BY AUTOMATIC IRRIGATION SYSTEM. GENERAL IRRIGATION NOTES 1. IRRIGATION LINES AND VALVES MAY BE SHOWN IN HARD SURFACE AREAS OR OUTSIDE LANDSCAPE AREAS FOR GRAPHIC CLARITY. LOCATE ALL IRRIGATION LINES IN LANDSCAPE AREAS OR IN SLEEVES UNDER PAVEMENT. 2. IRRIGATION CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND SLEEVES UNDER HARD SURFACES WITH RESPECTIVE CONTRACTORS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, TESTS, AND INSPECTIONS REQUIRED FOR THE IRRIGATION SYSTEM. 4. CALL FOR LOCATES PRIOR TO DIGGING AT 811. CONTRACTOR IS RESPONSIBLE TO VERIFY UTILITY LOCATIONS. IF UTILITIES ARE DAMAGED IN THE COURSE OF WORK, CONTRACTOR SHALL INFORM THE OWNER AND MAKE ANY REPAIRS REQUIRED, AT NO COST TO THE OWNER. 5. ALL SLEEVING SHALL BE MARKED, SEALED AND STAKED. ALL SLEEVES SHALL BE TWICE THE SIZE OF OF THE LINE OR COMBINED LINES. MINIMUM SLEEVE SIZE SHALL BE 4-INCHES IF LOCATED UNDER ROADWAY OR DRIVE AISLE. 6. COORDINATE SLEEVING LOCATIONS WITH ELECTRICAL CONDUIT. 7. INSTALL CONCRETE THRUST BLOCKS ON MAINLINE 2-1/2" AND LARGER, FOR ALL CHANGES IN PIPE DIRECTION OVER 15—DEGREES. 8. SPLICE CONTROL WIRES WITHIN VALVE BOXES ONLY, USING 3M—DBY, OR APPROVED SPLICE KITS, AND PROVIDE A 24" EXPANSION LOOP FOR ALL CONTROL WIRES WITHIN EACH VALVE BOX. 9. VALVE BOXES SHALL BE COMMERICAL —GRADE POLYETHYLENE OR HDPE AND SUITABLE FOR LIGHT DUTY APPLICATIONS. 10. INSTALLER TO ADJUST ALL ZONE CONTROL VALVES TO THE CORRECT OPERATING PRESSURE. SEE VALVE SCHEDULE FOR OPERATING PSI. 11. CONTRACTOR SHALL HAND TRENCH IRRIGATION DITCHES WHEN WITHIN 20 FEET, OR WITHIN A DELINEATED ROOT PROTECTION ZONE, OF EXISTING TREES TO REMAIN. AVOID CUTTING ANY ROOTS OVER 3" - 4" IN DIAMETER WITHIN THE ROOT PROTECTION ZONE. 12. INSTALLER SHALL BE RESPONSIBLE FOR KEEPING EXACT ACCURATE NOTES AND "AS—BUILTS" FOR THE CREATION OF THE "RECORD DRAWINGS" OF THE INSTALLED SYSTEM. 13. CONTRACTOR SHALL PROVIDE IRRIGATION MAINTENANCE THROUGH THE PLANT ESTABLISHMENT PERIOD INCLUDING WINTERIZATION(S) AND SPRING START-UP(S). IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEUDESCRIPTION REMOTE CONTROL VALVE BRASS REMOTE CONTROL VALVE, 1" — 3", SIZE AS INDICATED. TO MATCH EXISTING IRRIGATION LATERAL LINE: PVC SCHEDULE 40 — IRRIGATION MAINLINE: PVC SCHEDULE 40 \\ /\\ PIPE SLEEVE: PVC SCHEDULE 40 EXISTING IRRIGATION TO BE REMOVED EXISTING IRRIGATION TO BE RESTORED NEW IRRIGATION REV1EV'� =D FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com T A C O M A• SEATTLE • SPOKANE •TRI-CITIES 12006th Avenue, Suite 1620 Seafue, WA96101 206267.2425165 206.267.2429 TAX wawah5199, 9119 10.16.2018 REVISION DATE Design: CS Drawn: MS Checked: CS Project No. 2170645 Issuance BUILDING PERMIT Date: 10/17/2018 Drawing Title IRRIGATION SITE PLAN Drawing Number 3. RECEIVED -Y OF TUK`N LIV 02 2018 ILA . ,RMIT CENT ER r©Iluda architects 1 GRAPHIC SCALE 0 10 20 40 FEET 1" = 20 FEET X —1 BUILDING A AND C 1"=20,_0" LIMIT OF WORK AREA 0 LIMIT OF WORK AREA o BUILDING B - REPLACEMENT 1"=20'-O" soma mommissi Imam .mmiom mom; 'maw, limmova'mmumm \\\ \ \\ \ V \\\\\\\\\\ BUILDING B NEW VALVES S. 144TH STREET s *maw* onimone LEGEND i( EXISTING IRRIGATION TO BE REMOVED EXISTING IRRIGATION TO BE RESTORED NEW IRRIGATION -I( e Div 1 // --- /. i NEW IRRIGATION BUILDING A NEW IRRIGATION EXISTING POINT OF CONNECTION TO REMAIN BUILDING A - COMMONS ADDITION 1 "=20,_0" BUILDING A - REVISED ENTRY 1 "=20•_0" EXISTING IRRIGATION VALVE EXISTING IRRIGATION VALVES SLEEVE UNDER PAVING iI 5- CB RIM = 283.19 IE 6" PVC NW = 280.10 IE 6" PVC SE= 281.01 REVIE`et L FOR ODE CO;i'LIANCE APPROVED APR 2 5 2019 City of Tukwila UILDING DIVISION , EXISTING IRRIGATIQ, VAtt/Er �RP IRr RECEIVED CITY or 1 UKWILA Null 02 2018 RMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TACOMA SEATTLE• SPOKANE• TRI•CITIES 12006IhA 4440, Suite 1620 Seattle, WAOS101 206.20U425 ifl 206.260.2420 426 426400 imn 164 REVISION DATE Design: CS Drawn: MS Checked: CS Project No. 2170645 Issuance BUILDING PERMIT Date: 10/17/2018 Drawing Title IRRIGATION PLAN Drawing Number 3. MTz Know what's below. CaII before you dig. rolluda architects 24" TYPICAL 6" 4-12"f IRRIGATION io EDGE OF LAWN OR BED EDGE OF PAVING NOTES: 1. CENTER BOX OVER VALVE TO FACILITATE REMOVAL & SERVICING. 2. SET BOXES PARALLEL TO EACH OTHER & PERPENDICULAR TO BED EDGE. 3. AVOID OVER -COMPACTION TO PREVENT DEFORMATION & COLLAPSE OF BOX. 12" TYPICAL VALVE BOX INSTALLATION 3/4" = 1'-0" PLANTING CONDITION FINISHED GRADE P-2017-SH0-15 PAVING SECTION PER CIVIL PLANS TRENCHING & SLEEVING NTS 12" COMPACTED BACKFILL AT 85% DENSITY (SOIL BACKFILL) AT 95% DENSITY (STRUCTURAL) LATERAL LINE(S) SLEEVE(S), 2-TIMES LINE SIZE MIN. MAIN LINE(S) VALVE WIRING PIPE BED MATERIAL TO BE CLEAN AND FREE OF ROCK LARGER THAN 1/2-INCH 10" DIAMETER VALVE BOX. HEAD BRAND "QVC" ON LID WITH 2" HIGH CHARACTERS. FINISHED GRADE. II=111=111_ r�—nil. _ I 11 11I=1I III=1 ( III_= III III .III A 11111 -11 1III1 111-1 r TWO STAINLESS Ar �STEELL CLAMCLAMPS. 6" DEEP LAYER OF 3/4" o CRUSHED ROCK. l =111=111=11 ' 1/2" X 36" GALV STEEL PIPE. THREE PVC SCH 80 ELLS. Know what's below. Cali before you dig. QUICK COUPLING VALVE AS SPECIFIED. GALV. NIPPLE, LENGTH AS REQ. 10" ROUND VALVE BOX 10" DIA. PIPE GATE VALVE UNION (BOTH SIDES) CONC. SUPPORT BLOCKS 2-PIECE LOCKING METAL LID. LID TO FOLD FLAT CONC. UTILITY VAULT 2'Wx7'Lx2'D MIN. FINISH GRADE DOUBLE-CHECK VALVE ASSEMBLY, TEST COCKS TO FACE UP FOR TESTING STRAINER O c ODO O OOO c 000 e O�0 QUICK COUPLER IN 10" ROUND VALVE BOX TRIPLE SWING JOINT PRESSURE REDUCING VALVE 2",4",10" NIPPLES AS NECESSARY UNION (TYP.) PEA GRAVEL, 6" DEPTH MIN. J 4" DIA. PERFORATED PIPE, RUN TO DAYLIGHT POINT OF CONNECTION DETAIL = 1,-0„ PAVING CONDITION 4" MIN. / 3" PVC SCHEDULE 80 NIPPLE. 12" PVC SCHEDULE 80 NIPPLE. QUICK COUPLER IN VALVE BOX 1 1/2" = 1'-0" 4' 4" MIN. a VALVE BOX W/ EXTENSIONS, SET 2" ABOVE GRADE IN SHRUBS, FLUSH IN TURF. WATERPROOF WIRE CONNECTORS ON 36" LOOPED WIRES. CC 6 z w z, x= �m Z 12" BELOW GRADE SCH 80 UNION LATERAL, 24" MIN. TO FIRST FITTING / x z z FINISHED SURFACE 2 i z 6X2X16 CONC. BLOCK, ONE PER CORNER (4 TOTAL) FILTER FABRIC, WRAP UP ALL SIDES ABOVE OPENINGS WASHED DRAIN ROCK SUMP, 2 CUBIC FEET MIN. NOTES: • DIMENSIONS ARE MINIMUM CLEARANCES. • ALL SLEEVING TRENCH BACKFILL MATERIAL SHALL BE CLASS "B" OR BETTER (MAX. OF 10% PASSING NO.40 SCREEN) AND BE COMPACTED TO MIN. 95% OPTIMUM DENSITY (MODIFIED PROCTOR). • DO NOT TAPE OR BUNDLE WIRES IN SLEEVES. P-2017-511O .O1 REMOTE CONTROL VALVE TRUE UNION PVC BALL VALVE WITH SCH. 80 VALVE BOX LID, HEAD NIPPLES BRAND "J BOX" ON LID WITH 2" HIGH LETTERS REMOTE CONTROL VALVES NTS 45 DEG. ELBOW c `P o- e„0oopooQo000o00ooOo On-O ,00 POURED IN -PLACE CONCRETE, 120 LBS. MINIMUM, TYPICAL TEE PLAN VIEW FINISHED GRADE CAPPED LINE SECTION VIEW THRUST BLOCKING MAINLINE SCH. 40 RISER _ _ 17-SH O-78 /0X15 STANDARD BOX N III— 1 III III- _III III 11 II 111 IIIIIIIIIC ul uli LOOP, BUNDLE, AND LABEL SPARE WIRES THAT ARE TO CONTINUE, AS OCCURS—/ 90 DEG. ELBOW P-2017-SIIO-10 SET BOX 2" ABOVE GRADE AT SHRUBS. SET BOX FLUSH TO rGRADE AT LAWN. IJ . 1 1/2" WIRE CLOTH GOPHER / V PROTECTION SCREEN, WRAP 6" UP SIDES TWO 6X2X16 CONCRETE BLOCK CPAS, ONE ON EACH SIDE OF BOX SPARE WIRES THAT ARE TO TERMINATE AT THIS BOX: COIL 30" LENGTH AND I.D. TAG. WIRES TO CONTROLLER \ MAINLINE AS OCCURS. PEA GRAVEL - 4" DEPTH WIRE BUNDLE JUNCTION BOX 3/4" = 1'-0" P-2017-SHO-13 MAINLINE DEPTH PVC MAINLINE, INSTALL REDUCER IF NECESSARY WRAP PIPE IN DUCT TAPE AT VAULT OPENINGS FINISH GRADE OUTFALL '\ PIPE TO DRAINAGE STRUCTURE OR WATER COURSE ,P-201 7-SHO-03 10" DIA. VALVE BOX W/ LOCKING LID, EXTENSIONS (AS REQ'D) MANUAL DRAIN VALVE PER PLAN W/ LONG KEY FOR OPERATION SCH 40 PVC MAIN LINE SCH 80 PVC ELL OR TEE W/ REDUCER SCH 80 3/4" PVC ELLS W/ PVC NIPPLES IN BETWEEN 3/4" SCH 80 PVC STREET ELL W/ 6" LENGTH OF PVC PIPE W/ HOLES DRILLED FOR DRAIN LINE SUPPORT VALVE BOX 1/2 CU YD OF PEA GRAVEL WITH (4) BRICKS-TYP. NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS. MANUAL DRAIN VALVE = 1 -0" ASPHALT, CONCRETE, MASONRY 0 CRUSHED ROC. SURFACE P-2017-SHO-18 PLASTIC SPRAY NOZZLE (SEE IRRIGATION PLAN) FLUSH w/ FINISHED GRADE 6"MAX o ,,, (TOP OF MULCH) IN BED AREAS FINISH GRADE i�i2' // POP UP SPRAY HEAD OR a.//��/�' FLOOD BUBBLER 1.11 - z� CC W t- NOTE: USE TEFLON TAPE ON ALL THREADED HIIINGS PREFABRICATED TRIPLE SWING JOINT ASSEMBLY, 1/2" DIA. X 12" DETECT -A -TAPE IN TRENCH H 40 PVC LATERAL POP-UP SPRAY HEAD PVC SCH 40 TEE OR ELL SLIP x FIPT x SLIP P-2017-SHO-11 Pr- .: ED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NW 02 2018 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com T A C O M A• SEATTLE • SPOKANE • TRI-CITIES 12006ih Avo,u,. Suite 1620 Seattle, WA 96101 2063602425 150 2W.261.2425 602 waw.and.4,n 466 10.16.2018 REVISION DATE Design: CS Drawn: MS Checked: CS Project No. 2170645 Issuance BUILDING PERMIT Date: 10/17/2018 Drawing Title IRRIGATION DETAILS Drawing Number 3 rolluda architects (E)CROSSWALK TYP. NEW SIDEWALK PER CIVIL & LANDSCAPE REMOVED TREE TYP. — DEMOLISHED BUILDING & PAVING (E)SIDEWALK (E)BUS STOP REPAIR APROX. 25 LF (E) SIDEWALK & CURB DAMAGED BY TREES X—X --- x X (E) GATE ❑ 92' - 0" (E)FLAGPOLE x x x (E)STADIUM TRACK x—x—x—x—X x—x x—x=x=x=x=x x—x-x (E) MAINT. N.I.C. n 1 (E)BIKE/1— RACK/ (E)ADMIN N.I.C. E)LTG�/ CB COVERED WALK n 11 - =X-X-X-X-X-X=X=X X X X X X X X X X X X /X X X X X 608.88° N 01 ° 31' 19" E (E)FH ' (E)ASPH. (E) STAND-BYGENERATOR (E). GRASS AREA IV 1 (E) PIVz (E)STADIUM SEATING & RAMP XX.—X (E)ASPH. (E)BENCH (E)BIKE RACK NEW FLOOR (E)CONC. COMMONS ADD. 2,008 SF (E)BLDG A 2-STORY 36,026 SF FOOTPRINT /(E)PLANTER / O /(E)CW NO PARNING REPAINT STRIPES AND / "NO PARKING" (E)LTG ASPHALT PAVING, 64' -11 3/4" 144' - 11 1/2 20' - 0" 9-1-1'3/4" SEE CIVIL GYM ADD. 2,191 SF (E)BLDG C 1-STORY 9,048 SF (E)BLDG D 1-STORY 7,044 SF SECURE ENTRY ADD. 175 SF (E)PLANTERI P. (E)CW / I i I 8 PAINT CURB YELLOW- (E)LTG �i■ 19 —X—X—X X—X X (E) 8'H HEDGE TO REMAIN TYP. (E) GRAVEL FIRE LANE 0 CB 142'-9'-(E) CB "(E) GRAVEL FIRE LANE/ GRAVEL FIRE LANE HAMMERHEAD — / I „ (E) CHAIN GATE / / Y Q (E)GRASS o w N07°31'19"E 33.15° (E) BASEBALL BACKSTOP (E) BASEBALL FIELD -WALKWAY R'EVIEV/ D FOR CODE COMPLIANCE APPROVED APR 252Oi9 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NuV 02 2018 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com STATE OF WASHINGTON �0z U00 EE 5 1- (,) 0 Cn W o • J Q J a O O a z O S0 0 CC W Q < Jz < • W a O �(/)2 REVISION DATE Design: SN Drawn: AS Checked: AC Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title SITE PLAN Drawing Number AI.O1 CONC. RAMP, MTL HANDRAILS EXPANSION JOINT, TYP SEE CIVIL & LANDSCAPING (E) LIGHT BOLLARD TO REMAIN, TYP CONC. STAIR, MTL HANDRAILS NO PARKING ZONE, REPAINT STRIPE AND ADD LETTERING TO READ: 'NO PARKING" CONC WALL CONCRETE STAI MTL HANDRAILS PARTIAL SITE PLAN - BLDG A ENTRY PARTIAL DEMOLITION SITE PLAN - BLDG A ENTRY CONTROL JOINT, TYP. SEE CIVIL AND LANDSCAPING NuV 02 2018 RkvEvr,rED FoR DE COMPLIANCE APPROVED rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 0 z 5 tr.% CO 0 _J a `'`) 0 z OQ F— o „If/ < < Z < 10 REVISION " ;l ° o0 bjWi 36-1 E-( 04c ° 0 ,9N ec2T-" .7` 6°2 ) 1< 0 cn 5 • 5 :81 CD w . (TID DUI *1'1-0 I- u. Design: SN Drawn: MM/CM Checked: AC Project No. 331-17-01 Issuance PERMIT SET Date: Drawing Title 10-17-2018 DATE PARTIAL SITE PLAN — BLDG A ENTRY Drawing Number C:4UserMandreaMDaumentstShowalterMScurnantANDREAS.M 10/29/2018 10617 PM COPYRIGHT@ 2018 ROLLUDA ARCHITECTS, INC. rolluda architects EAST ELEVATION - BLDG A ENTRY SCALE: 1/4". 1-0" rrrti NORTH ELEVATION - BLDG A ENTRY SCALE: I/4" = __,----- ALUMINUM STOREFRONT LOUVERS, TYP. (E) CANOPY PIN MTD LETTER SIGNAGE ALUM STORE FRONT (E) LIGHT BOLLARD (DASHED FOR CLARITY) SOUTH ELEVATION - BLDG A ENTRY SCALE: 1/4".1.-0" (E) CANOPY SUPPORT PIN MTD LETTER SIGNAGE (E) ROOF CANOPY CONC. WALL, TYP METAL RAILING, TYP (E) LIGHT BOLLARD TO REMAIN, TYP. REVUis:\AED FOR CODE COMPLIANCE APPROVED APR 25 2019 • City of Tukwila BUILDING DIVISION RECEPIED CITY OF TUKWILA NUV 02 20;8 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com u) 0 z 01-- LD E 5 ni= a) — (1) 0 ..._i a 0 0 Z 0 0 F-- 0 < < Z =I < Ct uJ 0 D 0 F-(I) 1— c.) E 1- 1— u) I— LL 5 w Er) LLI 00 LL c0 0 CL a' —I IX a) (D • 1_ 07, 0 F- c:70 ri",.-3 5 wo C/) co 0 CD or) 0) a? 0 '1r .fi 71 g -6') 6 ee I 50(-1-1.. .. CD w .4- J X (Cip D D co D LLI < cl- I— 0 i— 1-- i— 11 REVISION DATE Design: SN Drawn: MM/CM Checked: AC Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title EXT ELEV. BLDG A VESTIBULE, RAMP, STAIRS Drawing Number 1 . 1 rchitects.com.r. CAUsers4narlOocuments ShowalterMS_current_ GHT @MI6 ROLLUDA ARCHITECTS, INC. ED rolluda architects UP 1:12 MAX BLDG A - ENLARGE PLAN - STAIR 01_DOC SCALE: 112.1,0' BLDG A - ENTRY - RAMP SECTION_DOC SCALE: 10 .1.-0" 30' - 0 1/4" CONC. RETAINING WALL HANDRAIL CONC. RETAINING WALL HANDRAIL CONC. RETAINING WALL HANDRAIL AC.7 4' - 2 /4" 5 1/2" 3' - 3 3/4" Lil , • - II 1 1 II 1 1 1 1 11_11_11 1 1 _ I I II 711 1171171 I 1 _1 II II II 1 1 II 1 „ II „ 11711711„11 I I I 1111 BLDG A - ENTRY - STAIR 01 SECTION_DOC I I t SCALE: 112", 1.0" VESTIBULE A100A T.O. CONC SLAB - BLDG A ENTRY 283.6 REVEWED FOR CODE COMPLIANCE APPROVED APR 252019 City of Tukwila BUILDING DIVISION T.O. CONC SLAB - BLDG A ENTRY 28311 RECEIVED CITY OF TUKWILA NuV 02 2018 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 0 z H 0 0 0 I— I_ 0 in— . — cn 1±1 < 0 °6 O 0 z O HO = O (2 < (i) N — < Z =I < k-1-1 • 0 — 0 I— CO 2 REVISION DATE Design: SN Drawn: MM Checked: AC Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title ENLARGED PLANS BLDG A RAMP & STAIR Drawing Number 1 . 1 CAUsers ma6c1Documents1ShowallerMS currentmark@roliutlearchtects.com.r. 10/26/2018 12:41:37 PM 0077R1G81T82818 ROLLUDA ARCHITECTS, INC. C <.O HANDRAIL UP ih I 3'-8" L BLDG A - ENLARGE PLAN - STAIR 03_DOC HANDRAIL SCALE 112" =1-0" / / T.O. (E) FIN. FLR. - BLDG A COMMONS ir 283.51' 111 1 1111 111-111 III 1 11�1II1 1 1 111111I 1� I1 1111 II 1 -111 11 11 I I ill III —I I I_......__I I I=1 1 BLDG A - COMMONS - STAIR 03 SECTION_DOC SCALE: 112" = 1'-0" HR-2 HANDRAIL WI CURB SCALE: 1/2"=1'-0" 1' - 0" Zo VESTIBULE A100A 3'-31/2" 4100A.) VI 3- 6' 6'-4" HANDRAIL CONC. RETAINING WALL 7 B T@ 1?„ „ U�R R @ 61/4p , HANDRAIL CONC. RETAINING WALL BLDG A - ENLARGE PLAN - STAIR 02_DOC SCALE: 1/2'"1'-0" A —1 III -11 1 1 ( T.O. CONC SLAB - BLDG A ENTRY 28-11 3.68' BLDG A - ENTRY - STAIR 02 SECTION_DOC SCALE: 1/2" = 1'-0" HR-4 HANDRAIL WI CURB SCALE: 1/2" = 1'-0" -1171 1'-0 REVIELV-D FCR CODE COMPLIANCE APPROVED APP, 2 5 2019 City of Tukwila BUILDING DIVISION Iry OF TUti vILA NUV 02 2818 ERPAIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 Alex Roll TATE OF WASHINGTON REVISION DATE Design: SN Drawn: MM Checked: AC Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title ENLARGED PLANS BLDG A RAMP & STAIRS Drawing Number 1.1 rc '` x 8' - 0" t " r: r architecture 105 p. 206.624.4222 mail@rolludaarchitects.com Il a architects planning interior S. Main St. Seattle, f. 206.624.4226 design WA 98104 6250 REGIS RED ARCH E ex E. u ST EOF ASHINGTON ACT r $ m OFFICE 1� MODULAR OFFICE FOIO E100 SLOPE o 7 A1.16 5 4 Al. 16 011 GUTTER DN O OFFICE in6 E100 � �// - P Y Y e OFFICE BLDG A D 0 E100 /J 8 D.S. PARTIAL ROOF PLAN - BLDG A COMMONS REFLECTED CEILING PLAN II - MODULAR OFFICE MODULAR OFFICE - FLOOR PLAN PARTIAL SITE PLAN p z HV00 T .L F- F- o o_¢ J 0 'De5 O o f_ O O F. �W LUF. o co S :ccl J 2!c° C-N- "" '7:7°9'5 W � � m :8- : ZO 1— v HUHfl 4 SCALE: 1/4"= 1'-0" SCALE il4"=1'-0" SCALE: tl4"=1'-0° SCALE: 1"=10,-0 @ .xl. jet i t* k2 1 �t GWB v REVISION DATE ...:.. ... =. GWB . GWB ... RB RB RB ` .,;. RB ,--- E100-- WEST INTERIOR E100-SOUTH INTERIOR 6 E100-- EAST INTERIOR E100-OFFICE - NORTH INTERIOR 8 - SCALE: 114"Design: SN Drawn: AS Checked: AC Project No. 331-17-01 " �_ • GUTTER DS RE`"r: FCi•; CODE CC J , LIANCE APPROVED APR 25 2019 Issuance PERMIT SET Date: 10-17-2018 1111.111111111111111111 City of Tukwila D .41) G DIVISION 111111111111111111111111111111111111 ■ VIM Drawing Title MODULAR OFFICE NM SIDING o SIDING SIDING •' riggimillam MEN, CONCRETE _ CONCRETE CONCRETE Drawing Number 21 3 ' - k2 0 k 2g E 100 - WEST E100.OFFICE - NORTH E100 - OFFICE - EAST E1' 10 n RECEIVED CITY OF TUKWILA 0 = OFFICE- SOUTH NuV 02 2818 12 SCALE 114"=l'-0" SCALE: 1/4"=l'-0" SCALE 1/4 =1'-0" 3 SCALE 1/4".V-0" PERMIT CENTE rolluda architects BUILDING B CLASSROOM SCIENCE LAB 18108 1 SCIENCE PREP 6106 SCIENCE LAB 8104 SCIENCE LAB I B102 I 7 ) ( SHARED SPACE I) ) ) li B� I I I CR I 8100 I (E) CLASSR n (E) TOILET A128 (E) TIMEOUT I A127 I (E) CLASSROOM I A125 I I ELEVVT MUSIC ROOM I B109 R " CTICE S B1 4 GIRLS RESTROOM B107 I OFFICE I B1 1 ECHANICAU ELECICUST B105 ELEVCL B105A CREATIVE LEARNING LAB (EOFFICE A131 (E) S' TOR)kG (E) CORRIDOR I A102 I UP UP (E)CR — 11 11 1; 11 11 11 11 J 4o°x94$ E100 OUTDOOR LEARNING AREA (E) OFFICE I A129 I —Ll (E) OTIPT I A117 ELEC PATCTI (E) OFFICE I A118 1 TS 3X3 TYP. B'-0"; a (E)TRANSFORMER FENCE FENCE (E) ELEC E143 I E) FOOD STO A142 (E) OFFICE A153 ( I CUST.STO I A140 (E) STAFF LOUNGE I A134 I STOR A10 (E) ATTENDANCE I A119 I (E)OFFICE I A116 I (E) OFFICE I A115 (E) CORR (E)WALK IN FREEZER WORKROOM I A121 I Q (E) MECHIBOILER I A144 I A139 I I A150 I (E) HALL A102 (E) ISS L/ (E) OFFICE I A114 I I A113 I UP MODULAR OFFICE, N.I.C. (E) PIV aul a (E) TOILET (E) OFFIC I A122 STUDENT STTOR, A152 Ip� I GYM ADDITION COVERED WALKWAY -I (E) COMMONS I A148 I �❑o �/I I (F) GOTS I ( (E) OFFICE V (E) OFFICE ,11 I A112 1 (E) OFFICE I A110 (E) CORR I . OR (E) RECEIITION A108 .110110111,11. I A104 BUILDING PLAN - BLDG A,B,C,D FIRST FLOOR SCALE: 1/16" =1'-0" JW VESTIBULE A00A I , {B1.27 1 I A163 I I A154 I 0 0 lil :r I l O C (E)STORAGE I 1 I 1 I I I 1 I I (E)STORAGE (E) CUSTODIAL L0 _ o- AG (E) COVERED WALKWAY 0 0 (E) LIBRARY I A155 I (E) CHECKOUT A156 (E) ELECT I A157 I E) CO A161 (E) OFFIC A158 1,1 (E) VEST (E) COURT YARD ', (E) VEST J wow a: it (E) AUXILLARY GYM (E) CUST (E) GIRLS' LOCKER RM (E) SHOWERS (E) COACHS' SHOWER (E) UNIFORM STORAGE (E) TOI 0) ww (E) TOI (E) MECH. 0) (E) P.E. OFFICE (E) BOYS' LOCKER RM (E) SHOWERS (E) VESTIBULE I A168 (E) WICAT (E) VESTIBULE I A162 I G,o A167 (E) CUSTODIA A169 (E) SEPARATION WALL (E) PRODUCTION I A160 1 (E) RESOURCE CENTER A159 If (E) HALL I A103 I (E) BOYS A165 UP (E) GIRLS A166 (E) CLASSROOM I A176 (E) CLASSROOM I A175 1 )E) CLASSROOM I A174 I (E) CLASSROOM A170 I (E) TEAM TEACHING I A172 1 E) STOR A171 1 L (E) CLASSROOM I A173 SEE SHEETA- 1.11 EXTERIOR RAMP & STAIRS RECEIVED CITY OF TUKWILA NUV 02 21118 PERMIT CENTER R J EV:i CR CODE CC . LIANCE APPROT/'ED City of Tukwila BUILDING DIVISION architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 o 111 0 CI 0 co REVISION DATE Design: SN Drawn: MM/CM Checked: AC Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title 1ST FLOOR OVERALL PLAN — BLDG A,B,C,D Drawing Number KEYPLAN rolluda architects 1(=i) BUILDING B MATH CLASSROOM MATH CLASSROOM MATH CLASSROOM MATH CLASSROOM L AB \ BB1.133 CORRIDOR ELEV. TORAGE KILN B215 BOYSRESTROOM ( STOR I B209 B203C 7 ./ (E) CLASSROOM (E) CLASSROOM Al 0 R.R. B203 ELEC , I B203B MATH CLASSROOM B201 COVERED BRIDGE CLASSROOM I I I I I I I I I I I I I I I I I I 1 I 1 1 I 1 I I I I I I I I I I I I I I I I CLASSROOM EACHERS'PREP A207 (E) CANOPY CURB & FLASH, PATCH ROOF (E) ROOF CLASSROOM GIRLS r7 ri L�J I` L J BOYS A215 CURB & FLASHING, PATCH ROOF (E) ROOF/ATTIC PROVIDE OPEN TO CURB, ROOF BELOW - FLASHING, SEE MECH PATCHING & FLASHING AT OPENINGS (E)CORRIDOR I CLASSROOM CLASSROOM LOBBY I A201 DN r (E) ROOF (E) ROOF (E)ROOF (E)ROOF OPEN STOR ELEC ELEVATOR I A219 11%/1 CORRIDOR CLASSROOM 5'-0" 1 f CDST I A220 I CLASSROOM (E) ROOF (E) ROOF CLASSROOM (E)ROOF NEW CURB & FLASHING. REMOVE, REPLACE HVAC. SEE MECH. GIRLS CLASSROOM TEAM ROOM CLASSROOM BUILDING PLAN - BLDG A,B,C,D SECOND FLOOR & ROOF SCALE: 1/16" =1'-0' B1.131 REVE, ,-, FC/• CODE CC;e;rLlA ICE APPROVED APR 25 2019 City of Tukwila B ILDING D VISION architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com REVISION DATE Design: SN Drawn: MM Checked: AC Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title 2ND FLOOR OVERALL PLAN - BLDG A,B,C,D Drawing Number RECEIVED CITY OF TUKWILA uV 02 2018 IT CENTER KEYPLAN rolluda architects HIDE WALLS BELOW ED 0 SEE DWG 11A2.03 (E) AHU-A06 (E) ROOF (E) AHU-A05 (E) SOUTH MECHANICAL ATTIC (E) AHU-A04 1 r SEE DWG 21A2.03 LINE OF WALL BELOW PARTIAL SOUTH FLOOR PLAN - BLDG A ATTIC SCALE: 1/8".1,0" (E) AHU-A07 (E) AHU-A08 (E) NORTH MECHANICAL ATTIC (E) AHU-A03 (E) AHU-A02 (E) AHU-A01 LINE OF WALL BELOW 0 0 PARTIAL NORTH FLOOR PLAN - BLDG A ATTIC SCALE: 1/8" =1,0" 0 CD FC)R CODE CCW:PLIANCE APPROVIED APR 2 5 2019 City of Tukwila BUILDING DIVISION GENERAL PLAN NOTES: 1. COORDINATE WITH MECHANICAL + ELECTRICAL FOR FULL SCOPE OF WORK 2. PATCH AND REPAIR ALL WALLS, PENETRATIONS, AND ROOFING AS REQUIRED FOR MECHANICAL AND ELECTRICAL 3. INSTALL FIRESTOPPING AND MAINTAIN ALL FIRE -RATINGS AT PENETRATIONS RECEIVED CITY OF TUKWILA NuV 02 2018 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 o z • o 0 u. >i, CO vj a 5 1:9 < _I a c6 O Z 0 • < (1) N F- - < Z < 0 CD D 0 F- CO 2 REVISION DATE Design: SN Drawn: MM/CM Checked: AC Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title ATTIC LEVEL MECHANICAL BLDG A Drawing Number 1 6 5 6 5 1 6 3 10/26/2018 12:41:47 PM COPYRIGHT C 2018 ROLLUDA ARCHITECTS, INC. rolluda architects (E) CLASSROOM A126 1 (E) OFFICE A131 ED \ \ \ \ \\\ \ \ \ \ ' \A125 \ \ \ CPT X\ \ \ \ \ VCT (E) OFFICE A118 \ \Al 34\ \\\\ \ ' \' , \ \\2\-\ \ _ 1_7141. CT \\\ \ - - \ ; \ L X\ \ \ \ CPT\ \ \ .,CPT-\\ \ \\\ \\\ \ \ 1 Li (E) COMMONS A148 \ \ (E) HALL A 02 \ \\I\ \ <IS\ \ \ \\\ \\\ CPT \ \ \N\ \ \\ \ \ \ \ \ \ \ \ \ CP-1-\\\ \\ \CpT\ \ \ \\\ \\\\\\\ \ \\ \‘‘ (E) OFFICE A116 FINISH PLAN - BLDG A FIRST FLOOR SOUTH SCALE: 1/8" = V-0" (E) OFFICE A115 (E) ISS A114 (E) OFFICE A113 (E) OFFICE A112 (E) OFFICE A111 (E) OFFICE A110 NOTE INSTALL 20 SF SHEET VINYL IN FRONT OF SINKS. DEMO EXIST. DEMO EXISTING CARPET. INSTALL CARPET T VINYL COMPOS TI LEVEL FLOOR RECEIVED CITY OF TUKWILA NuV 02 2018 PERMIT CENTER CODE COLIANCE APPROVED N TILE APR 2 5 2019 City of Tukwila BUILDING DIVISION architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com o z o 0 E I= co a cn a _J 0 vw O a z O 0 o Q „ <I= C/) N <00 0)i 2L1 REVISION DATE (E) BLUE STRIPE Design: SN Drawn: AS Checked: AC Project No. 331-17-01 Issuance DESIGN REVIEW/CUP Date: 10-17-2018 Drawing Title FINISH PLAN - BLDG A -1ST FLOOR SOUTH Drawing Number KEYPLAN r.nray.ar..L.rr.on.ect oro I Inn AD,UITC,TC NOTE 0 CD 0.1 LOBBY A201 CI LAB A216 \ ELEVATOR LAB A217 PREP A218 FINISH PLAN - BLDG A SECOND FLOOR SOUTH SCALE: 1/8" =1-0 \ \ \\\\ CLA5SIROOlyt,N \\\ \\,°'\ ' \ STOR A219 INSTALL 20 SF SHEET VINYL IN FRONT OF SINKS. DEMO EXIST. DEMO EXISTING CARPET, INSTALL CARPET TILE & RB VINYL COMPOSITION TILE LEVEL FLOOR >- 0 03 COST A220 for 9 \‘‘, • \‘‘,C\LA:S BROOM\‘'\\\,,‘\\ \ \\s", \ \\\\\ \\ \‘‘ \.\\\.\:\\\\":\\\ \ \ \ \\'` \\\X \ \ \ TEAM ROOM CLASSROOM A223 Ell A225 9 \CLA\SR\OOM -'\ \\- A227 \\\ \\N \\ \\\\\\ 9 • '0\cys*xci6‘n A46.\ \\\ \ 0,000 \dm- \ s 000 \\\\\\ 3 A224 RECEIVED CITY OF TUKWILA NuV 02 2018 PERMIT CENTER CODE CaLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION ,B1.131 rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 _J 0 Z 01— 0 0 E E F— 0 cn 5 1:11.1 1 0 O z O Q uJ O < < Z uJ 0 0 U) 2 REVISION DATE Design: Designer Drawn: Author Checked: Checker Project No. 331-17-01 Issuance DESIGN REVIEW/CUP Date: 10-17-2018 Drawing Title FINISH PLAN - BLDG A -2ND FLOOR NORTH Drawing Number KEYPLAN KEY NOTES rolluda architects CD Fin (E) BUILDING TO BE DEMOLISHED SEE A2.20 (E) CANOPY ABOVE TEMP. SUPPORT (E) ELEC (E) FOOD STOR (E) OFFICE (E) CORR fo (E) TRANSFORMER (E) BOLLARDS (E) FENCE (E) GAS METER & FENCE (E) WALK IN L___J (E) MECH/BOILER (E) KITCHEN PARTIAL DEMOLITION PLAN - BLDG A COMMONS SCALE: 1/8" = P-0" (E) PIV SEE CIVIL \ AREA OF NEW WORK. REPLACE TO MATCH L \ 1 \ UNDERGROUND UTILITIES - (E) I \ \ BURIED PUPING TO REMAIN. LOCATE \ \ & PROTECT CHECK MECH. \ (E) LAWN CLEAR AREA FOR NEW WORK . SEE CIVIL, MECH, ELECT, STRUCT, & PLUMBING REMOVE WINDOW \ <\ \ \ \A \ , \ REMOVE (E) FOOTING, WALLS FLUSH W/SLAB. EXCAVATE FOR NEW FOOTING \ REMOVE DOORS ,TYP REMOVE (E) VCT (E) COMMONS/CAFETERIA A148 — REMOVE EXIST STEPS & WALK AS REQ'D FOR NEW WORK UP REMOVE WALL TO TOP OF (E) WINDOW OPENING, TYP (E) BENCH TO REMAIN, TYP. (E) MTL GUARDRAIL & CONC. STEPS TO REMAIN LINE OF (E) BUILDING REMOVE (E) FTG WALLS FLUSH W/SLAB, TYP UP (E) LIGHT POLE TO REMAIN, TYP. (E) CORRIDOR (E) MTL CANOPY ABOVE TO REMAIN UP (E) LIBRARY A155 REMOVE (E) BOILERS & STEEL FLOOR FRAME. COORDINATE W/ MECHANICAL, PLUMBING & ELECTRICAL REMOVE (E) DUCTWORK. SEE MECHANICAL. REMOVE (E) PUMPS. SEE MECHANICAL, PLUMBING & ELECTRICAL COORD. W/MECH & CUT HOLES IN ROOF FOR NEW WORK LEGEND C _ _ 1 DEMO I 1 EXISTING WALL DEMO RECEIVED CITY OF TUKWILA NUV 02 2018 PERMIT CENTER CODE CO, ! IANCE APPROVED APR 2 5 2"u19 City of Tukwila BUILDING DIVISION architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 �Oz O 00 E.= i— ,7 cf, (0 0 5- 1:9 < p 06 O a z O 0 (/) J z O- O REVISION DATE Design: SN Drawn: MM Checked: AC Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title DEMO PLAN - BLDG A Drawing Number 1 KEYPLAN rolluda architects I J 0 Lo co co 0 REPAIR (E) EXTERIOR WALL W/ STUCCO TO MATCH (E) 0 0 0 0 (E) OFFICE LOADING 1/ (E) CORR 0 (E) BOLLARDS, TYP (E) TRANSFORMER (E) FENCE, SEE LANDSCAPE OFFICE F.0.1.0. SEE SHT A1.16 (E) SUPPORT CANOPY ABOVE (E) FENCE (E) WALK IN PATCH WALL TO MATCH EXIST. 4" CONC. PAD (E) MECH/BOILER- A144 BOILERS, SEE MECH, RD TYP.2 82' - 5 1/2", V.I.F. —J 5. u_ 6' - 4" 52' - 9 1/2" 7' - 1 3/4" 6' - 4" ,(2 1/4" — PATCH + LEVEL TO MATCH EXIST. ADJ 0 • COLUMN FURRING A 1131.271 \ (E) STAIRS , UP \ (E) RAMP ';> \ UP \\< N. • ABOVE (E) GUARDRAIL TO ,_,. _7_—:----_--------A\• \\- REMAIN, PROTECT (E) LIGHT POLE, TYP PATCH CONCRETE (A148-3)>- ( — (E) CANOPY ABOVE TO REMAIN A104-1) PARTIAL FLOOR PLAN - BLDG A COMMONS Co '17 F.O.CMU a? -cry) 0) F.O.WALL (E) 0 LEGEND I I EXISTING WA NEW WALL E 1 DEMOLITION CODE Ccr,.',.:--,LiP,r4cE- APPROVED APR 25 2019 L City of Tukwila BUILDING DIVISION KEYPLAN architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 ex E. Ro da ST TE OF WASHINGTON - (/) 0 z 01- 0 0 a < _1 - 06 O a Z O 2 0 O LL < N I-- — <1 Z < CC LLI 0 a 0 (/) 2 REVISION DATE Design: SN Drawn: MM Checked: AC Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title FLOOR PLAN - BLDG A Drawing Number EO l: nu07: 0EUV; 0 CITY8 I L A t 11 1 lERMIT CENTER COPYRIGHT 0 20.18 ROLLUDA ARCHITECTS, INC. rolluda architects GUTTER D.S. RELOCATED FROM BELOW (E) ROOF (E) CANOPY ABOVE TO REMAIN DASHED FOR CLARITY TYP. ROOF PENETRATION ROOF DRAIN AND OVERFLOW, TYP 2 CD TYP. SINGLE PLY ROOF SYSTEM (E) ROOF L INSTALL + FLASH MECH. CURB, COORD W/ MECH TYP.2 REFRIGERANT PIPING, SEE MECH PATCHING & FLASHING AT OPENINGS (E) ROOF/ATTIC CANOPY SUPPORT, TYP. GUTTER CANOPY D.S. PARTIAL ROOF PLAN - BLDG A COMMONS SCALE 1/8" = 1'-0" (E) CANOPY (E) ROOF f� c, CODE CC `i%'LIANCE ARP; GV D APR 252319 City of Tukwila BUILDING DIVISION architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 u) Oz 0 0 �_ � 2 � 0 U J Q J 0 °eS O 0Z O 2O R. O LL w < J Z <( w 0 0 O �u)2 REVISION DATE Design: SN Drawn: MM Checked: AC Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title ROOF PLAN - BLDG A Drawing Number 13ECE1VED CITY OF TUKWILA (V022818 PERMIT CENTER KEYPLAN rolluda architects O O O (E) FOOD STOR A142 (E) OFFICE A153 STAIRS UP CONC. PAD, COORD SIZE WITH MECHANICAL (E)STOR (E) MECHIBOILER A144 (E) KITCHEN A139 PARTIAL FINISH PLAN - BLDG A COMMONS SCALE 1/8" =1'-0" 13'-2\4" — (E) (E) COMMONS A148 \\\. �\ \ \� \\\\*\ \ B1.271 \ {E\ CI�RARY\ GENERAL PLAN NOTES 1. SEE ROOM FINISH SCHEDULE 2. SEE DOOR TYPES & SCHED 3. SEE WINDOW TYPES & SCH 4. SEE WALL, FLOOR & ROOF LEGEND I EXISTING WALL L ; ___.I NEW WALL ON SHEET A6.01 N-SHEET A6:02 N S)�EF�j,A6 0�3 f? c. 4tJ APR 25 2019 City of Tukwila BUILDING DIVISION KEYPLAN EET A6 architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 Ale E. Rolluda TATE OF WASHINGTON J V) z = I= r_n o 0 J < oo O - aZ O HO uJ Q <C J Z - Q YO-w /'� O REVISION DATE Design: SN Drawn: MM Checked: AC Project No. 331-17-01 Issuance PERMIT SET 04 Date: 10-17-2018 Drawing Title FINISH PLAN - BLDG A Drawing Number RECEIVED CITY OF TUKWILA 5NuV 02 2018 ERMIT CENTER COPYRIGHTO2018 ROLLUDAA rolluda architects L I — �I u II n II 7 ! L JL L'•'� 111 II ql JlrL �r JZIL JL ® ® J oD OLI I 1 11 \_/ I' L' ORTpOBTA1N1� -- �DPUOE� "�-- REVIfW REP / ---7 6T-1r• 1r 1 -J III L--_ n I_ 11 7r IIII�II I II �F LJ.LJ _Jl_J PROTECT BUILDING A EXISTING WALL AND SOFFIT II IrII 7 II JL JL ZfL�--------W FIRST FLOOR PLAN - EXISTING BLDG B SCALE: 1l8" =1-D" DEMOLISH BUILDING. NT 0 ES CO DEMOLITION REQUSES OF TU BUILDING ii DEMOLITION PERMITS FROM r= DEM ND CLEAN AIR. I AS `REQUIRED' LL � SOU D ABATE ASBESSOS U II__ JL \ 7r I I I I I I /' —4 �1L / / / ) / / /' / / / / r / .4\ / l) ( III F1'_ / —LIU— -11 - ED J J n CODE CCd` .:L1A N E APPc2C: J D APR 25 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NuV 02 2018 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 REGISTERED 7 ARCHITECT Alex E. Rolluda STATE OF WASHINGTON REVISION DATE Design: Designer Drawn: Author Checked: Checker Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title BUILDING DEMOLITION EXISTING BLDG B Drawing Number E COPYRIGHT ©2018 ROLLU DA A METAL SUN_ _ SHADE ABOVE N 0 N rn 7'-63/4" - 5114" CI FIRST FLOOR PLAN - BLDG B CLASSROOM SCALE: 118" = 1'-0° 64' - 0" ( 8106 3 3/4" 64' - 0" 22' - 0" 16'-81/ _10 SHARED SPACE OPEN TO FLOOR ABOVE !r STAIRBi — — 13' - 10" 31'-0" 7114" 19'-31/4" 11'-83/4" 1 L_l_L_1_ _11 cv MUSIC ROOM B109 11 RACTICE I 8'-2" 8 3/4" r - OFFICE LJ � B113 B105A 18' - 1 1/4" COVERED BRIDGE ABOVE COL W/ SEISMIC EXPANSION JOINT COVER, TYP 2 ASPHALT PAVING 31'-0" 18'-8" OUTDOOR LEARNING AREA 18'-8" 0 CD GENERATOR ENCLOSURE 0 0 Fr) N 0 Zo N co 0 ED 0) m GENERAL PLAN NOTES 1. SEE ROOM FINISH SCHEDU 2. SEE DOOR TYPES & SCHED 3. SEE WINDOW TYPES & SCH 4. SEE WALL, FLOOR & ROOF LEGEND 1---1 EXISTING WALL NEW WALL silEErRs:e� ; 115E�FJ ET A6j0R;;E 1 �O SEMBL YP5 N6.03 SH ET A6.04 APR 252819 City of Tukwila BUILDING DIVISION RECEIVER CITY OF TUKWILA NUV 02 2018 PERMIT CENTER KEYPLAN rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com REVISION DATE Design: SN/MM Drawn: MM Checked: AC Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title 1ST FLOOR PLAN - BLDG B Drawing Number 21 r I METAL SUN SHADES BELOW TYPICAL 42' - 0" MATH CLASSROOM LINE OF ROOF ABOVE 22' - 0" '-33/4" � 11111 : B2 ' STR. 111 ll SHARED SPAE ® I B2 VI Q 00CII 4' - 2" 19- 3 1 /4' CLERESTORY, ABOVE MATH CLASSROOM METAL ' GUARDRAIL — OPEN TO FLOOR BELOW l 7'-71/2: MATH CLASSROOM MATH CLASSROOM MATCHLINE - BLDG A SEE SHEET A2.61 SECOND FLOOR PLAN - BLDG B CLASSROOM ELEV B1 VEST B200A - 7 1/4" 31'-0" ART ROOM 11 STORAGE BOYS RESTROOM ELEC B203B `r ti 11'-83/4 3/' " 8' - 2" 18' -1 1/4" MTL SCREEN MTL GUARDRAIL B203C STL COLUMNS W/ SEISMIC EXPANSION JOINT COVER INFILL WALL TO MATCH EXIST. , I INSTALL NEW DOORS ■ 'sal I I A `_ A4.21 18'-8" (o (0 N • —. ('2 co to A2 B1.8 CD A3 0 0 GENERAL PLAN NOTES 1. SEE ROOM FINISH SCHEDULE ON SHEET A6.01 2. SEE DOOR TYPES & SCHEDULE ON SHEET A6.02 3. SEE WINDOW TYPES & SCHED teITSI91=,ETAS 63 4. SEE WALL, FLOOR & ROOF AS Ed.bigptpES-ONAH.... cT A6.04 LEGEND APP2g,V."_'D I EXISTING WALL 1 NEW WALL RECEIVED CITY OF TUKWILA NUV 02 2018 PERMIT CENTER APR 2 5 2019 City of Tukwila BUILDING DIVISION rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 J U) o E 51= co o Q Q Jao Oaz OHO o WLt N J < Et W 0a REVISION DATE Design: SN/MM Drawn: MM Checked: AC Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title 2ND FLOOR PLAN - BLDG B Drawing Number 2.2 KEYPLAN 64' - CONT MTL GUTTER W/ DS, TYP 2 6- a?. 0" 11011111•• •••••••••• ••••• • 0•1••••••• 0•1•••••••••••••• •••=11 •••••••••••110000•010111•• CD ROOF PLAN - BLDG B CLASSROOM SCALE: 1/8" =1,0" 1 1 1 1 1 1 • TYPICAL SINGLE PLY ROOF SYSTEM MECH HVAC UNIT RIDGE MECH CONDENSOR UNIT ROOF HATCH MECH VRF UNITS, TYP 6 MECH HVAC UNIT ROOF DRAIN, TYP 4 SL TYPICAL CANOPY ROOF MEMBRANE SYSTEM WITH CONT. MTL. GUTTER & DS TYP 2 B1 j-- THRU WALL SCUPPER W/ OVERFLOW MTL. CONDUCTOR & DS, TYP 2 (E) WALL BLDG. A • • • 011•••••••••••••• ON00•1101110•10•••••• • ••••••=1011=0•••=11 MOO (E) WALL BLDG. A 0 0 CLERESTORY PLAN SCALE: 1/8".1..0" GENERAL PLAN NOTES 1, SEE WINDOW TYPES & SCHEDULE ON SHEET A683 RECEIVED 2. SEE WALL TYPES ON SHEET A6.04 CITY OF 1 UKWILA INIUV 02 2018 PERMIT CENTER CODE CC;,LIAkICr, APP;?,,OVED APR 2 5 2019 City of Tukwila BUILDING DIViSION KEYPLAN rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 U) 0 Z Ii ow) u) a O a Z O Q -f , O < I-I-1 --J Z I-U 0 CI 0 U) 1— (.) 0) - I_ Lu JLe co 0 0 r: WM< o OCI)o2c»c9 REVISION DATE Design: SN/MM Drawn: MM Checked: AC Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title ROOF & CLERESTORY PLANS - BLDG B Drawing Number • 3 5 5 0 9 10/29/2018 10635 PM COPYRIGHT@ Z018 ROLLUDA ARCHITECTS, INC. rolluda architects r r- a - - 1*- I FIRST FLOOR FINISH PLAN - BLDG B CLASROOM SCALE: 1/8' = 1,0" N CD RECEIVED CITY OF TUKWILA NuV 02 2018 PERMIT CENTER GENERAL PLAN NOTES: 1. SEE ROOM FINISH SCHEDULE ON SHEET A6.01 CODE Cc' ,:tiANOE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION KEYPLAN architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 U) i= co a u) W ❑ 0 J Q Ja06 O❑z OSO U O- O F-U)2 6!- Q N REVISION DATE Design: SN/MM Drawn: Author Checked: Checker Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title 1ST FLOOR FINISH PLAN - BLDG B Drawing Number 2 rolluda architects D _DS LINE OF ROOF ABOVE ------ — ------ ---- MATCHLINE -BLD9 A SEE SHEET A2.61 0 o DS SECOND FLOOR FINISH PLAN - BLDG B CLASSROOM r F-1 L T— I LJ LJ DS DS 0 0 ED ot, GENERAL PLAN NOTES 1. SEE ROOM FINISH SCHEDULE ON SHEET A6.01 2. SEE DOOR TYPES & SCHEDULE ON SHEET A6.02 3. SEE WINDOW TYPES & SCH D.ULEPI*SHEET-A6:03 4. SEE WALL, FLOOR & ROOF SEMBLYTYPES-6N*1 ET A6 CODE CCP,Nu.::. APPROVED LEGEND I EXISTING WALL i I NEW WALL RECEIVED CITY OF TUKWILA NUV 02 2018 PERMIT CENTER AR 25 2019 City of Tukwila BUILDING DIVISION KEYPLAN architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com —1 (/) 0 Z I— 0 o 5 IM- F_ (00 E5 < __I CD c6 O Z O Q O < (i) N 0 a 0 F- co 1— o re I— h- 0 1-- W CI U-I I (7) i E) Lu c0 1.1.1 00 W CO —I fz co 0) (0 9 I— ,70 0 I.- ,- l'"' .`-- •'-''' ,-, coc,)0 0 CO 0.) %,-, CO cn 0) 0? 0 1.71: CO 1— r0.3 0) cn co (,',) (%)D D Li -1- i— o F--4. I— 1-.- a. REVISION DATE Design: Designer Drawn: Author Checked: Checker Project No. 331-17-01 Issuance PERMIT SET 04 Date: 10-17-2018 Drawing Title 2ND FLOOR FINISH PLAN - BLDG B Drawing Number ClUsers androas1Documents \ ShowalterMS currentANDREAS.r4 10/292018 42911 PM COPYRIGHT@ 2018 ROLLUDA ARCHITECTS, INC. rolluda architects CD 0 120 - 0" E E L E 0 0 u REMOVE & RELOCATE ALL LIGHTING, ALARMS,;? 'CAMERAS, COORD. W/ ELECTRICAL REMOVE REMOVE BACKBOARD REMOVE CLG. MTD. CONTROL DUCTWORK, PATCH, PAINT, SEE MECH. REMOVE FLOOR DUCT, INFILL, PATCH FLOOR, MATCH EXIST. DEMO FLOOR © NEW FOOTINGS, SEE STRUCT. 0 0 (E) COVERED WALKWAY 0 0 J REMOVE WALL & COLS. (E) GYMNASIUM (E) BACKSTOPS TO REMAIN, TYP. 4 LOCATIONS to (E) GYMNASIUM REMOVE DOOR AND FRAME DEMO FLOOR @ NEW / FOOTINGS, SEE STRUCT. SALVAGE EXIST. BACKSTOP SYSTEM FOR REINSTALLATION, TYP. 2 LOC. EXISTING PAINTED LINES & WOOD FLOOR TO REMAIN, TYP.U.O.N. EXISTING BLEACHERS TO REMAIN, TYP. 2 LOC. (E) VEST Ij (E) COURTYARD (E) AUXILLARY GYM DEMOLITION FLOOR PLAN - BLDG C GYM SCALE: 1/8"= V-0" (E) VEST REMOVE BACKBOARD CONTROL DEMO FOR MECH DEMO FOR MECH DEMO MECH. -- SEE MECH. SAWCUT OPENING FOR DOOR & FRAME (E) STOR (E) STOR. NOTES: 1. REMOVE ALL EXISTING WALL MOUNTED ITMES AS NEEDED FOR NEW WORK. 2. REMOVE WHITEBOARD, SWITCHES, RECEPTACLES, WALL MOUNTED EQUIPMENT, FIRE EXTINGUISHERS & ALL OTHER ITEMS. - REMOVE INTAKE GRILLE, COORD. W/MECH. INFILL WALL DEMO SEE MECH & ELECT. DEMO OPENING SEE MECH LEGEND \ DEMO EXISTING WALL DEMO RECEIVED CITY OF TUKWILA NuV 02 2018 PERMIT CENTER CODE APPi<C '•!.1aD H?R 2 5 20,i9 City of Tukwila UILDING DIVISION architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com Jc/) VOpO L O CD o 0J� Jo0 O oZ O HO • w Q < J Z < w Ypo O REVISION DATE Design: Designer Drawn: Author Checked: Checker Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title DEMO PLAN - BLDG C Drawing Number A2.30 KEYPLAN rolluda architects D.S. REINSTALL & RECONNE CT (E) D.S. 0 (E)120' - 0" G8 0 96'-8" 23'-4" NEW L L (E)COVERED WALKWAY INSTALL BACKBOARD CONTROL INFILL WOOD GYM FLOOR TO MATCH EXIST. II I� _I-- —I IL JI GYM ALCOVE C104 BLEACHERS, CLOSED, F010 EXPANSION JOINT O- EXISTING 23 PATCH +INFILL WD. GYM FLOOR TO MATCH EXIST. I— —I' JI (E) COURT LINES 11 u —0- 0 J INSTALL ( 6) VOLLEY BALL POSTS, LOCATIONS TBD (E) GYMNASIUM C105 INSTALL (6) VOLLEY BALL POST INSERTS, LOCATIONS TBD (E) BLEACHER TO REMAIN (E) VEST BLEACHERS OPEN, FOIO (E) COURTYARD u INSTALL BACKBOARD CONTROL (E) DF II II II II J 3 \ TM T U m (E) VEST D.S. SAWCUT OPENING IN (E) WALL, INSTALL STEEL FRAME, INSTALL DOOR FRAME & DOOR \\\\\\\\\\ E L L E Q FLOOR PLAN - BLDG C GYM SCALE: 118" =1'-0" (E) AUXILLIARY GYM ( E (E) MECH. MEZZ STOR. (E) (E) STOR. (E) STOR. (E) CUSTODIAL i J REMOVE & REPLACE (E) GRILLE FOR DEMOLITION OF MECHANICAL EQUIPT. COORD. W/ MECH (E) ROOF O.H. INFILL WALL TO MATCH EXISTING. COORD. W/ MECH 6 LOC. CA GENERAL PLAN NOTES 1. SEE ROOM FINISH SCHEDULE ON SHEET A6.01 2. SEE DOOR TYPES & SCHEDULE ON SHEET A6.02 3. SEE WINDOW TYPES & SCHEI OW$—HEET A6:03-- 4. SEE WALL, FLOOR & ROOF AS F {HIY 1tRES,O SH-iET A6 AY"P ZCot III) LEGEND 1 EXISTING WALL APR 25 2019 l NEW WALL RECEIVED CITY OF TUKWILA NuV 02 2018 PERMIT CENTER City of Tukwila BUILDING DIVISION architecture planning interior design 105 5. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 J 0 vF- 0 = `/)Lua Q Q O o_z O HO U Wd < JZ Ct FOCI O REVISION DATE Design: SN/MM Drawn: MM/AM Checked: AC Project No. 331-17-01 Issuance PERMIT SET 04 Date: 10-17-2018 Drawing Title FIRST FLOOR PLAN - BLDG C Drawing Number . 31 KEYPLAN rolluda architects D.S. REPLACE & RECONNECT R.D. DS LE (E) R.D., T.D.S.: REPLACE D.S. & INSTALL SPLASH BLOCKS ROOF PLAN - BLDG C SCALE: 1/8" =1'-O (E) ROOF (E) ROOF REPLACE & RECONNECT R.D., SPLASHBLOCK, TYP. (3) (E) ROOF (E) ROOF 0 C9 RECEIVED CITY OF TUKWILA Nuv 02 20;8 PERMIT CENTER CO3E CCU:: APR 25 2019 City of Tukwila BUILDING DIVISION architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 REVISION DATE Design: SN Drawn: MM/CM Checked: AC Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title ROOF PLAN - BLDG c Drawing Number 3 KEYPLAN rolluda architects D.S. B1.271 C1 96' - 8" (E)120' - 0" 0 0 23'-4" t E E- E E O E ) ( E ) u GYM ALCOVE C104 BLEACHERS, CLOSED, FOIO 0 23 EXISTING D.S. F WD FLOOR TO MATCH (E) w EXPANSION JOINT WD FLOOR TO MATCH (E) J (E)COVERED WALKWAY P 1- (E) COURT LINES LJ INSTALL (6) POSTS, LOCATIONS TBD INSTALL (6) POSTS, LOCATIONS TBD (E) BLEACHER TO REMAIN O S E ) J T I I L BLEACHERS OPEN, FOIO q u J OE (( E (E) MECH. MEZZ (E) STOR. 1 (E) STOR. (E) CUSTODIAL u 3 E O O J (E) VEST E) (E) COURTYARD E, (E) VEST rn rn FINISH PLAN - BLDG C GYM SCALE: 118" = 1'-0" (E) AUXILLIARY GYM ti ( E ) J v 0) (E) ROOF O.H. GENERAL PLAN NOTES 1. SEE ROOM FINISH SCHEDULE ON SHEET A6.01 2. SEE DOOR TYPES & SCHEDULE ON SHEET A6.02 3. SEE WINDOW TYPES & SCHEDULE ON SHEET A6.03 4. SEE WALL, FLOOR & ROOF A SEMBLY TYPES.ON=SH ET A6 LEGEND CODE Cc ::'L;,^.N APn ; O• D I EXISTING WALL I NEW WALL CITYEIVED OF TUKWILA NuV 02 2018 PERMIT CENTER D APR 25 2313 City of Tukwila BUILD NG DIVISION architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 REGISTERED AR� J co Oz ✓ 00 E i= , 0 0 Q moo°° O 0Z O 0 O LL <C -J Z - <(� W 0a �0 U)2 REVISION DATE Design: SN Drawn: AS Checked: SN Project No. 331-17-01 Issuance PERMIT SET .J4 Date: 10-17-2018 Drawing Title FINISH PLAN - BLDG C Drawing Number 3 IOHT 02018 ROLLUOA ARC KEYPLAN rolluda architects (E) DEMO VCT SOFFIT ABOVE TO REMAIN REMOVE (E) WALL TO l CEILING. PATCH FLOORING & SOFFIT TO MATCH EXIST. Tr-- II II v REMOVE (E) DOOR, WINDOWS, & WALL. PREPARE FOR NEW WORK It' (E) COL TO REMAIN DEMO UP (E) DEMO VCT (E) COL DEMO TO REMAIN VCT REMOVE (E) FURRED DECORATIVE COLUMN COVER & COL. CAP UP — REMOVE (E) WALK -OFF -MAT — (E) RELOCATE EXIST. CARD READER \ V- - SEE SHEET A1.11, SITE DETAILS: EXTERIOR RAMP AND STAIR DEMOLITION IIF H- — — �\ -------- Jjk I- T� I � LEGEND E--1 DEMO EXISTING WALL DEMO / / T� it ! / // ENLARGED DEMOLITION PLAN - BLDG A ENTRY SCALE: 1/4" = 1'-0" RECEIVED CITY OF TUKWILA NW 02 2818 PERMIT CENTER CODE C'C '_ `AkCE APP� C'u'vt0 APR 25219 City of Tukwila BUILDING DIVISION architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 0 Z ✓ 00 EE1= �o � 0 d _1 0 °ZS O 0_z O Q O W Q Q 1-Z Q 0a 0 0 REVISION DATE Design: Designer Drawn: Author Checked: Checker Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title ENLARGED DEMO PLAN - 1ST FLR BLDG A ENTRY Drawing Number COPYRIGHT 02018 ROLLUOA A KEYPLAN rolluda architects (E) COMMONS A148 r (E) (E) PASS-THRU WINDOW TO REMAIN SOFFIT ABOVE PATCH (E) SOFFIT TO REMAIN 1 (E) (E) SOFFIT ABOVE i-.- CORRIDOR I I i PATCH FLOORING, WALLS, CEILING TO MATCH EXISTING__L_.._i_.—I ADJACENT IA 021 A8. L� BULLET RESISTANT WAINSCOT - (E) COUNTER (E) OFFICE A110 II 11 � 13' -'Icy' F. 9 10 TYP. u 1] (E) HALL A104 V P.F. 2''10" 5 I I 1 I 1 A8,11 I (E)COL. TO REMAIN ' I 1 i 1 ' 1 1 1 A8.11 I � I (E) SOFFIT ABOVE (E) RECEPTION A108 (E) COUNTER UP (E) A8.11 MP HA4F (E) RAMP UP RAMP UP SEE SHEET A1.11: EXTERIOR RAMP & STAIR 1 LEGEND EXISTING WALL NEW WALL 1 DEMOLITION 6R C.R. —( ADA I BUTTON u 9 (A100A.1) (E) DOORS TO REMAIN TYP @ ENTRY (E)ADA'— C.R. BUTTON VESTIBUL VID.PHONE A100A LINE OF (E) CANOPY ABOVE 4 A5.11 A6 PLANTING AREA I BENCH AND WALL i L i I I (E) HALL A103 (E) CLASSROOM A176 DEMO C.R., PATCH WALL (A1OOA.2 ENLARGED FLOOR PLAN - BLDG A ENTRY SCALE: 1/4" =1-0" 8 r SEE SHEET A1.11: EXTERIOR RAMP & STAIR' / 7R' / J J / / J Ilk Mgr RECEIVED CITY OF TUKWILA NuV 02 2018 ED REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com REVISION DATE Design: SN Drawn: MM/FA Checked: AC Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title ENLARGED FLOOR PLAN — 1ST FLR BLDG A ENTRY Drawing Number 1 PERMIT CENTER KEYPLAN (E) COMMONS A148 (E) (E) HALL A104 (E) —r —VCT VCT (E) VCT ACCENT (E) CORRIDO _JA102 I II (E) VCT ( � I 1 \ \\\�\��\\ \\\\\\\vv ,v\ \ \\ AV\\\ \:v V\\ \\\\\\ \\ \\ E\\ \VA \y AA\ \ v ( )v �:� \A \A VV \A, 08 VA �\A\\ \\ \\\\\\\\ \ \\\\\\ \\\\\ \\\ \\ \\\\ \\.A\ -1 I VCT 1 I (E) RAMP Al 10 .1 VCT] t (WOM) 4" RACING STRIPE L ENTRY A101 WOM VCT Ij (E) RAMP Al RAMP Al VCT (E),CONF\ VA163y \A`VA (E) MECH A164 \\\ ) VEST. A154 (E) HALL A103 (E) VCT STRIPE A\i7 \ \ \\\ VESTIBULE A100A CONC 1/ 1 0A.2 UP NOTE Vet/A INSTALL 20 SF SHEET VINYL IN FRONT OF SINKS. DEMO EXIST. DEMO EXISTING CARPET. INSTALL CARPET TILE & RB VINYL COMPOSITION TILE LEVEL FLOOR ABBREVIATIONS ACT AL ANOD CT CPT (E) GL GWB HM INS P PC RB SAF S SV TEMP VCT WD WOM RUBBER BASE SAFETY SEAL SHEET VINYL TEMPERED VINYL COMPOSITION TILE WOOD WALK -OFF MAT ACOUSTICAL CEILING TILE ALUMINUM ANODIZED CERAMIC TILE CARPET TILE EXISTING TO REMAIN GLAZING GYPSUM WALL BOARD HOLLOW METAL INSULATED PAINT POLISHED CONCRE—E REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF 1-UKWILA WV0220i8 PERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com REGI „ RED ST E OF WASHINGTON �Oz 0oa I- Cn o Q o az O HO F- < JZ YLU OCD O I— CO 2 J>> rn> �1 D �w�a33 - H o I-'t REVISION DATE Design: Designer Drawn: Author Checked: Checker Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title ENLARGED FINISH PLAN - 1ST FLR BLDG A ENTRY Drawing Number PARTIAL FIRST FLOOR FINISH PLAN - BLDG A ENTRY SCALE: 114" = 1'-0" rolluda architects (E) CLASSROOM A210 14 28 CD (E) CLASSROOM A209 3' - 5" STL COLUMN, TYP. SEE STRUCT PATCH WALL TO MATCH EXIST, ADJ. 2S 1 13 12 A8.11 b, 0.1 7' - 8 3/4" VIF L (E) CORRIDOR A202 PATCH WALL, CEILING, FLOOR @ (E) WALL TO MATCH EXIST. ADJACENT CLASSROOM A212 ENLARGED FLOOR PLAN - BLDG A - 2ND FLOOR SCALE: 1/4"= 1-0" LEGEND Lililil DEMO EXISTING WALL DEMO (E) CLASSROOM A210 REMOVE (E) WINDOW & WALL, PREPARE WALL FOR NEW DOOR & FRAME REMOVE CABINETS & UTIL., PATCH WALL & FLOOR TO MATCH EXIST REMOVE DOOR & FRAME A3.25 (E) DEMO (E) CLASSROOM A209 (r„ _ - 7 DEMO LL (E) (E) CORRIDOR A202 REMOVE FLOORCOVERING & BASE AS NEEDED FOR NEW WORK (E) CLASSROOM A211 REMOVE (E) WALL TO CEILING, PATCH FLOORING & WALL TO MATCH EXIST ENLARGED DEMOLITION PLAN - BLDG A - 2ND FLOOR SCALE: 1/4.1.-0" LEGEND I Euilil EXISTING WALL NEW WALL DEMOLITION VIEWED FOR E COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NuV 02 2010 PERMIT CENTER KEYPLAN architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 U) 0 Z 0 0 0 _ 1• =-- , a a 1-• 2:11 < j a 06 O a z O 0 O IL< cf) w N < Z -J < • W 0 a C/) 2 REVISION DATE Design: SN Drawn: MM Checked: AR Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title ENLARGED DEMO & FLOOR PLAN 2ND FLR - BLDG A Drawing Number C:1Users \ andreas DocumentsVShowalterMS_currenLA COPYRIGHT 2018 ROLLUDA ARCHITECTS, INC. rolluda architects CD \\\\\\\ \\\ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \\\ \ \ \\\\ : CONC \\-,;\\'-‘\\\\.\ \\‘\'-• • \ \IN \-\SX\ \\\\ \\\\\\ \\\\‹ \\ \ \ \ \ \\\\ • \\\ \ \:\ \ \-\\\ \ \ \\\-\ \ \\\\\\• ' \ \ \ \ \ \ \ \ \ \„‘N \ \\\ \ \ \ . \ \\\ \ • \ \ \ \\\ \ \\„ \\ \'‘ -\\ (\2c)\9\\‘' \ \ \ \ CL`A.:SR0v\M `\\ \ \ \\\ \ \ \ \ \ \ \\ 1 VCT 1 LIIII (E) CORRIDOR A202 VCT CT (E) ENLARGED FINISH PLAN - BLDG A 2ND FLOOR SCALE: 1/4" = 1-0" CLASSROOM A212 NOTE r/4 INSTALL 20 SF SHEET VINYL IN FRONT OF SINKS. DEMO EXIST. DEMO EXISTING CARPET, INSTALL CARPET TILE & RB VINYL COMPOSITION TILE LEVEL FLOOR REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NO 02 2C13 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 0 - z 0 (/) CO a - a - - O 0 z O "f 0 F- 1,1 C) W < CO < Z - Co uJ 0 „..\- I- CO 2 1— w W co c7; 1< < c0 — co w -4- o 1- W W (0 cr co LD 0 co 0) co < 0 ..71. 5 oo 0) co (C. coD cri c`I W <LL 0 Cri 0 0 REVISION DATE Design: SN Drawn: AS Checked: SN Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title ENLARGED FINISH PLAN - 2ND FLR BLDG A Drawing Number ents1ShowalterMScurrergrnark@rolludaachitects.com.rvt t, 5 10/26/2018 12:42:24 PM 6 rolluda architects A A DOOR SWITCH COVERED WALK (E) ICORRIDOR A102 ADA DOOR SWITCH COVERED BRIDGE ABOVE I I I I I I I I I _ OUTDOOR LEARNING AREA ENLARGED 1ST FLOOR PLAN - COVERED WALKWAY SCALE: 1/4" =1'-0" EXPANSION JOINT ADA DOOR SWITCH ENLARGED 2ND FLOOR PLAN - COVERED BRIDGE SCALE: 1/4". V-0" SCALE: 1/4" =1'-0" 4' -10" OPENING WIDTH ' CLR OPENING T.O. STEEL - BLDG B 312.01' T.O. 2ND FLR - BLDG B 298.51' SECTION - ELEV B1 SCALE: 1/4" =1'-0" SEE STRUCT FOR WALL AND FOOTING THICKNESS (NO SUMP PUMP PIT) T.O. 1ST FLR - BLDG B 285 P ELEVATOR PIT Ak 281'-0" ENLARGED 2ND FLOOR PLAN - ELEV B1 SCALE: 1/4", V-0° 2S D FOR PLIANCE OVED 1GAPR 25 2019 2S BUILDING DIVISION ENLARGED 2ND FLOOR PLAN - SHARED SPACE OPENING ENLARGED 1ST FLOOR PLAN - ELEV B1 RECEIVED CITY OF TUKWILA SCALE: 1/4" =1'-0" architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com REGI TERED A S ATE OF WASHINGTON J o° u) o Q O0z OHO o ,Lt Q Q J Z Oa �CD2 REVISION DATE Design: Designer Drawn: Author Checked: Checker Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title ENLARGED PLANS - BLDG B Drawing Number NuV 02 2018 PERMIT CENTER 13' - 2" OPNG WIDTH ENLARGED SECOND FLOOR PLAN - STAIR B1 SCALE: 1/4" =1'-0" IV J ENLARGED FIRST FLOOR PLAN - STAIR B1 SCALE: 1/4", V-0" T.O. 2ND FLR - BLDG B 417 298.51' 0 cah T.O. 1ST FLR - BLDG B 417 285.01' 0 cc —ti 1` z SHARED SPACE B100 SI SHARED SPACE z B100 --\ SIM 21'_.- 4°OPNG WIDTH ENLARGED SECOND FLOOR PLAN - STAIR B2 SCALE: 1/4" = 1'-0" ENLARGED FIRST FLOOR PLAN - STAIR B2 SCALE: 114" = 1'-0" =N-111111111•11111111111111111 0 0 0 ,g, SHARED SPACE Z B100 T.O. 2ND FLR - BLDG B 298.51' REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION T.O. 1ST FLR - BLDG B 285. Y RECEIVED CITY OF TUKWILA NuV 02 2018 PERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 U) 0z UD=O � 00 W o Q J 0 °6 O 0 Z O �0 • Lll <( Q JZ Q ct • W • 0Cn I—uo2 - cn s • CO o Er GO• rn Occo 2 < V 2 Cc n� o1! Om Q rrI-o I-'-t-!-u REVISION DATE Design: Drawn: Checked: Project No. SN AS AR 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title ENLARGED PLANS Drawing Number tw COPYRIGHT 02018 ROLLU SECTION - STAIR B1 SOUTH SCALE: 1/4" =1'-0" SECTION - STAIR B2 EAST SCALE: 114" =1'-0" SEC SCALE: 1/4". ' N - STAIR B2 NORTH . 7 0 0 0 ,g, SHARED SPACE Z B100 T.O. 2ND FLR - BLDG B 298.51' REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION T.O. 1ST FLR - BLDG B 285. Y RECEIVED CITY OF TUKWILA NuV 02 2018 PERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 U) 0z UD=O � 00 W o Q J 0 °6 O 0 Z O �0 • Lll <( Q JZ Q ct • W • 0Cn I—uo2 - cn s • CO o Er GO• rn Occo 2 < V 2 Cc n� o1! Om Q rrI-o I-'-t-!-u REVISION DATE Design: Drawn: Checked: Project No. SN AS AR 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title ENLARGED PLANS Drawing Number tw COPYRIGHT 02018 ROLLU SECTION - STAIR B1 SOUTH SCALE: 1/4" =1'-0" SECTION - STAIR B2 EAST SCALE: 114" =1'-0" SEC SCALE: 1/4". ' N - STAIR B2 NORTH . 7 I ' rolluda architects ND 3 2S CG 3S CG (B105.1) 3 5 12 2S GIRLS RESTROOM 0 B107 2S ELEV CL B105A 0 3S 12 11 MOP SINK 1 (B1O5A) MECHANICAU ELEC/CUST B105 B105.2) B107- GIRLS RESTROOM SCALE: 3/8" .1,0" B107 - GIRLS - WEST SCALE: 3/8" = I-0" 2S CD v SCD SCD M SCD r MR T SD MR -SD 0 H 0 0 t B107 - GIRLS EAST SCALE: 3/8". 1-0" ,/ B 105 - WEST SCALE: 3/8" =1,0" WR 0 TPD SND B107-GIRLS -NORTH SCALE: 3/8" =1,0" B107 - GIRLS SOUTH SCALE: 3/8" B 105 - SOUTH SCALE: 3/8". 1,0" CG SCALE: 3/8" =1,0" 3 CG 2S 3S CG E CG CG 3 2S CG 7 8 BOYS 'RESTROOM B209 Ott - 2S 2 STOR B203C 3 B2O3" 15 2S 5 16 B209-BOYS -WEST SCALE: 3/8". 1,0" V B203B) ROOF ACCESS LADDER ELEC B203B — ROOF ACCESS HATCH ABOVE 3 2 SCD SCD UR UR MR SD MR SD WR B209 - BOYS EAST SCALE: 3/8" =1,0" PTD 1 SCD 1 WR B207-R.R.-NORTH B207 - R.R. - EAST 14 SCALE: 3/8" =1,0" PREP B203 (B203C) B209- BOYS RESTROOM SCALE: 3/8" =1,0" WR B207 - R.R. - SOUTH SCALE: 3/8" =1,0" MR WR B209-BOYS -NORTH SCALE: 3/8" = 1,0" ' OPEN, HEViEWEu r-6R B209 - BOW'S= IADNCE SCALE: 318" =1,0" APR 25 2019 City of Tukwila BUILDING DIVISION B207 - R.R. - WEST SCALE: 3/8" 1-0" RECEIVED CITY OF TUKWILA NO 02 2018 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com u) 0 z E 1- L.±1i __I a O a Z O Q C.) Cr) N < -1 Z LLJ 0 a D 0 U) 2 uJ LU co fX • cr) = < -Kr ▪ < § (0 w ▪ o REVISION DATE Design: SN Drawn: MM Checked: AC Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title ENLARGED RESTROOM PLANS - BLDG B Drawing Number A2.76 ralludaarchitects.00rn.M 5, 0 COPYRIGHT C2018 ROLLUDA ARCHITECTS, INC, rolluda architects T.O. ROOF- BLDG B 322.34' T.O. (E) ROOF RIDGE - BLDG A 321.01' T.O. (E) PARAPET - BLDG A COMMONS VC 313.51' T.O. STEEL - BLDG B 312.01' T.O. PARAPET - COMMONS ADDITION VIIIP 303.68' T.O. (E) FIN. FLR. - BLDG A COMMONS 283.51' T.O. (E) RIDGE - BLDG A VC 321.31' T.O. (E) PARAPET - nik BLDG A COMMONS 110 313.51' T.O. PARAPET - 7-16 COMMONS ADDITION W. 303.68' T.O. (E) FIN. FLR. - rit BLDG A COMMONS 283.51' (E) COMMONS BEYOND CANOPY NORTH ELEVATION BLDG A COMMONS SCALE: 11r (E) BLDG A BEYOND STUCCO, MATCH (E). COMMMONS COLOR HUI (E) WINDOW & TRIM i (E) WINDOWS TO REMAIN STUCCO C10 WINDOW TRIM TO MATCH EXISTING STUCCO d (E) BLDG A BEYOND CANOPY, MATCH (E) COLOR ALUMINUM WINDOW WEST ELEVATION - BLDG A COMMONS SCALE: 1/8" =1-0" EXTERIOR FINISH KEY FCP 1 FCP 2 FCP 3 FCP4 METAL: 0 REVIEWED FOR CO APPRCE OVED PR 25 2019 City of Tukwila EDING DIVISION ALUMINUM: CLEAR ANODIZED GLASS: ETCH METAL: LASER CUT PANEL WOOD: CLEAR CEDAR METAL: SIDING architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com J v000 W o a J < 06 O G1 z O �0 R- C.) < J Z --IQ� W §0a REVISION DATE Design: SN/MM Drawn: CM Checked: AC Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title EXT ELEVATIONS - BLDG A Drawing Number MATCH EXISTING IIECFIVED CITY OF TUKWILA. NUV 02 2018 ERMII t;tN I tR 3.11 rolluda architects T.O. ROOF- BLDG B 322.34' T.O. STL BLDG B - ROOF 4111117- 310.51' FCP SIDING - C3 FCP SIDING - C1 T.O. 2ND FLR - BLDG B 298.51' FCP SIDING- C2 FCP SIDING - C4 T.O. 1ST FLR - BLDG B 285.01' SOUTH ELEVATION SCALE: 1/8" .1'-0" T.O. ROOF- BLDG B 322.34' T.O. PARAPET - BLDG B 315.01' T.O. 2ND FLR - BLDG B 298.51' T.O. 1ST FLR - BLDG B 285.01' CD STANDING SEAM METAL ROOF METAL ROOF GUTTER & DOWNSPOUTS C7 (19 BLDG A ATTIC ROOF BEYOND (E) BLDG A HVAC BEYOND BEYOND WEST ELEVATION SCALE: 118".1'-0" GATES C8 CMU MTL SIDING C7 000 NEW SUNSHADE C8 • FCP SIDING C4 ETCHED GLASS C7 SUNSHADE C5, TYP. 11 (E) (E) STUCCO (E) WINDOWS METAL GATE C8 METAL SCREENING C8 FCP SIDING C3 FCP SIDING C2 FCP SIDING C1 SUNSHADE C5 FCP SIDING C4 (E) PLANTER EXTERIOR FINISH KEY FCP 1 FCP 2 FCP 3 FCP4 REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION METAL: ROOF ALUMINUM: CLEAR ANODIZED GLASS: ETCH METAL: LASER CUT PANEL WOOD: CLEAR CEDAR METAL: SIDING RECEIVED MATCH EXISTING CITY OF TUICWI NW022018 PERMIT CENTE LA architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 U 2* m (Li co cr c� o -1 0_ u co c' ( vi col— O�O�jsT O r5 s{goo3 j= — w • Y J X c- i- o M c0 I- O u- V 1- 1- REVISION DATE Design: SN/MM Drawn: MM Checked: AC Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title EXTERIOR ELEVATIONS - BLDG B Drawing Number 3. 6) uments\Showalt rolluda architects T.O. ROOF- BLDG B 322.34' • T.O. PARAPET - BLDI VP :R ni' • T.O. STEEL - BLDG B W. 312.01' • T.O. 2ND FLR - BLDG 4117 298,51' T.O. 1ST FLR - BLDG VIIP 285.01' AC AD BA BB BC CLEARSTORY C- METAL ROOF C- CLEARSTORY C- MECHANICAL EQUIP. FCP C4 METAL SIDING C7 I ol at 1111111111 I B y�; ;o;;op° �o� 0e�<f000ao ,e° efo e�kot' �e e •e owoy aer an .. ;eo .ai / i / f I, II NORTH ELEVATION SCALE: 1/8" =1'-0" T.O. ROOF- BLDG B VP 322.34' T.O. PARAPET - BLDG B VIP R1R n1' • T.O. STEEL - BLDG B 312.01' FCP SIDING C2 FCP SIDING C1 FCP SIDING C3 • T.O. 2ND FLR - BLDG B 98.51' SUNSHADE C5 T.O. 1ST FLR - BLDG B 285.01' FCP SIDING C4 ED '1r L L EAST ELEVATION SCALE: 118" =1'-0" ALUMINUM WINDOWS C6 . ETCHED GLASS C7 1 LOWER BASE 46 EXTERIO CODE COMPLIANCE FCP 1 APPROVED FCP2 APR252019 FCP 3 City of Tukwila BUILDING DIVISION FCP4 METAL: ROOF ALUMINUM: CLEAR ANODIZED GLASS: ETCH METAL: LASER CUT PANEL WOOD: CLEAR CEDAR METAL: SIDING RECEIVED MATCH EXISTING CITY OF 1"UKWIL NuV 02 2018 PERMIT CENTER A architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com lex E. ' olluda STATE OF WASHINGTON REVISION DATE Design: SN/MM Drawn: MM Checked: AC Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title EXTERIOR ELEVATIONS - BLDG B Drawing Number ROLLUDA ARCHITECTS, INC rolluda architects ENLARGED SOUTH ELEVATION - FCP LAYOUT SCALE: 3/16" = 1-0" D B D X B E E C A X D 1 E D A D CA E B F D A AB 1ff '1111111 E • z 0 • - ALIGN W/ B.O. FCP ABOVE WINDOW 1P1 I E A E A X X E A A F ALIGN W/ B.O. FLASHING X F A ALIGN W/ B.O. FCP ABOVE WINDOW ALIGN W/ B.O. FLASHING ALIGN W/ B.O. FCP ABOVE WINDOW ALIGN W/ B.O. FCP ABOVE FLASHING X X z 0 X A X E A BA D F CAB X 1 X D FIBER CEMENT PANEL TYPES TYPE A = 12" WIDTH TYPE B = 18" WIDTH TYPE C = 24" WIDTH TYPE D = 30" WIDTH TYPE E = 36" WIDTH TYPE F = 48" WIDTH X = WIDTH VARIES, V.I.F. Y = HEIGHT, V.I.F. A X F B A A CA EH C C X D X z 0 ALIGN W/ B.O. FCP ABOVE WINDOW 0) 7' - 11 /2" 8' - 2" 9 - 9" 10' - 0" 10' - 0" 10' - 0" 8-10 1/4" 2 ENLARGED WEST ELEVATION - FCP LAYOUT SCALE: 3/16" = 11-0" ALIGN W/ B.O. FCP ABOVE FLASHING E AC X A D C AB D E D AC , D X r 10' - 0" 0' - 0" 10' - 0" X 8' - 2" 10' - 0" 8' - 0" 2' - 3" ENLARGED EAST ELEVATION - FCP LAYOUT SCALE: 3/16" =1,0" COVERED BRIDGE STRUCTURE KEVIEVED FOR CODE COMPLIANCE APPROVED • APR 25 2019 City of Tukwila BUILDING DIVISION architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 (1) z 0 - 0 0 E 1= , 0 1±11 < _1 06 O a Z O 0 O LL LLJ N < Z 0 a 0 I- CO 2 1-- o .E. 1-- 1-- Lil O U-I 2' Li 00 LLI C0 0 X (r'' -I E a' ° ° • CO °G) 0 Cf)i— c7(30-) 09 05' 8 c . . . ) 1 . . . _ > r• . . . . o g D = 8 d zi. 5 v- --8, 08 :1 cii_. - 1 u5c, -§.(1...,.. a.. ,i- 1- 0 1.- ..t 1- 1,- ii. REVISION DATE Design: Designer Drawn: Author Checked: Checker Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title ENLARGED EXT ELEVATIONS - BLDG B Drawing Number RECEIVED CITY OF TUKWILA NuV 02 2018 PERMIT CENTER 3 rolluda architects PATTERN 2 BB BC BD BE PATTERN 1 --- PATTERN2 PATTERN 1 ENLARGED NORTH ELEVATION - MWP LAYOUT SCALE: 3116" =1'-0" ENLARGED EAST ELEVATION - MWP LAYOUT SCALE: 3/16" = 1'-0" PATTERN 2 - PATTERN 1 ENLARGED WEST ELEVATION - MWP LAYOUT SCALE: 3116" =1'-0" METAL WALL PANEL LAYOUT EXTERIOR 1' - 0 NOMINAL COVERAGE SIDE 6 1' - 3" NOMINAL COVERAGE EXTERIOR SIDE PANEL A EXTERIOR SIDE ' - 3" NOMINAL COVERAGE PANEL B PANEL C METAL PANEL PATTERN - TO BE REPEATED PATTERN 2: C,B,B,A,C,C,B,B,C,A,B,C, REPEAT PATTERN 1: B,A,C,C,B,B,C A,B C :..'EAT REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 REVISION DATE Design: Designer Drawn: Author Checked: Checker Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title ENLARGED EXT ELEVATIONS - BLDG B Drawing Number RECEIVED CITY OF TUKWILA NuV 02 2018 PERMIT CENTER 3 rolluda architects T.O. STL BLDG B - ROOF 4107 310.51' T.O. 2ND FLR - BLDG B WV 298.51r- T.O. 1ST FLR - BLDG B 285.01 LJ- - - - HIM VIIII••••=== ENLARGED NORTH ELEVATION - WALKWAY & BRIDGE SCALE: 3/16". V-0" 1' - 2" 3' - 6" 3' - 6" 3' 6" 3' - 6" SEE PLAN 3' - 6" ENLARGED SOUTH ELEVATION - WALKWAY & BRIDGE SCALE: 3/16" .1.-0" Si T.O. STL BLDG B - ROOF I I 310.51' QV I I T.O. 2ND FLR - BLDG B 1 1 L J T.O. 1ST FLR - BLDG B 285.01 ENLARGED WEST ELEVATION - BLDG A SCALE: 3/16" 1L0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NuV 02 2018 ERMIT CENTER architecture planning interior design 105 S. Main St, Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 U) 0 Z H 0 0 _ E2 , 0 - 0 0.0 o 0 z O HO 0 c„ , < (/) < Z - < Et uJ 0 a 0 u) 2 REVISION DATE Design: Designer Drawn: Author Checked: Checker Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title ENLARGED EXT ELEVATIONS - BLDG B Drawing Number 3 5 0 6 COPYRIGHT .2018 ROLLUDA ARCHITECTS, INC, rolluda architects T.O.GUTTER - BLDG B 4,11F 310.07' T.O. GYM PARAPET V.I.F. 417 302.76' T.O. (E) GYM FIN. FLR. gar 280.51' EXISTING NEW CD NEW / EXISTING HVAC CMU PAINT TO MATCH (E) SOUTH ELEVATION - BLDG C GYM SCALE: 118" =1.-CY' (E) ROOF BLDG C (E) ROOF (E) CONCRETE T.O. (E) GYM RIDGE 307.01' T.O. GYM PARAPET V.I.F. 0.\ 3ff.-T61-11 MTL SCUPPER & DS, TYP. — EXISTING GRADE T.O. (E) GYM FIN FLR. T.O. (E) GYM RIDGE 307.01 T.O. GYM PARAPET V.I.F. 302.76' 1111 T.O. (E) GYM FIN. FLR. dr, REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NuV 02 2018 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 (f) 0 z 01- 0 0 - (,) u) a j 06 0 0 Z 0 0 ° < W N < Z < Ct — 0 (t) 2 REVISION DATE Design: SN Drawn: MM/CM Checked: AC Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title EXT ELEVATIONS - BLDG C Drawing Number 3.31 0 8 5 8 6 10/29/2018 1:0647 PM COPYRIGHT 0 2018 ROLLUDA ARCH1TECTS, INC. rolluda architects T.O. (E) PARAPET - ilk BLDG A COMMONS 4117 313.51' r T.O. COMMONS STEEL I ADDITION ‘5 301.89' T.O. ROOF - BLDG D oW 298.01' T.O. (E) FIN. FLR. - BLDG A COMMONS I 283.51' SECTION A -A SCALE; 1/8"= 1-0" T.O. (E) PARAPET - rak BLDG A COMMONS 40110 313.51' 0 ED co Ti T.O. COMMONS STEEL ADDITION 301.89' T.O. (E) FIN. FLR. - BLDG A COMMONS 4117- 283.51' SECTION B-B SCALE: 1/8' = 1-0" L __J-111 11 11 III III 111-111-111 1 1 1 1111 fril 10 11 I I — N.- 111 111 11 HIHIII 114 11 II lHlH 111 REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 _J Cf) 0 Z 0 0 I I — a C3 L _x< - a `'w O 0 Z O Q I I= O 1W. < Z - < 1-1-1 e.,,CD cn 2 — 0 REVISION DATE Design: Designer Drawn: Author Checked: Checker Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title BLDG SECTIONS - BLDG A Drawing Number 8 0 5 5 9 1 9 3 10/26/2018 12:43:11PM 82 RECEIVED CITY OF TUKWILA NuV 02 2018 PERMIT CENTER . 1 1 rolluda architects T.O. ROOF- BLDG B 322.34' T.O. STEEL - BLDG B 312.01' T.O. 2ND FLR - BLDG B 298.51' T.O. 1ST FLR - BLDG B 285.01' T.O. ROOF- BLDG B 322.34' T.O. STL BLDG B - ROOF 310.51' T.O. 2ND FLR - BLDG B 298.51' T.O. 1ST FLR - BLDG B 285.01' MATH CLASSROOM B208 ♦��J�..��.��"CrA�.vO�'.Diu'.�aiy.�� .r�.......... ....$f..uu��J�....... ..... ..............1......v....v�v..-r�rw'......w.-G'vvvrrW. III IIIIII III III —III —III IIIIH BUILDING SECTION A - A SCALE 118" =1'-0" Sim 12 — — 1 � 21 0 O B108 II� 1I1 III III III BUILDING SECTION B - B' CD MEV 11 IIIIIIII III— COVERED BRIDGE COVERED WALKWAY I—III-1 I I —I r's!a�•�i'.2.+:'t':::�iT:;:L�"4fa. J�4!GrG`.p::�'.,1.�.:.dt��G'!'i►; a 's sP+Hfoo3t; i' GIs ART ROOM 1. B211 I SHARED. I SPACE B100 1 11I- I III III III I 1 I1111111 II II 111 �I Ali 111 111 Hi i =111 MUSIC ROOM B109 II III 1 -1 1 11 111-11 I-1 (E) CORRIDOR -1 - 1= I III- 1—III-1 I I-1 I I-1 II III 1 A202 (E) CORRIDOR T.O. PARAPET - BLDG B 315.01' T.O. STEEL - BLDG B 312.01' T.O. 2ND FLR - BLDG B 298.51 T.O. 1ST FLR - BLDG B A102 REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NuV 02 2018 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com REVISION DATE Design: Designer Drawn: Author Checked: Checker Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title BLDG SECTIONS - BLDG B Drawing Number 1 0 F roilu a architects T.O. (E) GYM RIDGE 307.01' T.O. GYM PARAPET V.I.F. 302.76 rak T.O. (E) GYM FIN. FLR. 4117 280.51' T.O. (E) GYM RIDGE VD 307.01' T.O. GYM PARAPET V.I.F. VP 302.76' T.O. (E) GYM FIN. FLR. 17 280.51' ra, B.O. FDN. FTG. 117 277.01' REMOVE & REPLACE EXIST. DUCT. SEE MECH. SECTION A - A (E) GYMNASIUM CD SCALE: 1/8" = • 3 A 0 AIR SOURCE MI I I M m mm is I op/ Will' 1 A9 OR 11111111111401111 SECTION B - B —71 / / / SCALE: 1/8".1,0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 5 2G19 City of Tukwila BUILDING DIVISION RECEIVEp CITY OF TUKWILA NO 02 201Ei PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 (i) 0 Z I I— (f) 0) a I±1 < a 06 O a z O -f 0 O LL < Z mui 0 1/4.) (/) 2 REVISION DATE Design: Designer Drawn: Author Checked: Checker Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title C:1U.rs andreasTocuments ShowalterMScurrentANDREAS.M BLDG SECTIONS - BLDG C Drawing Number At .31 rolluda architects AB O FACE OF EXISITNG BUILDING EXISTING CANOPY SUPPORTS 1 J J EXISTING CANOPY ALUM. STOREFRONT SYSTEM CONC. CURB (E) BLDG A 1ST FLR PLANTER V.I.F. 285.01' VESTIBULE 283.53' VAR REVIEWED FOR COMPLIANCE PROVED PR APR 2 5 2019 City of Tukwila BUILDING DIVISION architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 V) 00 t- u 0 Q i < J 0 0 0 0 Z Ct OHO <t <C J Z <(� 1- U REVISION DATE Design: SN Drawn: AS Checked: AC Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title WALL SECTIONS — BLDG A Drawing Number 5 5 u SECTION @ SECURITY VESTIBULE SCALE: 112' = 1'-0" RECEIVED CITY OF TUKWILA NuV 02 2oia PERMIT CENTER 11 COPYRIGHT@ 20113 ROLLUDA AR rolluda architects T.O. PARAPET - COMMONS ADDITION IMF 303.68' T.O. STEEL COMMONS ADDITION 301.16' T.O. (E) FIN. FLR. - BLDG A COMMONS VP 283.51' V.I.F C 4 go v • T. fi 1.` I x x WALL SECTION @ COMMONS WEST SCALE: 1P2"=1'•0" T.O. PARAPET - COMMONS ADDITION 303.68' T.O. STEEL COMMONS ADDITION REMOVE (E) STUCCO @ SHOTCRETE SHOTCRETE, SEE STRUCTURAL (E) HCT, SHOTCRETE & FURRED WALL a 0 T.O. (E) FIN. FLR. - BLDG A COMMONS 283.51' V.I.F. WALL SECTION @ EXISTING WALL SCALE: 112" =1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA Nuv022018 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com REVISION DATE Design: Designer Drawn: Author Checked: Checker Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title WALL SECTIONS - BLDG A Drawing Number f 5 COPYRIGHT O2018 ROLLUDAARCHRECTS, INC. rolluda architects T.O. PARAPET - rk COMMONS ADDITION 68 T.O. STEEL COMMONS ADDITION 301.16' ROOFSYSTEM, SEE ROOF TYPE SCHEDULE AND ROOF PLAN CEILING EXTERIOR WALL TYPE, SEE PLAN AND WALL TYPE SCHEDULE CONC. SLAB ON GRADE, SEE STRUCT T.O. (E) FIN. FLR. - rik BLDG A COMMONS 51' FOOTING AND FOUNDATION, SEE STRUCT. •• •,40.•4, !,944s*skot: 1 I IIII 1 I III II III I I- 1 I I 1 1 1 1 I BLDG A - SECTION B - NORTH WALL SCALE: 1/2". 414, ••• •• •••• • .$4:10• /1 ROOFSYSTEM, SEE ROOF TYPE SCHEDULE AND ROOF PLAN T.O. STEEL COMMONS ADDITION 301.16' EXISTING ROOF SYSTEM CEILING INSTALL FURRING CHANNELS AND GWB-X, EXISTING WALL TO REMAIN, /// 41 BLDG A - SECTION B - SOUTH WAL SCALE: 1/2". 1-0" INTERIOR SHEARWALL, SEE WALL TYPE SCHEDULE AND STRUCT. INTERIOR FOOTING AND SLAB ON GRADE, SEE STRUCT EXISTING SLAB ON GRADE T.O. (E) FIN. FLR. - BLDG A COMMONS 283751T—WI EXISTING FOUNDATION & FOOTING REVIEWEDPOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION RECEWEO CITY OF TUKWILA Nutt 02 2018 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 0 Z I— 0 0 0 _ EZ I- I- (i) a .4t_„ _1 0 ,0 O 0 z O o O < < --I Z uJ 0 a 0 1"-- REVISION DATE Design: Designer Drawn: Author Checked: Checker Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title WALL SECTIONS - BLDG A Drawing Number 1 3 Scurrent_ANDREAS.M C:\UsersandroasDo 10/29/2018 1:06:55 PM 0 rolluda architects • T.O. STL BLDG B - ROOF 310.51' • T.O.GUTTER - BLDG B IMF 310.07' T.O. 2ND FLR - BLDG B 298.51' T.O. 1ST FLR - BLDG B 285.01' ALUMINUM WINDOWS METAL SUN SHADE WALL SECTION A SCALE: 112". 1-0" I _I II I 1 -II 1I 1 11 1 —I1 1-111 1_7:1 1_1111 1.11 1 R 31 • • .• •.; I1111 1 1 1 1 1 1= 1 1 I 1 1 1 1 1 1 1 1 1 I I 1 I I I WALL SECTION B SCALE: 1/2". 1-0" I I III I I I-1 I II I I III I I 2S 1 R 3 1 R-2 r- • • . so- • • , 11, • • 4. • •• • 4. • •-• • T.O. PARAPET - BLDG B 31-5701" T.O. STEEL - BLDG B F-2 tri ;7'1" 1/477 F-1 I 1 I 1 I— II— II-111 _ II III 11 1— 1-1 I I 1-1 1 I 1-11I 11 1 1 111-1-1-111-1-1111 m1111111 WALL SECTION C SCALE: 1/2" = 1-0" 21 A9.05 298.51' SIM SIM REVIEWED FOR CODE COMPLIANCE APPROVED Al v. Y APR 25 2019 City of Tukwila ILDING DIVISION T.O. 1ST FLR - BLDG B 4Wd f17, 1 F- 6 A9.11 T.O. 2ND FLR - BLDG B • 4 1 • • • • • 4 Jc,O(Jc)09,0(:, 41,0telte•••••••••WillOW I I I I I j—I WALL SEC SCALE: 1/2". V-0" --I 1 IIHF 11 11— 1;1 ITT-LITY18F%1E(V.fiLA NuV 02 2018 MIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 CO Z I— 0 0 0 - I — CC 0 — I— co a (1) 1±11 < - o oo O 0 z O HO o < (r) N LLI ▪ CO 1:Z FCq LLI 0 a 0 I— CO 4) - REVISION DATE Design: Designer Drawn: Author Checked: Checker Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title WALL SECTIONS — BLDG B Drawing Number 5.21 CAUserskandreaNDocumentNShowelterMS_Norent ANDREAS.M 10/29/2018 1:06:57 PM COPYRIGHT 02018 ROLLUDA ARCHRECTS, INC. rolluda architects T.O. ROOF- BLDG B IF 322.34' T.O. 2ND FLR - BLDG B 41117 298.51' T.O. 1ST FLR - BLDG B VIP 285.01' IL I 1 I i I - II HI 1=1 I I IIIII IIIIII 1 I 1 WALL SECTION E •..• SCALE: 1/2" = 1-0" I I 1 1 I II 1-III I WALL SECTION F SCALE: 112°=1.-0" WALL SECTION G SCALE: 112" =1-0" SIM • •• 4 WALL SECTION H SCALE: 1/T=1.-0" T.O. ROOF- BLDG B 322.34' R 1 xxxwwfl -1 WALL SECTI SCALE: 1/2". 1-0" J T.O. STEEL - BLDG B 312.01' T.O. 2ND FLR - BLDG B 2'IIW II 1-1 1 1 1-111-1 SIM REVIEWED FOR CODE COMPLIANCE APPROVED APR 252019 City of Tukwila UILDING DIVISION T.O. 1ST FLR - BLDG B —11_1 I-1 architecture planning interior design 105 S. Main St. Seattle, VVA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com _I V) 0 Z • 0 E nia- o) — co a < _1 0 06 O z O HO 0 H < < Z -J<D W 0 ° D 0 I- CO 2 REVISION DATE Design: Designer Drawn: Author Checked: Checker Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title WALL SECTIONS - BLDG B Drawing Number RECEIVED CITY OF TUKW LA V 02 2018 CENTER CtUsers\ andreaslIDocumenth \ ShowellerMS curtentANDREAS.nd COPYRIGHTO 2018 ROLLUDA ARCHITECTS, INC. rolluda architects TYP. SINGLE PLY ROOF CONSTRUCTION T.O. GYM PARAPET V.I.F. 302T76' TYP. EXTERIOR WALL CONSTRUCTION TYP. FLOOR CONSTRUCTION 1 1 1—I III —I 1 I T III1-1 -IIII II- .III I II I ICI I- I_I11 1 -' WALL SECTION SCALE: 1/2" = 1'-0" TYP. SINGLE PLY ROOF CONSTRUCTION - PVC ROOFING - PROTECTION BOARD - MIN R-40 POLY -ISO INSULATION - SELF -ADHERED MEMBRANE - SHEATHING - MTL ROOF DECKING - STL ROOF FRAMING L J T.O. GYM PARAPET V.I.F. 302.76' (E) MECH DUCTWORK (E) GLB BEYOND STL TRUSS DEMO WALL BEYOND COLUMN BEYOND TYP. FLOOR CONSTRUCTION (E) WOOD FLOOR T.O. (E) GYM FIN FLR SCALE: 112" = LI 28 S--F / •�rOi4�0llJ9�***�♦ T.O. GYM PARAPET V.I.F. T.O. COMMONS 302.76' 710 ADDITION �.�.''� 301.89 \° T.O. (E) GYM FIN. FLR. I 1 1 II ( IIIIII II 1I1III11 —III II III II 7 II 1I11 I1I 111 111 WALL SECTION SCALE: I " =1-0" III —I I I I II III: 11/1 280.51' B.O. FDN. FTG. 277.01 SCALE: 12" T.O. GYM PARAPET V.I.F. 302.76' T.O. (E) GYM FIN. FLR. REVIEWED FOR CODE COMPLIANCE TG. ' PROVED .0 APR 2 5 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NUV 02 2018 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 REVISION DATE Design: Designer Drawn: Author Checked: Checker Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title WALL SECTIONS - BLDG C Drawing Number .31 COPYRIGHT 02018 ROLLUDA AR ABBREVIATIONS rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com ROOM & WALL FINISH SCHEDULE ROOM & WALL FINISH SCHEDULE RM # ROOM NAME FLOOR WALL NORTH WALL EAST WALL SOUTH WALL WEST CEILING COMMENTS RM # ROOM NAME FLOOR WALL NORTH WALL EAST WALL SOUTH WALL WEST CEILING COMMENTS ACT ACOUSTICAL AL ALUMINUM ANOD ANODIZED CT CERAMIC CPT CARPET (E) EXISTING GL GLAZING GWB GYPSUM HM HOLLOW INS INSULATED P PAINT PC POLISHED RB RUBBER SAF SAFETY S SEAL SV SHEET TEMP TEMPERED VCT VINYL WD WOOD WOM WALK CEILING TILE TILE TILE TO REMAIN WALL BOARD METAL CONCRETE BASE VINYL COMPOSITION TILE -OFF MAT FINISH BASE MAT'L FIN MAT'L FIN mArL FIN MAT'L FIN MAT'L FIN FINISH BASE MAT'L FIN MAT'L FIN MAT'L FIN MAT'L FIN MAT'L FIN IIIIII A216 LAB - - MillrlM 111111111MIIIIIME A217 LAB - - A 00A VESTIBULE CONC TOUCH UP PAINT A218 PREP - - A 01 ENTRY VCT RB MEE 111111111111 11111111111.. A219 STOR - - A102 (E) CORRIDOR -NCT-/RB 1111111 1111.111 PAINT OFFICE WALL A220 CUST - - A102 (E) HALL - MEM A221 BOYS A103 (E) HALL - MIE MI A222 GIRLS - - 6250 REGISTERED A E ST E OF ASHINGTON A104 (E) HALL - - EN EN A223 CLASSROOM - - A108 (E) RECEPTION CPT-1 RB -/P 4GWB -/P MI PATCH PAINT SOFFIT A224 PATCH - - Al 0 (E) OFFICE CPT-1 RB 1.1111.1111 A225 TEAM ROOM CPT-1 RB36"X72" VCT @ SINK Al 1 (E) OFFICE CPT-1 RB MEM A226 CLASSROOM CPT-1 RB 36"X72" VCT @ SINK A112 (E) OFFICE cP - mil 111111=11111111111 A227 CLASSROOM CPT-1 RB 36X72" VCT @ SINK Al 3 (E) OFFICE CPT-1 RB NUM MEM A228 CLASSROOM CPT-1 RB 36"X72" VCT @ SINK A114 (E) ISS CPT-1 RB A229 CLASSROOM CPT-1 RB 36X72" VCT @ SINK A115 (E) OFFICE CPT-1 RB minE111.111 EEO A230 ELEC - - A116 (E) OFFICE CPT-1 RB 1.111111111101 MI IIIIIII A231 ELEVATOR A117 (E) OT/PT - - 1111111.11101111111 III EMI 8100 SHARED SPACE PC/WOM RB GWB P GWB P GWB P GWB P VARIES - A118 (E) OFFICE CPT-1 RB IIIII B100A VEST WOM RB GWB P GWB P GWB P GWB P GWB P A119 (E) ATTENDANCE - IIIIIIIIIIIII 111 B100B STORLEARNING GGwWBB A120 STOR - 1111111111111111 B101 CREATIVE LAB PCPC RR: GGwWBB pP GGwWBB pP pP GGwWBB PP ACT--N1/0P MFR R A121 WORKROOM - _ A122 (E) OFFICE - IIIIII MI 8 8102 SCIENCE LAB PC RB GWB P GWB P GWB P GWB P ACT-1/OP EN MFR A123 (E) TOILET M11.11= B104 SCIENCE LAB PC RB GWB P GWB P GWB P GWB P ACT-1/OP EN MFR A124 (E) COTS 1111111111/11=1 EMI A125(E) CLASSROOM CPT-1 RB .1111111.111111 3'X6' VCT @ SINK —I (i) E— 0 Z 0 0 0 — 1 F- 0 — W < a _I --i 0 0 0 0 Z 0 2 0 i- 1 fv, F: c.) FE 0 "1".' < I-. _,,.. I-- `..4.F-0`; ,..1- in co 0 0 —I co 0, %.4 co 05 o5 e9 o 4u.1 0 0 • D 1 0 I— (/) 2 coDncoDLLIQ .4. I— 0 I— .t I— I— u_ B105 MECHANICAL/ ELEC/CUST PC RB GWB P GWB P GWB P GWB P - A126 (E) CLASSROOM CPT-1 RB gigmanii anlibi 36X72" VCT @ SINK Al 7 (E) TIMEOUT B105A ELEV CL PC RB GWB P GWB P GWB P GWB P - Al 8 (E) TOILET - IIIIIIIIIIIIIIM B106 SCIENCE PREP PC RB GWB P GWB P GWB P GWB P ACT-1/0P EN MFR A129 (E) OFFICE CPT-1 RB 11111011111111111 A130 (E) STORAGE - - Mill 8107 GIRLS RESTROOM CT CT GWB/CT P GWB/CT P GWB/C T P GWB/CT P GWB P A131 (E) OFFICE CPT-1 RB A134 (E) STAFF LOU-N-GE CPT-1 RB INN 1111111111111111111111111111 B108 SCIENCE LAB PC RB GWB/CT P P P GWB P P P ACT-1/OP EN MFR A135 (E) LOCKER - EMI .11111.11.111111 A136 - B109 MUSIC ROOM CPT-1 RB A.GWB P A.GWB P A.GWB P A.GWB P SPRAY INSUL MFR A137 (E) WOMEN 11111.11111111 In B111 PRACTICE CPT-1 RB A.GWB P A.GWB P A.GWB P GWB P SPRAY INSUL MFR A139 (E) KITCHEN A140 (E) CUST.STOR EIMINEEIMEM B113 OFFICE CPT-1 RB GWB P GWB P GWB P GWB P ACT-1 MFR A142 (E) FOOD STOR - MEM B114 ELEVATOR A144 (E) MECH/BOILER 8200 SHARED SPACE PC A146 (E)STOR MEEIIIIIMIN - B200A VEST W WOM RB GWB P GWB P GWB P GWB P GWB P A147 COMMONS VCT RB GWB P GWB P GWB ACT-2 B201 MATH CLASSROOM CPT-1 RB GWB P GWB P GWB P GWB P ACT-1/OP EN MFR A148 (E) COMMONS - /RB MEE PATCH VCT A 48 Room Mil MI IIIIII B202 MATH CLASSROOM CPT-1 RB GWB P GWB P GWB P GWB P ACT-1/0P EN MFR A 50 (E) GIRLS - MI= ME A151 (E) BOYS MEM B203 PREP PC RB GWB P GWB P GWB P GWB P ACT-1 MFR A 52 (E) STUDENT STOR NM IIIIIII B203A R.R. CT CT GWB/CT P GWB/CT P GWB/C T P GWB/CT P ACT-1 MFR A 53 (E) OFFICE - A 54 CPT-2 RB B203B ELEC PC RB GWB P GWB P GWB P GWB P ACT-1 - A 55 (E) LIBRARY CPT-2 RB INSTALL RB @ SHELVES I3203C STOR PC RB GWB P GWB P GWB P GWB P OPEN - 8204 MATH CLASSROOM CPT-1 RB GWB P GWB P GWB P GWB P ACT-1/OP EN MFR A 56 (E) CHECKOUT CPT-2 RB .111. A157 111021.11111111111M - OMNI B B206 MATH CLASSROOM CPT-1 RB GWB P GWB P GWB P GWB P ACT-1/0P EN MFR A158 (E) OFFICE CPT-2 RB MEM MIN REVISION DATE A159 (E) RESOURCE CENTER - 8208 MATH CLASSROOM CPT-1 RB GWB P GWB P GWB P GWB P ACT-1/OP EN MFR A160 (E) PRODUCTION - B209 BOYS RESTROOM CT CT GWB P GWB P GWB P GWB P GWB P A161 (E) COMM CP -2 B211 ART ROOM PC RB GWB P GWB P GWB P GWB P ACT-1/OP EN MFR A162 (E) WICAT CPT-2 B213 STORAGE PC RB GWB P GWB P GWB P GWB P ACT-1 MFR Al 6 (E) CONE CPT-2 11 A164 (E) MECH - 8214 ELEV. A165 (E) BOYS - B215 KILN PC RBGWB P GWB P GWB P GWB P ACT-1 MFR C101 (E) VEST. - - A166 (E) GIRLS - 1111111 A167 (E) VESTIBULE MEM - ...... 11111111111111111 C103 (E) VEST. - - A168 (E) VESTIBULE C104 GYM ALCOVE SVF STL GWB P - - GWB P GWB P ACT-4 MFR Design: SN Drawn: AS Checked: Checker Project No. 331-17-01 A169 (E) CUSTODIAL - C105 (E) GYMNASIUM -/WD -/STL PATCH CLG A170 (E) CLASSROOM - - - - - C106 AUXILLIARY GYM - - Al (E) STOR - - - - - C106 (E) STOR. - - A 72 (E) TEAM TEACHING CPT-1 C107 (E) STOR. - - C108 (E) CUST.STOR - - - - - - - - - - A 73 (E) CLASSROOM - E100 OFFICE VCT RB GWB P GWB P GWB P GWB P A174 (E) CLASSROOM CPT-1- - - - 36X72" VCT @ SINK E143 (E) ELEC - - - - - - - - - A175 (E) CLASSROOM CPT-1 36"X72" VCT @ SINK . Issuance PERMIT SET Date: 10-17-2018 A 76 (E) CLASSROOM CPT-1 36X72" VCT @ SINK A177-1 ELEC - A 77-2 PATCH - - REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION A 78 SECURITY STATION _ _ A201 LOBBY - - - Drawing Title ROOM FINISH SCHEDULE A202 (E) CORRIDOR - NCT - /RB -/GWB -/P -/P - WB -/P 4GWB 4P PATCH VCT A203 CORRIDOR - - - - - - - A 04 CLASSROOM - - - - - - - - A205 CLASSROOM CPT-1 RB - - - - - - 36"X72" VCT @ SINK CITYFIFFETIuVKEwn ILA NuY 02 2018 PERMIT CENTER A206 CLASSROOM CPT-1 RB - - - - - - 36X72" VCT @ SINK A207 TEACHERSPREP - - - - - - - A208 CLASSROOM CPT-1 RB 111111=11111111 36X72" VCT @ SINK Drawing Number A .. I . w 1 1 A209 (E) CLASSROOM CPT-1 RB IIIII EWE 36X72" VCT @ SINK A210 (E) CLASSROOM CPT-1 RB 11111111 = EIMENE11111 EMI ElliE 36X72" VCT @ SINK 36X72" VCT @ SINK 36X72" VCT @ SINK A212CLASSROOM CPT-1 RB NM A 13 CLASSROOM CPT-1 RB IMIE MIMI El A214 GIRLS - IiiiiMM A215 BOYS - 111111111111111 II= 1 9 COPYRIGHT 0 2018 ROLLUDA ARCHITECTS, INC. DOOR SCHEDULE DOOR # ROOM NAME RATING HDWRE GROUP DOOR FRAME DETAILS SILL NOTES WIDTH J HEIGHT TYPE MAT'L ( GLAZING TYPE 1 MAT'L FIN. HEAD JAMB THRESHOLD ABBREVIATIONS rolluda architects A100A.1 VESTIBULE - 6' - 0" 7' - 0" CC AL INS A5 AL ■ 5 & 6 / A9.10 7 / A9.10 6 / A9.10 8 / A9.10 EGRESS HARDWARE, CARD READER, ADA A100A.2 VESTIBULE - 6' - 0" 7' - 0" CC AL INS A5 AL 5 & 6 / A9.10 7 / A9.10 6 / A9.10 8 / A9.10 EGRESS HARDWARE A108 (E) RECEPTION 20 MIN 3' - 0" 7' - 0" C AL - A2 5 & 6 / A9.10 7 / A9.10 6 / A9.10 A147 COMMONS �® 7' ®®;'!!� A147-2 COMMONS - - 0" ®_ O / A9.08 0/ A9. 8 11 / A9.08 A178 SECURITY STATION - 2' - 10" 7' - 8" C WD N/A AL 4 / A.22 8 & 16 /A.22 12 / A.22 12 / A.22 BULLET RESISTENT A299 (E) CORRIDOR - 6' - 0" 7' - 0" AA AL INS 1 AL 1 / A9.08 2 / A9.08 11 / A9.08 B100.1 VESTIBULE - 6' - 0" 7' - 0" CC AL INS BI AL 10 / A9.08 10 / A9.08 11 1 A9.08 EGRESS HARDWARE, CARD READER B100.2 VESTIBULE - 6' - 0" 7' - 0" CC AL INS B1 AL 10 / A9.08 10 / A9.08 11 / A9.08 EGRESS HARDWARE B100.3 SHARED SPACE - 6' - 0" 7' - 0" AA HM - 1 HM 9 / 10.08 6 / A9.08 11 / A9.08 EGRESS HARDWARE, CARD READER B100.4 STOR - 3' - 0" 7' - 0" A WD - 1 HM 1 / A9.22 3 / A9.22 12 / A9.22 B101.1 CREATIVE LEARNING LAB 20 MIN 3' - 0" 7' - 0" 0 WD TEMP. SAF. 0® 1 / A9.22 1/ A9.22 3 / A9.22 B101.2 CREATIVE LEARNING LAB - 3' - 0" 7' - 0" A WD ®ENEEENE. 5 / A9.08 2 / A9.08 7 / A9.08 B102 SCIENCE LAB 20 MIN 3' - 0" 7' - 0" B WD TEMP. SAF. Esmimmo. 1 / A9.22 1/ A9.22 3 / A9.22 B102.2 SCIENCE LAB - 3' - 0" 7' - 0" A WD 1 / A9.22 1/ A9.22 12 /A9.22 B104 SHARED SPACE - 3' - 0" 7' - 0" B WD TEMP. SAF. 2 HM _ 1 / A9.22 1/ A9.22 12 / A9.22 B104.2 SCIENCE PREP 20 MIN 3' - 0" 7' - 0" A WD TEMP. SAF. 1 HM 1 /A9.22 1/A9.22 17 /A9.22 B105.1 MECHANICAL/ELEC/CUST 20 MIN 3' - 0" 7' - 0" A WD - 0® 1 / A9.22 1/ A9.22 17 / A9.22 B105.2 MECHANICAL/ELEC/CUST - 3' - 0" 7' - 0" A WD INS 1 ® 9 / A9.08 10 / A9.08 11 / A9.08 B105.24 MATH CLASSROOM 20 MIN INS B105A ELEC 3' - 0" 7' - 0" A WD a1111111 i 1 / A9.22 1/ A9.22 12 /A9.22 B106 SCIENCE PREP - 3' - 0" 7' - 0" B WD TEMP. SAF. 2 HM 1 / A9.22 1/ A9.22 3 / A9.22 B108 SCIENCE LAB 20 MIN 3' - 0" 7' - 0" B WD TEMP. SAF. 2 HM 1 /A9.22 1/A9.22 3 /A9.22 B108.2 SCIENCE PREP a®■ 9.22 AA9.22 B109 MUSIC ROOM 20 MIN 6' - 0" 7' - 0" WD TEMP. SAF. 9 / A9.22 14 /l A 22 SIM. 10 / ACOUSTIC DOOR & FRAME SYSTEM B109.2 MUSIC ROOM - 3' - 0" 7' - 0" A WD INS HM 9 / A9.22 14 / A.22 SIM. 11 / A9.08 B111 PRACTICE - 3' - 0" 7' - 0" A WD TEMP. SAF. 9 / A9.22 14 / A.22 SIM. 10 / A9.22 ACOUSTIC DOOR & FRAME SYSTEM B113 OFFICE - 3' - 0" 7' - 0" B WD TEMP. SAF. © HM 9 / A9.22 14 / A.22 SIM. 10 / A9.22 B200.1 VESTIBULE - 6' - 0" 7' - 0" AL MEE= B1 AL 5 / A9.08 7 / A9.08 11 / A9.08 B200.2 Mill B2011 MATH CLASSROOM 20 MIN 3' - 0" 7' - 0" B WD TEMP. SAF. © HM _ 1 / A9.22 1/ A9.22 3 / A9.22 B203 PREP 20 MIN 3' - 0" 7' - 0" B WD TEMP. SAF. © HM _ 1 / A9.22 1/ A9.22 3 / A9.22 13203A RR 3' - 0" 7' - 0" A HM 1 / A9.22 1/ A9.22 3 / A9.22 B20313 ELEC - 3' - 0" 7' - 0" A WD N/A 1 HM 1 / A9.22 1/ A9.22 3 / A9.22 B203C ELEC - 3' - 0" 7' - 0" A WD N/A 1 HM 1 / A9.22 1/ A9.22 3 / A9.22 B204 MATH CLASSROOM 20 MIN 3' - 0" 7' - 0" B WD TEMP. SAF. HM 1 / A9.22 1/ A9.22 3 / A9.22 B206 MATH CLASSROOM 20 MIN 3' - 0" 7' - 0" B WD TEMP. SAF. HM 1 / A9.22 1/ A9.22 3 / A9.22 B208 MATH CLASSROOM 20 MIN 3' - 0" 7' - 0" B WD TEMP. SAF. HM 111111 1 / A9.22 1/ A9.22 3 / A9.22 © B2111.1 ART ROOM 20 20 MIN 3' - 0" 7' - 0" B WD TEMP. SAF. HM 1 / A9.22 1/ A9.22 3 / A9.22 B211.2 ART ROOM 20 MIN 3' - 0" 7' - 0" B WD TEMP. SAF. © HM 1 / A9.22 1/ A9.22 3 / A9.22 B213 STORAGE - 3' - 0" 7' - 0" A WD 0 HM 1 / A9.22 1/ A9.22 3 /A9.22 MEIN C105 (E) GYMNASIUM - 6' - 0" 7' - 0" HM 9 / A9.08 10 A9.08 1/ A9?08 E100 OFFICE - 3' - 0" 7' - 0" A WD - HM 9 / A9.08 10 / A9.08 11 / A9.08 G100.1 COVERED BRIDGE - 6' - 11" 6' -11 1/2" CC HM - HM 5 / A9.08 6 / A9.08 11 / A9.08 EGRESS HARDWARE, CARD READER G100.2 COURTYARD - 6' - 0" 6' - 0" AA HM - HM GATE GATE GATE EGRESS HARDWARE G100.3 GENERATOR - 6' - 0" 6' - 0" AA HM - HM GATE GATE GATE GATE, LOCK DOOR TYPES 3'-0" 6' - 0" 3' - 0" 7 M 3'-0" /\ \ \ 4" / \ / 3'0" 3 1/4" 3 1/4" co 6' - 01 /4" 3' 0" 3'-0" / N TYPE A TYPE AA TYPE B TYPE BB TYPE C TYPE CC FRAME TYPES 2 I-- W l 2" O 2"�. 2, 2'- TYPE 2 6) 6'-6" 2' 2 rA 2"4 2" 13'-0" / W 2' 8' -11 3/4" 6' - 0" 2" 5 3/4' 2" AL. LOUVER 6'-4" 2" /,2" EQ1, EQ iL EQ AL. SPANDRELL 0 O 6' - 4" 77 ACT ACOUSTICAL CEILING TILE AL ALUMINUM ANOD ANODIZED CT CERAMIC TILE CPT CARPET TILE (E) EXISTING TO REMAIN GL GLAZING GWB GYPSUM WALL BOARD HM HOLLOW METAL INS INSULATED P PAINT PC POLISHED CONCRETE RB RUBBER BASE SAF SAFETY S SEAL SV SHEET VINYL TEMP TEMPERED VCT VINYL COMPOSITION TILE WD WOOD WOM WALK -OFF MAT NOTES 1. ALL EXTERIOR DOORS WITH INSULATED GLAZING SHALL MEET THE REQUIREMENTS OF THE CURRENT WASHINGTON STATE ENERGY CODE. 2. THRESHOLDS SHALL MEET ADA, EXTERIOR DOOR THRESHOLDS NO GREATER THAN 1/2". 3. HARDWARE INFORMATION IS FOR REFERENCE ONLY. REFER TO SPECIFICATION FOR HARDWARE INFORMATION. 4. ALL DOORS TO BE TEMPERED SAFETY GLASS. 5. EXTERIOR DOORS TO BE INSULATED GLASS U.O.N. REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NUV 02 2018 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com J U) 000 F- tn W E5 J Q 06 O Dz O • NTO W Z Q Ct FLU OCI �0 C2 REVISION DATE Design: SN Drawn: AS Checked: AR Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title DOOR SCHEDULE - DOOR TYPES Drawing Number ©2018ROLLUDA ARCH TYPE 1 TYPE 3 TYPE A2 TYPE A5 TYPE A8 TYPE B1 0 6'-4" 2 N (V 1'-6' 0 (o CO CO) (V Al BL-1 WINDOW TYPES SCALE: 114" =1-0" B1 2". EQ EQ a Q A7 BL-2 2' 16' - 1 1/2" 0 2"- EQ 2' EQ 2' EQ 2k' EQ - EQ 2" EQ 2' io (V BL-3 8'-2" A6 EQ It EQ 0 0 (V M S B5 STOREFRONT FRAME TYPES SCALE: 1/4" =1'-0" 12'-2" 2" EQ 2" EQ 2" EQ 2" B2 BL-4 2" 12'-2" (V 0 (n El EQ 2"- EQ 7 2" EQ -2" 0 w EN.* 0 w w N B3 16'-2" EQ 2" EQ 2" EQ —2" EQ r2" SEE SCHED. B6 N WINDOW SCHEDULE NO. FRAME AREA SHGC U VALUE NOTES FINISH Al 9.0 SF A2 A5 ANOD. A6 ANOD. 125.3 SF A7 ANOD. A8 ANOD. 80.0 SF B1 ANOD. B2 ANOD. 53.1 SF B3 79.1 SF B4 ANOD. 105.1 SF B5 ANOD. 28.4 SF B6 ANOD. 37.7 SF B8 B9 ANOD. 146.2 SF B10 ANOD. 472.3 SF B11 ANOD. 52.7 SF B13 ANOD. 87.4 SF B14 ANOD. 52.7 SF El ANOD. 2 EQ 2"-.,, EQ 2"-, EQ , -2" EQ 4'-2 O 0 w 0 W 0 w 0 w N B8 B4 8'-2" 2" EQ EQ N (V (o 2" co 0 (O B9 ABBREVIATIONS ACT ACOUSTICAL CEILING TILE AL ALUMINUM ANOD ANODIZED CT CERAMIC TILE CPT CARPET TILE (E) EXISTING TO REMAIN GL GLAZING GWB GYPSUM WALL BOARD HM HOLLOW METAL INS INSULATED P PAINT PC POLISHED CONCRETE RB RUBBER BASE SAF SAFETY S SEAL SV SHEET VINYL TEMP TEMPERED VCT VINYL COMPOSITION TILE WD WOOD WOM WALK -OFF MAT 16' - 1 1 /4" 2"-. 2" EQ EQ 2" 2" EQ % EQ (V (o I REVII CODE AP AP WED FOR OMPLIANCE ROVED 25 2019 City of Tukwila —ttt G DIVISION (V (1) B RECEIVED CITY OF TUKWILA Nuv02200 PERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com —i d ) VO00 = 1= � �o CO o • Q oes O _oz O HO O co N LL Q JZ • Wo O I- CO 0 wF— CC 00 rn <t F- O t- <4 F- F- LL 1- 2' w 0 0 ne CO CD Oirnrn� u0 c i=¢ h O Uco O O Y REVISION DATE Design: Drawn: Checked: Project No. SN AS Checker 331-17-01' Issuance PERMIT SET Date: 10-17-2018 Drawing Title WINDOW SCHEDULE Drawing Number CLERESTORY FRAME TYPES SCALE: 114""1'-0" CURTAIN WALL FRAME TYPES SCALE: 1/4" = i'-0" 7/8 7 1/4" 7 1/4" 4 1/4 ' rolluda architects 1 VLF; 6 NOT USED 2 5/8" GWB - X 3 5/8" MTL STUD © 16" O.C. 5/8" GWB - X INT WALL TYPE 2 3 518" MTL STUD 1-HOUR FIRE RATED WALL GA FILE NO. WP 1072 45-49 STC SOUND 5/8" GWB - X 2 1/2" MTL STUD @ 16" O.C. INT WALL TYPE 6 7 INT WALL TYPE 7 EXISTING TYP 2 1/2" FURRING ASSEMBLIES - INTERIOR WALL TYPES SCALE: 1". 1-0" 19 1/2" PLY. SHEATING EXT WALL TYPE 19 STUCCO 1' - 7 5/8" 25 P.C. STUCCO CMU AIR SPACE 7 3/4" 20 2S 5/8" GWB - X 3 5/8" MTL STUD @ 16" 0.0 WI SOUND BATT 5/8" GWB - X INT WALL TYPE 2S SOUND BATT 1-HOUR FIRE RATED WALL GA FILE NO. WP 1072 45-49 STC SOUND 7 3/4" .41 8 5/8" GWB - X SHEATHING, SEE STRUCT 6" MTL STUD @ 16" O.C. 5/8" GWB - X INT WALL TYPE 8 6" MTL STUD MTL WALL PANEL SIDING WRB 2" RIGID INSULATION 3 5/8" MTL STUD @ 16" O.C. W/ R-13 BATT INSULATION R-13 BATT INSULATION 5/8" GWB - X EXT WALL TYPE 20 FLUSH MTL WALL PANEL 5 1/2" MTL STUD 16" 0.C. W/ R-21 BATT INSULATION 5/8" GWB - X EXT WALL TYPE 25 12" CMU W/ INSUL 26 10" 21 P.C. STUCCO SHEATHING, SEE STRUCT 8" MTL STUD @ 16" O.C. - R-21 INSULATION 5/8" GWB - X EXT WALL TYPE 26 8" MTL STUD ASSEMBLIES - EXTERIOR WALL TYPES SCALE: 1"r. 1-0" 3 5/8" GWB - X 5/8" GWB - X 5/8" GWB - X @ 5/8" MTL STUD @ 16" O.C. 'MTL STUD @ 16" O.C. 6" MTL STUD 16" O.C.0.C. W/ SOUND BATT 5/8" GWB - X 5/8" GWB - X 6;11 INT WALL TYPE 3 6" MTL STUD 1-HOUR FIRE RATED WALL GA FILE NO. WP 1072 45-49 STC SOUND 9 -11 15 -19 NOT USED NOT USED METAL WALL PANEL SIDING 2" RIGID INSULATION WRB 1/2" PLY SHEATHING 6" MTL STUD @ 16" O.C. R-21 BATT INSULATION 5/8" GWB - X EXT WALL TYPE 21 METAL WALL PANEL 18 1/2" 27 EXT WALL TYPE 27 COMMONS (E) 22 12 3S INT WALL TYPE 3S SOUND BATT 1-HOUR FIRE RATED WALL GA FILE NO. WP 1072 45-49 STC SOUND 5/8" GWB - X, ACOUSTIC 7/8" RESILIENT SOUND CHANNEL @ 16" O.C. 5/8" GWB - X 3 5/8" MTL STUD @ 16" O.C. W/ SOUND BA'TT 5/8" GWB - X 7/8" RESILIENT SOUND CHANNEL @ 16" O.C. 5/8" GWB - X INT WALL TYPE 12 ACOUSTICAL FIBER CEMENT PANEL SIDING 1" MTL FURRING 2" RIGID INSULATION WRB 1/2" PLY SHEATHING 6" MTL STUD @ 16" 0.C. W/ R-21 BATT INSULATION 5/8" GWB - X EXT WALL TYPE 22 FIBER CEMENT PANEL 28 EXISTING EXT WALL TYPE 28 EXISTING INT WALL TYPE 4 3 5/8" FURRING 1' - 2" 13 14 1/2" 5/8" GWB - X 5 3 5/8" MTL STUD @ 16" O.C. 3 5/8" MTL STUD @ 16" O.C. W/ SOUND BATT AIR SPACE 5/8" GWB - X INT WALL TYPE 13 PLUMBING CHASE 23 29 CMU 1" AIR SPACE 5 1/2" MTL. STUD @ 16" O.C. R-21 INSULATION 5/8" GWB - X EXT WALL TYPE 23 CMU W/O PLASTER 1/2" PLY SHEATHING 5 1/2" WD STUD @16" O.C. W/ R-21 BATT INSUL EXT WALL TYPE 29 WD STUD WI STUCCO 5/8" GWB - X 1 1/2" MTL STUD @ 16" O.C. INT WALL TYPE 5 1 112" FURRING V.I.F. 14 18 1/2" EXISTING REMOVE STUCCO 8" SHOTCRETE 1" STUCCO INT WALL TYPE 14 EXISTING COMMONS METAL WALL PANEL SIDING 2" RIGID INSULATION 1/2" PLY SHEATHING 3 5/8" MTL STUD @ 16" O.C. AIR SPACE 6" MTL STUD © 16" O.C. 1/2" PLY SHEATHING 2" RIGID INSULATION 1" MTL FURRING 1x6 WOOD SIDING 24 EXT WALL TYPE 24 FIN WALL 30-32 NOT USED SLOPE PER PLAN R-4 R-3 ROOF TYPE R-4 PVC ROOFING SINGLE PLY PVC ROOFING 1/4" COVER BOARD TAPERED RIGID INSULATION, R-38 MIN CONC OVER METAL ROOF DECKING, SEE STRUCT STANDING SEAM MTL ROOFING CONT ICE & WATER SHIELD FLASHING OVER 1/4" COVER BOARD RIGID INSULATION, R-38 MIN METAL ROOF DECKING, SEE STRUCT ROOF TYPE R-3 STANDING SEAM MTL ROOFING SLOPE PER PLAN R-2 ROOF TYPE R-2 PVC ROOFING SLOPE PER PLAN R-1 F-2 ROOF TYPE R-1 PVC ROOFING SINGLE PLY PVC ROOFING 1/4" COVER BOARD TAPERED RIGID INSULATION, R-38 MIN METAL ROOF DECKING, SEE STRUCT SINGLE PLY PVC ROOFING 1/4" COVER BOARD TAPERED RIGID INSULATION, R-10 MIN METAL ROOF DECKING, SEE STRUCT CONC OVER MTL DECKING, SEE STRUCT FLOOR TYPE F-2 CONC OVER MTL DECKING - - - 4'4PeWAr*F. 40 laina.411%.4111110...411110•411170.4 4•4111 F-1 FLOOR TYPE F-1 CONC SLAB ON GRADE NUV 02 2010 PERMIT CENTER ASSEMBLIES - FLOOR & ROOF TYPES SCALE: 1" 1-0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION REINFORCED CONCRETE SLAB ON GRADE, SEE STRUCT VAPOR BARRIER RIGID INSULATION, R-10 AT 24" W PERIMETER SAND & GRAVEL, SEE CIVIL RECEIVED CITY OF TUKWILA architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com _1(1) Z LO1-7 u) a (1) a L_LJJ < j a 0,5 0 a z 0 0 , < Z Zc 0 ° 0 u) 2 1- 0 E2 1— til co F. a 13-1 2' Lu co u.i co o i— 07) CO 0, 0 CO cm 0) 0? 0 :1. f; e) 6 § ed 1 60 § 'c7t Nr I— o I— .zr I— I— u- REVISION DATE Design: SN Drawn: AS Checked: SN Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title WALL, FLOOR & ROOF ASSEMBLIES Drawing Number 8 5 t 12 12 5 0 10/26/2018 12:4142 PM 12 0 rolluda architects 0 (E) ELEC E143 (E) FOOD STOR A142 (E) MECH/BOILER A144 ACT (E) KITCHEN A139 10- 0" A.F.F. (E) TO ACT NMI 16' - " A.F.F. 10 - t (E}, OrrkIP'NS- 44T1T4.4- , (E) ACT 25' - 6" A F.F PARTIAL REFLECTED CEILING PLAN - BLDG A - COMMONS CD CD 0 SCALE: 1/8" V-0° REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION FIECEIVED CITY OF TUKWILA Nud 02 2010 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com REGISTERED —1 0) 0 Z i= u) a co a 1±; vc) o 0 z O HO O I, < co N - < Z < Et LU 0 a 0 I- co re F- co ca P.) w co UJ c0 0 F 07, 0 - 07, 5 0 CO 0) 0 CO 0) 0? c9 0 < gg 't I-- 0 cc>D REVISION DATE Design: Designer Drawn: Author Checked: Checker Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title REFLECTED CLG PLAN - BLDG A ,ntANDREASM Drawing Number 7.1 1 COPYRIGHT 2018 ROLLUDA ARCHITECTS, INC. MUSIC ROOM 8109 OTS TICF •FF1 i E • 1—B111 113 ACT ACT- 9 - 0" A.F.F. ;b 9' 0" A.F.F. CREATIVE LEARNING LAB B101 OTS FIRST FLR REFLECTED CEILING PLAN - BLDG B CLASSROOM RECEIVED CITY OF TUKWILA NOV 02 2018 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION KEYPLAN roliuda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com —J (1) Z F- 0 C) F- L23 00 C) oUJ __I 0 °6 0 Z OO „, OLL < (f) N < Z =<a uJ 0 a D 0 F- CO 2 REVISION DATE Design: Designer Drawn: Author Checked: Checker Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title REFLECTED CLG PLAN - BLDG B Drawing Number CAUserstmarklDocuments \ ShowalterMS_current_mark@rolludaarchitects.com.M 10/26/2018 124145 PM COPYRIGHT@2 ossassils011111 SECOND FLR REFLECTED CLG PLAN - BLDG B CLASSROOM SCALE: 118". 1-0" 0 VARIES GWB 10'-O"A.F.F. 10' - 0" A.F.F. our GWB 8' - 0" A.F.F. B203A toseatTiels ELEV. B1 OTS +13'-0" ART ROOM B211 OTS Bgio AC• 9' - 0" 9' - 0" A F.F. BOYS RESTROOM IEEE= urn= —JIMMMIMIOINII 110111111111111111111111 IIIIIIIIIININ III 111111111111111111Impt 1 EIMEM1111 g s_ ROOM IMINEEE ormil mom= AC INNIEL1 1111111111 10 - 0" A F.F. 11 119111.911111111 0 STOR B203C ACT 9' - 0" A.F.F. RECEIVED CITY OF TUKWILA NO 02 2018 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com F- C/)_i 0 Z 0 0 0 E cn 5 < 0 °6 0 0 Z QLL tc-Z F- — < Z Lt I-U 0 a 0 cf) 2 REVISION DATE Design: Designer Drawn: Author Checked: Checker Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title REFLECTED CLG PLAN - BLDG B Drawing Number 8 E 1 10/26/2018 12:4147 PM KEYPLAN rolluda architects 0 0 C) • .: mallu •11111 i6ig" IN .. 161,21 r , a y, GYM :1 E. • Ma 4 111.11111Mil 1 I 1 Jim g.mmi k I_ _ACT I 18 - 0" A F F mili El E.0.•:. mi.. , t .... ___,msam.imEN Egmem.E1.0 MM. MIMMOOMMIII urn iMinfigil ill IlirWINIMIMMEMILIVIM • unittlirm .m. . 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IMEM:1==MEM MI ME V nip anal.....10 , 0w , cp 0 PARTIAL REFLECTED CEILING PLAN - BLDG C - GYM SCALE: 1/8".1*-0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKW1LA NUV 02 2010 PERMIT CENTER architecture planning interior design 1 05 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 „1,*7 1(1 wilorrii'(! ex E oil": =AA •a ATE OF ASHINGTON 0 z 1- 0 0 0 _ E 5,1= U) 5 I±1 < _1 05 O 0 Z O Q I• Ct - Z < W 0 f-.9 I— CO 2 REVISION DATE Design: Designer Drawn: Author Checked: Checker Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title REFLECTED CLG PLAN - BLDG C Drawing Number .31 CAUseNandreaslOocuments%ShowatterMS_current_ANDREAS.na 10/29/2018 4:29:20 PM OPYRIGHT 2018 ROLLUDA ARCHITECTS, INC. rolluda architects (E) CORRIDOR (E) ACT 10' - " A.F.F. 10' - 0" A.F.F. ALIGN 9- 0" A F.F. (E) RE EPTION ACT 11' - 0" A.F.F. ENLARGED RCP PLAN - BLDG A ENTRY_DOC SCALE: 114" =11.0" 1 OPEN TOA ABOVE 1 1 VESTIBULE Al 00A E) GWB SLOPED (E) HALL A104 1 \ / \ / \ / \ OPEN TO\ ABOVE / \ (E) ACT 10' - 0" A.F.F. PATCH CEILING (E) LIGHT POCKET (E) CLASSROOM A176 (E) GWB (E) ACT (E) ACT REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NO 02 2018 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 co o z o 0 E- a u) 0 O - 0 Z O 0 - < LU 0 a D 0 U) 2 REVISION DATE Design: Designer Drawn: Author Checked: Checker Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title ENLARGED 1ST FLOOR RCP - BLDG A Drawing Number 5 8 6 0 es 01812:43:51 PM 1 rolluda architects cp CLASSROOM A21 0 11' - 0' A.F.F. CUT AND PATCH ACT GRID AND I ILES AT WALL (E) CORRIDOR A202 9'-6"AF.F. GWB 9'- 0" A.F.F. CLASSROOM A212 O ENLARGED SECOND RCP PLAN - BLDG A HALL_DOC SCALE: 114" =1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 252019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NuV 02 2018 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com U) 0OOO E— LL �0 C� 0 0 J Q J a °o O o_z O HO CO W • Et N_ < J Z < Yw Oa I— CO 2 REVISION DATE Design: Designer Drawn: Author Checked: Checker Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title ENLARGED 2ND FLOOR RCP - BLDG A Drawing Number 7 a f 5 0 T @ 2018 ROLLUDA AR rolluda architects / / \ \ ll \ / /, / A100A - VESTIBULE NORTH SCALE: 114" =1'-0" A178 - SOUTH SCALE: 1/4" =1'-0" \ \ / D / A108 - OFFICE WEST SCALE: 1/4" =1'-0" _ RB A202 - HALL SCALE: 1/4" =1'-0" // // 0 // 0 A100A - VESTIBULE EAST SCALE: 1/4" =1'-0" A178 - EAST SCALE: 1/4" =1'-0" ( (E) COUNTER ANGLED D A108 - OFFICE NORTH SCALE: 1/4". 1'-0" RB { A202 - HALL SCALE: 114" =1'-0" / 0 A100A - VESTIBULE SOUTH SCALE: 1/4". 1'-0" -7 A178 - ENTR NORTH SCALE: 1/4". V-0" RB / /\ ice-' ° 0 -) V{ / \ \ / \ \ / — \ \ / A100A - VESTIBULE WEST SCALE: 114" =1'-0" A178 - WEST ENTR SCALE: 1/4" =1'-0" / 0 0 A101 HALL - A108 ENTRY SCALE: 1/4", r-0" (E) WINDOW RB A210 - NORTH SCALE: 1/4". V-0" / PATCH & REPAIR REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 J U) OZ 000 _i 2�o E Q 0°6 o az O HO U�~ co W < - Z Q (-1111 co 2 REVISION DATE Design: Designer Drawn: Author Checked: Checker Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title INTERIOR ELEVATIONS - BLDG A Drawing Number NuV 02 2018 PERMIT CENTER 1 rolluda architects OPEN OPEN OPEN OPEN A148 COMMONS (E) - WEST ELEV SCALE: 1/4" =1'-0" OPEN OPEN OPEN OPEN A147 COMMONS ADD - EAST ELEV SCALE: 1/4". 1-0" A147 COMMONS ADD - WEST ELEV SCALE: 1/4". 1-0" PLAM COUNTERTOP / / EXIT DEVICE, SEE ELEC A147 COMMONS ADD - SOUTH ELEV SCALE: 1/4". 1-0" A147 COMMONS ADD - NW ELEV SCALE: 1/4". V-0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of —uloNila BUILDING DIVISION RECEIVED CITY OF TUKWILA NuV 02 2010 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com U) 0 Z E a) a (,) a _I 0 mu 0 Z I I= N Z < Ct 0 a 0 U) 8 8 > (c9Y,LuR.(Fz?Liki (IDDMaDDLII.4( .4. o i— .1- I— I— U_ REVISION DATE Design: Designer Drawn: Author Checked: Checker Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title INTERIOR ELEVATIONS - BLDG A Drawing Number CAUsers andreas1DocumentsZhowalterMS_mrrent ANDREAS.N1 COPYRIGHT 02018 ROLLUDA ARCHITECTS, INC. B100 - SHARED SPACE NORTH SCALE: 1/4". 1-0" B100 - SHARED SPACE SOUTH SCALE: 114" = 00" B100 SHARED SPACE WEST SCALE 1(4" ° 0 0 O 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 0000 B100 - SHARED SPACE STAIR B2 WEST SCALE. 1/4" = 1,0" B101 - CREATIVE LEARNING LAB EAST SCALE: 1/4". 1-0" ALCOVE BEYOND 4 WOOD BENCH B100 - STAIR B2 NORTH SCALE. 1/4" =1,0" \./ OPEN STAIRWELL B100 - STAIR B2 SOUTH SCALE 1/4"=1,0" 0 0 0 0 0 0 0 0 0 B101 - CREATIVE LEARNING LAB SOUTH SCALE 1/4" WOOD PANEL 0 / ALCOVE BEYOND ALCOVE BEYOND e e 4 $ S 4 $ S S A \ / V 0 0 0 0 0 0 0 0 0 0 0 0 B101 - CREATIVE LEARNING LAB NORTH SCALE:1/4". ('-0" B101 - CREATIVE LEARNING LAB WEST SCALE. 1/4". V-0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 21119 City of Tukwila BUILDING DIVISION RECOVER CITY OF TUKWILA NW 02 2018 PERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 (/) 0 Z I— 0 E 51= , a (J) v) a _1 a 0 O z O HO O „ < N < —J Z Ca 0 a 0 F- C./) 1— W CO QD I— ;3 CO CI, < Co CO w 0 REVISION DATE Design: Drawn: Checked: Project No. Designer Author Checker 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title INTERIOR ELEVATIONS - BLDG B Drawing Number A8.21 S_current mark@rolludearchlt.ts.corrtryt 9 5 COPYRIGHT 0 2018 ROLLUDA ARCHITECTS, INC. B100A - VEST NORTH SCALE: 114" =1-0" B100A - VEST SOUTH SCALE: 114" =1'-0" B102 - SCIENCE LAB NORTH SCALE: lI4" = P-0" f f B102 - SCIENCE LAB SOUTH SCALE: 1l4" =1-0" B104 - SCIENCE LAB NORTH SCALE: 114" = T-0" f 1. B104 - SCIENCE LAB SOUTH 0 TB PTD TB PTD TB 1 B102 -SCIENCE LAB EAST SCALE: 1/4" =1'-0" TB PTD TB PTD TB B102 - SCIENCE LAB WEST SCALE: 114" = 1'-0" TB TB P PTD TB PTD B104 - SCIENCE LAB EAST SCALE: 1/4" = P-0" B104 - SCIENCE LAB WEST M REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF T UKWILA NUV 02 2018 rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 J U) Oz U 00 = 1= J O 0 O 0 z O HO o W Q N Q O a I- vi 2 REVISION DATE Design: Designer Drawn: Author Checked: Checker Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title INTERIOR ELEVATIONS - BLDG B Drawing Number A8.22 SCALE: 1/4" =1'-0" SCALE 1/4" = PERMIT CENTER rolluda architects / / / / B106 - TEACHER PREP NORTH SCALE 1/4" =1,0" ,f 1 , f B106 - TEACHER PREP EAST SCALE: 1/4"=1,0" WB B108 - SCIENCE LAB NORTH SCALE 1/4". I-0" / / / / co B106 - TEACHER PREP SOUTH SCALE. 114" =1L0" PTD TB PTD:____ TB TB B108 - SCIENCE LAB EAST SCALE 1/4"=1'-0" 0 .TB B108 - SCIENCE LAB WEST SCALE 1/4" =1,0" TB TB 1 T" B109 - MUSIC STUDIO NORTH SCALE: 1/4" =1%0" B109 - MUSIC ROOM SOUTH . . . B106 - TEACHER PREP WEST SCALE 114".1,0" Cs, f 11 r > X 0 X 0 X B108 - SCIENCE LAB SOUTH SCALE 1/4". 1*-0" co REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION X / / / / / • RECEIVED CITY OF TUKWILA NuV 02 2018 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com CO 0 Z LJ 0 7. U) —I Qc) 0 0 Z 0 0 c.)LL „ < (i) N — < —3 Z < 0 ,...,- (1) 2 REVISION DATE Design: Drawn: Checked: Project No. Issuance Designer Author Checker 331-17-01 PERMIT SET Date: Drawing Title 10-17-2018 INTERIOR ELEVATIONS - BLDG B Drawing Number A8.23 CAUserskmarktDocuments \ ShowaltarMScumentmark©rolludaarchil B109 - MUSIC ROOM EAST SCALE. 114" =1,0" SCALE: 1/4" =1,0" B109 - MUSIC ROOM WEST SCALE: 1/4" =1,0" • B200 - SHARED SPACE WEST SCALE: 1/4"=1,0" B200 - SHARED SPACE NORTH SCALE 1/4"=1,0" ,` • B200 - SHARED SPACE SOUTH SCALE: 114" =1,0" L ramissums2 7 -7 B200 - SHARED SPACE STAIR B1 NORTH 1 1 B200 - SHARED SPACE STAIR B1 EAST - ' - B200 - SHARED SPACE / STAIR B2 WEST RECER ED CITY OF TUKWILA NUV 02 2013 rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com _1 CO 0 Z 0 E 1= u, (/) a 1±1 < _I °6 O 0 Z 0 O , < CO Z < C/)Q) LLI 71` 0 a 0 § (C' w I— (1) 0 u) - 1— E1 I -I -I —J L11 0 F 0 CD 0 F-. "cr 0 co • c) cri c7;coo • cN. 9 0 co > CO 0 co 0) — (NI C \I X REVISION DATE Design: Design: Designer Drawn: Author Checked: Checker Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title INTERIOR ELEVATIONS - BLDG B Drawing Number 10/26/2018 12:4422 PM SCALE: 1/4" =1,0" SCALE 1/4"=1,0" SCALE 1/4" =1,0" PERMIT CENTER i rolluda architects 0 0 0 C B201 - MATH CLASSROOM NORTH SCALE 114"=1'-0" m B201- MATH CLASSROOM WEST SCALE 114" = i'-0" 0 0 0 0 0 0 0 0 0 B202 - MATH CLASSROOM SOUTH SCALE 114"=1'-0" B204 - MATH CLASSROOM EAST SCALE 1/4"=1'-0" WB WB 0 0 . 0 0 0 B201 - MATH CLASSROOM EAST SCALE 114" = 1'-0" B202 - MATH CLASSROOM NORTH SCALE. 1/4" =1'-0" B202 - MATH CLASSROOM WEST SCALE: 114" =1'-0" B204 - MATH CLASSROOM SOUTH SCALE 114"=1'-0" B201 - MATH CLASSROOM SOUTH SCALE: 1/4" =1'-0" B202 - MATH CLASSROOM EAST SCALE. 1t4" =1'-0" m B204 - MATH CLASSROOM NORTH SCALE 1/4" =1'-0" B204 - MATH CLASSROOM WEST SCALE: 1/4" =1'-0" �EViE4cVED,F4)R-' CODE..POjMPiLJANCE P.• c;t a T kwvii� BUILDING DIVIs1ON» RECEIVED CITY OF Tt1KWILA IutuV 02 2018 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 J(/) 000 = El0 (f) 0 o J J Q °v O Qz O • NTO W <( <JZ <c W 0° REVISION DATE Design: Designer Drawn: Author Checked: Checker Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title INTERIOR ELEVATIONS - BLDG B Drawing Number A8.25 0 @2018 ROLLUDAA 0` B206 - MATH CLASSROOM NORTH SCALE 1/4". 1-0" B206 - MATH CLASSROOM WEST SCALE 1/4". V-0" 0 0 0 0 0 0 B208 - MATH CLASSROOM SOUTH SCALE 1/4" = 1-0" B209 - ART ROOM EAST SCALE. 1/4. V-0" A v B206 - MATH CLASSROOM EAST SCALE. 1/4". 1-0" B208 - MATH CLASSROOM NORTH SCALE: 1/4" 0 0 0 0 0 0 0 0 0 B208 - MATH CLASSROOM WEST SCALE: 1/4". 1-0" WB B209 - ART ROOM SOUTH SCALE 1/4.1-0" WB 0 B204 -MATH CLASSROOM SOUTH SCALE: 114" B208 - MATH CLASSROOM EAST SCALE: 114". 1-0" 0 / 0 0 0 0 0 0 0 0 0 0 • - • B209 - ART ROOM NORTH SCALE 1/4". V-0" B209 - ART ROOM WEST(S SCALE 114 .1 0 REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION 0 0 0 0 0 0 0 0 IIEChIVEll CITY OF TUKWILA NuV 02 2010 PERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com u) 0 z I- 0 0 0 _ E , 0 1±11 < a 06 O a z O Q - • „ < N < Z < 0 ,S) REVISION DATE Design: Drawn: Checked: Project No. Designer Author Checker 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title INTERIOR ELEVATIONS - BLDG B Drawing Number A8.26 \ Users1matiMocumentslShowaiterMS_eurrentmark@rolludearchitects.com.rvt 10/2612018 12:4434 PM COPYRIGHT 2018 ROLLUDA A VARIES PER ELEV. 30" rolluda architects ErN t‘i a: MIRROR 0 • Z CN MIRROR 40" MAX 12" MAX 42" MIRROR W.C. 36" URINAL (UR) SINK (ADA) 14 1/2"1, 2 •cr z 0 0 WASTE RECEPTACLE (WR) TOILET PAPER DISPENSER (TPD) co PAPER TOWEL DISPENSER (PTD) SOAP DISPENSER (SD) 0 SEAT COVER DISPENSER (SCD) CI DRINKING FOUNTAIN /BOTTLE FILLER (DF) MIRROR LAVATORY VERTICAL/HORIZONTAL GRAB BARS (GB) 4. CHALKBOARD (CB) WHITE BOARD (WB) TACK BOARD (TB) REAR HORIZONTAL GRAB BARS (GB) CLOSET ROD & SHELF (R+S) ABBREVIATIONS - W.C. ACCESSORIES ACC. C.H. CNTR. C.T. D.D. D.R. F.D. FUS G.B. LAV. ACCESSIBLE COAT HOOK COUNTER CERAMIC TILE DIAPER DISPENSER DIAPER RECEPTACLE FLOOR DRAIN FOLDING UTILITY SHELF GRAB BAR LAVATORY P.T.D. PTN. S. C. D. S.D. S.N.D. S.N.V. T.P.D. W.R. PTD/WR SMTPD SANITARY DISPOSAL (SND) co PAPER TOWER DISPENSER PARTITION SEAT COVER DISPENSER SOAP DISPENSER SANITARY NAPKIN DISPOSAL SANITARY NAPKIN VENDOR TOILET PAPER DISPENSER WASTE RECEPTACLE PAPER TOWER DISPENSER / WASTE RECEPTICLE SURFACE MTD. TOILET PAPER DISPENSER z WAINSCOT (WSCT) FIRE EXTINGUISHER CABINET (FEC) FIRE EXTINGUISHER (FE) SIGNAGE / \L. PAPER TOWEL DISPENSER / WASTER RECEPTACLE - RECESSED LATCH SIDE cc, PAPER TOWEL DISPENSER - SURFACE MOUNTED EXCEPT AS NOTED WASTE RECEPTACLE - RECESSED COUNTER TOP CO • PAPER TOWEL DISPENSER - RECESSED SANITARY NAPKIN/TAMPON DISPENSER -RECESSED (SNTD) SINK (ADA) REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF T(JKWILA NuV 02 2018 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 Alex E. TATE OF SHINGTON u) o z • o _o cE 1= (i) E 1±11 __I 0 O a Z O FL- O (/) N F— uJ < Z < • LLJ 0 a 0 0 REVISION DATE Design: SN Drawn: AS Checked: AC Project No. 331-17-01 Issuance DESIGN REVIEW / CUP Date: 10-17-2018 Drawing Title TYPICAL MOUNTING HEIGHTS Drawing Number SUPPORT STL BEAM SEE STRUCTURAL ISOLATION MATERIAL BASE PLATE ALIGNED WITH BOTTOM OF BEAM & SLOPE DIM. POINT SEE Oft ELEVATION III SST FASTENER HSS COLUMN PER STRUCTURAL BEYOND SHOWN DASHED MTL PANEL KNIFE BLADE MOUNTING BRACKET HEAD CONDITION AT BEAM SCALE: 3" =1'-0" 1/4" PLATE (KNIFE BLADE) TYP. MTL PANEL 3/16" THK NEOPRENE SPACER, TYP. SST THRU BOLT & WASHER BASE PLATE W/ KNIFE BLADE BRACKET AT INTERMEDIATE PANEL JOINTS VERTICAL SUPPORT DETAIL SCALE: 3". 1'-0" STEEL STRUCTURE MTL PANEL W/ SUPPORT PER MFR SLOTTED HOLE IN WT FOR MOVEMENT PER MFR EMBEDDED PLATE DMP-6A @ LANDING/STAIR - SILL SECTION SCALE: 3". T-0" EMBEDDED PLATE 1/4" THICK STL BRACKET MTL PANEL EXTERIOR WALL ASSEMBLY PANEL CONNECTION HORIZONTAL SUPPORT STRUCTURE METAL SCREENING EDGE OF CONCRETE 1 6" 1 4" COVERED BRIDGE SCREENING CORNER SCALE EXTERIOR WALL ASSEMBLY PANEL CONNECTION HORIZONTAL SUPPORT STRUCTURE METAL SCREENING EDGE OF CONCRETE 6" 4" COVERED WALKWAY SCREENING CORNER SCALE: 3". 1-0" EDGE OF CONCRETE METAL SCREENING 1/4" THICK BRACKET EMBEDDED PLATE STEEL STRUCTURE PANEL CONNECTION HORIZONTAL SUPPORT STRUCTURE EDGE OF CONCRETE EXPANSION JOINT METAL SCREENING CORNER PANEL CONNECTION EXISTING BUILDING CORNER I I I I I I I I I I I I I I I I COVERED BRIDGE SCREENING / EXPANSION JOINT SCALE: 3". I-0" PANEL CONNECTION HORIZONTAL SUPPORT STRUCTURE EDGE OF CONCRETE METAL SCREENING AND SUPPORT STRUCTURE CORNER PANEL CONNECTION EXISTING BUILDING CORNER R 01 COVERED WALKWAY SCREENING @ EXISTING BLDG SCALE: 3" =1'-0" TAMPER PROOF FASTENERS ISOLATION MATERIAL @ DISSIMILAR METALS EMBED PLATE BELOW 1/4" THICK PLATE FOR MTL PANEL SUPPORT CONCRETE CURB BELOW MTL PANEL 1- z EDGE OF CONCRETE (air4 z 0 C z a X N__ w 112" X 2" PARALLEL PLATE STEEL BALUSTER, TYP. CONT. ATTACHMENT CHANNEL CONT. RAIL ABOVE COVERED BRIDGE GUARDRAIL / EXPANSION JOINT SCALE: 3". V-0" 62 EDGE OF SLAB COVERED WALKWAY SLAB ON GRADE SCALE: 3" =1'-0" 6" MTL PANEL W/ SUPPORT PER MFR ST F OWINED FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA rofluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 0) z ✓ 000 FE = 0 o J Q O oz O 0 I I- • IJL W J Z --IQ� • W Oa Cn 2 REVISION DATE Design: Designer Drawn: Author Checked: Checker Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title DETAILS SITE Drawing Number A9.02 MTL PANEL @ CURB - PLAN SCALE: 3". V-0° COLUMN DETAIL SCALE: 3" =1-0" MTL PANEL CONNECTION SCALE: 6". 1,0" MTL PANEL @ HORIZONTAL SUPPORT NUV 02 2018 SCALE: 3"=1'-0" PERMIT CENTER ROOF ASSEMBLY TYPE R-3 CONT. PERF MTL VENT STRIP 4" MTL STUD FRAMING @ 24" 0.C. 1x6 WD SIDING OVER 1" MTL HAT CHANNEL © 24" 0.C. SEALANT 1111111111W1M111,7111111111WIIIIIMUNIIIM IL ... ........, , FIBER CEMENT PANEL OVER MTL FURRING WRB EXT WALL ASSEMBLY TYPE 22 EXT WALL @ GABLE SOFFIT SCALE: 1 1/2" " 1-0" EXT WALL ASSEMBLY TYPE 22 FIBER CEMENT PANEL OVER VERT MTL FURRING WRB (GRID) WIDTH VAR IGRIDI WIDTH VARIES SEE A3.23 EXT WALL @ CORNER FCP SIDING SCALE 11/2""V-0" '1/4" ROOF ASSEMBLY TYPE R-3 CONT. PERF MTL VENT STRIP 4" MTL STUD FRAMING @ 24" 0.C. 1x6 WD SIDING OVER 1" MTL HAT CHANNEL @ 24" 0.C. T.O. STL SEALANT FIBER CEMENT PANEL OVER MTL FURRING WRB EXT WALL ASSEMBLY TYPE 22 EXT WALL @ EAVE SOFFIT SCALE: 1 12" " 1'-0" EXT WALL ASSEMBLY TYPE 22 FLOOR ASSEMBLY TYPE F 2 T.O. 2ND FLR FOAM FILL FIRESTOP FIBER CEMENT PANEL OVER VERT MTL FURRING WRB EXT WAL TYPE 22 STL COLT OCCURS FIBER CE OVER VE WRB !GRID) irleftwiti r'' 41FAIII1 :i '�_ EI FAd IIF III r.._-- EXT WALL @ 2ND FLOOR SCALE: 1 112° " 0-0" )GRID) L /AJOCIVIDL 1 IL IL CIE It., Immilmin JMN WHERE SEE STRUCT 0 2 o a SEE A3.23 I MENT PANEL RT MTL FURRING f EXT WALL @ FCP SIDING SCALE: 1 112" = 1'-0" EXT WALL ASSEMBLY TYPE 22 FLOOR ASSEMBLY TYPE F-1 FIBER CEMENT PANEL OVER VERT MTL FURRING WRB CONT PERF MTL 'Z' CLOSURE TRIM T.O. 2ND FLR MTL DRIP FLASHING 1/4" PROTECTION BOARD OVER RIGID INSUL 4" DIA FDN DRAIN, SEE CIVIL SL III I EXT WALL BASE @ FCP SIDING MTL J-TRIM WI HEMMED EDGE SEALANT & BACKER ROD DIM PT EXT WALL ASSEMBLY TYPE 24 1x6 WD BOARD SIDING WRB EXT WALL ASSEMBLY TYPE 22 (SIM) EXT WALL ASSEMBLY TYPE 21 MTL PANEL MTL CORNER _ TRIM EXT WALL @ WEST WING WALL SCALE: 1 1/2" = V-0" EXT WALL ASSEMBLY TYPE 21 EXT WALL ASSEMBLY TYPE 22 FIBER CEMENT PANEL SEALANT & BACKER ROD 1x6 WD BOARD SIDING OVER VERT MTL FURRING WRB EXT WALL ASSEMBLY TYPE 24 DIM PT SEALANT & BACKER ROD MTL J-TRIM W/ HEMMED EDGE EXT G TYPE 1x6 BOAR WRB 3 1/2"— I 8 3/4" EXT WALL @ EAST WING WALL SCALE: 1 112° " 1'-0" T PANEL PALL AJJI_MCLY 1� WD v 24 / • I D SIDING CONT PERF MTL 'Z' CLOSURE TRIM CONC PAVING, SEE CIVIL MTL DRIP FLASHING W/ HEMMED EDGE 1/4" PROTECTION BOARD OVER RIGID INSUL 4" DIA FDN DRAIN, SEE CIVIL EXT WALL BASE @ WING WALL IGRIDI 4" EXT WALL @ CORNER MWP EXT WALL ASSEMBLY TYPE 21 METAL WALL PANEL WRB SCALE: 1 1/2""1'-0" (GRID) EXT WALL ASSEMBLY TYPE 21 METAL WED FOR MPLIANCE APPROVED — APR 25 2019 City of Tukwila BUILDING DIVISION WALL PANEL WRB 'Z' SPACER OVER MTL SUPPORT PLATE EXT WALL BASE @ MWP SIDING rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com Alex:IRo •a TATE OF WASHINGTON REVISION DATE Design: Drawn: Checked: Project No. Issuance SN AS SN 331-17-01 PERMIT SET Date: 10-17-2018 Drawing Title DETAILS EXTERIOR WALLS - BLDG B Drawing Number RECEIVED ;LTY OF T'UKWILA NuV 02 2018 PERMIT CENTER G SCALE: 1 1/2' " V-0' SCALE: 1112'=1'-0" - SCALE: 11/2""1'-0" rolluda architects ROOF MEMBRANE ROOF MEMBRANE /71 WST WALL SECTION AT ROO SCAL : 11/2 1'-0' CEILING EXTERIOR WALL, SEE PLAN ROOF BEYOND EXISTING ROOF FRAMING PACTH TO MATCH EXISTING EXISTING GLU-LAM BEAM, SUPPORT DURING CONSTRUCTION ROOF MEMBRANE ---- ROOF TYPE SEE PLAN ROOF FRAMING SEE STRUCTURAL CEILING TILE WALL TYPE 29 BLDG C- ROOF OVERHANG SCALE: 1 112" =1-0" DRIP FLASHING FLASHING MEMBRANE FLOOR @ (E) GYM SCALE: 1 117' =1'-0" • 4 REMOVE (E) WALL & FOOTING WALL BEYOND COLUMN BEYOND, SEE STRUCT. ALUMINUM COVER PLATE (E) WOOD GYM FLOOR SYSTEM (E) CONC. SLAB (E) FOOTING GYM SHEET FLOORCOVERING LONG SLAB, SEE STRUCT (E) WALL: • STUCCO • CONCRETE • CLAY TILE • MTL STUDS & GWB (E) WINDOW BEYOND DRIP FLASHING, PATCH STUCCO MEMBRANE FLASHING ROOF MEMBRANE T.O. PARAPET - ilk COMMONS ADDITION 303.68' ROOF SYSTEM SEE A6.01 REMOVE (E) STUCCO CONC. WALL BEOND, SEE STRUCT STL CHANNEL, SEE STRUCT. TYP STL PL, SEE STRUCT • TSTL BEAM, SEE STRUCT HUUI I I V IN 301.16' ACT CEILING 3-1/2" MTL STUDS @ 16: OC GWB 5/8"-X 2'-4" SECTION @ OPENING (E) COMMONS WALL - ROOF SCALE: 1 10 =1'-0" ST. STL. CORNER GUARD, TYP LINE OF WALL �\ FLOOR BASE AS SCHEDULED REMOVE (E) FNDN WALL FOR VCT FLOORCOVERING VCT FLOORCOVERING T.O. (E) FIN. FLR. - ilk BLDG A COMMONS W. 283.51' CONC. SLAB SEE STRUCT (E) FNDN AND SLAB SECTION @ COMMONS WALL OPENING - FLOOR SCALE: 1 1/2" =1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA Nov 02 2018 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com REVISION DATE Design: Designer Drawn: Author Checked: Checker Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title DETAILS EXTERIOR WALLS - BLDG C + A Drawing Number 9 WALL AS SCHEDULED If SEALANT & BACKER ROD, TYP HM FRAME DOUBLE STUD @ JAMB DOOR AS SCHEDULED SHIM STL ANGLE 3-1/2 X 3-1/2 WELD CORNERS HM HEAD/JAMB SIM. @ GYM SCALE: 3". V-0" HM FRAME BEYOND GLAZING PER SCHEDULE REMOVEABLE STOP NEOPRENE SETTING BLOCKS HM HEADER HM FRAME BEYOND HM DOOR PER SCHEDULE DOOR HEAD WINDOW SCALE: 3" = 1-0" SEE SCHEDULE WALL AS SCHEDULED HM FRAME EXTEND GYP BOARD INTO FRAME 5;8" MIN DOUBLE #16 GA. STL STUD AT JAMB HM DOOR HEAD/JAMB - SIM. SCALE: 3". 1-0" WALL AS SCHEDULED 1/2" If-- r-- WALL AS SCHEDULED SEALANT & BACK ROD DRIP FLASHING FLEXIBLE FLASHING MEMBRANE HM FRAME DOOR AS SCHEDULED HM DOOR HEAD/JAMB-COMMONS SCALE: 3". 1-0" WALL AS SCHEDULED DOOR AS SCHEDULED HM FRAME WALKWAY THRESHOLD (ADA) SET IN SEALANT PATCH & LEVEL FLOOR FIN. FLOOR EXTERIOR HM JAMB/THRESHOLD 8" SCALE: 3". 1-0" WALL AS SCHEDULED \/\ Th L 11 FLEXIBLE FLASHING MEMBRANE BUILDING PAPER METAL DRIP FLASHING HM FRAME DOOR AS SCHEDULED EXTERIOR HD JAMB SIM @ COMMONS SCALE: 3" = 1-0" (E) WALL, V.I.F. STUCCO, MATCH (E) PLY, MATCH (E) BLOCKING, TYP. HM DOOR JAMB SCALE: 3". 1-0" SEALANT DOUBLE STUDS P.C. STUCCO 1/2" SHEATHING HM FRAME SHIM 5/8" GYP. BD RETURN SEALANT BACKER ROD, TYP. FLEX. FLASHING MEMBRANE HM FRAME DOOR WALL AS SCHEDULED 2 1/4" /2" DRIP LIP • LO • , EXTERIOR HM JAMB. SCALE: 3" = 1-0" SEALANT DOOR AS SCHEDULED - (E) WALL, V.I.F. BLOCKING, TYP. 5/8" GWB.X - FLUSH TO (E) 2XWOOD STUD, MATCH (E) 2X8 WOOD HDR, TYP. RIGID INSULATION PLY, MATCH (E) STUCCO, MATCH (E) SHIM SEALANT BACKER ROD, TYP. INSULATED HM FRAME JAMB BEYOND REMOVE (E) WINDOW WALL SHT MTL DRIP DOOR AS SCHEDULED HEADER SCALE: 3" .1-0" INS. HM FRAME — SEALANT & BACKER ROD, TYP. — REPAIR STUCCO, MATCH (E) — PLY, MATCH (E) HM JAMB HEAD SIM SCALE: 3". I-0" BLOCKING RAIL BELOW (E) WALL 2X, MATCH (E) RIGID INS. (E) WALL REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NuV 02 2013 PERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com U) 0 Z I— 0 0 0 E t= vi 0 0 06 0 a z 0 o FL: 0 rt u) N < Z 0 a 0 F- CO 1— ci) LLJ 0 o ix (.0 CID 6 F ;c"0 -a o co 0, 0) 0? 0 < 0 0 0 0) 00 `c-ci g -§ n D LL1 -- -r—HLL — REVISION DATE Design: SN Drawn: AS Checked: SN Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title DETAILS EXTERIOR DOORS & WINDOWS Drawing Number 0 0 1 COPYRIGHT 2018 ROLLUDA ARCHITECTS, INC. rollu architecture 105 p. 206.624.4222 mail@rolludaarchitects.com BB S. Main architects planning interior St. Seattle, f. 206.624.4226 WA design 98104 SOFFIT WHERE SHOWN ON PLAN - 11111 ,--- WALL TYPE AS SCHEDULED IliPl GLAZING AS SCHEDULED _ _ GWB W/ J-TRIM _ _r=----.� ri =I �Ili l 431$ CANOPY 'e �' u ROD & SEALANT , �, BACKER ROD &SEALANT Ill 'Two J AL FRAME GLAZED ALUMINUM ALUM. STOREFRONT FRAME ALUM. STOREFRONT FRAME szso RE ER Alex R a TATE OF WASHINGTON FRAME GLAZING — GLAZING AS SCHEDULED DOOR AS SCHEDULED 9 DOOR HEADER AT SOFFIT DP STOREFRONT HEADER AT TRANSOM 1 STOREFRONT HEADER SCALE 3" =1'-0" SCALE: 3" =1'-0" SCALE: 3" =1-0" DBLE. METAL STUDS — GLAZING AS SCHEDULED ROD & SEALANT GLAZING AS SCHEDULED O z U O O_ Z I — LE. 0 ~ CO❑ (n ❑ _ W ❑ —I Q O z O—O H U UW<t W NW m 1—N o III m coCO w —1 <rv= Q V = m a, o W t;" co v rn a' m Soo Y - - �y' `�, - Y O 0 ❑= 0 co W 6. Y o Y _i ~ 4~ ° ~ .4. ~ _I LL G ;: • SEE A601 ALUM STOREFRONT h DOOR STOP SHIM ALUMINUM DOOR AS SCHEDULED STOREFRONT FRAME THRESHOLD BEYOND LYA4RIES SEE WALL TYPES DOOR AS SCHEDULED FOR WALL THICKNESS — ALUM. STOREFRONT FRAME GLAZING AS SCHEDULED STOREFRONT DOOR HEADER STOREFRONT JAMB DOOR/WINDOW JAMB 10 SCALE: 3" = P-0" SCALE: 3" =1'-0" SCALE: 3" = i'-0" -� JAMB BEYOND GLAZING AS SCHEDULED — GLAZING AS SCHEDULED ALUM. STORE FRONT FRAME SETTING BLOCK ALUM. STOREFRONT FRAMEvi M _ ,; CHAMFERED CONC.CURB�_ PM ALUM. STOREFRONT FRAME MI a $_ BASE AS SCHEDULED 1 •. . REVISION DATE �I�i � �l�1� S.O.G. GLAZING °d. DOOR AS SCHEDULED .-. �4 REV i CODE WED FOR OMPUANCE A APR ROVED 2 5 281g Design: SN Drawn: AS Checked: SN Project No. 331-17-01 STOREFRONT DOOR JAMB HORIZONTAL MULLION CURB @ VESTIBULE - City 1 SCALE: 3"=1-0" % SCALE: 3"=1'-0" SCALE: 3"=1'-0" of Tukwila BUILDING DIVISION — CURB BEYOND CURB BEYOND GLAZING AS SCHEDULED Issuance PERMIT SET Date: 10-17-2018 GLAZING AS SCHEDULED / ALUM. STORE FRONT FRAME DOOR ALUM. STORE FRONT FRAME / q SHIM Drawing Title DETAILS EXTERIOR W n• N b RECEIVED .i'Y OF TUKWILA �uv 02 2058 Ir ,•ERMIT CENTER FINISHED FLOOR J. MOLDING 2" • , 2 1/4" (4) STUDS @ JAMB WALL TYPE SEE SCHEDUL STOREFRONT DOOR THRESHOLD 8 WINDOW SILL4 WINDOW JAMB/HEAD SIM. 0 SCALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0° 818ROLLUDA ARCHITECTS, INC (GRID CURTAIN WAL JAMB @ WEST WING WAL SCALE: 3" =1'-0" VERTICAL WINDOW AS SCHEDULED VERTICAL 6" HORIZONTAL WINDOW AS SCHEDULED WINDOW MULLION, TYP SCALE: 3" =1'-0" WRB FIBER CEMENT PANEL OVER VERT MTL FURRING MTL JAMB TRIM W/ HEMMED EDGE SEALANT & BACKER ROD WINDOW AS SCHEDULED WINDOW SHIM CAULK EXT WALL ASSEMBLY TYPE 22 CURTAIN WALL JAMB TYP SCALE: 3" =1'-0" FIBER CEMENT PANEL OVER VERT MTL FURRING WRB MTL SUPPORT BRACKET DIM PT METAL DRIP FLASHING CURTAIN WALL HEADER SCALE: 3" =1'-0" MTL SILL FLASHING DIM PT Sr - EXT WALL ASSEMBLY TYPE 22 WINDOW SHIM SEALANT & BACKER ROD CAULK WINDOW AS SCHEDULED WINDOW AS SCHEDULED SEALANT & BACKER ROD WINDOW SHIM CAULK FIBER CEMENT PANEL OVER —° MTL FURRING WRB / HORIZONTAL WINDOW MULLION, TYP SCALE: 3". V-0" WINDOW AS SCHEDULED WINDOW AS SCHEDULED METAL WALL PANEL MTL TRIM FLASHING WRB SEALANT & BACKER ROD WINDOW SHIM WINDOW AS SCHEDULED CAULK EXT WALL ASSEMBLY TYPE 21 WINDOW JAMB @ MWP SIDING SCALE: 3" =1'-0' METAL WALL PANEL 'Z' SPACER OVER MTL SUPPORT PLATE METAL DRIP FLASHING EXT WALL ASSEMBLY TYPE 21 WINDOW SHIM SEALANT & BACKER ROD CAULK WINDOW AS SCHEDULED WINDOW HEADER @ MWP SIDING SCALE: 3" =1-0" MTL SILL FLASHING DIM PT METAL WALL PANEL WRB EXT WALL ASSEMBLY TYPE 21 WINDOW AS SCHEDULED SEALANT & BACKER ROD WINDOW SHIM CAULK EXT WALL ASSEMBLY TYPE 21 SEALANT & BACKER ROD WINDOW CORNER, TYP SCALE: 3". T-0" METAL COLUMN COVER WRB 1/2" PLYWOOD SHEATING WINDOW SHIM WINDOW AS SCHEDULED WRB FIBER CEMENT PANEL OVER VERT MTL FURRING MTL JAMB TRIM W/ HEMMED EDGE SEALANT & BACKER ROD WINDOW AS SCHEDULED WINDOW SHIM CAULK EXT WALL ASSEMBLY TYPE 22 WINDOW JAMB @ FRP SIDING SCALE: 3" =1'-0" FIBER CEMENT PANEL OVER VERT MTL FURRING WRB MTL SUPPORT BRACKET DIM PT MTL DRIP FLASHING 0 EXT WALL ASSEMBLY TYPE 22 WINDOW SHIM SEALANT & BACKER ROD CAULK WINDOW AS SCHEDULED WINDOW HEADER @ FRP SIDING SCALE: 3"= MTL SILL FLASHING DIM PT FIBER CEMENT PANEL OVER VERT MTL FURRING WRB WINDOW AS SCHEDULED SEALANT & BACKER ROD WINDOW SHIM CAULK EVIEWED FOR DE COMPLIANCE APPROVED APR 2 5 2019 ity of Tukwila LDING DIVISION EXT WALL ASSEMBLY TYPE 22 RECEIVED CITY OF TUKWIL A rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com J(J) v000 E— (U CO o J Q O Z O -O 2 U < JZ G( 11J 0(m O REVISION DATE Design: SN Drawn: AS Checked: SN Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title DETAILS EXTERIOR WINDOWS Drawing Number 11 CURTAIN WALL SILL, TYP SCALE: 3" =1'-0' WINDOW SILL @ MWP SIDING SCALE: 3" =1'-0" WINDOW SILL @ FRP SIDING Nov 02 2018 SCALE: 3" =1'-0" PERMIT CENTEF SNAP -ON COPING CAP CLEAT 12" WIDE FLASHING MEMBRANE, WRAP PARAPET DECORATIVE PLASTER TRIM, SEE EXTERIOR ELEV FOR LOC & QUANTITY ROOFING ATTACHMENT HOT-AIR WELD ROOFING FLASHING ROOFING MEMBRANE ROOF TYPE SEE PLAN STRUCTURAL DECK VAPOR RETARDER PARAPET AT COMMONS SCALE: 11/2" .1.0" SNAP -ON COPING CAP SEE PARAPET DETAIL HOT-AIR WELD FASTENERS MEMBRANE FLASHING ROOFING MEMBRANE DRAIN STRAINER CLAMPING RING ROOF TYPE PER PLAN DECK CLAMP DRAIN TAPERED EDGE x ROOF DRAIN DRAIN @ PARAPET - COMMONS WEST WALL SCALE: 1 1/2". 1-0" T.O. (E) PARAPET- BLDG A COMMONS 13'-6" .1k COPING CAP CORNICE HOT-AIR WELD FASTENERS MEMBRANE FLASHING MEMBRANE TAPERED EDGE ROOF TYPE, SEE PLAN PARAPET @ COMMONS SCALE: 1 112" 1,0" PLATFORM SURFACE IS TREAD MATERIAL PARAPET + 17" To 11 PARAPET TOP 3" X 1" X 1/8" ALUMINUM TUBE SIDE RAILS BLDG A ROOF TOP ROOF LADDER @ PARAPET SCALE: 11/2" VIF APPROX. 2'-0" COMMONS ROOFTOP SELF ADHERED FLASHING METAL COPING CAP DRIP FLASHING 2X TREATED 5/8" CDX PLYWOOD SELF -ADHERED FLASHING FASTENERS HOT-AIR WELD ROOFING MEMBRANE ROOF TYPE PER PLAN TOP OF ROOF DECK BUILT UP 2X PT CURB. ON TOP OF DECK CURB @ MECH EQPMT - COMMONS SCALE: 11/2". 1-0" SHEET METAL COPING CAP SELF ADHERED FLASHING PT WOOD CURB & BASE SHEET METAL FLASHING MEMBRANE FLASHING HOT-AIR WELD FLASHING ROOF TYPE PER PLAN & SCHEDULE CURB @ EQUIPMENT - COMMONS SCALE: 11/2". 1-0" 1.101111111111111.10 PIPE PENETRATION SEALANT ST. STL HOSE CLAMP FLASHING MEMBRANE FASTENER BASE FLASHING ROOF TYPE PER PLAN VAPOR BARRIER INSULATED CONCRETE (E) OVER METAL ROOF DECK (E) PIPE PENETRATION FLASHING SCALE: 11/2". I-0" PIPE PENETRATION ROOFING MEMBRANE CAP FLASHING MEMBRANE ROOFING FASTENER ROOFING BASE FLASHING, HOT-AIR WELDED ROOF MEMBRANE COVERBOARD INSULATION ROOF DECK, SEE STRUCTURAL VAPOR RETARDER VENT STACK FLASHING PARAPET @ BLDG C SCALE: 11/2" .1,0" S.M. COPING CAP P.T. CAP, SLOPE CMU PARAPET MEMBRANE FLASHING, WRAP PARAPET HOT-AIR WELD PVC MEMBRANE ROOF SYSTEM R-4 STRUCTURAL DECK METAL PIECE AT VOID FLASHING, HOT-AIR WELDED METAL SCUPPER BOX TREATED WOOD NAILER FLASHING STRIP, HOT-AIR WELDED RIGID INSULATION VAROOF MEMBRANE COVER BOARD DETAIL AT SCUPPER BOX SCALE: 1 VT =1,0" ROOF TYPE R-4 FLASHING P.T. WOOD BLOCKING TAMPER -PROOF FASTENER 12 INCHES O.C. HVAC CURB MEMBRANE FLASHING WELD ROOF MEMBRANE COVERBOARD VAPOR RETARDER ROOF TYPE AS INDICATED ON ROOF PLAN CURB FLASHING AT HVAC SCALE: 11/2". 1-0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NuV 02 2018 PERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com REVISION DATE Design: SN Drawn: AS Checked: SN Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title DETAILS ROOF Drawing Number 1 2 5 2 5 5 0 0 10/26/2018 12:45:00 PM ,,,COPYRIGHT @ 2018 SCALE: 11/2" =1,0" 1x6 WD SIDING OVER 1" MTL HAT CHANNEL @ 24" O.C. 4" MTL STUD FRAMING @ 24" O.C. CONT MTL GUTTER MTL DOWNSPOUT MTL FASCIA TRIM SEALANT ROOF ASSEMBLY TYPE R-3 MTL GUTTER @ ROOF EAVE SCALE: 1 1/2".1-0" 1x6 WD SIDING OVER 1" MTL HAT CHANNEL @ 24" O.C. 4" MTL STUD FRAMING @ 24" O.C. MTL GABLE FLASHING MTL FASCIA TRIM SEALANT ROOF ASSEMBLY TYPE R-3 MTL FASCIA @ ROOF GABLE SCALE: 1112" " 1'•0" ROOF ASSEMBLY TYPE R-3 6" "Z" CLOSURE W/ SEALANT AT VERTLEG MTL PEAK FLASHING T.O. ROOF MTL 'J' CHANNEL CLOSURE CONT ICE & WATER SHIELD OVER MTL SUPPORT PLATE MTL WALL PANEL OVER RIGID INSULATION WRB EXT WALL ASSEMBLY TYPE 20 MTL ROOFING @ CLERESTORY SCALE: 1 12" =1'-0" EXT WALL ASSEMBLY TYPE 20 CAULK TERMINAL BAR W/ SEALANT ADHERED PVC FLASHING ROOF ASSEMBLY TYPE R-2 PVC ROOFING @ CLERESTORY SCALE: 1 1/2" .1'-0" 36" X 36" STEEL ROOF HATCH - PAINT TO MATCH FLASHING AT ROOF. BASIS OF DESIGN: BILCO TYPE E INSTALL PER MFR RECOMMENDATIONS 30" MIN CLR 6" MIN CLR • 1- z w w w - 0" O.C. MAX MTL. LADDER 5/8" EXP. BOLTS W/ 4" EMBED INTO (E) CMU WALL, TYP. NOTES: 1. LADDER CONFIGURATION SHALL MEET THE REQUIREMENTS OF IMC SECTION 306.5. 2. LADDER RUNG SPACING TO BE 12" O.C. 3. LADDER DOES NOT EXCEED 30' HIGH. 4. TOE SPACING SHALL BE MINIMUM 6". 5. LADDER TO BE 20" WIDE. 6.LADDER RUNG SHALL BE 3/4" MIN. DIAMETER & HAVE A NON -SLIP FINISH. 7. FROM CENTER LINE OF RUNG TO PERMANENT OBJECT SHALL BE 30" CLEAR. 8. CLEAR LADDER LANDING TO BE 30" X 30". 9. LADDER TO BE CENTERED ON ROOF HATCH. 5/8" EXP. BOLTS W/ 4" EMBED INTO (E) CONC. SLAB ROOF ACCESS LADDER ADHERED PVC FLASHING OVER 1 °' 1/2" PLY SHEATHING ROOF ASSEMBLY TYPE R-2 PVC ROOFING @ PARAPET SCALE: 1 1/2" " ILO" 36" X 36" STEEL ROOF HATCH - PAINT TO MATCH FLASHING AT ROOF. BASIS OF DESIGN: BILCO TYPE E INSTALL PER MFR RECOMMENDATIONS SLOPE PER PLAN NOTE: PAINT HATCH PER HATCH MFR RECOMMENDATIONS, WITH ALKYD BASED ENAMEL FINISH TO MATCH BUILDING METAL FLASHING ROOF ACCESS HATCH SCALE: 1 1/2".1'-0" CONT TAPERED MTL COPING OVER PVC FLASHING DIM PT MTL 'J' CHANNEL CLOSURE MTL WALL PANEL OVER RIGID INSULATION WRB T.O. STL BEAM EXT WALL ASSEMBLY TYPE 22 --- SINGLE PLY PVC ROOFING 1/4" COVER BOARD TAPERED RIGID INSULATION, R-38 MIN L 1/4" ROOF BOARD METAL ROOF DECKING, SEE STRUCT REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NuV 02 2018 PERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com _l fn z • = I- (J.) - o) o Q J < Q O oho • F- • W Q Z OCD REVISION DATE Design: Designer Drawn: Author Checked: Checker Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title DETAILS ROOF - BLDG B Drawing Number 1 8 TO2018 ROLLUDA ARCHITECTS, INC. SCALE: 1 12" = 1'•0" SHT MTL FLASHING HOT AIR WELD ROOF MEMBRANE SLOPED INS. & COVERBOARD METAL DECK, SEE STRUCT HSS 5X5, SEE STRUCTURAL C 7X14.7, SEE STRUCT. SECTION @ CANOPY EDGE SCALE: 1 11T = 1'-0" WALL TYPE PER SCHEDULE DRIP FLASHING ROOF FLASHING FLASHING MEMBRANE & CANT ROOF MEMBRANE HSS 5X5, SEE STRUCTURAL METAL DECK, SEE STRUCT. 3/4" STUCCO REVEAL CANOPY SECTION @ WALL SCALE: 1 1/2" =1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NuV 02 2018 PERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com J V) U p0 = I = � oo U o J � J o O O oZ O HO • LJ. Q <t J Z Q 0CD I-C)2 REVISION DATE Design: SN Drawn: AS Checked: SN Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title DETAILS ROOF - BLDG C Drawing Number . 1 COPYRIGHT 02018 ROLLUD DIM. PT. CONC. FILLED MTL PAN TREAD W/ MTL RISER, TYP. STL. STRINGER STL. PER STRUCTURAL STL. ANGLE STL. ANGLE BETWEEN STRINGERS TYP STAIR TOP @ 2ND FLOOR SCALE: 1112". 1-0" 1 1/4" EDGE OF LANDING CONC. FILLED MTL DECKING CONC. FILLED MTL PAN TREAD W/ MTL RISER, TYP. STL. STRINGER STL. ANGLE STL, LANDING CHANNEL TYP STAIR BOTTOM @ LANDING SCALE: 1112".1-0" CONC. FILLED MTL PAN TREAD W/ MTL RISER, TYP. STL. STRINGER TYP STAIR TREAD/RISER SCALE: 11/2". 1-0" STL. STRINGER CONC. FILLED MTL PAN TREAD W/ MTL RISER, TYP. STL. ANGLE BETWEEN STRINGERS TYP STAIR BOTTOM @±1ST FLOOR SCALE: 11/7= 1-0" INSTALL SHIMS & 3/4" PLY. UNDERLAYMENT FLUSH TO EXIST. REMOVE (E) UNDERLAYMENT (E) JOIST & SUBFLOOR (E) FLOOR 3' - 0" V.I.F. FLOOR REPAIR SCALE: 11/2" =1.-0" TYP GUARDRAIL INFILL PANEL @ STAIR SCALE: 1/2"=1,0" . . ) Zo > ZN 0 0 0 0 0 0 0 0 00 0 0 00 • 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • • 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • 000000000000 0 0 0 0 0 0 0 0 0 0 0 • • 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • 0 • 0 0 • • 0 • 0 0 • 0 • ............. TYP GUARDRAIL INFILL PANEL SCALE: 1/2" =1,0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA hi.”/ 02 2010 PERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 0 Z E 1= - 9 E _, ors 0 a z OHO < Z < Ct 0 a 0 F— CO 2 REVISION DATE Design: SN Drawn: AS Checked: SN Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title DETAILS INTERIOR FLOORS & STAIRS Drawing Number CAUsers mark1Documents{ShowalterNIS_current_mark@rolludaarchitects.com.nrt COPYRIGHT 2018 ROLLUDA ARMTECTS, INC. 18 MTL HANDRAIL RETURN EDGE OF STAIR NOSING HANDRAIL BRACKET ATTACHED TO POST, TY CONT. WD RAIL ABOVE 1/2" X 2" PARALLEL PLATE STEEL BALUSTER, TYP. CONT. ATTACHMENT CHANNEL STAIR STRINGER BELOW WIRE MESH INFILL PANEL TYP POST/HANDRAIL @ STAIR BOTTOM SCALE: 3". 1-0" 3 1/2" CONT. WD CAP 1/4" RADIUS 1/4" X 2" CONT. BAR WELD TO VERTICAL STEEL TUBE STEEL BALUSTER BEYOND, GUARDRAIL WD CAP SCALE: 6". 1-0" EQ EQ 3" -VARIES @ TREADS --- STAIR T.O. LANDING e? TYP POST BASE @ STAIR SCALE: 3". 1-0" STAIR STRINGER STAIR NOSING TYP. POSTIHANDRAIL @ STAIR LANDING SCALE: 3" =1.-0" CONT. WD CAP 1/4" RADIUS 1/4" X 2" CONT. BAR WELD TO VERTICAL STEEL TUBE - STEEL BALUSTER BEYOND PLATE STEEL HANDRAIL BALLUSTER MESH ATTACHMENT CHANNEL TOPPING SLAB STRUCTURAL SLAB T.O. 2ND FLR BLD B 296-0" TYP POST BASE @ FLOOR SCALE: 3.. V-0" STEEL ANGLE STAIR NOSING WD RAIL ABOVE MTL HANDRAIL EDGE OF FLOOR POST/HANDRAIL @ STAIR TOP SCALE 3". V-0" CONT. WD RAIL ABOVE MTL HANDRAIL 1' - 0" 1/2" X 2" PARALLEL PLATE STEEL BALUSTER, TYP. STAIR NOSING CONT. ATTACHMENT CHANNEL WIRE MESH INFILL PANEL GUARDRAIL ASSMEBLY BELOW POST/HANDRAIL @ STAIR TOP SCALE: 3"" 1-0" 3 1/2" / EDGE OF FLOOR EDGE OF STRUCTURAL BEAM 4 7 7 1' - 0" WIRE MESH INFILL PANEL STAIR STRINGER BELOW HANDRAIL BRACKET ATTACHED TO POST, TYP. EDGE OF STAIR NOSING POSTIHANDRAIL @ STAIR LANDING SCALE: 3" =1,0" EDGE OF FLOOR POST @ STL COLUMN SCALE: 3".1,0" POST/HANDRAIL @ STAIR TOP SCALE: 3". 0-0" 0 ED STAIR NOSING MTL HANDRAIL L STAIR STRINGER 1ND HANDRAIL CAP ABOVE EDGE OF FLOOR POST/HANDRAIL @ STAIR TOP SCALE: 3" = STAIR NOSING STEPPED HANDRAIL 1/2" X 2" PARALLEL PLATE STEEL BALUSTER, TYP. HANDRAIL BRACKET ATTACHED TO POST, TYP. POST/HANDRAIL @ STAIR LANDING SCALE 3. 1.0" CONT. WD RAIL ABOVE CONT. ATTACHMENT CHANNEL 1/2" X 2" PARALLEL PLATE STEEL BALUSTER, TYP. EDGE OF FLOOR 2" 1/2" X 2" PARALLEL STEEL PLATE BALUSTER, TYP. EDGE OF FLOOR WD HANDRAIL ABOVE TYP POST @ CORNER SCALE: 3"" 1-0" / 7 p 444 / 41 WD HANDRAIL ABOVE EDGE OF FLOOR POST @ CORNER/STL COLUMN SCALE: 3" = I-0" ED V /7 POST @ STL COLUMN SCALE: 3' 1-0" EDGE OF FLOOR REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NuV 02 2018 PERMIT CENTER rolluda archa. ects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 U) 0 Z 01— 0 0 oi - u) co a E w < jQO O z O 0 O LL< (/) N < Z - Ca • 0 ° 0 I- CD 2 REVISION DATE Design: Designer Drawn: Author Checked: Checker Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title DETAILS INTERIOR STAIRS Drawing Number 9.21 \ UserstandreaP6ournentPShowalterMS current ANDREASM 10/29/20181:07:19P01 0 0 5 GWB OR ACT OR W.D. CLOUD METAL STUD HEADER ROD & SEALANT CEILING PER RCP SECURITY WALL FRAME BULLET RESISTANT GLAZING 1" NOMINAL SECURITY WALL HEADER SCALE: 3" =1'-0" 2" B.R. GLAZING 1" NOMINAL REMOVABLE BLOCK 1/4" X 2" STL BAR, TYP. 1/4" LASERCUT MTL 1/2" AIR SPACE 7/16" B.R. PANEL 3/4" PLYWOOD SECURITY WALL MULLION SCALE: 3". P-0" 1/4" LASERCUT MTL 1/2" AIR SPACE 7/16" B.R. PANEL 3/4" PLYWOOD SHIM CONC. FLOOR SECURITY WALL SILL SCALE: 3" =1'-0" Ku.1 I■ WALL AS SCHEDULED ACOUSTIC SEALANT SEALANT & BACKER ROD HM ACOUST. FRAME JAMB BEYOND ACOUST. GASKET & TAPE REMOVEABLE STOP GLAZING, ACOUSTIC STC 52 WINDOW HEAD - ACOUSTIC SCALE: 3" = 1'-0' WALL AS SCHEDULED ACOUSTIC SEALANT SEALANT & BACKER, ROD, TYP. HM ACOUST. FRAME REMOVEABLE STOP ACOUST. GASKET & TAPE GLAZING, ACOUSTIC STC 52 JAMB BEYOND WINDOW JAMB - ACOUSTIC SCALE: 3" =1'-0" INTERIOR INTERIOR DOOR THRESH SCALE: 3""1'-0" JAMB / HEAD SIM SCALE: 3". 1'-0" DOOR AS SCHEDULED DOOR WEATHER- STRIPPING THRESHOLD, SET IN SEALANT GLAZING ALUM. STOREFRONT WALL AS SCHEDULED ACOUSTIC SEALANT SEALANT & BACKER ROD ACOUSTIC SEAL HM ACOUST. FRAME ACOUSTIC GASKET HM ACOUST. JAMB BEYOND DOOR AS SCHEDULED DOOR HEAD - ACOUSTIC SCALE: 3" = 1'-0" III HM JAMB BEYOND DOOR, AS SCHEDULED ACOUSTIC GASKET ACOUSTIC THRESHOLD - MCI STUCCO MATCH (E) FLOOR DOOR THRESHOLD ACOUSTIC SCALE: 3" =1'-0" / (E) WALL, V.I.F. BLOCKING, TYP. 'i f-- 5/8" GWB.X - FLUSH TO (E) BLOCKING, CONT L' 2X8 WOOD HDR, TYP. RIGID INSULATION PLY, MATCH (E) SHT MTL DRIP SHIM SEALANT BACKER ROD, TYP. HM FRAME AS SCHEDULED JAMB BEYOND IL— J REMOVE (E) WINDOW & WALL DOOR AS SCHEDULED HEADER @ 2ND FLR BLDG A SCALE: 3" = 1'-0" STOREFRONT SILL - SP SCALE: 3". V-0" GLAZING AS SCHEDULED ALUMINUM STOREFRONT FRAME SHIM ROD & SEALANT CONC. SLAB 1/2" N M 1/2"--- tV WALL AS SCHEDULED HEADER 1/2" HM FRAME NEOPRENE SETTING BLOCK REMOVEABLE HM STOP GLAZING, AS SCHEDULED HM FRAME BEYOND HM WINDOW HEADIJAMBISILL SCALE: 3" = 1'-0" WALL AS SCHEDULE (1/2" JAMB BEYOND, TYP. LINE OF WALL BEYOND GLAZING, AS SCHEDULED HM FRAME NEOPRENE SETTING BLOCKS HM REMOVEABLE HM STOP, TYP. HM WINDOW MULLION SCALE: 3". 1,0 HM WINDOW SILL SCALE: 3° =1-0" LINE OF WALL BEYOND JAMB BEYOND GLAZING, AS SCHEDULED, TYP. REMOVEABLE HM STOP SHIM SPACE SEALANT + BACKER ROD FIN. FLOOR FRAME BEYOND ALUM. STOREFRONT FRAME GLAZING AS SCHEDULE HORIZONTAL MULLION SP SCALE: 3" =1'-0" WALL AS 1 SCHEDULED 1/2 N n I I I I I I I I 1/2" HEADER HM FRAME JAMB BEYOND DOOR AS SCHEDULED HM DOOR HEAD/JAMB SIM SCALE: 3". I-0" 1/2"-;WALL r-1/2 IAs SCHEDULED �I(u41 HM FRAME BEYOND, TYP. 1/4" GLAZING, TYP., AS SCHEDULED HM FRAME NEOPRENE SETTING BLOCKS DOOR AS SCHEDULED LINE OF WALL BEYOND HM DOORIWINDOW SCALE: 3" =1-0" EXTEND GWB INTO FRAME 5/8" MIN DOUBLE #16 GA. STL STUD AT JAMB GWB WALL AS SCHEDULED CV 3ANCHORS PER JAMB #12 GA. STL FRAME 3/4" HM DOOR HEAD 1 JAMB - SIM. CEILING AS SCHEDULED ALUM. STO REVIEWED FOR CODE COMPLIANCE D & saftSROVED APR 2 5 2019 �.pCityT of Tukwila 'f'JU1t0NG DIVISION RECEIVED CITY OF TUKWILA NuV 02 2010 PERMIT CENTER DOOR HEADER AT SOFFIT SP SCALE: 3" =1'-0" rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 Oz • 00 E mi— E J00 O 0Z O HO W d Q Z Q Oa O I-CO2 REVISION DATE Design: Designer Drawn: Author Checked: Checker Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title DETAILS INTERIOR DOORS & WINDOWS Drawing Number (2) NO. 12 GAGE WIRE HANGERS CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE. (THESE WIRES MAY BE SLACK DETAIL SHOWN IS TYPICAL FOR 2x4 FRAME. M4,tiR 4v/iFR Mq�NR (/4/FR FIXTURE SHALL BE POSITIVELY ATTACHED TO SUSPENDED CEILNG SYSTEM WITH " LONG SELF -TAPPING SCREW OR APPROVED CLIP CAPABLE OF RESISTING 100% OF FIXTURE WEIGHT ACTING IN ANY DIRECTION. (2) PER FIXTURE, ONE AT EACH END. SUPPORT @ SUSPENDED CEILING, TYP SCALE: 118" =1'-0" BRACING @ SUSPENDED CEILING, TYP SCALE: 118" = 1'-0" SECURE ALL HANGERS TO BUILDING STRUCTURE FASTEN TO STRUCTURE W/ 100 # MIN. PULLOUT TYP. TRAPEZE -DUCTWORK AND OTHER LARGE OBSTRUCTIONS COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB ADJUSTABLE LENGHTH COMPRESSION STRUT TO PREVENT VERTICAL MOVEMENT DIAGONAL BRACING WIRES, 12 GAUGE ANCHOR WIRES TO CEILING ABOVE TIGHTEN SECURELY AT EACH END OF WIRE CEILING GRID NOTE: PROVIDE 4 WAY DIAGONAL BRACING AND COMPRESSION STRUT APPROXIMATELY EVERY 12'-0" EACH WAY 4 -12 GAUGE WIRES 90° APART & TIED TO MAIN TEE W/IN 2" OF CROSS TEE. 12'-0" O.C. EACH WAY 6'-0" FROM WALL. EXPOSED CROSS TEE EXPOSED MAIN TEE 00 4 45 4'-0" O.C. STRUT TO STRUCTURE AT 12'-0" EA. WAY, 6'-0" FROM WALL 8" ACOUSTICAL TILE STRUT STABILIZER SHADOW MOULDING FACE OF WALL SEISMIC SUPPORT @ ACOUSTICAL CEILING TILE, TYP SCALE: 1 1/2' = 1'-0' a rfl DIM PT REVIEWED FOR CODE COMPLIANCE APPROVED APR 252019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA ivuV 02 2010 PERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 J U) o = EE co 0) a Q Q o Ooz OHO 1 WL Q Q _I Z I.LI O- �U)2 REVISION DATE Design: Designer Drawn: Author Checked: Checker Project No. 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title DETAILS INTERIOR CEILING Drawing Number 23 rolluda architects 0 0 CASEWORK DETAIL, TYP UPPER CABINETS OR ADJUSTABLE SHELVES. WHERE INDICATED, SEE ELEVATIONS ADJ. SHELF. PROVIDE (1) FOR CAB. LESS THAN 2'-0" HIGH; (2) FOR CAB. 2'-0" TO 2-10"; (3) FOR CAB. 3'-0" OR GREATER. P. LAM ALL EXPOSED SURFACES - TYP. @ ALL UPPER AND LOWER UNITS 8" P. LAM BACKSPLASH, TYPCAL COUNTERTOP W/ 1 1/2" P. LAM SELF EDGE DRAWER WHERE INDICATED, SEE ELEVATIONS. P. LAM, TYP. PER SPEC. P. LAM ADJ. SHELF P. LAM, TYP. PER SPEC. BASE AS SCHEDULED SCALE: 11/2",-• 1-0" 0 6.1 XI I X V \ re) ZNI 11" CASEWORK @ ADA SINK SCALE: 11/2”.1-0" 8" P. LAM BACKSPLASH, TYPCAL COUNTERTOP W/ 1 1/2" P. LAM SELF EDGE P. LAM PANEL KNEE CLEARANCE REMOVE SHELF & BASE AS REQUIRE REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NuV 02 2018 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 6250 _a co o z H o 0 o _ E" 5 1= , a L2:11 < a o a z O Q O LL CO N < Z =<Q rThLLI Io 0 — U) 2 REVISION DATE Design: SN Drawn: AS Checked: SN Project No, 331-17-01 Issuance PERMIT SET Date: 10-17-2018 Drawing Title DETAILS INTERIOR CASEWORK IterMS currentANDREAS.rvl 52 Drawing Number GENERAL STRUCTURAL NOTES GENERAL GEOTECHNICAL roiluda architects ATRI ir__TU 4 n 4MI 5 SHALL BE USED N CONJUNCTION WITH ARCHITECTURAL DRAWINGS AND ALL OTHER CONTRACT DOCUMENTS FOR BIDING AND CONSTRUCTION. CONTRACTOR 5HALL VERIFY DIMENSIONS AND CONDR10N5 FOR COMPATIBILITY AND SHALL NC/1I1-Y THE ARCHITECT OF ALL DISCREPANCES PRIOR TO CONSTRUCTION. R IS THE CONTRACTOR'S RESPONSBLIIY TO COORDINATE eapNG LAYOUT DIMENSIONS (GRID LAYOUTS, SITE COORDINATES, ETC). AMONGST ALL TRADES, NCLUDNG S 40P FABRICATED RENTS. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUTARE OF SMLAR CHARACTER TO PETALS SHOWN SIMILAR PETALS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVEIU AND APPROVAL BY THE ARCHRECTAND ENGINEER. ALL TYPICAL DETAILS AND NOTES SHOWN ON THESE DRAWINGS ARE PART OF THE CONSTRUCTION CONTRACT AND SHALL BE PROVIDED BY NE CONTRACTOR TYPICAL PETALS MAY NOT NECESSARILY BE INDICATED ON THE PLANS, BUT SHALL APPLY AS SHOWN OR DESCRBED N THE PETALS. EXISTING CONDITIONS CONTRACTOR SHALL VERFY ALL EXISTING DIMENSIONS, MEMBER SEES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTON 514OWN ON THE DRAWINGS ARE INTENDED AS GUDELNES ONLY AND MUST BE YEW-ED-DUSTING CONORi0N5 SHOWN ON DRAWINGS ARE BASED ETHER ON SITE OBSERVATIONS, ORJGNAL DRAWINGS, OR WERE ASSUMED BASED ON EXPECT eV CONDITIONS. F EXISTING CONDITIONS DO NOT CLOSELY MATCH CONDITIONS SHOWN ON DRAWINGS, OR F DOSING MATERIALS ARE OF QUESTIONABLE OR SUBSTANDARD QUALITY, NOTIFY ARCHITECT AND ENGNEER PRIOR TO COMMENCNG ANY WORK CONTRACTOR-NTTATED CHANGES SHALL BE EABMRTED N WRITING TO THE ARCHITECT FOR APPROVAL AT LEAST 10 WORKING DAYS PRIOR TO FABRICATION AND CONSTRUCTION CHANGES SHOWN ON SHOP DRAWINGS OR SUBMITTALS ONLY WILL NOT SATISFY THIS REQUIREMENT. CONTRACTOR RESPONSBLmES DRAWINGS REPRESENT DESIGN OF STRUCTURE N COMPLETED FORM CONTRACTOR SHALL BE RESPONSBLE FOR METHODS, SEQUENCES, AND SAFETY PRECAUTIONS REQUIRED TO PERFORM WORK. CONTRACTOR SHALL DESIGN AND PROVIDE TEMPORARY SHORING AND BRACING OF ALL STRUCTURAL MEMBER5, DUSTING CONSTRUCTION AND SOL EXCAVATION AS REQUIRED. SHORING AND BRACNG SHALL NOT BE REMOVED UNTL ALL FNAL CONNECTIONS HAVE BEEN COMPLETED N ACCORDANCE WITH THE DRAWINGS, AND MATERIALS HAVE ACHIEVED DESIGN STRENGTH. ALL STRUCTURAL SYSTEMS COMPOSED OF COMPONENTS TO BE FELD ERECTED SHALL 8E SUPERVISED BY THE SUPPLER WRING MANUFAC'RRNG, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WIM INSTRUCTIONS PREPARED BY THE SUPPLER DISCREPANCES N CASE OF DISCREPANCES BETWEEN DRAWINGS, SPECIFICATIONS, REFERENCE STANDARDS, OR GOVERNING CODE, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER OF DISCREPANCES AND OBTAIN DIRECTION PRIOR TO PROCEEDING. NOTES ON INDIVIDUAL STRUCTURAL DRAWINGS SHALL TAKE PRIORITY OVER GENERAL STRUCTURAL NOTES. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. SPECFICATIONI REFER TO SPECFCATIONS FOR NFORMATION N ADDITION TO THESE NOTES AND DRAWINGS. 4RCl41TEC11 .L REFER TO ARCHITECTURAL DRAWINGS FOR ELEVATIONS, SLOPES, DEPRESSIONS, NON -BEARING WALLS, FASCIA, ELEVATORS, STARS, CURBS, DRAINS, RAILINGS, WATERF'ROOFNG, FINSHES, ETC. SPECIAL INSPECTION PER BC SECTION 1104, SHALL BE PERFORMED BY AN AGENCY APPROVED BY THE BUILDING OFFICIAL AND AS OU=LNED IN THE STRUCTURAL NSPECTION SCHEDULE ON SHEETS 50.03 THRU 50.05. STRUCTURAL OBSERVATION SHALL BE PERFORMED PER BC SECTION 1104k. CODES Pith IJIN( C(DF. ALL MATERIALS, UJORKMANSHP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAUNNGS, SPECFICATIONS, AND THE INTERNATIONAL BOILING CODE (BC 42015 EDITION AS AMENDED BY THE STATE OF WASHNGTON. THE EXISTING STRUCTURES OF BALDING A AND BOLDING C DOES NOT CONFORM TO PRESENT EARTHQUAKE CODE REQUIREMENTS. THE BILDNG A ADDITION HAS BEEN DESIGNED TO BE ATTACHED TO THE EXISTING BUILDING A STRUCTURE, HOWEVER DOES NOT RELY ON THE DUSTING BUILDING FOR STRUCTURAL SUPPORT. THE BUILDING C ADDITION 1445 BEEN DESIGNED AS AN INTEGRAL PART OF BUILDING C. UI4ERE EXISTING GRAVITY MEMBERS AND SHEAR WALLS HAVE BEEN ALTERED, NEW FRAMING MEMBERS, SHEAR WALLS, AND DIAPHRAGMS HAVE BEEN DESIGNED N ACCORDANCE WITH THE INTERNATIONAL EXISTING BUILDING CODE ( EEC), PER SECTION 1014.1 OF THE INTERNATIONAL BOILING CODE (BC), 2015 EDITION AND *LIMN 114E CURRENT PRACTICE FOR THE RENOVATION OF DUSTING BUILDINGS OF THIS AGE AND TYPE OF CONSTRUCTION REMAINING STRUCTURAL MEMBERS THAT ARE NOT ALTERED BY THE BALDING A 0R BALING C ADDITIONS HAVE NOT BEEN RETROFITTED TO MEET PRESENT CODE REQUREMENTS. STANDARDS REFERENCE TO ASTM AND OTHER STANDARDS SHALL MEAN THE LATEST EDITION REFERENCED N THE 2015 BC, UNLESS NOTED N THESE DOCUMENTS OR DESIGNATED BY THE GOVERNNG CODE DESIGN CRITERIA FLOOR DESIGN DATA • N ADDITION TO THE SELF WEIGHT, THE FOLLOWING LOADS ARE USED FOR DESIGN: UNIFORM CONCENTRATED SUPERIMPOSED LIVE LOAD LVELOAD DEAD LOAD REDUCBLE (PSF) (LEIS) (PSF) (SEE NOTE) ASSEMBLY AREAS, PLATFORMS 100 - [51 NO MOVEABLE SEATS/LOBBIES CORRIDORS(UNO) 100 [51 YES ADMNISTRATVESPACES 50 2,000 [51 YES OFFICE PARTITIONS 15 1,10 SCHOOL CLASSROOMS 40 t000 [51 YES SCHOOL FRST 100 1,000 [51 YES FLOOR CORRIDORS SCHOOL UPPER 80 1,000 [51 YES FLOOR CORRIDORS STARS 100 300 15] YES WHERE APPLICABLE, LVE LOADS HAVE BEEN REDUCED PER BC SECTION 1601101 SNOW DESIGN DATA; FLAT - ROOF SNOW LOAD SNOW EXPOIS/R)W LOAD SNOW LOAD IMPORTANCE FACTOR THERMAL FACTOR WIND DESIGN DATA; UNND BASE SHEAR ANALYTICAL PROCEDURE TYPE OF STRUCTURE BASIC WIND SPEED EXPOSURE CATEGORY INTERNAL PRESSURE COEFFICENT ENCLOSURE CLA55FICATION DRECTIONALITY FACTOR TOPOGRAPHIC FACTOR GUST EFFECT FACTOR EARTHQUAKE DESIGN DATA; SEISMIC -FORCE-RESISTNG SYSTEM ANALYTICAL PROCEDURE SEISMIC BASE SHEAR (ASCE 1 SECTION 1281) SEISMIC RESPONSE COEFFICIENT: (ASCE 1SECTION 12811) SEISMIC IMPORTANCE FACTOR I e FIE CLASS RISK CATEGORY SEISMIC DESIGN CATEGORY RESPONSE MODIFICATION COEFFICIENT, SYSTEM OVERSTRENGTH FACTOR, AND DEFLECTION AMPUFICATION FACTOR Pg • 15PSF(ASCE1FIGUREI-I) P r • 25 PSF MNIM M UNIFORM SNOW (MINIMUM SNOW IN ACCORDANCE WITH SEAW WHITE PAPER S-2010) Ce • LO ( ASCE 1 TABLE 1-2) le • 1)(RISK CATEGORY III, ASCE ISECTION133) CI • 10 (ASCE 1 TABLE 1-3 ) Vw (N-S) •65KIP5 Vw (E-W) •60KPS DIRECTIONAL PROCEDURE, ASCE 1 CHAP I tK 21 RIGID (ASCE 15ECTION 26.9.2 ) V • 115 MPH ULTIMATE 3 SECOND GUST (ASCE 1 FIG 265-14 - 265-IC ) V ASD • 90 MPH NOMINAL 3 SECOND GUST (BC EQUATION IS-33 8( ASCE 1 SECTION 26.13) 0.18 (ASCE 1 FIGURE 2611-1 ) ENCLOSED (ASCE 1 SECTION 2610J ) K d • 0.85 : MWFRS (ASCE 1 TABLE 26b-I ) K zt • 1.0 (ASCE 1 SECTION 268) G • 0.85 (ASCE 1 SECTION 263.1) BOILING A EXISTING: REINFORCED CONCRETE SHEAR WALLS N- 5 AND E - W (1994 MODERNIZATION) BULDING A NEW SHEET METAL SHEATHED SHEAR WALLS E- Si DRECTION; SPEICALLY REINFORCED CONCRETE SHEAR WALL 4 SHEET METAL SHEATHED SHEAR WALLS N-3 DIRECTION BUILDING 8: STEEL ORDINARY CONCENTRIC BRACED FRAME (OCBF BUILDING C, EXISTNG:ORDNARY CONCRETE SHEAR WALLS ( ORIGINAL AGGREGATE CONCRETE WALL PANELS) BULDINGC,ADDITION E-WDIRECTION: SPECIALLY RENFORCED MASONRY SHEAR WALLS BULDINGC,ADDrroON N-9DIRECTION: 5PECLALLYRENFORCED MASONRY SHEAR WALLS, FORCES BASED ON EXISTING ORDINARY CONCRETE SHEAR WALLS BWLDMGS A AND C. EQUIVALENT LATERAL FORCE PROCEDURE BUILDING B: MODAL RESPONSE ANALYSIS PAIL L ONG A ADDITION: VE(N-6) • 29 KPS (STRENGTH LEVEL ) VE(E-LLD •13KP5(STRENGTHLEVEL) BOILING B: YE(N-5) •533KP5 (STRENGTH LEVEL) VE(E-W)•546 KIPS (STRENGTH LEVEL) BUILDING C ADDITION YE (N-5) •345KP5(STRENGTH LEVEL )NCLUDNGEXISTING MILLING YE (E-W)•15KP5(STRENGTH LEVEL),BULDINGADDITIONONLY BUILDING A ADDITION: Ce(N-5)•012 Ce(E-W) •018 BUILDINGS: Ce(N-5).038 C•(E-W)•038 BALDING C ADDITION: Cs (N-5).0.41 Ce(E-W) .0.25 1.25 (OCCUPANCY CATEGORY III, ASCE 1 TABLE L5-2 ) C (ASCE 1 SECTION 1L4.2) III (ASCE TABLEI5-1) Ss • 148 (ASCE 15ECTION 11.4.1) Si • 056 (ASCE 1 SECTION 11.4.1) 5 p5. 0.99 (ASCE 1 SECTION 11.4.4) 5 P . 0.48 (ASCE 15ECTION 114.4) D (ASCE 1 SECTION IU6) BALDING A ADDIT1OK R • 6.0 N-S DRECTION (ASCE 1 TABLE 12.2-I ) R = 1.0 E-W DIRECTION (ASCE 1 TABLE 12.2-I) no• 25 (ASCE 1 TABLE 122-I ) Cd •35 (A5CE1TABLE 12.2-1) BUILDING 8: R = 3.25 (ASCE 1 TABLE 12.2-I) Oa • 20 (ASCE 1 TABLE 122-) Cd •3.15(ASCE "[TABLE12.2-1) BUILDING C, ADDITION: R • 3.0 N-S DIRECTION (ASCE 1 TABLE 122-I ) R • 5.0 EW DRECTION (ASCE 1 TABLE 12.2-1) no •25(ASCE ITABLE12.2-I) G d = 35 (ASCE I TABLE 122-1) THE LATERAL FORCE RESISTING SYSTEM (LFRS) FOR THE NEW ADDITION TO 8ALDNG A CONSISTS OF A FLEXBLE, UNTOPPED METAL ROOF DECK DIAPHRAGM SPECIALLY REINFORCED CONCRETE SHEAR WALL AND SHEET METAL SHEATHED STUD SHEAR WALLS. THE NEW CONCRETE SHEAR WALL WILL STRENGTHEN THE EXISTING CONCRETE SHEAR WALL AT THE INTERFACE OF THE EXISTING BUILDING AND NEW ADDITION THE LFRS FOR E4ILDNG B WILL CONSISTS OF A FLEXIBLE, UNTOPPED METAL ROOF DECK DIAPHRAGM RIGID CONCRETE FILLED METAL DECK 2ND FLOOR DIAPHRAGM AND STEEL ORDNARY CONCENTRIC BRACED FRAMES. THE LFR5 FOR BUILDING C ADDITION CONSISTS OF A RIGID CONCRETE FILED METAL DECK ROOF DIAPHRAGM AND SPECIALLY REINFORCED CONCRETE MASONRY SHEAR WALLS. THE NEW MASONRY 5HEAR WALL AND RIGID ROOF DIAPHRAGM N THE NORTH - SOUTH DIRECTION WILL REPLACE THE EXISTNG AGGREGATE PANEL CONCRETE SHEAR WALLS ALONG GRID CD. SOIL SEARING SURFACES AND FILL SHALL BE PREPARED N ACCORDANCE WITH THE GEOTECHNICAL REPORT AND INSPECTED BY THE OWNER APPOINTED GEOTECHNCAL ENGINEER GEOTECHNICAL REPORT REFERENCE GEOTECHNICAL ENGNEERNG REPORT, SHOWALTER MIDDLE SCHOOL, REPORT NUMBER 21-130044-001, BY SHANNON 4 WILSON, NC, DATED APRL 4, 2018 FOOTINGS SHALL BE FOUNDED AT LEAST 18 INCHES BELOW LOWEST ADJACENT EXTERIOR FINISHED GRADE THE OWNER APPOINTED GEOTECHNICAL ENGINEER SHALL APPROVE FOOTNG EXCAVATION / PREPARATION PRIOR TO PLACEMENT OF ALL FOOTINGS. FOOTING DEPTHS AND ELEVATIONS SHOWN ON DRAWINGS ARE MINIMUM AND FOR GUIDANCE ONLY; CONTRACTOR SHALL ESTABLISH ACTUAL ELEVATIONS N FELD. BACKFLL BEHIND ALL WALLS AND PROVIDE FOR SUBSURFACE DRAINAGE AS RECOMMENDED N THE GEOTECHNICAL REPORT. SOIL PROFILE TYPE SITE CLASS • C' ALLOWASLE VERTICAL DESIGN PRESSURE 10,000 PSF ON UNDISTURBED GLACIAL TILL OR LEAN CONCRETE OVER UNDISTURBED GLACIAL TILL LATERAL EARTH PRESSURE, LEVEL BACKFLL• UNRESTRAINED (ACTIVE) REMAINED (AT -REST) SEISMIC SURCHARGE ALLOWABLE PASSIVE PRESSURE ALLOWABLE FRICTION COEFFICENT SUBMITTALS 2500 PSF OF DENSELY COMPACTED STRUCTURAL FILL OVER GLACIAL ILL 30 PCF 50 PCF 9H(PSF) 300PCF,FS•L5 030,F5•L5 SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVEW PRIOR TO FABRICATION OR CONSTRUCTION OF THESE REMS: MASONRY REINFORCING CONCRETE MIX DESIGN CONCRETERENFORCNG EMBEDDED REM N CONCRETE STRUCTURAL STEEL STEEL JOISTS STEEL DECK CONTRACTOR SHALL REVEW AND STAMP SUBMITTALS PRIOR TO SUBMISSION DIMENSIONS AND QUANTRES ARE CONTRACTOR'S RESPONSBLITY AND WILL NOT BE REVELED. CONTRACTOR SHALL SE RESPONSBLE FOR ALL MATERIALS PLACED PRIOR TO RECEIPT OF REVEUED SHOP DRAWINGS. CONTRACTOR SHALL ALLOW A MMMU11 OF 10 WORKING DAYS FOR REVIEW. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR* TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT BY INDICATING WHICH MATERIAL 15 NTET4DED TO BE RJRNI5HED AND INSTALLED AND 8Y DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. F DEVIATIONS, DISCREPANCES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. DEFERRED SUBMITTALS; DRAWINGS AND CALCULATIONS FOR BIDDER -DESIGNED COMPONENTS, SEALED BY THE WASHINGTON STATE REGISTERED PROFESSIONAL STRUCTURAL ENGINEER RESPONSBLE FOR THE DESIGN, SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW OF GENERAL CONFORMANCE WITH THE DESIGN OF THE BOILING. DEFERRED SUBMITTALS INCLUDE CURTAIN WALL AND STOREFRONT SYSTEMS DESIGN -BUILD STEEL FRAMING FOR ALUMINUM PANEL SCREENS AT COVERED WALKWAY DESIGN -BUILD STEEL STAR SYSTEMS DESIGN -BALD PRECAST STAR SYSTEMS OPEN -WEB STEEL JOISTS AND CALCULATIONS NICAL UNITS AND FD(TURES FALL ARREST STRUCTURE AND ANCHORAGE SUBMITTALS OF EIDDER-DESIGNED COMPONENTS SHALL NC WIDE LOCATIONS, MAGNITUDES, AND DRECTIONS OF ALL FORCES TRANSFERRED TO THE STRUCTURE CALCULATIONS SUBMITTED FOR BIDDER -DESIGNED COMPONENTS ARE FOR INFORMATION ONLY AND WILL NOT SE REVEIUED. SEISMIC BRACING AND ANCHORAGE OF MECHANICAL UNITS AND OTHER MECHANICAL AND ELECTRICAL FIXTURES NOT SPECFICALLY SHOWN ON THE PROJECT DRAWINGS SHALL BE DESIGNED BY A REGISTERED STRUCTURAL ENGINEER N THE STATE WHERE THE PROJECT* LOCATED. THE MECHANICAL AND ELECTRICAL CONTRACTORS MUST RETAIN THE SERVICES OF A STRUCTURAL ENGINEER AND 15 RESPONSIBLE FOR ALL COSTS RELATED TO THE PURCHASE AND INSTALLATION OF 585MIC BRACNG AND ANCHORAGE OF THER SYSTEMS. RENOVATION: DEMOLITION CONTRACTOR SHALL VERIFY ALL DUSTING CONDITIONS BEFORE COMMENCING ANT DEMOLITION SHORING SHALL BE INSTALLED TO SUPPORT EX 511NG CONSTRUCTION AS REQUIRED AND N A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTNG REINFORCED SHALL BE SAVED WHERE POSSIBLE AND AS NOTED ON DRAWINGS. SAW -CUTTING F AND UIHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO BE SAVED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS SHALL BE LMRED TO 20 PE. ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS, AND BEAMS SHALL BE ACCOMPLISHED BY SAWCUT LNG WHEREVER POSSBLE ALL NEW OPENINGS SHALL SE SAWCUT NEAT AND CLEAN; NO OVERCUTING AT OPENING CORNERS SHALL BE ALLOWED, UNLESS NOTED OTHERWISE. AS REQUIRED, CORE DRILL CORNERS AND CAP, GRIND, OR CUT THE CORNERS TO PROVIDE REQURED DIMENSIONS. LST2 CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS. LST3 SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING. CONCRETE: REFERENCE STANDARDS CONCRETE SHALL CONFORM TO ALL REQUIREMENTS OF THE FOLLOWING DOCUMENTS, EXCEPT AS MODIFIED BELOW: ' SPECFICATIONS FOR STRUCTURAL CONCRETE ' ' BALING CODE REQUREMENTS FOR STRUCTURAL CONCRETE' ' GUIDE FOR MEASURING, M(NG, TRANSPORTING, AND PLACING CONCRETE' ' GUDE FOR CONCRETE INSPECTION' ' FELD REFERENCE MANUAL' ' A COPY 514ALL BE KEPT N THE CONTRACTOR'S FIELD OFFICE AT ALL TIMES. AC1301 AC1318 ACI304 AC1311 ACI SP-15' MATERIALS: CEMENT 'AGGREGATES ADMIXTURES "FLY ASH ASTM CI50, C595 ASTM C33 ASTM C260, C494, C1011 ASTM C618, CLASS F OR C 'AGGREGATES THAT EXHIBIT DELETERIOUS ACTIVITY WHEN EVALUATED N ACCORDANCE UN ASTM C33 APPENDIX XI SHALL NOT BE USED. ' SAND EQUIVALENT' FOR FINE AGGREGATE SHALL NOT BE LESS THAN 15. "MAXIMUM LOSS ON IGNITION SHALL BE Iq. CONCRETE MIXES SHALL BE PROPORTIONED TO ACHEVE A WORKABLE MIX THAT CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. MIX DESIGNS SHALL BE SUBMITTED [ TO THE ARCHITECT 1 FOR REVEW BY ENGINEER PRIOR TO USE. COMPLY WITH BC SECTION 1904. MIXES 51-1ALL MEET OR EXCEED THE FOLLOWING CRITERIA: TYPE OF CONSTRUCTION SPEWED COMPRESSIVE STRENGTH(re) AT 28 DAYS, UNO CONCRETE EXPOSED TO WEATHER (EXTERIOR FOUNDATION WALLS, EXTERIOR FOOTINGS WITHIN T-6' OF FINISHED GRADE) 4300 PSI BELOW -GRADE CONCRETE 4,000PSI (INTERIOR FOUNDATIONS AND EXTERIOR FOOTINGS BELOW T-6' FROM FINISHED GRADE) MISCELLANEOUS EXTERIOR CONCRETE 4500 PSI (SLABS, SIDEWALKS AND SITE WALLS ) INTERIOR SLA86-0N-GRADE 4,000 PSI BEAMS, ELEVATED SLABS, TOPPING ON 4,000 P51 COMPOSITE METAL DECKING COLUMNS AND SHEAR WALLS MAXIMUM EXPOSURE CLASS WATER/CEMENT (AC1318-14TABLES RATIO 19311 AND 19321) 0.45 F2,50,WO,C1 0.55 Ft50,WO,CI 0.45 F2,60,WO, CI 0.40" F0,50,WO, CI 0.40" FO,50,U10,CO 4,000P51 - F0,50,WO, CO "WATER-CEMENT1TIOUS MATERIAL RATIO FOR NTERIOR 61-485 SHALL BE 0.40 UNLESS OTHERWISE NOTED. CONCRETE r-DCES SHALL MEET OR EXCEED THE REQUIREMENTS SPECFED ABOVE MIXES SHALL BE SUBMITTED TO THE ENGINEER AND BUILDING OFFICIAL FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANT CONCRETE AND SHALL INCLUDE THE AMOUNTS OF CEMENT, CEMENTITWS MATERIAL, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER -CEMENT RATIO, SLUMP, CONCRETE VELD AND SUBSTANTIATING STRENGTH DATA N ACCORDANCE WITH ACI 318, CHAPTER 26. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT N FORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLER MANTANS RILL RESPONSELIIT FOR SPECFED PERFORMANCE ADMIXTURES ALL CONCRETE, INCLUDING SLABS ON GRADE, SHALL HAVE A WATER -REDUCING ADMIXTURE COMPLYING WITH ASTM C494 ADDED N ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. CALCLM CHLORDE OR OTHER CHLORIDE ADMIXTURES SHALL NOT BE USED. ALL HORIZONTAL SURFACES EXPOSED TO WEATHER SHALL CONTAIN AN AR-ENTRANNG AGENT COMPLYING WITH ASTM C260. THE AMOUNT OF ENTRAINED AR SHALL BE N ACCORDANCE WITH AC1 318-14 TABLE 1933.1 TESTS FOR AR CONTENT SHALL BE MADE AT THE DISCHARGE END OF THE TRUCKS PLACING HOSE N ACCORDANCE WMH ASTM C113. WATER / CEMENT RA110 SHALL BE MEASURED BY WEIGHT AND BE BASED ON TOTAL CEMENTITIOUS MATERIAL NCLUDNG CEMENT AND POZZOLANS SUCH AS FLY A514 AND SILICA FUME MAXMNM AGGREGATE SIZE SHALL BE 1-NCH NOMINAL MAX. BUT NOT MORE THAN 3/4 TIMES THE CLEAR DISTANCE BETWEEN REINFORCING BARS NOR 15 TIMES THE NARROWEST DIMENSION BETWEEN SIDES OF FORMS. MAXIMUM AGGREGATE SIZE FOR SLABS ON GRADE SHALL BE U3 TMES THE SLAB THICKNESS. STRUCTURAL SHEET INDEX 50.01 GENERAL STRUCTURAL NOTES AND INDEX 50.02 GENERAL STRUCTURAL NOTES 50.03 GENERAL STRUCTURAL NOTES 50.04 SPECIAL INSPECTION SCHEDULE 50.05 SPECIAL INSPECTION SCHEW LE 50.06 STRUCTURAL ABBREVIATIONS AND SYMBOLS 52.01 BALING PLAN - BLDG A B, C, D FIRST FLOOR 52.02 BOILING PLAN - BLDG A B, C, D SECOND FLOOR AND RO 52.03 BUILDING PLAN -BLDGAB, C,DROOF 5211 PARTIAL FEIN AND FLR PLAN- BLDG A 5212 PARTIAL ROOF FRAMING PLAN - SLDG A 52.21 FONAND FR5TFLRPLAN -BLDGB 52.22 SECOND FLOOR FRAMING PLAN - BLDG B 52.23 ROOF FRAMING PLANS - BLDG 8 5231 FOUNDATION AND FIRST FLRPLAN -BLDGC 5232 ROOF FRAMING PLAN - BLDG C 5251 W LONG A EAST ENTRY PLANS 53.01 BRACED FRAME ELEVATIONS - BLDG B 53.02 EXTERIOR WALL ELEVATIONS - BLDG 53.03 TRUSS ELEVATION- BLDG C 55.01 TYPICAL CONCRETE DETAILS 55.02 TYPICAL CONCRETE DETAILS 55.03 TYPICAL CONCRETE DETAILS 55.04 FOUNDATION PETALS 55.05 FOUNDATION PETALS 55.06 FOUNDATION PETALS 5521 TYPICAL MASONRY DETAILS 55.22 MASONRY 4 STEEL FRAMING PETALS 5531 TYPICAL STEEL PETALS 5532 TYPICAL STEEL PETALS 5533 TYPICAL STEEL PETALS 5534 TYPICAL STEEL PETALS 5535 STEEL FRAMING PETALS 5536 ROOF FRAMING PETALS 5531 ROOF FRAMING DEALS 5538 ROOF FRAMING PETALS 5539 MI5C ROOF FRAMING PETALS 55.41 BRACED FRAME DETAILS 55.42 BRACED FRAME DETAILS 5550 STEEL TRUSS PETALS 55.11 TYPICAL METAL FRAMING PETALS REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION Reviewed and Approved for Substantial Compliance By BHC1 Consults Date4, _, CORRECTION RECEIVED CITY OF TUKWILA APR 01 2019 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com Reid ' id`dl'et°on` 728 134th Street SW ' Suite 200 Everett, Washington 98204 Ph: 425 741-3800 www.reidmiddlelon.com ©Copyright 2019 Reid Middleton, Inc. REVISION DATE 1 PERMIT RESPONSE 1/30/2019 Design: TJP / BYM Drawn: RLC / TJP Checked: PNC Project No. 262018.024 Issuance PERMIT SET Date: 01/30/2019 Drawing Title GENERAL STRUCTURAL NOTES AND INDEX Drawing Number RECEIVED APR 0 2 201U onsuttants, GENERAL STRUCTURAL NOTES CONCRETE CONTINUED BLIJMP REQUITED FOR PROPER PLACEMENT SHALL BE DETERMINED BY CONTRACTOR AND SUPPLER AND INCLUDED N MDX DESIGN SUBMITTALS. FELD MEASURED SLUMP S144LL CONFORM TO SUBMITTED CONCRETE MIX DESIGN SLUMP SHALL CONFORM TO ASTM C94. TOPPING SLABS ON METAL DECK AT SLABS ON METAL DECK, ACCOUNT FOR DEFLECTION OF BEAMS AND METAL DECK DURING PLACEMENT OF WET CONCRETE SUCH THAT TOP OF SLAB ELEVATION IS SCREEDED OFF LEVEL ADDITIONAL SLAB THICKNESS MAT VARY FROM- 0 TO + I' TO ACCOMMODATE DEFLECTIONS. REFER TO DECK MANUFACTURERS LITERATURE FOR APPROXIMATE DECK DEFLECTION VALUES. NOTFY STRUCTURAL ENGNEER F TOTAL DEFLECTION EXCEEDS 1'. CAMBERED BEAMS ARE DESIGNED TO BE APFROXtIATELY FLAT WHEN SUPPORTNG THE WEIGHT OF WET CONCRETE NOT ALL BEAMS ARE DESIGNED WITH CAMBER MASS CONCRETE CONCRETE PLACED N MONOLITHIC PLACEMENTS WERE THE MNMEM OF ALL THREE DIMENSIONS EXCEEDS 7-6' SHALL BE CONSIDERED MASS CONCRETE AND 51441-1BE SUBJECT TO THE APPLICABLE REQUREMENTS OF ACI301, CHAPTER 8. ASTM CI50 TYPE 1 I 1 CEMENT 15 PROHECTED. UNLESS OTHERWISE SPECFED, USE MODERATE OR LOW HEAT OF HYDRATION CEMENT, BLENDED HYDRAULIC CEMENT WITH MODERATE OR LOW HEAT OF HYDRATION PROPERTES, OR PORTLAND CEMENT WITH FLY ASH POZZOLAN OR GROUND -GRANULATED BLAST-FlJRNACE SLAG. ADDITIVES CONTANNG CALCIJM CHLORIDE ARE PROHBITED. APPROVED RETARDING, RETARDING HIGH -RANGE WATER REDUCING, OR RETARDING PLASTICIZING ADMIXTURE SHALL BE USED. 114E TEMPERATURE OF CONCRETE AT THE OF PLACEMENT SHALL NOT EXCEED 50 DEGREES FAHRENHEIT PER ASTM C54. THE AMBENT i tPIF'cKA11JRE AT THE OF PLACEMENT SHALL NOT EXCEED SO DEGREES FAHRENHEIT OR BE LESS THAT 35 DEGREES FAHRENHEIT. THE MAXIMUM NTERNAL i tr1I ERATURE DURING CURING SHALL NOT EXCEED 160 DEGREES FAT -RENNET. CONFORM TO THE REQUREMENTS OF ACI305J AND ACI306J FOR HOT- FATHER AND COLD -WEATHER CONCRETING, RESPECTIVELY. F COOLING METHODS ARE EMPLOYED, NET SHALL NOT NCRE45E THE WATER -CEMENT RATIO OR SLUMP BEYOND ALLOWABLE 1.5111S. THE CONCRETE SHALL BE COOLED GRADUALLY SO THAT THE SURFACE TEMPERATURE DROP DOES NOT EXCEED 20 DEGREES FAHRENHEIT N ANY 24 - HOUR PERIOD AFTER PLACEMENT. SUBMIT DETAILED PROCEDURES, MATERIALS, MN DESIGNS, AND THE TEST RESULTS NCLUDNG HEAT OF HYDRATION TEST DATA PER ASTM CIB6 TO THE ENGINEER BEFORE CONSTRUCTION OF MASS CONCRETE SHOTCRETE LLHERE 5140WN ON THE DRAWINGS, SHALL BE INSTALLED IN ACCORDANCE WITH 8C SECTION 1908. REINFORCING LAP SPLICES SHALL BE DETAILED ON SHOP DRAWINGS A8 NON -CONTACT LAP SPLICES WITH A 111411 M OF 2 INCHES CLEARANCE BETWEEN BARS. SHOTCRETE MAY BE USED N LIEU OF OTHER CAST -IN -PLACE CONCRETE WALLS NOT SPECIFICALLY CALLED OUT AS 51-1OTCRETE WALLS, WHERE APPROVED. SHOTCRETE WALL NOT BE PERMITTED ON PLASTERS OR COLUMNS. SHOTCRETE WILL NOT BE PERMITTED AT OTHER HEAVILY RENFORCED CONCRETE UNLESS TEST PANELS ARE APPROVED. CONTRACTOR SHALL SUBMIT PROPOSED LOCATIONS OF SHOTCRETE WALLS FOR REVEW. EMBEDDED ITEMS- CONDUIT AND SLEEVES SHALL NOT BE EMBEDDED NOR PASS THROUGH CONCRETE WITHOUT APPROVAL ALIMNL M ITEMS SHALL NOT BE EMBEDDED N CONCRETE SUBMIT CONDUIT LAYOUT AND EMBEDDED ITEM PLANS TO THE ARCHITECT FOR REVIEW BY ENGEEER PRIOR TO PLACING CONCRETE BONDING AGENT SHALL BE EPDXY RESIN BASED CONFORMING TO ASTM C881 I T YE V, GRADE 2. USE WHERE NEW CONCRETE* PLACED AGAINST PREVIOUSLY PLACED OR EXISTING CONCRETE PLACE N STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS, NCLUDNG PREPARATION OF DIEING SURFACES. NONSHRINK GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 6,000 P51 AT 28 DAYS, BUT NOT LESS THAN NE MATERIAL ON UNIGH IT IS PLACED UPON FORM .AMRFR. CONCRETE FORMWORK SHALL HAVE IBULT-N CAMBER TO COMPENSATE FOR FORM SAG UNDER WET CONCRETE LOAD. N ADDITION TO STRUCTURAL CAMBER NOI tV ON DRAWINGS, ONE-WAY SLABS SHALL BE CAMBERED 111000OF THE SPAN UNLESS NOTED OTHERWISE CONSTRUCTION JONTS N WALLS SHALL BE KEYED N ACCORDANCE WITI4 TYPICAL CONSTRUCTION JOINT DETAILS SHOWN ON DRAWINGS OR AT CONTRACTOR'S OPTION SHALL BE AN INTENTIONALLY ROUGHENED CONSTRUCTION JOINT DEFNED BY THE FOLLOWING: SURFACE OF JOINT SHALL BE SAND BLASTED OR ROUGHENED WITH A CHAPPING HAMMER TO EXPOSE AGGREGATE EMBEDDED N PREVIOUS POUR EXPOSED AGGREGATE SHALL PROTRUDE V4' MNMIM. JOINT SURFACE SHALL BE CLEANED AND LAITANCE REMOVED. JONT SHALL BE WETTED AND STANDNG WATER REMOVED L5T4 IMMEDIATELY BEFORE NEW CONCRETE 15 PLACED. SUBMLr CONSTRUCTION JOINT LAYOUT PLAN TO THE ARCHITECT LSTS FOR REVEW BY ENGINEER PRIOR TO PLACING CONCRETE L5T2 LST3 COORDNATION; SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS N CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE CONSTRUCTION SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRAPS, COLOR, TEXTURE AND OTHER FINISH DETAILS AT EXPOSED CONCRETE SURFACES. CONCRETE REINFORCEMENT REFERENCE STANDARDS- CONCRETE REINFORCEMENT SHALL CONFORM TO ALL REQUREMENTS OF THE FOLLOWING CODES, SPECIFICATIONS, AND STANDARDS, EXCEPT AS MOORED BELOW: ACI301 AC15P-66 AC1318 CR51 CR51 WRI MATERLaL5 ' SPECIFICATIONS FOR STRUCTURAL CONCRETE' 'ACI DETAILING MANUAL' ' BUILDING CODE REQUREMENTS FOR STRUCTURAL CONCRETE' ' PLACING REINFORCING BARS' ' MANUAL OF STANDARD PRACTICE M5P-1 ' WELDED WIRE FABRIC MANUAL OF STANDARD PRACTICE' DEFORMED BARS SEISMIC DEFORMED BARS' SMOOTH WELDED ORE DEFORMED WELDED WIRE DEFORMED BAR ANCHORS BAR SUPPORTS WELDED HEADED STUDS ASTM A615, GRADE 60 ASTM A106, GRADE 60 LOW ALLOY ASTM AI85, Fy • 56K51(W1.2 AND SMALLER) (65 KSI FOR WL4 AND LARGER ASTM A45110 K5) VELD ASTM A496,15 KSI YE LD CONFORM TO CHAPTER 3, CRSI M5P-I ASTM A108 ' SEISMIC DEFORMED BARS SHALL BE USED FOR LONGITUDINAL RENFORCEMENT N COLUMNS, PILES, STRUT MEMBERS, COUPLING BEAMS, VERTICAL REINFORCEMENT N SHEAR WALLS, AND MOMENT FRAMES. ASTM A615, GRADE 60 BARS MAY BE USED IF: REINFORCEMENT SHALL BE PLACED AND SUPPORTED N ACCORDANCE WITH CR51 M5P-I. REINFORCEMENT 61414.13E DETALED N ACCORDANCE WITH AC15P-66. NO BENDING OR STRAIGHTENING OF RENFORCEMENT WILL BE i 11/IrITED AFTER PARTIAL EMBEDMENT N CONCRETE LAP SPLICE ALL CONTINUOUS RENFORCEMENT N ACCORDANCE WITH RENFORCEMENT SPLICE AND DEVELOPMENT LENGTH SCHEDULE, SHEET 55.02. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINMNM OF I CROSS WIRE SPACING + 2' OR 8' WHICHEVER IS GREATER NO BARS PARTIALLY EMBEDDED N HARDENED CONCRETE SHALL BE FELD BENT UNLESS OTHERWISE NOTED ON THE DRAWINGS OR APPROVED BY THE ENGINEER WELDING OR TACK WELDING OF RENFORCING BARS OUTSIDE OF PLASTIC HINGE REGIONS TO OTHER BARS OR TO PLATES, ANGLES, ETC 1S PRO -WED, EXCEPT WHERE SPECIFICALLY APPROVED. WHERE WELDING* APPROVED, IT SHALL BE DONE BY AWS /WAB0 CERTFED WELDERS USING ESOIS ELECTRODES. WELDING PROCEDURES SHALL COMPLY WITH AWS-D1.4. MECHANICAL SPLJCNG OF RENFORCNG BARS SHALL BE THE FOLLOWING SYSTEMS AND SHALL DEVELOP A MIN MI OF 125% OF THE SPECFED YIELD STRENGTH OF THE BARS LENTON STANDARD, LENTON LOCK LENTON FORMSAVER, DAYTON SUPERIOR BAR LOCK L-SERES, DAYTON SUPERIOR DBDI MECHANICAL SPLICE SYSTEM MECHANICAL SPLICES 51-ALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS AND APPLICABLE ICC OR APM0 EVALUATION REPORTS. CONCRETE COVER: UNLESS NOTED OTHERWISE, MINMLM CONCRETE COVER FOR REINFORCEMENT SHALL BE ELEVATED SLABS SLABS ON GRADE INTERIOR WALL FACES EXPOSED FORMED WALL FACES FOOTINGS BEAMS, COLUMNS 3/4' (*II AND SMALLER), I 1/7 (o14 AND 018 ) 7 BOTTOM 3/4'(CI AND SMALLER),I 1/7(014AND rl8) I I/7 (*5 AND SMALLER), 7 (06 AND LARGER) 3' (EXCEPT 7 TOP AND FORMED SIDES) 11/7 (ALL RENFORCEMENT NCLUDNG TES, SPRALS, STIRRUPS) REINFORCNG ALLOWANCE CONTRACTOR SHALL PROVIDE 400 LINEAR FEET OF *4 REINFORCING STEEL FOR ENGINEER'S DISCRETIONARY USE DURING CONSTRUCTION CONTRACTOR SHALL REIMBURSE OWNER FOR UNUSED PORTION CONCRETE ANCHORAGE F.:Uarair,11 vS5uTJ' •(Nl'QF1F SHALL BE ONE OF THE FOLLOWING. INSTALL PER MANUFACTURER'S INSTRUC110N5 AND APPLICABLE APM0 0R ICC-ES REPORTS. NOMINAL EMBEDMENT DEPTH SHALL BE A5 NO i tI) BELOW, UNLESS NOTED OTHERWISE 1-10-T1 KUJIK BOLT TZ (E5R-1911) 3/8' EXPANSION BOLTS V7 EXPANSION BOLTS 5/8' EXPANSION BOLTS 3/4' EXPANSION BOLTS 5MP50N STRONG -BOLT 2 (E5R 3031) 3/8' EXPANSION BOLTS V7 EXPANSION BOLTS 5/8' EXPANSION BOLTS 3/4' EXPANSION BOLTS DEWALT POWER STUD+ 502 (ESR 2502 ) 3/8.' EXPANSION BOLTS V7 EXPANSION BOLTS 5/8' EXPANSION BOLTS 3/4' EXPANSION BOLTS 2 5/16' 3 5/8' 41/16' 5 9/16' 2 1/8' 31/8' 51/8' 5 3/4' 2 3/8' 3 3/4' 4 V8' 5 3/4' EPDXY -GROUTED RODS OR REBAR TO CONCRETE SHALL BE GROUTED WITH ONE OF THE FOLLOWING: HLTI HIT -RE 500-V3 ( ESR 3814), HLTI 14IT41Y200 ( E5R-3181), 511150N SET-XP (E5R 2508), OR DEWALT PURE110+( E5R-3258). INSTALL PER MANUFACTURERS INSTRUCTIONS AND APPLICABLE APT10 OR ICC-ES REPORTS. EMBEDMENT DEPTHS SHALL BE A5 NOTED BELOW,, UNLESS NOTED OTHERWISE 3/8' ROD OR *3 BAR 1/7ROD ORt48AR 5/8' ROD OR 0513AR 3/4'ROD ORP6BAR TS' ROD OR ►1 BAR 1 ROD OR.813AR 4' 5' T 9' 17 15' HEAVY DUTY SCREW ANCHORS INTO CONCRETE SHALL BE SMPSON'MEN HD (E5R-2113), DEWALT SCREW-BOLT+(E5R-3889) OR HLTI KU/K HUS E5 (ESR-3021). [MUM AND OTHER POWDER -ACTUATED FASTENERS SHALL BE IT1U RAMSET/RED HEAD (E5R-1155), HLTI XU LOW VELOCITY (E5R-2269), OR DEWALT POWER ACTUATED FASTENERS (E5R-2024) UN_MCA JT ANC10RS SHALL BE U5P DUC (E5R-1910),, HLTI HDA (E5R-1546) OR POWERS ATOMIC+UNDERCUT ANCHOR (E5R-3061). POST -INSTALLED ANCHORS SHALL NOT BE USED AS SUBSTITUTES FOR CAST -IN -PLACE ANCHOR BOLTS OR REINFORCING STEEL UNLESS SPECIFICALLY APPROVED BY NE STRUCTURAL ENGINEER PRODUCT SUBSTITUTES PROPOSED BY THE CONTRACTOR 514ALL BE SUBMi I i tD FOR REVEW IURH L41910 OR ICC-E5 REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. NO RENFORCNG BARS SHALL BE CUT TO PLACE POST -INSTALLED ANCHORS. ALL DEFECTIVE ANCHOR HOLES SHALL BE GROUTED WITH EPDXY ADHESIVE AND A NEW HOLE DRILLED A MINIMUM OF 3 BOLT DIAMETERS AWAY. STEEL REFERENCE STANDARDS STRUCTURAL STEEL SHALL CONFORM TO ALL REQUIREMENTS OF THE FOLLOWING DOCUMENTS ABC 360 A15C 341 ABC 303 AWS DU AISC 348 AL5C 358 ' SPECFICATION FOR STRUCTURAL STEEL BULDINGS' SEISMIC PROVISIONS FOR STRUCTURAL STEEL BULDNGS' ' CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES' ' STRUCTURAL WELDING CODE - STEEL' ' SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' ' PREQUALFLD CONNECTIONS FOR SPECIAL AND INTERMEDATE STEEL MOMENT FRAMES FOR SEISMIC APPLICATIONS' MATERIALS - TYPE OF MEMBER ASTM SPECFICATION YIELD WIDE FLANGES (W), A992 50 K51 STRUCTURAL TEES (WT) PLATES, ANGLES, CHANNELS, A36 36 KSI THREADED RODS (TR) AND BARS SPECIAL SHAPES A512 50 K51 (NOTED GRADE 50 ON DRAWINGS) STEEL PIPES HOLLOW STRUCTURAL STEEL (H55 ) MACHINE BOLTS (MB) CONNECTION BOLTS (H58) ANCHOR RODS (AR) TENSION CONTROL BOLTS LOAD -INDICATING WASHERS A53(I,r'EEORS, 35K5I GRADE B) A300(GRADE B) 46K51 A301 A325 - FI554,GRADE 55, - WELDABLE FIS52 F959,TYPE A325 - CAMBER: ALL MEMBERS SHALL BE ERECTED WITH NATURAL OR INDUCED CAMBER UPWARDS, UNLESS NOTED OTHERWISE CAMBER INDICATED ON DRAWINGS SHALL BE AS DELIVERED TO THE JOB SITE CONTRACTOR SHALL CONSIDER CAMBER LOSS DUE TO SNFPNG AND HANDLING. CONTRACTOR SHALL BE RESPONSBLE FOR ALL ERECTION AIDS INCLUDING ERECTION ANGLES AND LIFT HOLES. STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE ZINC -COATED HOT -DIPPED GALVANIZED PER ASTM AI23. ALL FELD WELDS EXPOSED TO WEATHER 51441BE COATED LATH BRUSH APPLED PANT CONTANNG ZINC DUST COMPLYING WITH A5T11 A180. ALL BOLTS AND ANCHOR RODS EXPOSED TO WEATHER SHALL BE ZINC -COATED HOT -DIPPED GALVANIZED PER ASTM A153. BOLTED CONNECTIONS NOT SPECFED AS 5LAP-CRITICAL NEED ONLY BE TIGHTENED TO AISC SNUG -TIGHT CRITERIA UNLESS NOTED OTHERWISE CONNECTION PLATES SHALL HAVE AISC STANDARD ROUND HOLES UNLESS NOTED OTHERWISE ALL OVERSIZED OR SW i i eU H0LE5 SHALL HAVE WASHERS PROVIDED N ACCORDANCE LATH AISC 360, UNLESS NOTED OTHERWISE PRETENSIONED OR SLAP -CRITICAL CONNECTIONS SHALL USE LOAD -INDICATING WASHERS OR TENSION CONTROL BOLTS SUCH AS BETHLEHEM INDICATOR BOLTS, LeJEUNE TENSION CONTROL BOLTS, ETC. CONNECTED PEES SHALL BE PREPARED TO MEET THE REQUREMENTS FOR CLASS A EATING SURFACES. LIFT WA; ALL WELDS SHALL COMPLY LATH AWS DID. WELDS SHALL BE MADE USING LOW HYDROGEN E10XX ELECTRODES. ONLY AW5 PREQUALFIEO WELDED JONTS SHALL BE USED. SHOP DRAWINGS SHALL SHOW ALL WELDING U4T14 AWS A2.4 STANDARD SYMBOLS. WELDS 514001 ON DRAWINGS ARE MINMAJM SIZES. INCREASE WELD 515E TO AWS MINIMUM SIZES BASED ON PLATE THICKNESS. WELDS NOT SPECFED SHALL BE CONTINUOUS V4' FLLET WELDS. ALL WELDS SHALL BE MADE WITH A FILLER WELD METAL THAT HAS A MNMIE'1 CHIRPY V-NOTCH TOUGHNESS OF 20 FT: LBS. AT 0 DEGREES F. SEE AISC 341-10 CHAPTER A FOR ADDITIONAL REQUREMENTS. PROPOSED FILLER MATERIAL FOR BOTH SHOP AND FELD WELDS SHALL BE See I i to FOR REVEW PRIOR TO CONSTRUCTION WELDS SHOWN ON DRAWINGS ARE FOR FINAL CONNECTIONS. UNLESS HELD WELD SYMBOLS ARE SHOWN CONTRACTOR SHALL BE RESPON5BLE FOR DETERMINING F A WELD SHOULD BE SHOP OR FIELD WELDED N ORDER TO FACLITATE STEEL ERECTION CONTRACTOR SHALL SE RESPONSBLE FOR ALL JOINT PREPARATIONS AND WELDING PROCEDURES, NCLUDNG ROOT OPENINGS AND FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS, COPES, TAPERS, AND SURFACE ROUGHNESS. WELDER CERTIFICATION AWS AND WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (U ABB). ANfd0R RODS SHALL BE INSTALLED TO AISC 5NUG-TIGHT CRITERIA WITH HEX NUTS AND LOCK WASHERS OR JAM NUTS AT THE TOP. AT THE BOTTOM. PROVIDE A STANDARD SIZE HEAD, TACK -WELDED NUT OR DOUBLE NUT. NO HEATING OR BENDING OF ANCHOR RODS IS PCK 1l I I tut ENLARGEMENT OF ANCHOR ROD HOLES BY BURNING IS NOT PERMITTED. BASE PLATE HOLES FOR ANCHOR RODS SHALL BE AS SHOWN BELOW AR DIAMETER 5/8' 3/4' V8' MAX111I21140LE DIAMETER IVI6' 1 5/16' 1 9/16' 113/16' MNIMNM WASHER DIAMETER II/7 7 2V7 3' MINIMUM WASHER THICKNESS 3/16' V4' 5/16' 3/8' STEEL DECK SIZE TYPE, GAGE, AND ATTACHMENTS SHALL BE PROVIDED AS NDIGAIE) N THE DRAWINGS. STEEL DECK SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL DECK 54511511E CELJNGS, LIGHT FIXTURES, DUCTS, AND OTHER ITEMS SHALL NOT BE SUSPENDED FROM NON -COMPOSITE DECKS. STEEL DECK GAGES SHOWN ON THE DRAWINGS ARE BASED ON UNSHORED CONDITIONS. HEAVIER DECK GAGES MAYBE REQUIRED FOR SOME SPECIAL CONDITIONS. DECK SUPPLER SHALL VERIFT DECK CAPACITY BASED ON ACTUAL DECK LAYOUT AND SPAN CONDITIONS. CONTRACTOR SHALL PROVIDE CLOSURE PLATES, FLASHING, AND ALL MISCELLANEOUS LIGHT GAGE METAL NECESSARY TO COMPLETE THE WORK WELDED HEADED 51105 (WH5) AND DEFORMED BAR ANCHORS (DBA) STUDS SHALL BE HEADED STUDS COMPLYING WITH ASTM A108 GRI010 THROUGH 1020 WITH MNMUM TENSILE STRENGTH OF 60 K51. HEADED STUDS SHALL BE WELDED IN CONFORMANCE WITH THE REQUREMENTS OF AM CHAPTER 1 DEFORMED BAR ANCHORS SHALL COMPLY WITH ASTM A4.36. STUDS AND DEFORMED BAR ANCHORS SHALL BE AUTOMATICALLY END WELDED WITH EQUPMENT RECOMMENDED BY THE MANUFACTURER. LENGTHS SHOWN ON DRAWINGS ARE FINAL LENGTHS AFTER WELDING. AT NON-BRACED/MOMENT FRAME AND NON -STRUT CONNECTIONS, A106 GRADE 60 REINFORCING BARS OF AN EQUAL DIAMETER AND LENGTH OF THE SPECS DBA1 MAYBE USED PROVIDED THEY ARE WIELDED TO THE SUPPORTING STEEL WITH E1/0XX ELECTRODES N ACCORDANCE WITH AWS DI.4 AND THE TABLE SELO% BAR SIZE ALL-AROUND FLLET WELD SIZE 04, V2' DA 1I5,5/8'DA *6, 3/4' DA V4' 5/16' DIMENSIONAL TOLERANCE FOR STRUCTURAL STEEL MEMBERS SHALL BE PER THE AEC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, SECTION 6.4 AND ASTM SPECIFICATION A6. UNLESS SPECIFICALLY ALLOWED BY THE ENGINEER, COLUMN MEMBERS SHALL NOT BE MODFIED BT THE ROTARY STRAIGHTENING PROCESS. COLD -FORMED STEEL FRAMING SHALL COMPLY WITH ASTM A653, TYPE 55, GRADE 33, UNLESS NOTED OTHERWISE FOR SIZES SHOWN ON DRAWINGS, REFER TO STEEL STUD MANUFACTURER'S A550CLATION STANDARD SPECIFICATION ALL COLD -FORMED FRAMNG 5HALL ALSO CONFORM TO THE A.151'SPECFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS'. ALL STUDS, TRACKS, AND JOISTS SHALL BE GALVANIZED PER ASTM A924, G60. FASTENINGS NOT SHOWN ON DRAWINGS 51-4LL BE AS RECOMMENDED BY THE MANUFACTURER LIGHT GAGE METAL FRAMING CLIPS AND CONNECTORS: NOTATIONS CALLED OUT BY LETTERS AND NUMBERS REFER TO PRODUCTS MANUFACTURED BY 'THE STEEL NETWORK' AS SPECFED N THEIR LATEST CATALOG. ALTERNATE CONNECTORS MANUFACTURED AND TESTED N ACCORDANCE WITH IOC-AC261 THAT MEET OR EXCEED THE SPECFED CONNECTORS' CAPACITY MAY BELLED SUBJECT TO REVEW AND APPROVAL BY THE STRUCTURAL ENGINEER MILL CERTFICATIONS, 5U85TANTATING TEST DATA AND A LIST STATING THE ITEM -FOR -ITEM 5U8S711TION AND CAPACITY COMPARISONS MUST BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR ANY PROPOSED SUBSTITUTES. INSTALL NUMBER AND SIZE OF FASTENERS AS SPECFED BY MANUFACTURER CONNECTORS 51-ALL BE INSTALLED N ACCORDANCE WITH THE MANUFACTURERS INSTRUC11ON5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ENGINEERING COSTS RELATING TO REVEW AND/OR RE -DESIGN TO ACCOMMODATE PROPOSED SUBSTITUTIONS. STEEL JOISTS OPEN WEB STEEL JOISTS AND JOIST GIRDERS (NCLUDNG BRIDGING) SHALL CONFORM TO THE SPECIFICATIONS OF THE STEEL JOIST INSTITUTE LATEST EDITION AND 80 SECTION 2201 SEE PLANS AND DETALS FOR LOADNG REQUREMENTS. N ADDITION ALL JOISTS AND JOIST GRDERS SHALL BE DESIGNED TO SUPPORT A 5NGLE 500 LB. DOWNWARD PONT LOAD FROM ANY TOP OR BOTTOM CHORD PANEL PONT TO ACCOUNT FOR MISC. ARCH AND MECH. ITEMS. ENDS OF BRDGNG ROWS SHALL BE FEUD WELDED TO STRUCTURAL STEEL MEMBERS OR TO PLATES EMBEDDED N CONCRETE OR MASONRY UNLESS OTHERWISE NOTED. JOIST MANUFACTURER SHALL CHECK ROOF J015T5 AND JOIST GRDERS AND PROVIDE UPLFT BRIDGING AS REQUIRED TO ADEQUATELY BRACE THE BOTTOM CHORD AGAINST LATERAL MOVEMENT UNDER WIND UPLFT PRESSURES (SEE PLAN NOTES FOR UPLIFT FORCES). CONTRACTOR SHALL COORDINATE BRIDGING LAYOUT PRIOR TO JOIST ERECTION TO AVOID CONFLICTS 1)1)4 MECHANICAL DUCTWORK OR OTI-ER MISCELLANEOUS ITEMS. SIZE JOISTS AND JOIST GIRDERS TO MEET THE DEFLECTION REQUREMENTS PER THE 5PECFICATIONS AND CAMBER N ACCORDANCE WITH THE STEEL JOIST INSTITUTE STANDARDS, UNLESS OTHERWISE NOTED. JOISTS THAT OCCUR WITHIN 3'-0' OF STEEL COLUMNS AND ALL JOISTS EXCEEDING 40-0' N LENGTH SHALL BE BOLTED TO THER SUPPORTS N LEU OF THE SPECIFED FELD WELDNG, EXCEPT AT JOISTS MARKED STRUT WHERE THE FELD WELDING SHALL ALSO APPLY. USE (2) V7 DIAMETER A30180LTS FOR K-SERFS JOISTS AND (2) 3/4' MITER A301 BOLTS FOR LH AND DLHSERES JOISTS (VERIFY BOLT 51ZE/SPACNG WITH JOIST SUPPLER ). BOLING REQUIREMENT MAY BE OMITTED FOR JOISTS LESS THAN 40-0' N LENGTH WHERE WIDE FLANGE BEAMS FRAME INTO STEEL COLUMNS N AT LEAST TWO ERECTIONS. SUBMIT 51-10P DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT FOR REVEIU PRIOR TO FABRICATION SUS) ITTALS SHALL INDICATE ALL CHORD AND WEB MEMBER SIZES AND SHOW ALL END CONNECTIONS. DESIGN CALCULATIONS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED STRUCTURAL ENGINEER MASONRY REFERENCE STANDARDS MASONRY SHALL CONFORM TO ALL REQUREMENTS OF THE FOLLOWING DOCUMENTS TINS 402-13 / AC1530-13 / ASCE 5-13 ' BUILDING CODE REQUREMENTS FOR MASONRY STRUCTURES' TINS 602-13 / ACI 530.1-13 / ASCE 6-13 ' SPECIFICATIONS FOR MASONRY STRUCTURES' MASONRY CONSTRUCTION SHALL COMPLY LATH 8C SECTION 2104. MASONRY SHALL BE LAD N RUNNING BOND UNLESS NOTED OTHERWISE ASSEMBLY STRENGH} CONCRETE MASONRY SHALL HAVE A SPECIFEO COMPRESSIVE STRENGTH rm • 1,900 PE COMPRESSIVE STRENGTH SHALL BE VERFED BY UNIT STRENGTH METHOD, N ACCORDANCE WITH 8C SECTION 2105 AND 7M5 602/ACI 530.VASCE 6 ARTICLE 1.4 8.2. CONCRETE MASONRY UNITS SHALL BE MEDLJM-WEIGHT AND SHALL COMPLY WITH ASTM CSO WITH NET AREA COMPRESSIVE STRENGTH OF 1900 P5L UNITS SHALL BE PROTECTED FROM EXPOSURE TO MOISTURE PRIOR TO CONSTRUCTION MORTAR SHALL BE TYPE 5 AND SHALL COMPLY WITH ASTM C210. PROPORTIONS SHALL COMPLY WITIa 8C 210321 AND TM5 602/AC1530.1/A5CE 6 ARTICLES 2.1 AND 2bA NCLUDNG TABLES SC -I AND SC-2. MASONRY CEMENT SHALL NOT BE USED. AGGREGATE SHALL COMPLY WITH ASTM C144. GROUT SHALL CONFORM TO ASTM C416, 8C SECTION 21033 AND TINS 602/ACI5301/ASCE 6 ARTICLE 22 AND 2613. GROUT STRENGTH BASED ON 28-DAY TESTS SHALL BE 2,000 P51 MINIMA'. MORTAR SAND SHALL NOT BE USED. GROUT SHALL BE POURED N MAXFNM EFTS OF 5-4'. GROUT SHALL BE VBRATED DURING PLACEMENT TO ENSURE THAT CELLS ARE COMPLETELY FLLED. ALL CELLS CONTAINING VERTICAL BARS OR EMBEDDED ITEMS, ALL CELLS BELOW GRADE AND ALL BOND BEAMS SHALL BE FILLED WITH GROUT. WALLS SHALL BE GROUTED SOLD, UNLESS NOTED OTHERWISE RENFORCNG STEEL DEFORMED BARS SHALL SE ASTM A615, GRADE 60. LAP BARS 48 DIAMETERS AT SPLICES, UNLESS NOTED OTHERWISE MIN51l1M WALL REINFORCEMENT SHALL SEAS FOLLOWS 6' WALLS 8' WALLS *4 a 48' VERT Y5 a 48' VERT (2) 14 a 48' HOWL (2) *5 a 48' HORLZ PROVIDE (2) u5 VERTICAL FOR THE FULL HEIGHT OF THE WALL AT EACH SIDE OF OPENINGS AT WALL CORNERS AND INTERSECTIONS, AND AT FREE ENDS OF WALLS. PROVIDE (2) *5 HORIZONTAL AT ELEVATED FLOOR AND ROOF LEES, AT TOPS OF WALLS, AND ABOVE AND BELOW ALL OPENINGS. ALL HORIZONTAL RENFORCEMENT SHALL BE PLACED N BOND BEAMS. EXTEND REINFORCEMENT AROUND OPENINGS 7-0' BEYOND FACE OF OPENING, OR AS FAR 45 POSSIBLE, AND 1400K PROVIDE CORNER BARS TO MATCH HORIZONTAL RENFORCNG AT WALL CORNERS AND INTERSECTIONS. SEE DRAWINGS FOR ADDITIONAL REINFORCING REQUREMENTS. MASONRY ANCHORAGE POST -INSTALLED MASONRY ANCHORS INTO SOLID GROUTED MASONRY SHALL SE INSTALLED PER MANUFACTURERS INSTRUCTIONS AND NOTED ICC-ES REPORTS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED TO THE ARCHITECT FOR REVEW BY ENGINEER WITH ICC-ES REPORTS NDICATNG EQUIVALENT OR GREATER LOAD CAPACITES. ANCHORS SHALL BE THE FOLLOWING TYPES: EXPANSION ANCHORS SHALL BE SMPSON WEDGE -ALL (E5R-1336), I-IL11 KWIK BOLTS (CC-ESR 3185 ), OR DEWALT/POWERS POWER -STUD + SDI (E5R-2366 ). ADHESIVE ANCHORS SHALL BE SIMPSON SET (E5R-1112J, HILTI HY-10 (E5R-2682 ),OR DEWALT/POWERS ACIO0+GOLD (E3R-3200). HEAVY DUTY SCREW ANCHORS INTO MASONRY SHALL BE 51MPSON TEN HD ( E5R-1056), DEWALT SCREW -BOLT+ (ESR-4042) OR HLTI KWIK 1-115-EZ ( E5R-3056). REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com Reid iddleton`' 728 1341h Street SW • Suite 200 Everett, Washington 98204 Ph: 425 741-3800 www.reidmiddleton.com ©Copyright 2019 Reid Middleton, Inc. J U3 U00 N tZ LPL 0 J 0°g O 0z O 0 o Q CO Wig < J Z Q 00 a, O m o rn CO 0 TO U 0)0>co m0 0'3 N 7 J h REVISION DATE 1 PERMIT RESPONSE 1/30/2019 ell` c ' n. Pj3►o%ad . tantiialCo 43. £`',' ;;curl Ptianee- st�Altants -Da i?-43. Design: TJP / BYM Drawn: RLC / TJP Checked: PNC Project No. 262018.024 Issuance PERMIT SET Date: 01/30/2019 Drawing Title GENERAL STRUCTURAL NOTES Drawing Number ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED THE SPECIFIED STRENGTH BY MORE THAN 18 KSI (RETESTS SHALL NOT EXCEED THIS VALUE BY MORE THAN AN ADDITIONAL 3 K51) AND RATIO OF ACTUAL TENSILE STRENGTH TO ACTUAL VELD STRENGTH IS NOT LESS THAN 125. F MILL TEST REPORTS ARE NOT AVAILABLE L5T2 RENFORCEMENT SHALL BE TESTED PER THE SPECIFICATIONS AT THE CONTRACTOR 5 EXPENSE RECEIVED CITY OF TUKWILA APR 01 2019 PERMIT CENTER GENERAL STRUCTURAL NOTES woo ALL WOOD FRAMING DETAILS SHALL BE CONSTRUCTED TO THE MNMUM STANDARDS OF THE EC. MINIMUM NALNG SHALL CONFORM TO EC TABLE 2304.101 OR CURRENT CC -ES REPORT ESR-1539, UNLESS OTHERWISE NOTED. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. INSTALL WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. NSTALLATION OF LAG SCREWS SWILL CONFORM TO NDS SECTION 1214, AND INSTALLATION OF BOLTS SHALL CONFORM TO NDS SECTION 1213. REFERENCE STANDARDS- WOOD SHALL CONFORM TO ALL REQUIREMENTS OF THE FOLLOWING DOCUMENTS REFERENCE CHAP I tk 23 FOR ADDITIONAL REQUIREMENTS FOR MATERIALS NOT NOTED, SUCH AS CLT, FEERBOARD, PARTICLEBOARD, AND LOG MEM8ER5. ARC TCM ANSI / AW1C NDS ANSI / AWC SPEWS AWC WGD NO.4 AWC WFCM ANSI / ARC 480.1 ARC A111 AWPA CI ' TIMBER CONSTRUCTION MANUAL' ' NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION' ' SPECIAL DESIGN PROVISIONS FOR WIND AND S85150 WOOD CONSTRUCTION DATA PLANK AND BEAM FRAMING FOR RESIDENTIAL BUILDINGS' ' WOOD FRAME CONSTRUCTION MANUAL FOR ONE- AND TWO-FAMILY DUELLMGS' ' STRUCTURAL GLUED LAMINATED TIMBER' ' STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMNATE) TIMBER OF 50FTUI00D SPECES' ' ALL TIMBER PRODUCTS -PRESERVATIVE TREATMENT BY PRESSURE PROCESS' ROOF FLOOR / WALL SEAMING SHALL 8E APA RATED, EXTERIOR OR EXPOSURE I PLYWOOD OR ORENTED STRAND 130ARD (058) N CONFORMANCE WITH EC SECTION 230315. SHEATHING SHALL BE MANUFACTURED UNDER THE PROVISIONS OF VOLUNTARY PRODUCT STANDARDS PS I-09, PS 2-I0, OR APA PRP-10S PERFORMANCE STANDARDS AND POLICES FOR STRUCTURAL USE PANELS. SEE DRAWINGS FOR THICKNESS, SPAN RATING, AND NAILING REQUIREMENTS. UNLESS OTHERWISE NOTED, WALL SHEATHING SHALL 8E V7 (NOMINAL) WITH SPAN RATING OF 24/0. GLUE FLOOR SHEATHING TO ALL SUPPORTING MEMBERS WITH ADHESIVE CONFORMING TO APA SPECIFICATION AFG-0L ROOF AND FLOOR SHEATHING SHALL 8E LAD UP WITH GRAN PERPENDICULAR TO SUPPORTS AND HALED A5 SHOWN ON THE DRAWINGS. INSTALL APPROVED PANEL EDGE CLPS CENTERED BEMUEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE -AND -GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOW BLOCKING ALLOW V8' SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH I6d a 12' OC. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS, NSTALL FLAT 2x BLOCKING AT ALL UNFRAMED PANEL EDGES AND NAL WITH EDGE NAILING &RECIFED. ALL PRESSURE -TREATED (PT ) WOOD MEMBERS SPECFED ON THE DRAWINGS BALL BE PRESSURE -TREATED WITIa COPPER AZOLE CA-8 (HEM -FIR ONLY), OR ALKALINE COPPER QUAT (ACQ-C FOR DOUGLAS-FR, OR ACQ-D FOR HEM-FR) PRESERVATIVES UNLESS OTHERWISE NOI EL/ AMMONIACAL COPPER ZNC ARSENATE (AGZA) PRESERVATIVE OR OTHER PRESERVATIVES WITH AMMONIA CARRERS, SHALL NOT BE USED. SEE GENERAL STRUCTURAL NOTES BELOW FOR MATERIAL REQUIREMENTS OF CONNECTORS AND FASTENERS IN CONTACT WITH PRESSURE -TREATED MEMBERS. INSTALL (2) LAYERS OF ASPHALT -IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC, AND CONCRETE OR MASONRY. 5e11IN L WaEE. SAWN LUMBER SHALL BE IDENTFED BY THE GRADE MARK OF A LUMBER GRADING OR INSPECTION AGENCY APPROVED BY AN ACCREDITATION BODY COMPLYING WHIZ DEPAK 1 r 1 NT OF COMMERCE P520. FRAMING LUMBER SHALL BE KLN DRED OR 11C-19, AND GRADED AND MARKED N CONFORMANCE WITH WCJ.13. STANDARD GRADING RULES FOR WEST COAST LUMBER N0.11 SAWN LUMBER SPECES AND GRADES SHALL BE AS FOLLOWS JOISTS (2xMEMBERS ) (3x AND 4x MEMBERS) DOUGLAS FR N0.2 FE•900P51 Fv•ISO PSI E•1600K51 DOUGLAS FR NO.1 Fb • 1000 P51 Fv • ISO PSI E • 1100 K9I BEAMS AND STRINGERS: DOUGLAS FIR NO.1 (MGLUDNGSxAND LARGER MEMBERS) Fb•1350P51 FL, •110P51 E•16,00K51 POSTS (4x MEMBERS) DOUGLAS-FR NO.1 Fc • 1500 PSI E • 1100 K5I (6x AND LARGER MEMBERS) DOUGLAS FR NO.1 Fc•1000P51 E•1600K5I STUDS, PLATES, LEDGERS AND DOUGLAS FR N0.2 MISCELLANEOUS LIGHTFRAMNG: RD•900P51 E•1600PSI Fc•1350PSI Ft•515PSI SPECIAL INSPECTION SCHEDULE TIMBER CONNECTORS CALLED OUT BY Lt 1 1 EK5 AND NUMBERS SHALL 8E' STRONG-TEBY SMPSON COMPANY, AS SPECFED IN THEIR LATEST CATALOG. ALTERNATE CONNECTORS CONFORMING WITH EG SECTION 2303.5 4 2304.103, THAT MEET OR EXCEED THE SPECFED CONNECTORS CAPACITY MAY BE USED SUBJECT TO REVEU) AND APPROVAL 87 THE ENGINEER A CURRENT IGC-ES REPORT AND A LIST STATING THE REM -FOR -ITEM SUBSTITUTION AND CAPACITY COMPARISONS MUST 8E SUBMITTED TO THE STRUCTURAL ENGINEER FOR ANY PROPOSED SUESTTNTES. THE CONTRACTOR SHALL BE RESPONSELE FOR ALL ENGINEERING COSTS RELATING TO REVIEW AND/OR RE -DESIGN TO ACCOMMODATE PROPOSED SIE35TRUTIONS. NSTALL NUMBER AND SIZE OF FASTENERS AS SPECFED BY MANUFACTURER CONNECTORS SHALL BE WALLED N ACCORDANCE WAIN THE MANUFACTURERS INSTRUCTIONS. WERE CONNECTOR STRAPS CONNECT TWO MEMBERS, CENTER STRAP ON JOINT AND INSTALL NUMBER AND STZE OF FASTENERS AS SPECFED BY MANUFACTURE WM 4 EQUAL NUMBER AND SIZE OF FASTENERS IN EACH MEMBER ALL BOLTS IN WOOD M1318ER5 SHALL CONFORM TO ASTM 4301 INSTALL WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. ALL SHINS SHALL BE SEASONED AND DRED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL TIMBER JOISTS AND MULTIPLE JOIST 8EAM5 514ALL BE CONNECTED TO FLUSH BEAMS WTH' HJ ' SERFS JOIST HANGERS, UNLESS OTHERWISE NOTED. ALL TIMBER CONNECTORS N CONTACT WITH PRESSURE -TREATED WOOD THAT USES PRESERVATIVE CHEMICALS SHALL BE MANUFACTURED FROM ZMAX STEEL BY 5MP50N (G185 STEEL PER ASTM A653), OR TYPE 304 0R 316 STAINLESS STEEL ALTERNATIVELY, CONNECTORS CAN BE POST HOT DIP GALVANIZED PER ASTM A123 OR MECHANICALLY GALVANIZED PER ASTM 8695, CLASS 55 OR GREATER STAINLESS STEEL FASTENERS SHALL BE USED WITH STAMLES5 STEEL CONNECTORS, AND HOT DIP GALVANIZED FASTENERS PER A5111 A153 SHALL SE USED WITH GALVANIZED CONNECTORS. HALM NOT SPECIFICALLY NOTED N DRAWINGS SHALL BE AS SHOWN M EC TABLE 2304101 NAILS SHALL COMPLY WITH ASTM FI661. MINIMUM NAL DIMENSIONS SHALL BE AS FOLLOWS: SIZE DIAMETER LENGTH 6d 0.113' 7 8d 0J31/ 2 V7 10d 0J48' 3' 12d 0.146' 3 V4' 16d 0.162' 3 1/7 20d 0.152' 4' BOLTS SHALL CONFORM TO ASIM A30 L LAG SCREWS SHALL CONFORM TO ASME BI8.2.1. INSTALL WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. INSTALLATION OF LAG SCREWS SHALL CONFORM TO 2015140E SECTION 1114, AND INSTALLATION OF BOLTS SHALL CONFORM TO 2015 NDS SECTION I(L3. FRE-DRLL HOLES FOR LAG SCREWS TO AVOID SPLITTING, ALL TIMBER FASTENERS N CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL 8E POST HOT DP GALVANIZED PER ASTM A153. SEE EA5THQLLAKE DESIGN DATA SECTION OF THE GENERAL STRUCTURAL NOTES ON SHEET t 5-0011 FOR SEISM C-FORCE REEVING -SYSTEMS. SEISMIC- FORCE-RE55TING SYSTEMS (INCLUDING DRAG STRUTS AND CHORDS) ARE SUBJECT TO SPECIAL INSPECTION IN ACCORDANCE WITH 11-E FOLLOIUNG SEISMIC AND NON -SEISMIC TABLES STRUCTURAL SYSTEMS NOT PART OF THE SEISMIC -FORCE -RESISTING SYSTEM NEED ONLY BE INSPECTED N ACCORDANCE WITH NONSESMIG TABLES. STRUCTURAL STEEL SPECIAL INSPECTION SPECIAL INSPECTION FOR STRUCTURAL STEEL SHALL BE ACCORDANCE WITH A5C 341 A15C 360, AND THE FOLLOWING INFORMATION. TASK - INDICATES WtaETHER TO OBSERVE OR PERFORM (OR BOTW THE INSPECTION TASK. DOC - THE INSPECTOR SWILL PREPARE REPORTS INDICATING THAT THE WORK HAS BEEN PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. O - OBSERVE THESE FUNCTIONS ON A RANDOM) DAILY BASIS, OPERATIONS NEED NOT BE DELAYED PENDING INSPECTIONS. FREQUENCY OF OBSERVATIONS SHALL BE ADEQUATE TO CONFIRM THAT THE WORK 1445 BEEN PERFORMED IN ACCORDANCE WITH THE APPLICABLE DOCUMENTS. P - PERFORM FOR EACH JOINT OR MEMBER PR10R TOME FINAL ACCEPTANCE OF THE REM QC - TASKS INDICATED AS 'QC' SHALL BE EXECUTED BY THE FABRICATOR AND ERECTOR IN ACCORDANCE WITH A15G 360 CH4r 1 r < N QA - TASKS INDICATED AS'04' SHALL BE EXECUTED BY THE SPECIAL INSPECTOR IN ACCORDANCE WM 4 RISC 360 CHAPTER N. STEEL INSPECTION TASKS QC QA REFERENCED STANDARD INSPECT THE FABRICATED STEEL AND ERECTED STEEL FRAME TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN ON THE CONSTRUCTION DOCUMENTS, SUCH AS BRACES, STIFFENERS, MEMBER LOCATIONS AND PROPER APPLICATION OF JOINT DETAILS AT EACH CONNECTION. QC QA A15C 360 CH N WIELDING INSPECTION TASKS PRIOR TO WELDING REFERENCED STANDARD EC REFERENCE INSPECTION TASKS PRIOR TO WELDING QC QA A5G 360 N AND MS DU 110521 WELDING PROCEDURE SPECEICATIONS (U1P55) AVAILABLE P P MANUFACTURER CERTFICATONS FOR WELDING CONSUMABLES AVALABLE P P MATERIAL DENTFIGAT ON (TYRE / GRADE) 0 0 WELDER IDENTIFICATION 575TEM 1 0 0 FIT -UP OF GROOVE WEL.D5 (INCLUDING JOINT GEOMETRY), JOINT PREPARATION DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE BEVEL), CLEANLINESS (CONDITION OF STEEL SURFACES /0 TACKING (TACK WELD QUALITY AND LOCATION), BACKING TYPE AND FR (F APPLICABLE) 0 CONFIGURATION AND FINISH OF ACCESS HOLES 0 0 FR-UROFFILLET WELDS, DIMENSIONS ( ALIGNMENT, GAPS ATROOT/CLEANLINESS (CONDITION OF STEEL SURFACES), TACKING (TACK 1(EID (3LA1 MY AND LOCATION/ 0 0 CHECK WELDNG EO.IF ENT 0 - NSPECTION TASKS DURING WELDING REFERENCED STANDARD BC REFERENCE INSPECTION TASKS DURING WELDING QG OA AND AAW5DUN 11051J USE OF QUALFED WELDERS 0 0 CONTROL AND HANDLING OF WELDING CONSUMABLES, PACKAGING, EXPOSURE CONTROL 0 0 NO WELDING OVER CRACKED TACK WELDS 0 0 ENVIRONMENTALCONDITIONS, LLINDSPEED WITHINLMITS,PRECARATIONAND TEMPERATURE 0 0 W I'S FOLLOWED, SETTINGS ON WELDING EQUIPMENT, TRAVEL SPEED, SELECTED WELDING MATERIALS, SHELDING GAS TYPE / FLOW RATE PREHEAT APPLE INTERPA55 TEMPERATURE MAMTA/t4ED (MIN / MAX), PROPER POSITION (F, V, H 014) 0 0 WELDING TECHNIC,2IES, MTERPASS AND FINAL GLEANING, EACH PASS WITHIN 0 0 PROFILE IJMITATIONS, EACH PASS MEETS QUALITY REQUIREMENTS INSPECTION TASKS AFTER WELDING REFERENCED STANDARD REFERENCE INSPECTION TASKS AFTER WELDING QC QA ASG 360 60 N AND CI-L 11057J WELDS CLEANED 0 0 SIZE LENGTH AND LOCATION OF WEDS P P WELDS MEET VISUAL ACCEPTANCE CRITERIA CRACK PROHERION WELD / EASE -METAL FUSIONGH CRATER CROSS SECTION, WELD PROFILES, WELD SIZE, UNDERCUT, POROSITY P P ARC STRIKES P P k-AREA 1 P P BACKING REMOVED AND WELD TAB5 REMOVED (IF REQUIRED) P P REP RACTVITES P P DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR M91BER P P 11E FABRICATOR OR ERECTOR, AS APPLICABLE SHALL MAINTAIN A SYSTEM BY WHICH A WELDER W1401 45 WELDED A JONT OR MEMBER GAIN 8E DENTFED. STAMPS, F USED, SHALL BE THE LOUT -STRESS TYPE 7 W44E4 WIELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE K-AREA VISUALLY INSPECT THE WEB k-AREA FOR CRACKS U1THIN 3 MOHES OF WELD. BOLTING INSPECTION TASKS PRIOR TO BOLTING REFERENCED STANDARD EG REFERENCE INSPECTION TASKS PRIOR TO BOLTING QC QA DISC 360 CH N 110511 MANUFACTURERS CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS 0 P FASTENERS MARKED IN ACCORDANCE WITH AVM REQUIREMENTS 0 0 PROPER FASTENERS SELECTED FOR 114E JOINT DETAIL (GRADE TYPE BOLT LENGTH FTHREADS ARE TOBEEXCLUDED FROM SHEAR PLANE) 0 0 PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL 0 0 CONNECTING ELEMENTS, NCLUDNG THE APPROPRIATE PAYING SURFACE C01•01110N AND 140LE PREPARATION, F SPECFED, MEET APPLICABLE REQUIREMENTS 0 0 PRE -INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER ASSE'MBLJES AND METHODS USED P 0 PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER FASTENER COMPONENTS 0 0 INSPECTION TASKS DURING SOLING REFERENCED STANDARD REFERENCE INSPECTION TASKS DURING BOLING QC QA A15G 360 CH N 11051.1 FASTENER ASSEMBLES, OF 5UITA8LF CONDITION PLACED IN ALL HOLES AND WA5HER5(F REQUIRED) ARE P05110NED AS REQUIRED O 0 JOINT 8R0W HT TO THE SNUG -TIGHT CONDITION PRIOR TO THE PRETENSIONNG OPERATION 0 0 FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING 0 0 FASTENERS ARE FRETENSIONED IN ACCORDANCE WITH THE RCSC SPECIFICATION PROGRESSING SYSTEMATICALLY FROM THE MOST R1GD POINT TOWARD THE FREE EDGES 0 0 INSPECTION TASKS AFTER BOLTING REFERENCED STANDARD EC REFERENCE INSPECTION TASKS AFTER BOLTING QC QA ASG 360 N 1105.2.1 DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS P P COMPOSITE CONSTRUCTION INSPECTION OF STEEL ELEMENTS OF COMPOSITE CONSTRUCTION PRIOR TO CONCRETE PLACEMENT REFERENCED STANDARD EC REFERENCE INSPECTION OF STEEL ELEMENTS OF COMPOSITE CONSTRUCTION PRIOR TO CONCRETE PLACEMENT QC QA 4U5G 360 CH N AND AWS DU 110521 PLACEMENT AND INSTALLATION OF STEEL DECK P P PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS P P DOCUMENT ACCEPTANCE OR REJECTION OF STEEL ELEMENTS P P OPEN -WEB STEEL JOISTS AND JOIST GIRDERS VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC REFERENCED STANDARD REFERENCE L INSTALLATION OF OPEN -WEB STEEL JOISTS AND JOIST GRDERS a END CONNECTIONS -WELDING OR BOLTED X 5,4 SFECFCAT ONS LISTED M SECTION 22011 11055.23, 22011 b. BRDGING - HORIZONTAL 0R DIAGONAL I1 STANDARDBRICGNG X SJISPECFIC4110N915TED M EG SECTION 2201J 1105523, 22011 2) BRIDGING THAT DIFFERS FROM THE SJI SPECIFICATIONS LISTED IN 1105523, IBC SECTION 2201/ X 22011 SEISMIC EOLTINCS VISUAL NSPEGTION TASK PRIOR TO WELDING CC QA REFERENCED STANDARD EC REFERENCE TASK DOG TASK DOC PROPER FASTENERS SELECTED FOR THE JOINT DETAIL 0 - 0 - A eJ AC 341 CF{ J 1105.121 PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL 0 - 0 - CONNECTNG ELEMENTS, INCLUDING THE APPROPRIATE EATING SURFACE CONDITION AND HOLE PREPARATION F SPECFED, MEET APPLICABLE REQUIREMENTS 0 0 PRE-MSTALLAT1ON VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED FOR FASTENER ASSEMBLES AND METHOD USED P D P D PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER FASTENER COMPONENTS 0 0 VISUAL INFECTION TASK DURING BOLING QC QA REFERENCED STANDARD EC REFERENCE TASK DOC TASK DOC FASTENER ASSEMBLES PLACED IN ALL 140LE5 AND WASHER (F REQUIRED) ARE 0 0- ALSOJ I10512J POSITIONED AS REQUIRED JONT SOUGHT TO 114E SNUG TIGHT CONDITION PRIOR TO THE PRETENSIONNG OPERATION 0 - 0 - FASTENER COMPONENT NOT TURNED BY 1HE WRENCH PREVENTED FROM ROTATING 0 - 0 BOLTS ARE FRETENSIONED PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID PONT TOWARD THE FREE EDGES 0 - 0 VISUAL M5PEC110N TASK AFTER BOLTING QC QA REFERENCED STANDARD EC REFERENCE TASK DOC TASK DOC P D P D ALSO 341 CH J 1105.121 DOCUMENT AOCtr 1 tV AND REJECTED CONNECTIONS REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION CITY RECEIVED tiILA APR 01 2019 PERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com Reid £iddleton 728 1341 Street SW • Suite 200 Everett, W shinglon 98204 Ph: 425 41-3800 www.reid middleton.com ©Copyrig 1 2019 Reid Middleton, Inc. J CO VOO_ e '- 2 I— C— (n W o 0 J Q o - az o �p U � co w <JZ W O0 COC U 0)m 2 < §.. (1)✓� NYz LU ' I— o 1- ' F- 1— U- REVISION DATE 1 PERMIT RESPONSE 1/30/2019 t-seV ruwe.c1 arid-pproved foi Substantial Compliance — I v r!•-IC Consult;:0#� Design: Drawn: Checked: Project No. TJP / BYM RLC / TJP PNC 262018.024 Issuance PERMIT SET Date: 01/30/2019 Drawing Title GENERAL STRUCTURAL NOTES Drawing Number SPECIAL INSPECTION SCHEDULE rolluda architects SEISMIC WELDING VISUAL NSPECTION TASK PRIOR TO WELDING QC OA REFERENCED STANDARD IBC REFERENCE TASK DOC TASK DOC MATERIAL IDENTIFICATION (TYPE / GRADE) 0 - 0 - AI5C341CI-4 AWS DU 1105.12.1 WELDER IDENTIFICATION SYSTEM 0 - 0 - HT-oPOF GROOVE (INCLUDING JOINT GEOMETRY) - JOINT PREPARATION - DIMENSION (ALIGNMENT, ROOF OPENNG, ROOT FACE, BEVEL ) - CLEANLINESS (CONDITION OF STEEL SURFACES) - TACKNG (TACK WELD CJAI ITY AND LOCATION) - BACKING TYPE AND FIT ( F APPLICABLE) P/O" - 0 CONFIGURATION AND FNISHTOACCESS POLES 0 - 0 - FIT -UP OF GROOVE (INCLUDING JOINT GEOMETRY) - DP•IENSION (ALIGNMENT, GAPS OF ROOT) - CLEANLINESS (CONDITION OF STEEL SURFACES) - TACKNG (TACK WELD QUALITY AND LOCATION) Pl0•• - 0 - VISUAL NSPECTION TASK DURING TO WELDING QC QA REFERENCED STANDARD IBC REFERENCE TASK DOC TASK DOC WPSFOLLOWED - SETTNGS ON WELDING EQMJPMENr - TRAVEL SPEED - SELECTED WIELDING MATERIALS -SHELDINGGAS TYPE / FLOW RATE - PREHEAT APPLE, - NTERPA55 TEMPERATURE MINT/NNW (MN / MAX) - PROPER POSITION (F, V, I40H) - INTERMIX OF FFTER METALS AVOIDED UNLESS APPROVED 0 0 - AJSC 341 CH J, AWSDU 1105.121 CONFIGURATION AND FMISN TO ACCESS HOLES 0 - 0 CONTROL AND HANDING OF WIELDING CONSUMABLES -PACKAGING - EXPOSURE CONTROL 0 - 0 - ENVRONMENTAL CONDITIONS -WNDSPEED WINNLMTS - PRECIPITATION AND TEMPERATURE 0 0 - WELDING TECHNIQUES - NTERPA55 AND FINAL CLEANNG - EACH PASS WITHIN PROFILE LIMITATIONS - EACH PASS MEET QILaLTrT REQUIREMENTS O - NO WELDING OVER CRACKED TACKS 0 - 0 - VISUAL NSPECTION TASK AFTER TO WELDING QC QA REFERENCED STANDARD EC REFERENCE TASK DOC TASK DOC WELDSCLEANED 0 - 0 NSC341CHJ, AWSDU 1105.12J SIZE, LENGTH AND LOCATION OFWELDS P - P - WELDS MEET VISUAL ACCEPTANCE CRITERIA - CRACK FROHEITION - WELDS MEET VISUAL ACCEPTANCE CRITERIA - CRATER CROSS SECTION - REID FROFLES AND SIZE -UNDERCUT - POROSITY P D P 0 PLACEMENT OF RENFORCNG OR CONTOURNG FLLET LEL75 (F REQUIRED) P D P D BACKING REMOVED, WELD TABS REMOVED AND FINISHED, AND FILLETUELDSADDED (FREGIIRED) P D P D REPAIR ACTIVITES P - P D • • FOLLOWING PERFORMANCE OF THG INSPECTION TASK FOR TEN UJELDS TO BE MADE BY A GIVEN WELDER UM 4 THE WELDER DEMONSTRATING UNDERSTANDING OF REQUIREMENTS AND POSSESSION OF SKILLS AND TOOLS TO VERIFY THESE 11EM5, THE PERFORM DESIGNATION OF THIS TASK SHALL BE REDUCED TO OBSERVE,AND THE WELDER SHALL PERFORM TINS TASK SHOULD NE INSPECTOR DETERMINE TAT THE WIELDER HAS DISCONTINUED PERFORMANCE OF 11415 TASK, THE TASK SHALL BE RETURNED TO PERFORM UNTIL SUCH THE AS THE NSPECTOR HAS RE-ESTABLISHED ADEQUATE ASSURANCE THAT THE WELDER WALL PERFORM THE INSPECTION TASKS LISTED. SEISMIC STEEL INSPECTION TASK OTNERUISPECTIONTASKS QC OA REFERENCEC � STANDARD REFERENCE TASK DOC TASK DOG RES REQUIREMENTS, F APPLICAELE -CONTCURAND FNISH - DMEN5ION TOLERANCES P D P D AISC341CH. J 1105.121 PROTECTED ZONE - NO HOLES AND UNAPPROVED ATTACHMENTS MADE BY FABRICATOR OR ERECTOR A5 APPLICABLE P D P D SEISMIC COMPOSITE CONSTRUCTION REFECTION OF COMPOSITE STRUCTURES PRIOR TO CONCRETE PLACEMENT QC QA REFERENCED STANDARD IBC REFERENCE TASK DOC TASK DOC MATERIAL IDENTIFICATION OF RENFORCNG STEEL (TYPE / GRADE) 0 - 0 - DETERMNATION OF CARBON EQUIVALENT FOR RENFORCNG STEEL OTHER THAN A5TM,4106 0 0 - PROPER RENFORCNG STEEL SIZE SPACING AND ORENTATION 0 - 0 - RENFORCING STEEL HAS NOT BEEN REGENT N NE FED 0 - 0 - A15C 341 CH J 1105.121 REINFORCING STEEL HAS BEEN TIED AND SUPPORTED A5 REQUIRED 0 - 0 - RECLINED RENFORCNGSTEEL CLEARANCE HAVE BEEN PROVIDED 0 - 0 - COMPOSITE MEMBER HAS REQUIRED SIZE 0 - 0 - NSPECTION OF COMPOSITE STRUCTURES DURNG CONCRETE PLACEMENT�� QC QA REFNCEC STANDARD REFERENCE TASK DOG TASK DOG CONCRETE MATERIAL IDENTIFICATION (M X DESIGN COMPRESSIVE STRENGTH MA)OM11A1 LARGE AGGREGATE SIZE,MAXIMA15LUMP) 0 0 O 0 LIMITS ON WATER ADDED AT TI E TRUCK OR PUMP 0 0 0 D AISC 341 CH J 1105J21 PROPER PLACEMENT TECHNIQUES TO LMIT SEGREGATION 0 - 0QC - NSPECTION OF COMPOSITE STRUCTURES AFTER CONCRETE PLACEMENT QA REFERENCED STANDARD EC REFERENCE TASK DOC TASK DOC ACHIEVEMENT OF MNt1J1 SPECFED CONCRETE COMPRESSIVE STRENGTH AT SPECIFIED AGE D D AISC 341CH J 1105121 COLD -FORMED STEEL DECKS NSPECTION OR EXECUTION TASKS PRIOR TO DECK PLACEMENT QC QA� STANDARD EC REFERENCE VERFY COMPLIANCE OF MATERIALS (DECK AND DECK ACCESSORES) WITH CONSTRUCTION DOCUMENTS, NCLUDNG FROF LES MATERIAL PROPERTIES, AND BASE METAL THICKNESS P P SDI-QA / QC-2011 T10522 DOCUMENT ACCEPTANCE OR REJECTION OF DECK AND DECK ACCESSORES P P INSPECTION OR EXECUTION TASKS AFTER DECK PLACEMENT QC QA REFERENCED STANDARD EC REFERENCE VERIFY COMPLIANCE OF DECK AND ALL DECK ACCESSORIES INSTALLATION WITH CONSTRUCTION DOCUMENTS P P SDI-QA / QC-2011 110522 VERFY DECK MATERIALS ARE REPRESENTED BY THE MILL CERTIFICATIONS THAT COMPLY UJTH THE CONSTRUCTION DOCUMENTS WA P DOCUMENT ACCEPTANCE OR REJECTION OF INSTALLATION OF DECK AND DECK ACCESSORES PEC P INSPECTION OR EXECUTION TASKS PRIOR TO WELDING QG QA REFERENCED STANDARD REFERENCE WELDING FROCEDURE SPECIFICATIONS (UPS) AVALABLE 0 0 SDI-QA / QC-2011 110522 MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE 0 0 MATERIAL IDENTIFICATION(TYPE / GRADE ) 0 0 CHECK WELDNG EQUIPMENT 0 0 NSPECTION OR EXECUTION TASKS DURING WELDNG QC RA REFERENCED STANDARD EC REFERENCE USE OF CIJALFIED WELDERS 0 0 SDHQA / QC 2011 1105.22 CONTROL AND HQNDLNG OF WELDNG CONSUMABLES 0 0 ENVIRONMENTAL CONDITIONS (WIND SPEED, MOISTURE TEMPERATURE) 0 0 UPSFOLLOWED 0 0 INSPECTION OR EXECUTION TASKS AFTER WELDING QC QA REFERENCED STANDARD IBC REFERENCE VERFY SIZE AND LOCATION OF U1F1.DS, INCLUDING SUPPORT, SIDELAP, AND PERIMETER WELDS P P SDI-QA / QC 2011 110522 WELDS MEET VISUAL ACCEPTANCE CRITERIA P P VERIFY REPAIR ACTNRES P P DOCUMENT ACCEPTANCE OR REJECTION OF WELDS P P INSPECTION OR EXECUTION TASKS PRIOR TO MECHANICAL FASTENING QC QA REFERENCED STANDARD EC REFERENCE MANUFACTURER NSTALLATION INSTRUCTIONS AVALABLE FOR MECHANICAL FASTENERS 0 0 SD1-QA / QC-2011 110522 PROPER TOOLS AVALABLE FOR FASTENER INSTALLATION 0 0 PROPER STORAGE FOR MECHANICAL FASTENERS 0REFERENCED 0 NSPECTION OR EXECUTION TASKS DURING MECHANICAL FASTENNG QC LL4 STANDARD EC REFERENCE FASTENERS ARE POSITIONED AS REQUIRED 0 0 SDI -CIA / QG2011 110522 H MANUFACTURERS INSTRUCTIONS FASTENERS ARE INSTALLED N LATH 0 O INSPECTION OR EXECUTION TASKS CURING MECHANICAL FASTENING QC LTA REFERENCED STANDARD EC REFERENCE CHECK SPACING, TYPE, AND INSTALLATION OFSUPPORT FASTENERS P P SDHQA / QC-2011 11052.2 CI ECK SPACING, TYPE, AND NSTALATION OF SIDELAP FASTENERS P P P P P P CHECK SPACING,1 T rE AND INSTALLATION OF PERIMETER FASTENERS VERIFY REPAIR ACTIVITIES DOCUMENT ACCEPTANCE OR REJECTION OF MECHANICAL FASTENERS P P SPECIAL INSPECTION OF CONCRETE CONSTRUCTION VERIFICATION AND NSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD EC REFERENCE L NSPECT RENFORCEMENT, INCLUDING PRESTRESSING TENDONS AND PLACEMENT x AC 318: CH. 20, 252, 253, 26.61- 26.63 1908.4 2 RENFORCNG BAR WELDING: a VERIFY UJELDABLITY OF RENFORCNG BARS OTHER THAN AVM A106 - X AWS 31& 1DL4 AC 6.6A - b. INSPECT SNGLE-PASS FILLET WELDS, MAXIMUM 5/16' - X c INSPECT ALL OTHER WELDS X - 3. INSPECT ANCHORS CAST N CONCRETE - X AC 31& I181 - 4. INSPECT ANCHORS POST -INSTALLED N HARDENED CONCRETE MEMBERS 7 a ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR X - AOl 31& 11824 UPWARDLY NCI -MD ORENTAT1ON5 TO RESIST SUSTAINED TENSION LOADS b. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED N 4 a - X AG 31& 118.2 5. VERFY USE OF REQUIRED DESIGN MIX X ACI 318: CH.19,26.43,26.4.4 1904.I 1904.2 1908.2 19083, 190810 6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECMENS FOR STRENGTH TESTS, PERFORM SUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE X AVM C 112 ASTM C 31 AC31&26.4,26J2 1908.10 1 NSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES X AG31&26S 19088 1908.1 19088 - X AO 318:2653 - 2655 1908.9 8. VERIFY MANTENANCE OF SPECFED CURNG 1 trrtRATURE AND TECHNIQUES 9. NOT USED. 10. INSPECT ERECTION OF PRECAST CONCRETE MRIBERS - X AC 318: 26.8 - IL VERIFY N-SITU CONCRETE STRENGTH PRIOR TO STRESSING OF TENDONS N POST -TENSIONED CONCRETE AND PRIOR TO REMOVAL OFSHORES AND FORMS FROMBEAMS AND STRUCTURAL SLABS - X AG 31&.16111 - 12 NSPECT FORMWORK FOR SHAPE, LOCATION AND DMENSIONS OF THE CONCRETE MEMBER BENG FORMED X AGI 31& 1611J1 WHERE APPLICABLE, SEE AI-50 ETC SECTION 1105.12 SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE 2 SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE N ACCORDANCE WTIH I1B2 N ACI 3I8, OR OTHER QiUALFIGATION PROCEDURES. WHERE SPECIFIC REQUREMENTS ARE NOT PROVIDED, SPECIAL INSPECTION RECIJRREENTS 51441.1 BE SPECIFED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILONG OFFICIAL PRIOR TO THE COMMENCEMENT OF UIORK SEISMIC REQUIREMENTS FOR WOOD CONSTRUCTION VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC REFERENCED STANDARD EG REFERENCE L FELDGLUING OFSEISMICELEMENTS X AFAND PASDPWS-2015 1105122 2 NAILING BOLTING, ANCHORING AND FASTENING OF W00D SHEAR WALLS, WOOD DIAPHRAGM COLLECTORS / DRAG STRUTS, BRACES, SHEAR PANELS AND HOLDOWNS X AF AND PA SDP US- 2015 1105122 COLD -FORMED STEEL LtCsNT GAUGE CONSTRUCTION VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC REFERENCEDESC STANDARD REFERENCE 1 WELDING OF SRSMIC OR WIND ELEMENTS X - 1105123 2 SCREW ATTACHMENT BOLTING,ANCHORING AND FASTENING OF SHEAR WALLS, BRACES, DIAPHRAGMS, COLLECTORS /DRAG X - 11051L2 STRUTS AND HOLDOUAdS 1105123 REQUIRED VERIFICATION AND INSPECTION OF SOILS architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com t Reid' °iddleton 728 134th Street SYI • Suite 200 Everett, Washington 98204 Ph: 425 741-3800 www.reidmiddlelon.com ©Copyright 2019 Reid Middleton, Inc. O z V- Oa) - E. IF, a) Q o J -1o°ci O oz O HO Z vJ J Q ct W 00 COO REVISION 1 PERMIT RESPONSE DATE 1/30/2019 -,1-jawed-and Approved for Substantial Compliance - by RHO Consultants Date VERFICATION AND NSPECTION TASK CONTINUOUS PERIODIC REFERENCE STANDARD IBC REFERENCE L VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY - X - 1105.6 2. VERFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL - X - 1105.6 3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS - X 1105.6 - 4. VERFY USE OF PROPER MATERIALS, DENSITIES AND LJFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FLL X 1105.6 5. PRIOR TO PLACEMENT OF COMPACTED FL., INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY X n05b REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION CITY OF 7 UK b ILA APR 01 2019 PERMIT CENTER Design: TJP / BYM Drawn: RLC / TJP Checked: PNC Project No. 262018.024 Issuance PERMIT SET Date: 01/30/2019 Drawing Title SPECIAL INSPECTION SCHEDULE Drawing Number SPECIAL INSPECTION SCHEDULE rolluda architects NON-STRUCTURAL COMPONENTS SEISMIC REQUIREMENTS FOR NONSTRUCTURAL COMPONENTS VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODICREFERENCED STANDARD EC REFERENCE L DESIGNATED SEISMIC SYSTEM a VERIFY THE LABEL, ANCHORAGE AND MOWING CONFORMS TO THE CERTIFICATE OF COMPLIANCE X ASCE 1 SECTION 132 1105.12.4 2 ARCHITECTURAL COMPONENTS a ERECTION AND FASTENING OF b. EXTERIOR CLADDING I, 2 X 1105125 b. ERECTION AND FASTENING OF NTERIOR3 AND EXTERIOR NON -BEARING WALLS i. 2 X - I105125 a ERECTION AND FASTENING OF INTERIOR AND EXTERIOR VENEER i, 2 X - 1105125 d ANCHORAGE OF ACCESS FLOORS X - 1105125J 3. PLUMBING, MECHANICAL AND ELECTRICAL COMPONENTS a ANCHORAGE OF ELECTRICAL EQUIPMENT FOR EMERGENCY AND STANDBY POWER SYSTEMS X _ 110512b b. ANCHORAGE OF OTHER ELECTRICAL EQUIPMENT X - 1105128 a NSTALLAIION AND ANCHORAGE OF PIPNG SYSTEM DESIGNED TO CARRY HAZARDOUS MATERIALS AND THERE ASSOCIATED MECHANICAL UNITS X - 1105128 d NSTALLATION AND ANCHORAGE OF DUCTWORK DESIGNED TO CARRY HAZARDOUS MATERIALS X - 1105126 a NSTALLATION AND ANCHORAGE OF V5RATION ISOLATION SYSTEM WHERE THE NOMINAL CLEARANCE BETWEENTHE EQUIPMENT SUPPORT FRAME AND RESTRAIN L5 V4 NCH OR LESS X - 1105116 4. STORACsE RACK a ANCHORAGE OF STORAGE RACKS 8 FEET OR GREATER IN HEIGHT X - 1105121 SPECIAL INSPECTION IS NOT REQUIRED FOR EXTERIOR CLADDNG, INTERIOR AND EXTERIOR NONSEARNG WIALLS AND INTERIOR AND EXTERIOR VENEER 30 FEET OR LESS IN HEIGHT ABOVE GRADE I OR A WALKING SURFACE 1. 2 SPECIAL INSPECTION 15 NOT REQUIRED FOR EXTERIOR CLADDING AND INTERIOR AND EXTERIOR VENEER WEIGHNG 5 PSF OR LESS. 3 SPECIAL INSPECTION IS NOT REQUIRED FOR INTERIOR NON -SEARING WALLS WEGI43AS 15 PSF OR LESS. MASONRY CONSTRUCTION MINIMUM VERIFICATION PRIOR TO CONSTRUCTION. VERIFY CERTIFICATES OF COMPLIANCE USED N MASONRY CONSTRUCTION. VERIFICATION AND NSPECTION TASK GONIINJCWS PERIODIC REFERENCED STANDARD BC REFERENCE MI5 402/A.CI 530/A5CE5 TM5602/ACT 530J/ASCE8 L VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS X ART.L5 1105.4 2 AS MASONRY CONSTRUCTION BEGNS, VERIFY THAT THE FOLLOWING ARE N COMPLIANCE a PROPORTIONS OF SITE -PREPARED MORTAR X ART.2J, 26A 1105.4 b. CONSTRUCTION OF MORTAR JOINTS X ART.338 1105.4 a GRADE AND SIZE OF PRESTRESSNG TENDONS AND ANCHORAGES X ART. 2.48, 241-1 1105.4 d LOCATION OF REINFORCEMENT, CONNECTORS AND PRESTRESSING TENDONS AND ANCHORAGES X ART.3.4, 3bA 1105.4 a PRESTRESSNG TECHNIQUE X ART. 3.615 1105.4 r. PROPERTES OF THN-BED MORTAR FOR ACC MASONRY X 1 X 2 ART. 21G 1105.4 3. PRIOR TO GROUTING, VERFY THAT THE FOLLOWING ARE N COMPLIANCE a GROUT SPACE X ART. 32D, 32F 1105.4 b. GRADE TYPE AND SIZE OF REINFORCEMENT AND ANCHOR BOLTS, AND PRESTRESSNG TENDONS AND ANCHORAGES SEC 6.1, 62l626, 821 ART.24, 3.4 1105.4 a PLACEMENT OF REINFORCEMENT, CONNECTORS AND PRESTRESSING TENDONS AND ANCHORAGES X SEC. 8J ART. 3.2 E 3.4, 3bA 110E4 d PROPORTION OF WE -PREPARED GROUT AND PRESTRESSING GROUT FOR 6CUNDED TENDONS X ART. 203, 24 Gib 1105.4 e. CONSTRUCTION OF MORTAR JOINTS X ART. 335 1105.4 4. VERFY DURING CONSTRUCTION: a SIZE AND LOCATION OF STRUCTURAL ELEMENTS X ART.33F 1105.4 b. TYPE SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS FRAME, OR OTHER CONSTRUCTION X SEC.6.143, 621 1105.4 a UJELDNG OF REINFORCEMENT x SEC. 811.1.2, 933.4a 133.4) 1105.4 d PREPARATION CONSTRUCTION. AND PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40' F (4.4' C)) OR HOT WEATHER X ART 18C, LSD 1105.4 (1 trlrtKATURE ABOVE 90' F (327 G )) a APPLICATION AND MEASUREMENT OF PRESTRESSING FORCE X ART.35B 1105.4 r. PLACEMENT OF GROUT AND PRESTRESSING GROUT FOR TENDON 15 N COMPLIANCE X ART.35, 350 1105.4 g PLACEMENT OF AAC MASONRY UNITS AND CONSTRUCTION OF 11-1N-15ED MORTAR JOINTS x i x 2 ART. 33J3.e, 33 FJb 1105.4 ,.OBSERVE PREPARATION OF GROUT SPEC31ENS, MORTAR SPECIMENS, AND / OR PRISMS x ART. L4 524 L4 B2b3, L4 152a3,1.4 B3, L415.4 1105.4 TESTS CONCRETE a VERIFICATION OF SPECFED CONCRETE COMPRESSIVE STRENGTH r, , IN ACCORDANCE WITH AG 318-14 SECTION 2612 VERIFICATION OF SPECIFIED AIR CONTENT, SLUMP AND TEMPERATURE IN ACCORDANCE WITH AG 318-14 SECTION 2612 AT TP TES FRESH CONCRETE IS SAMPLED. • VERIFICATION OF SPECFED SHOTCREIE COMPRESSIVE STRENGTH IN ACCORDANCE U5TH BC 1908.10 AT LEAST ONCE PER SHIFT, BUT NOT LESS THAN 50 CUBIC YARDS OF SHOTCRETE GEOTECHNICAL a VERIFICATION OF SPECIFIED FILL CLASSIFICATION MOISTURE CONTENT, AND DENSITY IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. MASONRY a VERIFICATION OF SLUMP OF FLOW AND VISUAL STABILITY INDEX (VS) AS DELIVERED TO THE PROJECT SITE N ACCORDANCE WITH SPECIFICATION ARTICLE 15 15.1.1a3 FOR SELF CONSOLIDATNG GROUT. • VERIFICATION OF FM IN ACCORDANCE WITH SPECIFICATION ARTICLE L4 5 PRIOR TO CONSTRUCTION, EXCEPT WHERE SPECIFICALLY EXEMPTED BY THIS CODE VERFY SPECFED COMPRESSIVE STRENGTH FT1, OF MASONRY EVERY 5,000 SQUARE FEET DURING CONSTRUCTION reviev: for But By BI-It Date REVIEWED FOR CODE COMPLIANCE APPROVED APR 252019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF T UKWILA APR 01 2019 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com Reid iddleton 728 1341h Street 5W Suite 200 Everett, Washington 98204 Ph: 425 741-3800 www.reidmiddleton.com ©Copyright 2019 Reid Middleton, Inc. J �00 VJ (1) c J ^Q W O oz O HO Uw W < J Z J Q W OC) O REVISION DATE 1 PERMIT RESPONSE 1/30/2019 ed d stantial C mpliance Consultants Design: TJP / BYM Drawn: RLC / TJP Checked: PNC Project No. 262018.024 Issuance PERMIT SET Date: 01/30/2019 Drawing Title SPECIAL INSPECTION SCHEDULE Drawing Number ABBREVIATIONS e AB ABV AC ADDL ADJ ASC 451 ALT ANCH APA APPROX AR ARCH ASCE ASTM AIDS B7 BAL BC BF LPG BLKG BM BOF BOT BP, BPL BRG BRUN Bu C CA CANTL CAP CC CDF CG CP Cs! AND AT ANCHOR BOLT ABOVE AMERICAN CONCRETE INSTITUTE ADDITIONAL ADJACENT, ADJUSTABLE AMERICAN NSTTIUTE OF STEEL CONSTRUCTION AMERICAN IRON AND STEEL INSTITUTE ALTERNATE ANCHOR AMERICAN PLYWOOD ASSOCIATION AFFROXMATE ANCHOR ROD ARCHITECT, ARCHITECTURAL AI RICAN SOCIETY OF CIVIL ENGINEERS AMERICAN SOCIETY FOR TESTING AND MATERIALS AMERICAN WIELDING SOCIETY BOTTOM OF BALANCE BOTTOM CHORD BRACED FRAME BUILDING :BLOCKING BEAM BOTTOM OF FOOTING BOTTOM BASE PLATE BEARING BETWEEN BUILT-UP CAMBER CHANNEL CONCRETE (EXPANSIONIANCHOR CANTILEVER CAPACITY CENTER -TO -CENTER CONTROL DENSITY FLL CENTER OF GRAVITY CAST-N-PLACE CONTROL JOINT, CONSTRUCTION JOINT CJP, CP CL CLR CMIJ COL CONC CONN CONST CONT CONSR CHORD CR51 CTR CUYD DB D-B DBA DBL DEG ° DC DEMO PET DF DIA DAG DICA DM DIST DL DN DO DP DS DWG OWL DIALS (E) EA EE EF EJ EL ELEC ELEV COMPLETE JOINT PENETRATION CENTERLINE CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONNECTION CONSTRUCTION CONTNJE, CONTINUOUS CONTRACTOR COORDINATE CONCRETE REINFORCED STEEL NSTTME CENTER CENTERED CUBIC YARD PENNYWBGHT(NNL5) DMDER BEAM, DROPPED BEAM DESIGN -BUILD DEFORMED BAR ANCHOR DOUBLE DEGREE DEMAND-CRMCAL DEMOLISH DEMOLITION DETAIL DOUGLAS FIR D14METER DIAGONAL DIAPHRAGM DRILLED-N CONCRETE ANCHOR DP -TENSION DISTANCE DEAD LOAD DOWN DITTO DEEP DRAG STRUT DRAWING DOWEL DOWELS EX15TNG EAU{ EPDXY (ADHESIVE)ANCHOR EACH END EACH FACE EXPANSION JONT ELEVATION ELECTRICAL ELEVATOR EMBED ENGR EQ EQJP E5 ETC EHU EW EXP EXIT EXIT GR FB FD FON FEMA FF FIN FUR FLG F5 FT,' FTG FTGS GA GALV GB, GRBM GEN GL, GLU LAM GLB GRD GRIND HCT HDR HGR HK HD HP HT HORIZ HIPT HSB HIS5 IF. EMBEDMENT ENGINEER EQUAL EQJPMENT EACH SIDE ET CETERA EAST -WEST EACH WAY EXPANSION EXTERIOR EXTERIOR GRADE FLUSH BEMs FLOOR DRAIN FOUNDATION FEDERAL EMERGENCY MANAGEMENT AGENCY FAR FACE, FINISH FLOOR FINISH FLOOR FLANGE FAR SIDE FEET FOOTING FOOTINGS GAGE, GAUGE GALVANIZED GRADE BEAM GENERAL GLUE LAMINATED WOOD GLUE LAMINATED BEAM GIRDER GROUND HOLLOW CLAY TILE HEADER HANGER HOOK HOEDOWN HIGH PONT HEIGHT HORIZONTAL HIGH PONT HIGH STRENGTH BOLT HOLLOW STRUCTURAL SECTION INTERNATIONAL BUILDING CODE INSIDE DIAMETER INSIDE FACE SYMBOLS N' INCH NGL NCWDE NJFO INFORMATION NT INTERIOR U ISOLATION JONT JST JOIST J5T5 JOISTS JT JONT K KP(Ip00LB) KP KING POST K5F KIPS PER SQUARE FOOT KSI KIPS PER SQUARE NCH L LENGTI4ANGLE LE* POUND LEV LEVEL LF LINEAL FOOT LL LIVE LOAD LP LOW PONY LLBB LONG LEGS BACK TO BACK LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LOC LOCATIONL LOCATE LONGIT LONGITUDINAL LPT LOW PONT 1.51-1 LONG SLOiIrr)HOLE LSL LATINATE, STRAND LUMBER LVL LAMINATED VENEER LUMBER MATL MATERIAL MAX MAXMJM MB MACHINE BOLT MECH MECHANICAL MF MOMENTFRAME MFR MANUFACTURER MIN MINIV1 MISC MISCELLANEOUS MPH MILES PER HOUR MTL METAL NF NEAR FACE NIC NOT N CONTRACT NLG NAILING NOM NOMINAL NO,* NUMBER 14-5 NORTH -SCUTS{ NS NEAR SIDE NTS NOT TO SCALE OC OD O.F. OFNG OPP ORTH OSH OWJ PA FCC PCF PEN FERP FL PLCS PLF PLWD PNL PP, PJP PRCST PREFAB P5 PSF PSI PSL FT P-T PVC BRAD RD REBAR REF RE* REM READ RM BD RTN SCHED SECT SFRS SHT SHITHG 5M SJI SOG SPC ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OPENING OPPOSITE ORTHOGONAL OVERSIZED10LE OPEN WEB JOIST POWDER ACTUATED PRECAST CONCRETE POUNDS PER CUBIC FOOT PENETRATION PERPENDICULAR PLATE, PROPERTY LNE PLACES POUNDS PER LINEAR FOOT PLYWOOD PANEL PARTIAL JONT PENETRATION PRECAST PREFABRICATED PRESTRESSED CONCRETE POUNDS PER SQUARE FOOT POUNDS PER SQUARE NCH PARALLEL STRAND LUMBER PONT, PRESSURE TREATED POST -TENSIONED POLYVINYL CHLORPE RADUS ROOF ORAN REINFORCED STEEL BARS REFERENCE REINFORCING REMAINDER REQUIRED RM BOARD RETURN SCHEDULE SECTION SEISMIC FORCE -RESISTING SYSTEM SHEET SHEATHING SMIL4R STEEL JOIST INSTITUTE SLAB -ON -GRADE SPACE, SPACED, SPACNG SPEC SQ SST SSW STAG STD STIF STIR STL STRUCT SPRT SW SIUS SYMM T/ TAB T4G TC TED TEMP 1HK THP THRU TOG TOF TOS TOW TR TRANS TYP TWS SPECIFICATION SQUARE STAINLESS STEEL SHORT SLOTTED HOLE STAGGER, STAGGERED STANDARD STIFFENER STIRRUP STEEL STRUCTURAL SUPPORT SHEAR WALL SHEAR WALL5CHEDULE SYMMETRICAL, SYMMETRY TOP OF TOP AND BOTTOM TONGUE AND GROOVE TOP CHORD TO BE DETERI-INED TEMPERATURE THICK THICKNESS TENDON HIGH PONT THROUGH TOP OF CONCRETE TOP OF FOOTING TOP OF STEEL TOP OF WALL 11-1READED ROD TRANSVERSE TYPICAL THREADED WELDED 51UD UNO UNLESS NOTED OTHERWISE VERT VERTICAL IUDTF{ WIDE FLANGE WITH WOOD WELDED HEADED STUD WOOD I -JOIST WITHOUT WORK FONT WEIGHT WELDED WIRE REINFORCEMENT I I 1 III ---- '-I li A GENERAL57M$OLS GRID BUBBLE GRID LINE NORTH ARROW SOIL GRAVEL OPENING N FLOOR OR WALL MATCHLNE REFERENCE LNE EXISTING OR ARCHITECTURAL ELEMENTS ELEVATION DATUM WORKPONT SLOPE STEEL SYMBOLS (SEE 'TYPICAL STEEL PRATING SYMBOLS' DETAIL FOR ADDf110NAL INFORMATION) 0 0 I COLUMN - PASSING THRCUGHTI-NSLEVEL '; -mil 1 //////// // COLUMN - BELOW THIS LEVEL S BEAM / GIRDER BEAM / COLUMN SPLICE STEEL N CROSS SECTION H H DIAGONALBR4CNG BRACING—' SURFACE -SLOPE UP SURFACE -SLOPE DOWN SURFACE -SLOPE TWO WAYS SURFACE -51i r11y SURFACE - 5I ter'Ed AND SLOPED DIRECTION OF FRAMING SPAN -.---------- EXTENT OF SPAN jCONTINJCUS EXTENT OF SPAN LP IT OF SPAN { jDIRECTION OF FLOOR OR METAL DECK EXTENT OF SPAN CONTINUOUS FLOOR OR METAL DECK S it LMIT OF FLOOR OR METAL DECK CONCRETE SYMBOLS STUD LIAR CONCRETE OVER STEEL FLOOR DECK -LONGTTUDNAL CONCRETE OVER STEEL FLOOR DECK -TRANSVERSE CONCRETE WALL - N SECTION CONCRETE CURB / PARTIAL HEIGHT WALL CONCRETE WALL BELOW THIS LEVEL CONCRETE COLUMN CONCRETE COLUMN BELOW THIS LEVEL DETAIL IDENTIFIERS SEE 14/55.02 ADDL INFO TEXT NOTATION ELEVATION ELEVATION IS SHOWN INDICATES DIRECTION OF CUTTING PLANE SWEET NUMBER WHERE SECTION IS SHOWN NUMBER OF SECTION, DETAIL OR ELEVATION SHEET NUMBER WHERE DETAIL 5 SHOWN DETAIL F evIevve for Sulx By BHC Dais REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION RECEIVED) CITY OF TUKLVII A APR 01 2019 PERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com Reid � Fi�d�dletor 728 1341h Street SW • Suite 200 Everett, Washington 98204 Ph: 425 741-3B00 www.reidmiddleton.com ®Copyright 2019 Reid Middleton, Inc. J U) Oz U 00 E 2i Ua (I)�0 6" J J 0urJ O 0z O HO Uw W 00 I— CO = I ' d — rAv'Srnrnm REVISION DATE 1 PERMIT RESPONSE 1/30/2019 d and Approved tantial C:Orpliance— Corisultaints Design: TJP / BYM Drawn: RLC / TJP Checked: PNC Project No. 262018.024 Issuance PERMIT SET Date: 01/30/2019 Drawing Title STRUCTURAL ABBREVIATIONS AND SYMBOLS Drawing Number SCIENCE LAB B108 I CIENCE PREP B 06 SCIENCE LAB B104 SCIENCE LAB 8102 1 0 0 MUSIC ROOM OFFICE 1121 8113 I III GIRLS RESTROOM 73167-1 MECHANICAU ELECICUST ELEV 0 CREATIVE LEARNING LAB I 8101 I „ , OFFICE - 7E190 _J (EIMECHIBOILER 1,-11 11 A144_ j COMMONS CP 0 0 ql C) I 1 (E) ITCHEN 1_7 (E) LIBRARY L I 8155 I (E) WICAT (E) COMMONS A14LI .1 A162 1-1-17 (E) VESTIBULE A164 (E) VESTIBULE /111; A167 - : ;COMM )1 C,/(E) USTODIAL 11 (E1:1111.111\,, : 4 ...A109 A) O603NF-I A161 ....II j .7F E. CLA.P.1.1.913M ..... -. - ...... --- - -............. . ..- - - - - - - - - - - - -', i A129 1 ; • ' , - i 1 ' ..,'', iELMECH (E) VEST. 111(E)criAOIDsUoCTION !I .. 0126 I pi : il , ,. , _'_ _i E.; _SAT:03F . 6\01. -.- ,..Gi A128 51 11-• , (E) TOILET 1 I 1 . I L 1 l_ti, „ii 1 1, (E) OFFICE 1 1,1 A131 jil , ,F, Fr7=7 (E) OFFICE 1111.AI7T7C-IT1 1 ELEC • (E) STAFF LOUNGE A134 I i) L:im3C7EK_NE Ri .! I A135 , ''' A136 (E) BOYS ' (E) WOMEN . [ , (E) GIRLS ' ' ' ' ' [ A150 I -,9- ' (E) STUDENT STOR, I 11 , . , ( EA) H0A4L L , I A164 1 I A154 1 1,' "4.61"' '1 ' .....4 ...,..- (E) RESOURCE CENTER AH 156 I 9. (E) CHECKOUT:, '; ‘4.,,,,,,-,...,,, .,,,i‘ci‘11-, A158__Hi., ( A159 ... i 4.,, --•,, ..- _ 1 (EIAB16°5" 1:1 • ,4 ' ) .. _ _ : f - ,-. i \ 1: 1 A1717,2 J I._. (E) ELECT 1 (E) TIMEOUT_ j 1, '1, (E) CORRIDOR 1 . STOR 11 1', 1. [ A123 1 I (E) CORRIDOR L A102 1 (E)LOBBY iiJ1 A157 1 L_Au_Li ,;.: 1 A102 1 , (E) OFFICE I 1 ,1--11 181 (E) CLASSROOM — J s.,..1111 (E) OFFICE IL' , ' { AI B [ 0120 II WORKROOM i; I 1 A122 f , ( 1 1 i .1'., .,1 _ _ i'l [--41 1 A100 I .. - '11-(E ATTENDANCE 1 1 i A121 1 , (E) COTS -71, ': (E) OFFICE 1 . - - - --- .- -- A102 I 1 A1214- 11,,i -71 1 (E) RECEPTION 1 A125 1 '• 11. (E) OT/PT 1,, 11' 1 A119 i -19-9' ----J A116 1 L.' (E) OFFICE 8 mIss L. / (E) OFFICE (E) OFFICE [ (E) OFFICE 11, .1. (E) OFFICE [ 1 A115 1 9 1 A114 I 1 A113_] I A112 J 1 A111 1 1 A11O_[ I 6106 (E) HALL I A103 1 (E)AG611 1LS61 (E) CLASSROOM . , . , • 4 1 11'111' Al 0 !BUILDING PLAN - IBLIDG A 5, C. D FIRST FLOOR (E) CLASSROOM A176 (E) CLASSROOM A175 (E) CLASSROOM A174 (E) TEAM TEACHING 1'(16 STOR 11 1 A172 I 1 1 0171 1 (E) CLASSROOM I A173 le 17 e 4 0 le 37 SCALE ! T ! By 13 Date REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 01 2019 PERMIT CENTER KEYPLAN rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com Reid iddleton 728 134th Street SW • Suite 200 Everett, Washington 98204 Ph: 425 741-3800 www,reidmiddleton,com ()Copyright 2019 Reid Middleton, Inc, —J 0 Z 0 - 0 0 r.11= U) - (1) < JQO6 O a Z O Q 111 < Z < r-NW 0 — D 0 I— CD 2 I- C.) 152 1- - C1) - 111 C5 U-1 2) LLI cO U.I co 0 LY (1) -1 OL (0 C. a) • F . - c7, , 0 }- c7; , ,, i E) u )0 a) cr) 0 (i) co 0) 0? 0 3 5 g -°,-3 cri -§ 1 0 i §- 5.,.2. .p.: cr, w CV z (4 Lj zt'r 128 I.". com D 11.1 ,:l• i- I-- LL REVISION DATE 1 PERMIT RESPONSE 1/30/2019 -1C-C-ansuitant$-- Design: TJP / BYM Drawn: RLC / TJP Checked: PNC Project No. 262018.024 Issuance PERMIT SET Date: 01/30/2019 Drawing Title BUILDING PLAN - BLDG A, B, C, D FIRST FLOOR Drawing Number S2.01 2/5/2019 11:3152 AM cT) rofluda architects MATH CLA SROOM B20 _I I ATH CLASS I B204 H CLASSRO r B202 0 0 ART ROOM I 8211 BOYS RESTROOM r 1 STOR 3209 82033 (E) CLASSROOM I A210 i (E) CLASSROOM I „ I 1 A209 i - , , fi• 1 8203 MAIM CIJObttOUlt B201 CLASSROOM A212 A Lle., CLASSROOM A213 ,10 GIRLS BOYS A214 ! 3215 rs ; I ------ , CLASSROOM A2D8 .,TEACHERSPREP ! !!! A207 I L (E) CORRIDOR A202 I CLASSROOM A208 CLASSROOM I A205 CLASSROOM A2D4 LOBBY r! A2017 LAB I A216 ELEC (E) ELEVATOR A230 I I A231 LAB PREP ..,, o Aate I 1BUILDING PLAN - MPG A 5, C. P SECOND FLOOR AND ROOF 1A6* r-c7 L CORRIDOR CLASSROOM A229 STOR L A219 . E. o 7-- - GIRLS BOYS A222 ' o COST ! A220 CLASSROOM I 4228 CLASSROOM I A2231 TEAM ROOM rk2.251, CLASSROOM !!----A22i- CLASSROOM I A226 'PATCH , A224 REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 01 2019 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com Reid idd etc:on 728 134th Street SW • Suite 200 Everett, Washington 98204 Ph: 425 741-3800 www.reidmiddleton.com °Copyright 2019 Reid Middleton, Inc. o z 0 o _ E , a - a 1-,±1 o z O HO o • Z < 0 Cs 0 F— u) REVISION DATE 1 PERMIT RESPONSE 1/30/2019 Reviewed-arrd-Appi for Substantial -Compliance By Cpnsultants Daie Design: TJP / BYM Drawn: RLC / TJP Checked: PNC Project No. 262018.024 Issuance PERMIT SET Date: 01/30/2019 Drawing Title BUILDING PLAN - BLDG A, B, C, D SECOND FLOOR AND ROOF CAUserstmatsumotolDocvmentslRevl 2J512019 11:32:52AM KEYPLAN BUILDING PLAN — !BLDG A I5, C. PROOF 16' I 4' 0 16' 1 37 SCALE 1116' 1'-r7 REVIEVVED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF 11111MLA APR 01 2019 PERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com Reid iddletori 728 134th Street SW • Suite 200 Everett, Washington 98204 Ph: 425 741-3800 www.reidmiddleton.com ()Copyright 2019 Reid Middleton, Inc. U) 0 Z I-- 0 (_) co `11 ,ot< 0 0 Z 0 0 „ < N — < Z W 0 ,-,C1 CI) REVISION DATE 1 PERMIT RESPONSE 1/30/2019 c. Alppraveci far Cub.,7trintic.1 Compliance 2%5 2 tants Design: TJP / BYM Drawn: RLC / TJP Checked: PNC Project No. 262018.024 Issuance PERMIT SET Date: 01/30/2019 Drawing Title BUILDING PLAN - BLDG A, B, C, D ROOF Drawing Number 2/5/2019 11:32:53 AM 8 ROLLUDA ARCHITECTS, INC. Win KEYPLAN S�IEET NOTE 57-9 V2' N$s5x5xV4 1 1 1 (E) MECH/BOILER I A144 L (E)ST i A (E) KITCHEN A139 H555x5xV4 1-1665x5xV4 \ 5x5x1/4 8' THK CONCRETE U)ALL W/ 05.17 OC / l EA WAY CAS A106) (5'UU4L1 r0 RET14A4 TYPAT GRADE UNO N555x5x1/4 HS51x5x3/ COMMONS A147 0 55.04 COORDW/ ARCH TYPAT 1455 COL H555x5xV SLAB ON GRADE, SEE NOTES 142 283'-4V7 (TOrarc14ExsTwG. CONTRTOVFY) 78 I2133-4"' I (COMM' TO VFY) (E) BELOW GRADE UTILITIES PER h5CH SEE NOTE H556x6x3/ (2)14S55x5x3/8 MSIDEFA:(E) CLAY TILE WAL (E) COMMONS A148 DOWEL STAR -ON -GRADE TO (E) GONG STEPS W/ •4 x r-6' DOWELS TO MATCH SLAB 4 NOSING RENF N EPDXY GROUTED HOLES, EMBED 5' PLANTER RETAIj4MG WALL 4 FTG P NS5.06 H556x6x3/S AT RWAYS DOWEL STAR -ON -GRADE TO (E) GONG SLAB W/ r4 x DOWELS TO MATCH 5L43 RENF N EPDXY GROUTED HOLES, EMBED 5' H556x6x3/8 NOTE 6 TYP FOUNDATION AND FIRST FLOOR PLAN - SLOG A COMMONS (E) HALL A104 v(E)`' w LIBRARY A155 \Iv \\\"\\ ALL DP1EN510N5, ELEVATIONS, AND LOCATIONS OF EXISTING STRUCTURAL COMPONENTS ARE BASED ON NFORMATION GATHERED FROM ORIGINAL DRAWINGS OR CURSORY FIELD OBSERVATIONS AND ARE SHOWN FOR INFORMATION ONLY. CONTRACTOR SHALL FELD MEASURE AND VERIFY ALL COND111ON5 PRIOR TO COMMENCING ANY WORK NOTIFY ENGINEER WHERE CONDITIONS VARY FROM THOSE SHOWN PLAN NOTES: 1 SLAB ELEVATION SHALL BE A5 SHOWN ON PLAN SLAB -ON -GRADE SHALL BE 5' THICK WITH •4 s 17 OC EACH WAY, SEE 10/55.01 FOR PLACEMENT. PROYIE VAPOR BARRER PER SPECIFICATIONS BELOW SLAB AT NTERIOR SPACES OVER 6' OF FREE-DRANNG GRANULAR FILL 8E5CF CATIONS. SEE ARCHITECTURAL DRAWINGS FOR SLAB DEPRESSION AND SLOPE REQUIREMENTS. PROVPE CONSTRUCTION / CONTROL JOINTS N SLABS ON GRADE TO DIVIDE SLAB INTO RECTANGULAR AREAS 144 SQUARE FEET OR LESS. AREAS SHALL BE APPROXMATELY SQUARE AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS MUST BE APPROVED BY NE ARCHITECT. SEE DETAIL 10/55.01. 3. TOPS OF ALL FOOTNGS SHOWN N THIS PLAN SHALL BE AT ELEVATION 219'-4', UNO (SEE NOTE 5). OVER EXCAVATE AND PLACE DENEEiQ11FACTED STRUCTURAL FILL AS DRECTED BY THE OWNER APPOINTED GEOTECI NICAL ENGINEER UI4ERE REQURED. SEE GENERAL STRUCTURAL NOTES AND SPECIFICATIONS. CONTRACTOR SHALL COORDINATE UATH FINAL SITE GRADES AND MAINTAIN MINIMUM DEPTH OF FOOTINGS SHOWN ON THE DRAWINGS. 4. SEE ARCHITECTURAL / MECHANICAL / CIVIL / UTIJIIES DRAWINGS FOR UNDERSLAB PPNG. COORDINATE FOUNDATION DEPTHS AND RIMING N ACCORDANCE WITH 10/55.02. 5. TOP OF BWIDING A SLAB ELEVATION 5HALL BE AT 283'4 V2' TO MATCH EXISTING, UNO. VERIFY WITH CML AND ARCHITECTURAL DRAWINGS. 6. WHERE NEW FOUNDATIONS NTERSECT EXISTING FOUNDATIONS, CONNECT TOGETHER WITH •4 x 7-6' DOWELS LAPPED WTI-1 HORIZONTAL FOOTNG AND STEM WALL RENFORCNG.INSTALL DOWELS TO EXISTING FOUNDATIONS N EPDXY GROUTED 140LES, EMBED 5'. 1. SEE 55.01 THRU 55.03 FOR TYPICAL CONCRETE AND FOUNDATION DETAILS. a CONTRACTOR TO WVESTG ATE DEPTH OF EXISTING BELOW GRADE UTILITY LINES PER MECHANICAL DRAWINGS AND PROTECT N PLACE. NOTIFY ENGINEER OF INVERT ELEVATIONS FOR PO555LE PENETRATION THROUGH FOUNDATION STEM WALL OR THICKENING OF FOOTING PER 10/55.02. LEGEND (ADDITIONAL STRUCTURAL SYMBOLS PER 50.06) [ xx-xx 1 I /// /// //il SLUx [H1di1LI TOP OF FOOTING ELEVATION SEE PLAN NOTE 3 1455 COLUMN THIS LEVEL CONCRETE SHEAR WALL TH15 LEVEL SUREWARD SHEAR WALL THIS LEVEL SEE V55.04 FOOTING ELEVATION STEP PER 15/55.02 HIGH 1H1ANDLOWIL1 TOP OF CONCRETE ELEVATION 5MPSON I4OLDOWN 11415 LEVEL, SEE II/55.04 4 12/55.04 4 7 0 4' 8' 17 16' 2O SCALE V8'=r-0' —REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 01 2019 PERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com Reid ixddle`ton tt Satiiy 728 1341h Street SW Suite 200 Everett, Washington 98204 Ph: 425 741-3800 www.reidmiddleton.com ©Copyright 2019 Reid Middleton, Inc. J ✓ O00 � 0o co W � Q j Q O 0z O HO 0la Q J Z W O� HCO2 REVISION DATE 1 PERMIT RESPONSE 1/30/2019 *s i and AOnrrVGt- i ‘Ti11 ltantial Compliance Consultants Data Design: TJP / BYM Drawn: RLC / TJP Checked: PNC Project No. 262018.024 Issuance PERMIT SET Date: 01/30/2019 Drawing Title PARTIAL FDN AND FLR PLAN - BLDG A Drawing Number . 1 1 KEYPLAN SHEET NOTE U114x22 SFRS TYP AT WIS TO CONC SW TYP AT 1465 COL U112x14 T/STL t 5/DECK • [ 301-9' ], TTP BLDG A ADOMOµ UNO ( VERIFY W/ ARCHITECTURAL ) SEAMS ALONG GRID A42 ARE 5FR5MEMBERS C12x20.1 SIRS Cl2x20.1 TYP BTlUN COLUMNS (5)EQSPA T4' LOW CANOPY I I/2' MTL DECK SEE NOTE I CONN Cl2 TO COL W/ WELDED SHEAR TAB s PER10/$532 ROOF FRAMING PLAN - SLOG A COMMONS 1 vs•ro ALL DIMENSIONS, ELEVATIONS, AND LOCATIONS OF DOSING STRUCTURAL COMPONENTS ARE BASED ON INFORMATION GATHERED FROM ORIGINAL DRAWINGS OR CURSORY FIELD OBSERVATIONS AND ARE SHOWN FOR INFORMATION ONLY. CONTRACTOR SHALL FELD MEASURE AND VERIFY ALL CONDITIONS PRIOR TO COMMENCING ANY WORK NOTIFY ENGINEER WHERE CONDITIONS VARY FROM THOSE SHOWN. PLAN NOTE& I. ROOF PECKING 514ALL BE II/2. DEEP x IS GAGE UNO. SEE DETAIL 5/5531 FOR PROPERTES AND ATTACHMENT REQUREMENTS. ROOF DECK ACTS AS A DIAPHRAGM FOR THE SEISMIC FORCE RESISTING SYSTEM. 2. STEEL BEAMS AND JOISTS SHALL BE SPACED EQUALLY AS SHOWN, UNO. 3. CONTRACTOR SHALL VERIFY ROOF PENETRATION DIMENSIONS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. REINFORCE ALL OPENINGS N ROOF DECK PER 6/5531, UNLESS NOTED OTHERWISE NOT ALL OPENINGS ARE SHOWN ON THE STRUCTURAL DRAWINGS. SEE ARCHITECTURAL MECHANICAL AND ELECTRICAL DRAWNG5 FOR ADDITIONAL OPENNGS NOT SHOWN CONTRACTOR SHALL REVEW THE ARCHITECTURAL MECHANICAL AND ELECTRICAL DRAWINGS FOR OPENINGS NOT SHOWN N THE STRUCTURAL DRAWINGS AND SUPPLY OPENING SIZE, LOCATION AND CONFIGURATION TO THE STEEL FABRICATOR PRIOR TO 51-10P DRAWING SUBMITTAL OPENINGS OCCUR WHERE ANY DUCT, CONDUIT, PLUMBING, OR OTHER IMPLEMENT PASSES THROUGH THE ROOF. 4. VERIFY MECHANICAL UNIT WEIGHT AND LOCATION PRIOR TO STEEL FABRICATION. WEIGHT NO i tU INCLUDES UNIT OPERATING WEMGH1 DUCT, CURE ON OTHER INSTALLATION LOADS. S. SEE 5531 THROUGH 9534 FOR TYPICAL STEEL FRAMING DETAILS. LEGEND (ADDITIONAL STRUCTURAL SYMBOLS PER 50.06) ❑ COLUMN BELOW THIS LEVEL C — — _ _ STRUCTURAL WALL BELOW THIS LEVEL C•X [me-xx1 [H1ANDEL] AMOUNT OF CAMBER REQUIRED AT BEAM MID SPAN TOP OF STEEL ELEVATION RELATIVE PLACEMENT OFMEMBER HIGH [WAND LOW ILI < X > BEAM CONNECTION SCHEDULE PER 10/5532 EXCEPT USE '<X>' BOLTS STEP N FRAMING ELEVATION ii SPAN DRECTION OF METAL DECK 5Fr INDICATES MEMBER AND ITS CONNECTIONS ARE PART OF THE SEISMIC FORCE RESISTING SYSTEM SCALE 1/5• • 1-0' REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF T U KWILA APR 01 2019 PERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com Reid ` £iddleton 728 134th Street SW • Suite 200 Everett, Washington 98204 Ph: 425 741-3800 www.reidmiddletan.com ©Copyright 2019 Reid Middleton, Inc. O T I--• �(J.)o co o Q o az O Q O < • W N_ • •--I Z W 0 REVISION DATE 1 PERMIT RESPONSE 1/30/2019 Design: TJP / BYM Drawn: RLC / TJP Checked: PNC Project No. 262018.024 Issuance PERMIT SET Date: 01/30/2019 Drawing Title PARTIAL ROOF FRAMING PLAN - BLDG A Drawing Number 1 A ARCHITECTS, I KEYPLAN 4 10-1 v7 H555x5x5/16 HS55x5x5A6 HSS5x5x5/16 HSS6x6x3/8 T/FTG • [-7-61 TYP, UNO 4' SOG SEE PLAN NOTES 112 T/SLAB • [ O-0' 1 H555x5x5/16 Fa T/FTG • [-7-6' 1, TYP UNO T/FTG • [-r-0' 1 (FBF-3) 13'40' SEE 53.02 FOR ADM FRMG IN EXTWALL TYP SEE PLAN NOTE 6- 6-1 V7 (E) CONC WA H556xbx3(8 H558x4x3)8 145S8x4x3/8 HSS6x6x3/8' HS55x5xIJ2 SEE PLAN NOTE 6 31'-0' R-9 3/4' 2 NUJ UJALL S EE PLAN T/FTG •[-I'-O'1- NOTE 4 L 11 T/FTG • [-T-01 T/FTt-4'-01 (COORD W/ ELEV PIT DEPTH) F4 CTRmom PLNTH (D, CTR UNDER PLINTH (COORD W/ ELEV Ptr DEPTH) T/FTG • [-401 56x6x3/8 GRIP CONTROL I15 S64x3/8-- t T TO BAI 11132 1 ,r— POINT I _J SEE NOTE 9 HS54x4xI/2 HS54x4xV4 5 S5.04 4' 506 SEE PLAN NOTES I t 2 H554x4x&2 H554x4xV4 RECESSED SLAB PER ARCH r 14556x6x3/ (FBF-4b) T/FTG • [-I'-O' 1 (FBF-48) T/FTG • [-I'-01 HSS4x4x1/4 F4 T/FTG • [-7-6'1 (E)CONC WALL FOUNDATION PLAN - SL.DG S CLASSROOM 1 VS'•T-C PER ARCH 54x4x1/4 x5x5/I6 SEE PLAN NOTE 4 TYP AT DOORWAYS 8' SOG W/ 05012 EA WAY SHEET NOTE ALL DI -TENSIONS, ELEVATIONS, AND LOCATIONS OF EXISTING STRUCTURAL COMPONENTS ARE BASED ON INFORMATION GATHERED FROM ORIGINAL DRAWINGS OR CURSORY FELD OBSERVATIONS AND ARE SHOWN FOR INFORMATION ONLY. CONTRACTOR SHALL FELD MEASURE AND VERIFY ALL CONDITIONS PRIOR TO COMMENCING ANY WORK NOTIFY ENGINEER WHERE CONDITIONS VARY FROM THOSE SHOWN PLAN NOTES L SLAB —ON —GRADE SHALL BE REINFORCED WM14 04 e 17 OC EACH WAY, UNLESS NOTED OTHERWISE SEE 10/S5.01 FOR PLACEMENT. PROVIDE VAPOR BARRER PER SPECIFICATIONS BELOW SLAB AT INTERIOR SPACES OVER FREE-DRANNG CAPILLARY BREAK MATERIAL PER SPECIFICATIONS. SEE CIVIL DRAWINGS FOR FINISH GRADE ELEVATIONS. SEE ARCHITECTURAL FOR SLAB STEP LOCATIONS, RECESSED SLABS, AND RAMPS. 2 PROVIDE CONSTRUCTION / CONTROL JOINTS IN SLABS ON GRADE TO DIVIDE SLAB NTO RECTANGULAR AREAS 144 SQUARE FEET OR LESS. AREAS SHALL BE APPROXIMATELY SQUARE AND HAVE NO ACUTE ANGLES. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. JOINT LOCATIONS MUST BE APPROVED BY THE ARCHITECT. SEE 10/55.01. 3. CONTRACTOR SHALL COORDINATE WITH FNAL SITE GRADES AND MAINTAIN MNC11111 DEPTH OF FOOTINGS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL OVEREXCAVATE FOOTINGS PER THE OWNER -APPOINTED GEOTECHNCAL ENGINEER TO ACHEVE 10 KSF ALLOWABLE SOIL BEARING PER THE GENERAL STRUCTURAL NOTES. SEE SPECIFICATIONS FOR BORING LOGS. 4. SEE ARCHITECTURAL / MECHANICAL / CML / UTILTTES DRAWINGS FOR UNDERSLAB PIPING. COORDINATE FOUNDATION DEPI}IS AND PPNG N ACCORDANCE WITH 10/55.02. 5. 5[7E5 OF MEMBERS OF BRACED FRAMES APPEAR ON BRACED FRAME ELEVATIONS. SEE SHEET 53.0E 6. ALL STAIRS AND LANDINGS NOT SPECPICALLY SHOWN ON THE STRUCTURAL DRAWINGS ARE DESIGN -BUILD COMPONENTS. ALL DESIGN -BUILD COMPONENTS SHALL BE DESIGNED, PETALED, AND SUPPLED BY THE STEEL FABRICATOR SEE GENERAL STRUCTURAL NOTES FOR DEFERRED SUBMITTAL REQUIREMENTS. STRUCTURAL AND FOUNDATION SUPPORTS FOR THE STARS SHOWN ON THESE DRAWINGS ARE FOR BIDDING PURPOSES ONLY AND DO NOT REPRESENT THE ACTUAL STRUCTURE CONTRACTOR SHALL COORDINATE WITH THE STEEL FABRICATOR FOR SUPPORT AND FOUNDATION REQUIREMENTS. T. SEE 55AI THRU 55.03 FOR TYPICAL CONCRETE AND FOUNDATION DETAILS. 8. REFERENCE ELEVATION O-0' • DATUM ELEVATION 285.01' ( PER CML). S. ALUMINUM PANEL SCREEN WALL STEEL SUPPORT FRAMING AND ATTACHMENT TO STRUCTURE TO BE A BIDDER -DESIGNED REM SEE ARCHITECTURAL DRAWINGS AND GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 10. SIZES OF MEMBERS WITHIN THE EXTERIOR METAL STUD WALL APPEAR ON EXTERIOR WALL ELEVATIONS. SEE SHEET S3.02 LEGEND 0 2 [ X-X 1 FX 5F-X 5F-X (ADDITIONAL STRUCTURAL SYMBOLS PER S0.06) H55 COLUMN THIS LEVEL UJIDE FLANGE COLUMN THIS LEVEL TOP OF CONCRETE ELEVATION WHERE REFERENCE NOT SPECFED, SEE NOTE 3 FOR FOOTINGS FOOTING PER SCHEDULES THLS SHEET m TOP' SIDE OF FOUNDATION: INDICATES I v BRACES EXTENDING TO LEVEL ABOVE STOP / 1 ' BOTTOMSIDE OF FOUNDATION: INDICATES I 1301 BRACES EXTENDING TO LEVEL BELOW BRACED FRAME ELEVATIONS PER 53.01 SPREAD FOOTING SCHEDULE MARK LENGTH WIDTH THCKNE55 BOTTOM REINFORCING LONGITUDINAL I TRANSVERSE F4 4'0 4- T-6 (8108 (8)08 F5b 10-6' 5-0 T-6 (8)01 (10)05 EIRACED FRAME FOOTING SCHEDULE MARK LENGTH WIDTH THICKNESS BOTTOM RENFORCNG LONGITUDINAL LONGITUDINAL TRANSVERSE LONGITUDINAL TRANSVERSE FBF-I PER PLAN 6-6' 30 (1)08 08e170C (9)08 119e8'OC FBF-2 PER PLAN 4-6' 3'47 (10)08 08e170C (10/010 r8s9'OC 193F-3 PER PLAN 6'-6' 3-O (1)r8 08e170C (11)08 r5e8'OG F3F-48 PER PLAN 747 40 (10)4PB 09e100C (10/18 09e6OC FBF-4b PER PLAN 1-0' 4-0' (10108 in 010'OG (10)08 ►9e6'OC FBFS PER PLAN 80 3'-0' (13)08 08e170C (15)010 09e60C R3F-6 PER PLAN 44-6' 30 (8)08 08LI170C (11)08 ►9e9'OC F3F-1 PER PLAN 4-6" 3-O' (8)08 08e170C (13)08 rSe9'OC FBFB PER PLAN 6-6 3-0 (1)08 08.0170C (1)08 090VOC 4' 7 0 4' 8' 17 16' 20 SCALE US'•ILO' REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 01 2019 PERMIT CENTER roilude architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com Reid 1ddle't"on 728 134th Street SW • Suite 200 Everett, Washington 98204 Ph: 425 741-3800 www.reidmiddleton.com ©Copyright 2019 Reid Middleton, Inc. J d ) p0 I— F - coo (n W 0 a J Q o O 0z O �,0 W Q < J Z <� 0� O H (O REVISION DATE 1 PERMIT RESPONSE 1/30/2019 if: VIP3Wed and-Approv LI 'riai3trt-rstany"ial (0on1j11iancEr Ry BI-IC CO[ altalits Dat`w Design: Drawn: Checked: Project No. TJP / BYM RLC / TJP PNC 262018.024 Issuance PERMIT SET Date: 01/30/2019 Drawing Title FDN AND FIRST FLR PLAN - BLDG B Drawing Number KEYPLAN SEE S302 FOR ADDL FRMG EXT WALL, TIP n 6, Ox12(1) 3' CONC ON 3' DECK SEE PLAN NOTE 2 T/GONG• [13-3 ] T/5TL•[13-O]TIP 47-0 SW WALL. 3' CONC ON 3' DECK SEE PLAN NOTE 2 T/CONC • [13'.6' ] T/STL•[I3'-0']TYP uROxl?`(1) Wbx31(1) W6x31(1) W6x31(1) SEE PLAN NOTE 6 TVS531 SE WALL 5r-3 W6x31(6) SFRS SEE PLAN I NOTE 1 I W364x4xV4 (SLANTED 145510x5x5/16 HSS4x4xV2 WBx40 (15 W8x40 (15) SEE NOTE 10 WI6x31(6) 5FR31 WOx12 (11. 6x31(13) W6x31(13) SEE PLAN 'g NOTE 1 ''O WOx i Woxl2 (1) S6x6x3/8 56x6x3/8 3r-o' LL W6x31(13) W16x51(41) WI6x31(6) SFRS SEE PLAN NOTE 6 tIV5531 W6x51(41) W6x31(13) x31(13) 2V7MNCONC ON7 MTL DECK PER 10/S53L COORD CONC THK W/ ARCH 1-I&S6x6x3/8 U 6x31(6) 6x51(41) W6x31(13) —-W6x51(41)- W6x31(13) 3' CONC ON 3' DECK SEE PLAN NOTE 2 T/CONC • [13'-6' ] T/5TL•[13'-0']TYP SECONP FLOOR FRAMING PLAN - RLDG 5 CLASSROOM 1 'LO 1/B' ILO' Wbx31(13) C•3/4' .02 COL PER LEVEL BELOW, TIP- 3' CONC ON 3' DECK SEE PLAN NOTE 2 T/CONC •[13'-3'] T/STL•(3'-0'1TIP TYPATBF CHEVRON CONN Oa d1 [X-XI C•X' (X) < X > T BM BOT 4 X CO SHEET NOTE ALL DMENSIONS, ELEVATIONS, AND LOCATIONS OF POSTING STRUCTURAL COMPONENTS ARE BASED ON INFORMATION GATHERED FROM ORIGINAL DRAWINGS OR CURSORY FIELD OBSERVATIONS AND ARE SHOWN FOR INFORMATION ONLY. CONTRACTOR SHALL FELD MEASURE AND VERIFY ALL CONDTUONS PRIOR TO COMMENCING ANY WORK NOTIFY ENGNEER WHERE CONDITIONS VARY FROM THOSE SHOWUN. PLAN NOTES t SEE ARCHITECTURAL FOR SLAB STEP LOCATIONS, RECESSED SLABS, AND RAMPS. 2. DECK SLAB CONSISTS OF 3' METAL DECK URTH 3' OF CONCRETE COVER PER 15/5531. SLAB AND DECK ACT AS A DIAPHRAGM FOR THE SEISMIC FORCE -RESISTING SYSTEM . PROVIDE ADDITIONAL RENFORCNG AS SHOWN ON THE DRAWINGS. SEE 12/5532 AT EXPOSED DECK SLABS. 3. STEEL BEAMS SHALL BE EQUALLY SPACED, UNLESS NOTED OTHERWISE 4. SIZES OF ALL BRACED FRAME MEMBERS ARE SHOWN ON BRACED FRAME ELEVATIONS. SEE SHEET S3.01. 5. SEE S531 THROUGH 5535 FOR TYPICAL STEEL FRAMNG DETAILS. 6. CONTRACTOR SHALL VERIFY FLOOR PENETRATION DIMENSIONS WITH ARCHITECTURAL MECHANICAL, AND ELECTRICAL DRAWINGS. RENFORCE ALL OPENNGS AT FLOOR DECKS PER 11/553t UNLESS NOTED OTHERWISE NOT ALL OPENNGS ARE SHOWN ON THE STRUCTURAL DRAWINGS. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL OPENNGS NOT SHOWN CONTRACTOR SHALL REVEW THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR OPENINGS NOT SHOWN N THE STRUCTURAL DRAWINGS AND SUPPLY OPENING SIZE, LOCATION, AND CONFIGURATION TO THE STEEL FABRICATOR PRIOR TO SHOP DRAWING SUBMITTAL OPENNGS OCCUR U 4ERE ANT DUCT, CONDUIT, PLUMBING, OR OTHER IMPLEMENT PASSES THROUGH THE FLOOR OR ROOF. 1 ALL STAIRS AND LANDINGS NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS ARE DESIGN -BUILD COMPONENTS. ALL DESIGN -BUILD COMPONENTS SHALL BE DESIGNED, DETAILED, AND SUPPLED BY THE STEEL FABRICATOR SEE GENERAL STRUCTURAL NOTES FOR DEFERRED SUBMITTAL RE0(IREMENT5. STRUCTURAL SUPPORTS FOR THE STARS SHOWN ON THESE DRAWINGS ARE FOR BIDING PURPOSES ONLY AND DO NOT REPRESENT THE ACTUAL STRUCTURE CONTRACTOR SHALL COORDINATE WITH THE STEEL FABRICATOR 8. SIZES OF MEMBERS WITHIN THE EXTERIOR METAL STUD WALL APPEAR ON EXTERIOR WALL ELEVATIONS. SEE SHEET S3.02. 3 REFERENCE ELEVATONO-0'•DATUMELEVATION285.0T(PERCML). 10. ALUMNIAI PANEL SCREEN WALL STEEL SUPPORT FRAMNG AND ATTACHMENT TO STRUCTURE TO BE A BIDDER -DESIGNED REM SEE ARCHITECTURAL DRAWINGS AND GENERAL STRUCTURAL NOTES FOR ADDITIONAL NFORMAT ON. LEGEND (ADDITIONAL STRUCTURAL SYMBOLS PER 50.06) o 1-155 COLUMN THS LEVEL SIZE PER LEVEL BELOW, UNLESS NOTED OTHERWISE ❑ H55 COLUMN BELOW WIDE FLANGE COLUMN TH S LEVEL WIDE FLANGE COLUMN BELOW SPAN DIRECTION OF METAL PECK MOMENT CONNECTION PER 20/5534 HIGH -LOAD CONNECTION PER 3/6532 SPLICE CONNECTION PER 8/5532 TOP OF STEEL / CONCRETE ELEVATION AMOUNT OF CAMBER REQUIRED AT BEAM MIDSPAN NUMBER OF COMPOSITE SHEAR STUDS, SEE 15/5532 CONNECTION PER 10/5532, EXCEPT WITH <X> BOLTS ' TOP' SIDE OF BEAM: INDICATES BRACES EXTENDING TO LEVEL ABOVE ' BOTTOM' 510E OF BEANk MDICATES INDICATES MEMBER AND ITS CONNECTIONS ARE PART OF THE SEISMIC FORCE -RESISTING SYSTEM BRACED FRAME ELEVATIONS PER 53.01 4' 7 0 4' 8' 17 16' 20 SCALE I/8' • r-0' REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION CITY OF TUKWILA APR 01 2019 PERMIT CENTER rclluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com Reid iddleton 728 1341h Street SW • Suite 200 Everett, Washington 98204 Ph: 425 741-3800 www.reidmiddleton.com ©Copyright 2019 Reid Middleton, Inc. J U) ✓ O O u o a J Q J 0o OHO 1 W < J Z W 00 0 hC2 DATE 1/30/2019 t�lrnfal Pt0t Cor>.sult P nee tit Design: TJP / BYM Drawn: RLC / TJP Checked: PNC Project No. 262018.024 Issuance PERMIT SET Date: 01/30/2019 Drawing Title SECOND FLOOR FRAMING PLAN - BLDG B Drawing Number motoDo.ments Revit pmlects16824 0 2018 ROLLU DA ARCHITECTS, INC. KEYPLAN 6'-0' ( WORD W/ ARCH SEE BENT PL PER DETAILS, MITER AT CORNER ! BUTT WELD TOGETHER, TYP GRID 13413/DECK • [ 25-6' 1 H555x5xU2 47-0' SEE S302 FOR ADM - FRIG N EC WALL, TIP GRID B3 B/DECK • [ 37-6' 1 BENT FL ?ER pETALLe BENT PL PER DEt4L5 8r-3 13-10 5.0' O II' (COORD Wl, AROH 1 SEWALL HIZIE 5ROOF FRAMING FLAN 2/52.23 FOR PLAN NOTES AND LEGEND ITEMS. HIGH ROOF FRAMING PLAN - ELDG 5 CLASSROOM 1 ve =r-a 5233K•(36'-71 5x5xl/2 W14x22 510x5x5/16 [36-2'l SM KING POST PER LOW ROOF PLAN BELOW KING POST PER LOW ROOF PLAN BELOW H554x4x1/4 ' SLANTED 1-I5510x5x5/1 1-1554x4x1/2 1 4 MIL DECK OVER ELEV SHAFT SEE FLAN NOTE 2 T/DECK • [2T-01 PE15 ELEVV M R) IH384x4x12 KP 14554x4xV2 KP IN0xl2 SEE NOTE 12 I 1/7 MIL DECK SEE PLAN NOTE 2 T/DECK • [ 2T-1 V71 MIL •[2T-0']TYP 2 NUJ WALL WI6x31 5FR5 I U7 MTL DECK SEE PLAN NOTE 2 T/DECK•(2T-1V71 ✓ T/STL•[2T-0'1TYPLOWROOF,UNO • U4x38 WI4x ®' U116x31 r SFRS U114)1.8 %\ U114x38 IV2MTLDECK SEE PLAN NOTE 2 ROOF ACCESS HATCH PER ARCH MECHUNIT MAX WT•4,500*, SEE NOTE 9 NE U)ALL SF4 T/DECK • [ 2T-11/71 T/STL • [ 21-01 TYP LOW ROOF FRAMING PLAN - ELDG $ CLASSROOM 2 vs• = I'-0• 0 PLAN NOTES: SL SHEET NOM AU. DMEN510N5, ELEVATIONS, AND LOCATIONS OF EXISTING STRUCTURAL COMPONENTS ARE BASED ON INFORMATION GATHERED FROM ORIGINAL DRAWINGS OR CURSORY FEUD OBSERVATIONS AND ARE SHOWN FOR INFORMATION ONLY. CONTRACTOR SHALL FIELD MEASURE AND VERIFY ALL CONDITIONS PRIOR TO COMMENCING ANY WORK NOTIFY ENGINEER WHERE CONDITIONS VARY FROM THOSE SHOWN I. JOIST MANUFACTURER SHALL DESIGN JOISTS FOR THE UNIFORM LINE LOADS AND CONCENTRATED LOADS INDICATED ON PLAN OR DETAILS. UNIFORM LINE LOADS INDICATED ON PLAN (TOTAL LOAD, LIVE LOAD) ARE ALLOWABLE LOADS IN POUNDS PER LINEAR FOOT U.WICH INCLUDE AN ALLOWANCE FORME WEIGHT OF THE JOISTS. CONCENTRATED LOADS INDICATED ON PLAN ARE ALLOWABLE LOADS IN KIPS. JOISTS 51-ALL ALSO BE DESIGNED FOR AN ALLOWABLE NET MD UPLIFT PRESSURE OF 14 PSF. 2 ROOF DECKING SHALL SE I I/7 DEEP x 20 GAGE METAL DECK PER 5/55.31, UNO. ROOF DECK ACTS AS A DIAPHRAGM FOR THE SEISMIC FORCE - RESISTING SYSTEM ROOF DECKING PROPERTIES AND ATTACHMENT REQUIREMENTS PER 5/5531. 3. SEE METAL DECKING NOTES ON 5/5531 FOR SPECIAL CONNECTION REQUIREMENTS AT STRUTS AND BRACED FRAMES. 4. BEAMS AND JOISTS SHALL BE EQUALLY SPACED, UNLESS NU i tU OTHERWISE 5. SIZES OF ALL BRACED FRAME MEMBERS ARE SHOWN ON BRACED FRAME ELEVATIONS. SEE SHEET S3.OL 6. GENERAL CONTRACTOR SHALL COORDINATE THE SUPPORT SYSTEM AND DESIGN LOADS FOR HUNG PIPING AND PPE RUNS, AND OTHER MECHANICAL UNITS AND SYSTEMS WITH THE MECHANICAL CONTRACTOR AND STEEL JOIST MANUFACTURER PRIOR TO JOIST FABRICATION. ALL JOISTS EXCEPT KCS JOISTS SHALL BE DESIGNED FOR A 500-LB CONCENTRATED LOAD APPLEP TO THE TOP OR BOTTOM CHORDS LLHERE JOISTS SUPPORT HUNG MECHANICAL EQUPMENT AND PPMG. PROVIDE PANEL POINTS AND ADDITIONAL WEB MEBERS PER 5/553S A5 REQU6tED. 1 FALL ARREST ANCHORS ( INCLUDING LAYOUT) ARE DESIGN -BOLD COMPONENTS AND SHALL BE ISSUED A5 A DEFERRED SUBMITTAL TO THE ARCHITECT AND ENGINEER FOR REVIEW AND APPROVAL ( SEE SPECIFICATIONS). CONTRACTOR SHALL PROVIDE ALL LOCATIONS OF ANCHORS TO STEEL FABRICATOR PRIOR TO FABRICATION OF THE FRAMING I' EMBERS. SEE DETAIL 10/553S FOR ANCHOR SUPPORT DEALS. SEE ARCHITECTURAL DRAWINGS FOR FALL ARREST ANCHOR LOCATIONS. B. CONTRACTOR SHALL VERFY ROOF PENETRATION DMENSION5 WITH ARCHITECTURAL MECHANICAL, AND ELECTRICAL DRAWINGS. REINFORCE ALL OPENINGS IN ROOF DECK PER 6/5531 UNLESS NOTED OTHERWISE NOT ALL OPENINGS ARE SHOWN ON THE STRUCTURAL DRAWINGS. SEE ARCHITECTURAL MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL OPENINGS NOT SHOWN CONTRACTOR SHALL REVEW THE ARCHITECTURAL MECHANICAL, AND ELECTRICAL DRAWINGS FOR OPENINGS NOT SHOWN N THE STRUCTURAL DRAWINGS AND SUPPLY OPENING SIZE, LOCATION, AND CONFIGURATION TO THE STEEL FABRICATOR PRIOR TO SHOP DRAWING SUBMITTAL OPENINGS OCCUR WHERE ANY DUCT, CONDUIT, PLUMBING, OR OTHER IMPLEMENT PASSES THROUGH THE ROOF. S. VERIFY MECHANICAL UNIT WEIGHT AND LOCATION PRIOR TO STEEL FABRICATION WEIGHT N•TtLJ INCLUDES UNIT OPERATING WEIGHT, DUCT, CURB, ON OTHER INSTALLATION LOADS. 10. SEE 5531 THROUGH 5534 FOR TYPICAL STEEL FRAMING DETAILS. II. REFERENCE ELEVATION 0-0' • DATUM ELEVATION 285.01' ( PER CIVIL). 12 ALUMINUM PANEL SCREEN WALL STEEL SUPPORT FRAMING AND ATTACHMENT TO STRUCTURE TO BE A BIDDER -DESIGNED ITEM SEE ARCHITECTURAL DRAWINGS AND GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION LEGEND (SEE 50.0b FOR ABBREVIATIONS) 1455 COLUMN BELOW WIDE FLANGE COLUMN !BELOW SPAN DIRECTION OF METAL DECK DOWNWARD SLOPE DRECTION COORDNATE ARCI-IITECTURAL DRAWINGS MOMENT CONNECTION PER 20/6534, UNLESS NOTED OTHERWISE HIGH -LOAD CONNECTION PER S/3532 SPLJCE CONNECTION PER 1/5533 TOP OF STEEL SEAM ELEVATION WHERE REFERENCE NOT SPECIFED 70f' SIDE OF essikri NDICATES BRACES EXTENDING TO LEVEL ABOVE TSOTTOM SIDE OF BEArt INDCATE5 BRACES EXTENDING TO LEVEL DELOW SFR'S INDCAIES ISMER AND IT5 CONNECTIONS ARE PART Of THE SELSMC FORCE -RESISTING SYSTEM ERACEP FRAME ELEVATIONS P fri 17 CODE COMPLIANCE . APPROVED 83.01 APR 25 2019 STEP N ROOF FRAMING ELEVAT N City of Tukwila BUILDING DIVISION ROOFTOP MECHANICAL UNIT PER MECHANICAL DRAWNGS 161 20 SCALE WV I-O RECEIVED CITY OF TUWATILA PERMIT CENTER rolluda architects architecture planning interior design 1 05 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com Reid iddle on Everett, Washington 98204 Ph: 425 741-3800 ()Copyright 2019 Reid Middleton, Inc. 0 z 01- 0 0 u) 0 cz o W CO CD w co D REVISION w co CO CO 04 DATE 1 PERMIT RESPONSE 1/30/2019 Rey • Weal and rOved Pliance Design: TJP / BYM Drawn: RLC / TJP Checked: PNC Project No. 262018.024 Issuance PERMIT SET Date: 01/30/2019 Drawing Title ROOF FRAMING PLANS - BLDG B Drawing Number ob\Documents)RevIt prof ects16824 - Sho KEYPLAN KEYPLAN SHEET NOTE SHORE(E) WALL AT UNDERMINING LOC 8-O +/- 16-O' +/- 8'-8' SEE 15/55.06 AT CM WALL TO (E ) CONC WALL CON TYP FULL -HT H558x8xV2 REPLACE CONC SLAB WERE REMOVED TO `STALL NEWFOOTING. MATCH (E) SLAB THICKNESS t RENF W/ • 4 e 17 OC EA WAY CTRO. L_ DOWEL TO (E) SLAB PER 5/55.01 GYM ALCOVE ATTACH SLAB TO (E) WALL W/ EPDXY DULS AT IS', SEE ARCH FOR ALIGNMENT, TYP (E) GYMNASIUM 9b-8' +/- b' 50G W/ 05 it 17 EACH WAY, SEE NOTES 1 t 2 (E)5L4,9ON4R4PE 15-O +/- (GONTR TO VERFY) I5'-OP +/- H558x8x1/2 REPLACE LONG SLAB WHERE REMOVED TO I INSTALL NEIU FOOTNG. MATCH (E) SLAB THICKNESS I*RENF W/r4817OCEAWAY CTRO.DOWEL TO(E)SLAB ' PER 5/55.01 FOUNDATION AND FIRST FLOOR PLAN - MPG C GYM 23'-4' 15'0 8' SOLIDLY GROUTED CM II1411 TIP(3)SIDESOFGYM ADDITION, SEE 20/55.21 FOR REINFORCING SEE NOTE 3 SEE 15/65.06 AT Ct1U WALL TO (E) CONC WALL CONN TYP FULL44T SHORE ( E ) WALL AT UNDERMNNG LOC (E)CONCCOL CS PER 5/55.06, TYP AT OPNG (E)11h4LL r1 PUN0 (E)CONC WALL PANEL ALL DMENSIONS, ELEVATIONS, AND LOCATIONS OF EXISTNG STRUCTURAL COMPONENTS ARE BASED ON `FORMATION GATHERED FROM ORIGINAL DRAWINGS OR CURSORY FIELD OBSERVATIONS AND ARE SHOWN FOR NFORMATION ONLY. CONTRACTOR SHALL FELD MEASURE AND VERIFY ALL CONDITIONS PRIOR TO COMMENCING ANY WORK- NOTIFY ENGINEER WHERE CONDITIONS VARY FROM THOSE SHOWK PLAN NOTES: L SLAB ELEVATION SHALL BE COORDNATED WITH GYM FLOORING SYSTEM PER NOTE 5. SLAB -ON -GRAPE SHALL BE 6' THICK WITH RENFORCNG PER PLAN CENTERED. PROVIDE VAPOR BARRER PER SPECIFICATIONS BELOW SLAB AT INTERIOR SPACES OVER 6' OF FREE -DRAINING GRANULAR FILL PER SPECFICATIONS. SEE ARCHITECTURAL DRAWINGS FOR SLAB DEPRESSION AND SLOPE REQUIREMENTS. 2 PROVIDE CONSTRUCTION / CONTROL JONTS N SLABS ON GRADE TO DIVIDE SLAB NTO RECTANGULAR AREAS 225 SQUARE FEET OR LESS. AREAS SHALL BE AFPROXMATELY SQUARE AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS MUST BE APPROVED BY NE ARCHITECT. SEE DETAIL 10/55.01. 3. BOTTOM OF FOOTINGS SHOWN N THIS PLAN SHALL BE AT ELEVATION 216'0 UNO ( SEE NOTE 5). SEE SPREAD FOOTING SCHEDULE NOTE!. CONTRACTOR SHALL OVEREXCAVATE FOOTINGS PER THE OWNER -APPOINTED GEOTECHNIGAL ENGINEER TO ACHEVE 10 KSF ALLOWABLE SOIL BEARNG PER THE GENERAL STRUCTURAL NOTES. SEE SPECFICATIONS FOR BORNG LOGS. CONTRACTOR SHALL COORDINATE WITH FNAL SITE GRADES AND MANTA` MN1UI1 DEPTH OF FOOTINGS SHOWN ON THE DRAWINGS. 4. SEE ARCHTECIURAL / MECHANICAL / CML / UTLITES DRAWNGS FOR UNDERSLAB PIPING. COORDNATE FOUNDATION DEPTHS AND PIPING N ACCORDANCE UMTH 10/55.02. TOP OF BWLDNG C ADDITION FINISHED FLOOR ELEVATION SHALL BEAT 280-4 3/4' TO MATCH EXISTING. SEE ARCHITECTURAL FOR GYM ADDITION FLOORING SYSTEM `FORMATION TO COORDINATE TOP OF CONCRETE 5LA8 ELEVATION. VERFY WITH CIVIL. 6. WERE NEW FOUNDATIONS INTERSECT EXISTNG FOUNDATIONS, CONNECT TOGETHER WM-I 04 x 7-6' DOWELS LAPPED WITH HORIZONTAL FOOTING AND STEM WALL REINFORCING. `STALL DOWELS TO EXISTING FOUNDATIONS N EPDXY GROUTED HOLES, EMBED 5'. -L SEE 55.01 THRU 55.03 FOR TYPICAL CONCRETE AND FOUNDATION DETALS. 8. SEE 55.21 AND 55.22 FOR TYPICAL MASONRY DETAILS. LEGEND (ADDITIONAL STRUCTURAL SYMBOLS PER 50.06) FOOTING MARK PER SCHEDULE NE SHEET W-X IH1d. IL1 MJ H55 COLUMN THIS LEVEL CM WALL THIS LEVEL ( SOLIDLY GROUTED ), SEE 20/55.21 FOR RENFORGNG FOOTING ELEVATION STEP PER 15/55.02 HGH I H 1 AND LOUR L TOP OF FINISHED FLOOR ELEVATION (FEED VERIFY) MASONRY CONTROL JOINT PER 13/55.21 SPREAD FOOTING SCHEDULE MARK LENGTH ION TFACKNESS DETAIL FA 3-0' 4-0' 30 8/55.06 ® 9-0' 5'-O' 3'-0' 10/55.06 NOTE: L FOOTINGS SHALL BEAR ON UNDISTURBED GLACIAL TILL APPROXIMATELY 40 BELOW EXISTING EXTERIOR GRADE SEE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. SOL BEARING REQUIRED • 10 KSF. SEE PLAN NOTE 3. 4' 7 0 4' 8' Ib' 20 SCALE I/8'•1,-0' RE.VIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 01 2019 PERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com Reid iddleton 728 134th Street SW • Suite 200 Everett, Washington 98204 Ph: 425 741-3800 www.reidmidd leton.com ©Copyright 2019 Reid Middleton, Inc. DSt E: itents_Complianee lianee Design: TJP / BYM Drawn: RLC / TJP Checked: PNC Project No. 262018.024 Issuance PERMIT SET Date: 01/30/2019 Drawing Title FOUNDATION AND FIRST FLR PLAN - BLDG C Drawing Number 31 C:1Users*malsumotolDocuments Reit ® 2018 ROLLUDA AR va'ar-a' KEYPLAN BEET NM; T/CMU • [ 27-3' ] AFF (COORD W/ ARCH) \ SEE 15/55.06 FOR TIP CMI] WALL TO LONG WALL CONN — 15'-0 +/- MJ v 4 a 15'-0' +/- T/GONG • 120-31 AFF T/STL • W9-10I/21 AFF x14 15'-0' +/- MECH UNIT MAX Urr • 5,000e (NOTE 4) 2x14 15'-0' +/- TYP ALONG GRID CE BRUN BEAMS CV / ri 15'-0' +/- 0 9 15''1 +/- TYP AT WI4 BEAMS MJ s v 8-4 T/CONC • [2I-71 T/STL • [20-5 V2' 23'-4' 15'-0' 2V7GONG ON7MTL DECK SEE NOTE I. T/CONC EL VARES MASONRY WALL PER LEVEL BELOW FF AFF SEE 15/55.06 FOR TYP CMU WALL TO CONC WALL CONN t� I C-3 STEEL TRUSS PER 20/83.03 20 4� P 4o 4 w BOLTED STL BUCKET FL CONN, TYP ATEA(E)BM, DBL SIDED WOOD SHEAR WALL OVER SFRS 10 53.03 TYP MIN$MS W (6)TOTALLOC,SEE 9/55.50ATGRIDS C7C4 AND C6, AND 10/5550 ATGRNSC3,C54C1 Rcc� 4, W TRUSS TONFILLBRUN (E) &LB BEAMS, SEE 2/5550 t 8/55.50, TYP W yr \+-<‘,° x W (E/2x8 e/6'Ge rn. 5550 TRUSS x - GR�SCI Ml.4 the 4, al W 7 x L J I I I I I I I I L ROOF FRAMING PLAN - BLDG C GYM va• • r-0' ALL DIMENSIONS, ELEVATIONS, AND LOCATIONS OF EXISTING STRUCTURAL COMPONENTS ARE BASED ON NFORMATION GATHERED FROM ORIGINAL DRAWINGS OR CURSORY HELD OBSERVATIONS AND ARE SHOWN FOR INFORMATION ONLY. CONTRACTOR SHALL FELD MEASURE AND VERIFY ALL CONDITIONS PRIOR TO COMMENCING ANY WORK NOTIFY ENGINEER WHERE CONDITIONS VARY FROM THOSE SHOWN. PLAN NOTES L NEW ROOF DECK SLAB CONSISTS OF 2' METAL DECK WITH 21/2' OF CONCRETE COVER PER 10/5531. PROVIDE ADDITK)NAL RENFORCNG AS SHOWN ON THE DRAWINGS. COMPOSITE SLAB OVER METAL DECK ACTS A DIAPHRAGM FOR THE SEISMIC FORC RESISTING SYSTEM Z COORDINATE BEAM LOCATIONS W/ VERTICAL TRUSS WEB MEMBERS SHOWN ON TRUSS ELEVATION SEE 53.03. 3. LEDGER ANGLES OR EMBEDDED PLATES ARE REQUIRED AT ALL NTERSECTIONS OF METAL DECKING AND CONCRETE OR MASONRY WALLS. SEE 20/55.22. 4. VERIFY MECHANICAL UNIT WEIGHTS AND LOCATIONS PRIOR TO STEEL FABRICATION. WEIGHT NOTED INCLUDES UNIT OPERATING WEIGHT, DUCT, CURB, ON OTHER INSTALLATION LOADS. 5. N GENERAL THE ROOF STRUCTURE SLOPES TO DRAINS. PROVIDE STRAIGHT SLOPES BETWEEN ELEVVTIONS SHOWN. 6. CONTRACTOR SHALL VERIFY ROOF PENETRATION DIMENSIONS U4t[4 ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. RENFORCE ALL OPENINGS IN ROOF DECK PER I1/5531 UNLESS NOTED OTHERWISE NOT ALL OPENNGS ARE SHOWN ON THE STRUCTURAL DRAWINGS. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL OPENINGS NOT 51401.151 CONTRACTOR SHALL REVEW THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR OPENINGS NOT SHOWN IN THE STRUCTURAL DRAWINGS AND SUPPLY OPENING ME, LOCATOR AND CONFIGURATION TO THE STEEL FABRICATOR PRIOR TO SHOP DRAWING SUBMITTAL OPENINGS OCCUR WHERE ANY DUCT, CONDUIT, PLUMBING, OR OTHER MPLEMENT PASSES THROUGH THE ROOF. EDGE (E) HIGH ROOF CC LEGEND (ADDITIONAL STRUCTURAL SYMBOLS PER 50.06) ❑ COLUMN BELOW THIS LEVEL C — — — — WALL BELOW THIS LEVEL ® DIRECTION OF SLOPE (DOWN I,, SEE NOTE 5 (X) NUMBER OF COMPOSITE SHEAR STUDS, SEE 15/5532 C • X' AMOUNT OF CAMBER REQUIRED AT BEAM MID SPAN l xx'-xx 1 TOP OF STEEL ELEVATION IHIANDIL] RELATIVE PLACEMENT OFMEMBER HIGH [H1AND LOW [L] BEAM CONNECTION SCHEDULE PER 10/5532 EXCEPT USE.< X>' BOLTS STEP IN FRAMING ELEVATION ii SPAN DIRECTION OF METAL DECK SPAN DIRECTION OF FRAMING MEMBERS SPAN DIRECTION OF EXISTING FRAMING MEMBERS < X > 4' 7 0 4 8� I2 16' 20 SCALE V8' •T-0' REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 01 2019 PERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com Reid iddIet n 728 134th Street SW Suite 200 Everett, Washington 98204 Ph: 425 741-3800 www.reidmiddleton.com ©Copyright 2019 Reid Middleton, Inc. REVISION DATE 1 PERMIT RESPONSE 1/30/2019 RP1-4`d1,,Y find Approvci LiobryNntical y 811or]sralta-mneo Design: Drawn: Checked: Project No. TJP / BYM RLC / TJP PNC 262018.024 Issuance PERMIT SET Date: 01/30/2019 Drawing Title ROOF FRAMING PLAN - BLDG C Drawing Number 3 KEYPLAN SHEET NOTE: UP 5RAMP SLAB - ON -GRADE PER NOTES 141 ON S2JI (I; Ab 14'-6' PLANTER RETAINING WALL PER 18/55.06 HS54x4xW2 W/ EMBED PL 5' SLA13-0N-0RADE PER NOTE514 2 ON 52JI FOUNDATION PLAN - BL.DC A ENTRY 1 V4' = I'-0' 14'-6' EP 14'-6' CANOPY FRAMING PLAN - BLPCs A ENTRY 2 V4' PLANTER RETAINING WALL PER 18/55.06 s 0' -AB ALL DIMENSIONS, ELEVATIONS, AND LOCATIONS OF EASING STRUCTURAL COMPONENTS ARE BASED ON INFORMATION GATHERED FROM ORIGINAL DRAWINGS OR CURSORY FELD OBSERVATIONS AND ARE SHOWN FOR NFORMATION ONLY. CONTRACTOR SHALL FELD MEASURE AND VERIFY ALL CONDITIONS PRIOR TO COMMENCING ANY WORK NOTIFY ENGINEER WHERE CONDrnnoN5 VARY FROM THOSE SHOWN REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 01 2019 PERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com Reld iddleton 728 134th Street SW Suite 200 Everett, Washington 98204 Ph: 425 741-3800 www.reidmiddleton.com ©Copyright 2019 Reid Middleton, Inc. REVISION DATE 1 PERMIT RESPONSE 1/30/2019 �t4 .) E'r"'ftfl h'y aI %_•oni,olianoe Date Design: TJP / BYM Drawn: RLC / TJP Checked: PNC Project No. 262018.024 Issuance PERMIT SET Date: 01/30/2019 Drawing Title BUILDING A EAST ENTRY PLANS Drawing Number 5LPG - L !BLDG 5 - LEVE BLDG 5 - FNDN L 0 8F-1 1 VEY • ILO" I BLDG 8- LEVEL 2-r-a _ BLDG 5 - LEVEL 2 15-0 BLDG 8- FNDN 4 LEVEL! 0 EF-61 I/ a' • I.-0* 4 1.35I-SI I 1 r_ . )4x3.45 . 01 o,„..0.---------:-.1 ., (2,0, b 130 0 k__ _ IS 20 55.42 55.42 8F-9 lar.r-cr BLDG 5 - LEVEL 3 21-O 13 L 3 2 wxI L 2 k -0' ,i, -CY * MN 1 riMEMMINIMINIMIF I IIIII 4) Arl\th <> 1.4<> 1 .:'‘9 VSI'Vilf— -/ . 1 sim Iiiiiiiiiiiimii a-- — x3,,,,, impil : 4, \ T ko-v 1 4°+ '1 41111 I ' <-5> iwi--11111' isisimim: Enimoili.1 WIOX4V 1111.1111 MII71 lik i , , 1126x3I (40) I rig li -mar° 4 4 - 4 4 0 8F-6 I/SY EF-10 BLDG 5 - LEVEL 3 27-0' BLDG 5 - LEVEL 2 Au 15-0 \Jr BLDG 5 - NON 4 LEVEL! kik 0-0 _ BLDG 5: LEVEL 3_46k 2T-O BLDG 8- LVEL 15-0 LDG 8- FNDN LEVELL D-CI BLDG 8- LEVEL 3 27-0 8F-3 1/8' r-o• ISISQL3 -01) > 20 .50,96. 55.4 -01) +...1 ""c-3 U.121x44 (15) 4), x 49 IL' +6. i < 4 4 < p 4 5E1 7 • r-o• BLDG - LEVEL 3__AL 27-0VF BLDG 5 - LEVEL 15-0 13LIDG 5 : FNDN LEVELl_fth 0-0 _ 8LPCz8-LEYEL3 k BLDG 5- LEVEL 2 atik 15-0 BLDG - NON 4 LEVEL±k v v a) ea 41* 11118x40 (24) 55.42 SF-8 / • NOTES: L ALL MEMBERS INDICATED ON THIS SHEET AND TIE R CONNECTIONS ARE PART OF THE SEISMIC FORCE-RE51511NG SYSTBM. 2. SEE PLANS FOR MEMBER SVES NOT 1ND1CATED ON T1-115 SHEET. LEGEND (ADDITIONAL STRUCTURAL 511150L5 PER 20/50.05) <::)> GUSSET CONNECTION TYPE PER SCHEDULE ON 10/55.41 0 BASE PLATE TYPE PER SCHEDULE ON 20/55.4I BLDG 5- LEVEL 3 Ankh 27-0 VF !BLDG 8- LEVEL 2 tb, 15-0 BLDG 57 LEVEL Lfti, 15-0 \Jr BLDG 5 -FNDN8 LEVEL' At a-o REVIEWED FOR CODE COMPLIANCE APPROVED • APR 25 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 01 2019 PERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com Reid 'ddle on 728 134th Street SW Suite 200 Everett, Washington 98204 Ph: 425 741-3800 www.reidmiddleton.com ()Copyright 2019 Reid Middleton, Inc. o z o 0_ CO a E5 I:SI 0 Z OQ N < Z < Ct W 0 a 0 U) 2 REVISION DATE 1 PERMIT RESPONSE 1/30/2019 PUiled 6LIHC c:n Col RIPlicince )sultents Date Design: TJP / BYM Drawn: RLC / TJP Checked: PNC Project No. 262018.024 Issuance PERMIT SET Date: 01/30/2019 Drawing Title BRACED FRAME ELEVATIONS - BLDG B Drawing Number 21 1 2/5/2018 11:3105 AM i; O$o METAL STUDS PER DETAILS 4 20/65.11 II H5S5x5x1/4 H555x5x1/4 METAL STUDS PER DETALS 4 20/65.11 NORTH WALL HI2 12 BLDG 8- LEVEL 3 27-0 H555x5xV4 H555x5x1/4 BLDG 8 - LEVEL 2 /1 13'-0' V H555x5x1/4 BLDG 8-FNDN 4 LEVEL I a -a 5LDG5-LEYEL3 27-O' N-41665x5x1/4 rt SOUTH WALL METAL STUDS PER DETALS 420155.1 _ BLDG B - LEVEL_3_ 21-Cf BLDG B-LEVEL _s, 13'-0' H555x5xV4 H555x5xl4 BLDG B - FNDN 4 LEVEL SOUTHWEST WALL ELEVATION 1/Er=r-0 METAL STUDS PER DETALS 4 20/55.11 H555x5x1/4 SLOGS- LEVEL_;__ 13'-0' BLDG B-FNDN4LEVEL 1 a HS55x5x1/4 H555x5xV4 H555x5xV4 HSS5x5xV4 H555x5xV4 METAL STUDS PER DEALS 4 20/35.11 \\ si NORTHEAST WALL METAL STUDS PER DETALS 4 20/55.11 VE3' • r-011 BLDG B- LEVEL 2l'-CY BLDG B -LEVEL 13' METAL STUDS PER DETAILS 4 20/65.11 5LDG5-FNDN4LEVELI 146 II IT NORTHWEST IUALL ELEVATION VW = F-0" $3 SHEET NOTES: I. ALL JAMB STUDS NOT INDICATED ON THIS SHEET SHALL CONSIST OF A (3) STUD GROUP PER 13/551I AND 20/55.11. 2 SEE 55.11 FOR TYPICAL METAL FRAMING DETAILS. 3. SEE 4/55.11 FOR HEADER SCHEDULE AND SILL NFORMATION. 4. SEE 5535 THROUGH 5531 FOR METAL FRAMNG THAT CONNECTS TO FLOOR AND FOR FRAMING. SEE 55.05 AT FOUNDATION LEGEND (ADDITIONAL STRUCTURAL SYMBOLS PER 50.06 ) BLDG B- LEVEL 2T-0' L1 MPG _LEVEL 2 13'-0' BLDG B- FNDN 4 LEVEL 1 a-o : SOUTHEAST WALL ELEVATION I l 11 .111 - --11 -1tIll CLERESTORY LUAU ELEVATION VS' = BLDG E1- LEVEL 3 2T-0' Ar _ !BLDG 8-LEYEL3 27-0 METAL STUD SPAN DETECTION BLDGB-LEVELI n BLDG B - NON 4 LEVEL II a-0' REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION RECEIVE[) CITY OF TUKWILA APR 01 2019 PERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 728 1341h Street SW Suite 200 Everelt, Washington 98204 Ph: 425 741-3800 www.reidmiddleton.com ©Copyright 2019 Reid Middleton, Inc. �0Z U 00 FE U =1- tt(,) � — W Q 0J J 0 °° O 0z O "fO w WIC G(._IZ J Q O0 o��o�N CD 57: > `°3 O "co : Xv. D noo D W Q 33 I— r I— I— L_ REVISION DATE 1 PERMIT RESPONSE 1/30/2019 �.�VltJ� ;art y .� d/' stantiaLcoro ea �i"stir ,yPPd ttijt;e �Y 8Htr Da t Design: Drawn: Checked: Project No. TJP / BYM RLC / TJP PNC 262018.024 Issuance PERMIT SET Date: 01/30/2019 Drawing Title EXTERIOR WALL ELEVATIONS - BLDG B Drawing Number S3.02 ro luda architects CDCl 15'-O' +/• 15'-0' +1- 15'-O +/- 15'-0 +/- +/- 15=0' +/- �ER PLAN SEE I5/55.03 FOR BASE PL AT T/ FTG,TYP (E)FTG SEE 2/S5.50 t 8/55.50 FOR SHEAR WALL $TWN T/ TRUSS AND UNDERSIDE OF ROOF, TYP BTUtN GRIDS CI ! CI.4 CHORD SPLICE NDICATES BOTTOM CHORD BRACE SEE 1VS5.50,TIP (12)LOC (E) GLB PER PLAN HSS8x8x3/8 co CHORD SPLICE IN4xnb TOP CHORD (SEE NOTE 2 FOR CAMBERS 11114x120 BOTTOM CHORD (SEE NOTE 2 FOR CAMBER ) CHORD SPLICE' NOTES L CONTRACTOR SHALL SHORE DOSING ROOF FRAMING PRIOR TO REMOVING EXISTING CONCRETE WALL AND COLUMN SUPPORTS. SHORING MUST BE ADJUSTABLE TO ACCOMMODATE NEW TRUSS CAMBER PER NOTE 2. SHORING OF EXISTING GLULAM BEAMS SHALL SE REMOVED AFTER TRUSS *INSTALLED AND BEAMS ARE CONNEC I tU, AND BEFORE CONCRETE TOPPING PER NOTE ION S232 IS POURED. 2. CAMBER TRUSS L5 INCHES ROOF SHORING (NOTE I) 544LL ADJUST EXISTNG BEAM ELEVATIONS AS REQUIRED TO MATCH THE TRUSS PROFILE 3. SEE PLAN AND ARCHITECTURAL FOR ADDITIONAL INFORMATION NOT SHOWN. 4. FELD VERIFY DIMENSIONS, ELEVATIONS, ALIGNMENTS, AND EXISTING CONDITIONS PRIOR TO FABRICATION. LOW ROOF BEAM BEYOND SEE 15/55.03 BASE PLAT T/ FTG, TYP (E)FTG N TYP EE CLTOP CHORD CLBOTCHORD REV;EWED FOR CODE COMPLIANCE APPROVED APR252019 I City of Tukwila UILDING DIVISION tIEG a titJ CITY OF APR 01 2419 PER MT GEATER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com Reid iddleton 728 1341 Street SW • Suite 200 Everett, W shington 98204 Ph: 425 41-3800 www.reidmiddleton.com ©Copyright 2019 Reid Middleton, Inc. 0Z U- 00 �i= �� p�Q J 0 O a Z O 0 U� W Q J Z J<ID Ill 0- C) 2 REVISION DATE 1 PERMIT RESPONSE 1/30/2019 f;; Jved Oi' 3U!) iY ttltla J , LCRl eeliartce- LH� C otlsultants -pat- Design: TJP / BYM Drawn: RLC / TJP Checked: PNC Project No. 262018.024 Issuance PERMIT SET Date: 01/30/2019 Drawing Title TRUSS ELEVATION- BLDG C Drawing Number 3P r ® I3 umoto1Documents1Revit )PYRIGI f 02010 R MIXING C TRUSS ELEVATION 90 1/4'=r-0' FINISHED GRADE PER CML / LANDSCAPE THICKENED SLAB DETAIL CLEAN SURFACE PRIOR 3' MIN TO CONC POUR I-0 MAX CONC PAD rc • 4,000 PSI 18' *4 OWL x SLAB -ON -GRADE PER PLAN '3' MAX SEE ARCH ►4e17EW 6' ►4xr e I8' AROUND PERIMETER OF PAD, DRILL 4 GROUT W/ NON- HRNK GROUT INTO SLAB EQUIPMENT PAD 6' TO 8' 9' TO r-6'- SEE ARCI- \ SEE ARCH � l � (U 14 CONT r-a MAX SEE ARCHMECH 4ELEC,TYP (2)*4CONT a4a18'DRILL 4 GROUT W/ NON -SHRINK GROUT INTO SLAB EQUIPMENT CURBS CURB AND PAP ON CONCRETE SLAB DETAILS 1 NTS (I) 04 EA NOSE )*4 BOTTOM 6' hIN ADD (2).4 x 3-0' WHERE CJ OR CONST Jr DOES NOT OCCUR BASE FL BELOW CONC SOG ISOLATION Jr W/PREMOLDED JT FILLER CJ OR CONST Jr SEE 5/55.01 AND 10/55.01 NOTES- I'-4' LONG SMOOTH DWI BAR a 17 W/ PA • t/8, NSTALL FLUSH AGAINST UNDERSIDE OR PERP SLAB RENF STL COL PER PLAN 4- (2)*4TYP FILL W/ CONC AFTER FLR SLAB POURED PLAN AT INTERIOR COLUMN 24' •4x24'77 6l8' ►4s18'EW L SEE ARCHITECTURAL DRAWINGS FOR STAR TREAD AND RISER NFORMATIDN TYPICAL STAIR ON GRADE DETAIL 1 7 NTS WALL STL COL PER PLAN BASE PL BELOW (2)04TYP 2' CLR, TYP EXPANSION JOINT S118 BASE PER SOIL REPORT ISOLATION Jr W/PREMOLDED Jr FILLER FILL W/CONC AFTER FLR SLAB POURED SLAB DOWELS PER 5/S3.01 (E)SOG CONTRACTOR TO COORD SLAB DE 10 EXTENT AND TRENCHES FOR UNDERSLAB PIPNG, SEE ARCH / MECH / ELEC / CMI. DRAWINGS r-o'TYP NFLL SLAB TO MATCH EXISTING 4 RENF W/ *4 a 12' MID DEPTH LONGIT WHERE SLAB DOWELS DO NOT OVERLAP, INSTALL *4 TRANSVERSE TO MATCH DOWEL SPACING TRENCH INFILLTO SLAB ON GRADE NTS MATCH T/ SLAB EL s SAWCUT (E)50G CI4FSROUGHEN (E)SURFACE TOV4' AMPLITUDE PRIOR TO CASTING NEW CONC TYP. SOG 4 RENF PER PLAN *4 x 7-0' a 18' MP -DEPTH OF ( E ) SLAB N EPDXY GROUTED HOLES, EMBED 6' SLAB TO (E) SLAB CONNECTION NTS T-4' LONG SMOOTH DWL BAR a 17 W/ DLA • t/8, NSTALL FLUSH AGAINST UNDERSIDE OR PERP SLAB RENF NOTES I/8' MN SAWCUT OR FORMED CONST Jr TO BE FILLED W/ JONT FILLER u z SEE PLAN FOR SLAB RENF 7 cLR, TYP CONSTRUCTION JOINT SUB BASE PER 501L REPORT SUB SASE PER 501L REPORT L CONSTRUCTION JOINT MAY BE USED AT ANY CONTROL JOINT SHOWN ON PLANS AT CONTRACTORS OPTION 2. REFER TO PLANS FOR SLAB THICKNESS AND REINFORCING. 3. CONTROL JOINTS TO BE SPACED AT 17-0' ON CENTER MAXMUM, EACH WAY. RATIO OF DISTANCE BETWEEN CONTROL JOINTS N EACH DRECTION FORA SLAB PANEL SHALL NOT EXCEED L5. CONSTRUCTION JOINTS PER THIS PETAL SHALL BE CONSIDERED AS CONTROL JOINTS FOR CONTROL JOINT SPACING REQUIREMENTS. WALL STL COL PER PLAN BASE PL CJ OR CONST JT BELOW SEE 5/55.014 10/55.01 (2)04TYP 1 \— CONC SOG PLAN AT EXTERIOR COLUMN ADD (2).4x3'-0' ILR4ERE CJ OR CONST Jr DOES NOT OCCUR PLAN AT CORNER COLUMN CONC 50G FILL W/ GONG AFTER FLR SLAB POURED ISOLATION Jr W/PREMOLDED JT FILLER TYPICAL STEEL COLUMN ISOLATION JOINT DETAILS NTS V8' MN SAWCUT OR FORMED rr CJ TO13E FILLED U W/ JONT FILLER STOP HALF OF RENF AT CJ CONTROL JOINT TYPICAL SLAB ON GRADE JOINTS - REBAR NTS z 5 f 1> II_ -111—'�. r4 CONT II 6 STEP HEIGHT < 4' RENF 4" < STEP H SOG, SEE PLAN FOR RENF SOG, SEE PLAN *4CONT / FOR RENF -1 IIII111 telogrem CODE COMPLIANCE APPROVED < I' R 25 2019 City of Tukwila BUILDING DIVISION SOG, SEE PLAN FOR RENF 24' 24' 94x8'I < STEP HEIGHT < 2-0' rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com Reid ' iddleton1 728 1341h Street SW • Suite 200 Everett, Washington 98204 Ph: 425 741-3800 www.reidmiddleton.com ©Copyright 2019 Reid Middleton, Inc. REVISION DATE 1 PERMIT RESPONSE 1/30/2019 Design: TJP / BYM Drawn: RLC / TJP Checked: PNC Project No. 262018.024 Issuance PERMIT SET Date: 01/30/2019 Drawing Title e12' TYPICAL CONCRETE CITY OF TuvKIIL ETAI LS APR 01 2011 Drawing Number PERMIT CENTER TYPICAL SLAB ON GRADE STEP DETAILS NTS (2)r513ARS,TYP LeTYP HMI L HORIZONTAL AND VERTICAL WALL REINFORCING NOT SHOWN FOR CLARITY. 2 TERMNATE NTERRUPTED HORIZONTAL AND VERTICAL REINFORCEMENT WITH A STANDARD HOOK 3. REFER TO CIVIL AND MECHANICAL DRAWNGS FOR LOCATIONS OF PIPE PENETRATIONS. REINFORCING AT PIPE PENETRATION IN UJALL 2 NTS PLAN MBAR ES, TYP (1)5AR2LDLAG! ML-DEPTH TYP NOTES L BAR SIZE TO MATCH SLAB REINFORCING, USE 04 AT MR. 2. IF TWO LAYERS OF STEEL N SLAB, PROVIDE OPENNG RENFORCEMENTFOR EACH LAYER TYPICAL REINFORCING AT SEAS ON GRADE OPENING 7 NTS DOWELS TO MATCH VERT RENF, SEE 5/5521 FOR SPLICE LENGTHS r4eITOCEW TOP a SOT 24 04x \e12' T / WALL PER ARCH 8'CMISEE GSNFOR REQUIREMENTS (2) ►5 a 48' WORE r5 a 16' VERT, CTRD EXTERIOR PAVING WALK OR GRADE PER ARCH AND CIVIL (3) r4CONT BOT CORNER BAR 180' HOOK ONLY RED AT ENDS OF SNGLE CURTAN WALLS, OR WHERE SPECPICALLY DETAILED OMNIMUM STRAIGHT DEVELOPMENT LENGTH (Lb) I rc • 4000 to 5000 PSI BAR SIZE TOP BARS OTHER BARS •3 IT S' r 4 25' 19' r5 31' 24' r b 37 25' r 1 54' 42' r 8 67 48' r 9 10' 54' r10 19' 6r TOP BARS' ARE HORIZONTAL BARS WITH MORE THAN 12' DEPTH OF CONCRETE CAST BELOW THEM IF CLEAR CONCRETE COVER IS LESS THAN Ix THE DIAMETER OF THE BAR OR THE CENTER -TO -CENTER SPACNG 15 LESS THAN (3) BAR DIAMETERS, TWEN VALUES SHALL BE INCREASED BY 50%. MINIMUM LAP SPLICE LENGTHS (Le) (CLASS B) rc • 4000 to 5000 PSI BAR 511E TOP BARS OTHER BARS r 3 25' 19' r 4 33' 25' r 5 40' 3r r b 48' 3T r1 7 54' r8 Sr 62' r 9 9r 10' r 10 103' 19' TOP BARS' ARE HORIZONTAL BARS WITH MORE THAN 12' DEPTH OF CONCRETE CAST BELOW THEM IF CLEAR CONCRETE COVER IS LESS THAN Ix THE DIAMETER OF THE BAR OR NE CENTER -TO -CENTER SPACING IS LESS THAN (3) BAR DIAMETERS, THEN VALUES 51-IALL BE NCREASED BY 50% MINIMIEMBEDMENT LENGTHS A FOR GENERAL USES FOR STANDARD END HOOKS BAR SIZE rc • 4000 to 5000 P51 r 3 6' r4 T r5 9' r6 10' r1 17 r 8 14' • 5 15' rl0 rr L SIDE COVER MIDST BE EQUAL TO OR GREATER THAN 2 V7. 2. END COVER FOR 50 DEGREE HOOKS MUST BE EQUAL TO OR GREATER THAN 7. 3. HORIZONTAL BARS N WALLS ARE CONSIDERED 'OTHER BARS'. DEVELOPMENT AND SPLICE LENGTH TABLES NTS INTERSECTNG BAR W/ STD HOOK END BAR PPES SLEEVES ID OF SLEEVE SHALL BE ?MN LARGER THAN OD OF PPE NOTES SIZE 1 QUANTITY TO MATCH FTG RENF L PPE MUST RUN PERPENDICULAR THROUGH WALL 2. MAXIMUM SLEEVE DIAMETER EQUAL TO 8'. Li„ 3xpORb'CLR (WHICHEVER IS GREATER) MN BTWN ADJ PPE SLEEVES FTG PER PLAN ELEVATION UP TO 7-0' 03e8' W/ 180' HOOKS 7-O'TO4-O' TYP WALL STL W/ 180' HOOKS TYPICAL CONCRETE UJALL PLAN DETAILS NTS 160 G RENF TO BE CONT OPTIONAL CJ EXCAVATION FOR PPE TRENCH PARALLEL TO FTG NOT ALLOWED BELOW THIS LINE 13 FTC TYPICAL PIPE ENCASEMENTAT FOOTING 1.5H MN (- `STEEP AS POSSEi1.E NTS MATCH FTG 80T RENF TYPICAL STEPPED FOOTING DETAIL NTS *4 CONT 18' 04x I e17,TYP 18' r4 a 10' CONT,TYP u m la WALL. TTP r5a17EW BLOCK OUT SLAB AS REGO AT PLUNGER EXTEND WALL DOWELS INTO B/FTG WHERE OCCURS *4 CONT x 10' WALL TIP SOG SEE PLAN FcVViEV'VED FOR ODE COMPLIANCE APPROVED APR 2 51°19 City of Tukwila UILDING DIVISION rofluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com Reid , iiddletor 728 134th Street SW Suite 200 Everett, Washington 98204 Ph: 425 741-3800 www.reidmiddleton.com ©Copyright 2019 Reid Middleton, Inc. REVISION DATE 1 PERMIT RESPONSE 1/30/2019 R t7iG'..,niec arid Apiri:)-Va_ fo pub-stanti o By RHC'onls lianc 'Consultants_ Date Design: TJP / BYM Drawn: RLC / TJP Checked: PNC Project No. 262018.024 Issuance PERMIT SET Date: 01/30/2019 Drawing Title TYPICAL CONCRETE DETAILS EXTEND BLAB RENF TO f� G r !! r E I� OFFTGWHEREOCCUrR5 f�E r win Number COLFTG BYNDPETT'ITY OF 7UK�bIQ� g P NRQFCNLARrrr APR 01 2[19 PERMIT CENT TYPICAL ELEVATOR PIT NTS toDDocumenteWevitp I V7T/ 3•/ /L TYPICAL (SEE NOTE I) AT WALL CORNERS L SEE TYPICAL EASE PLATE DETAIL FOR ALL ANCHOR BOLT INFORMATION, WELDS AND GROUT PAD THICKNESS, EXCEPT EMBED ANCHOR BOLTS A5 SHOWN N DETAILS. 2. OFFSET 1455 AT ELEVATOR GUIDERAIL SUPPORTS TO THE NUDE FACE OF SHAFT AT WALL ENDS AND OPENINGS COLUMN SIZE L W THICKNESS 1-1553x3 I5' S' V7 1455 4x4 lb' S' V7 1-1555x5 IT 6' 3/4' 455 6x8 I8' r 3/4' 1-155lx1 IT 8' r HS58x8 20' 5 r BASE PLlAR PER 15/55.03 II I I J� r CTRD BELOW COLUMN _ Ib' SQ PLINTH STEEL COL. PER PLAN -SLAB RENE PER PLAN (8- )06 VERT 44TES a6' (ADDL TEAT TOP e 7 OC FTG ! RENF PER PLAN 8' 8' ° ° / / ° / ° ° L FOR GALLOWS N COMMON SEE 20/55.03. FOOTING PLINTH NTS T / FTG L PER PLAN PLAN.TYP STEEL COL PER PLAN (WF5P1) TPER SCHED DEL HEX NUT AT EMBEDDED END, TYP N� L SEE DETAIL 13/55.03 FOR BASE PLATES OCCURING ON TOP OF WALLS. PLAN, TYP CL COL SECTION (4) 3/4' DIA AS W/ 5' EMBED, TYP PLV4x7 SA WASHERS r NON -SHRINK GROUT T/ FTC OR PLNTHH STEEL COL PER PLAN ISOLATION JT PER 14/55.01 PLAN AT EDGE PLAN AT CORNER BASE PLATE SCHEDULE COLUMN SIZE PLATE SIZE LxW PLATE THICK T I4554x4 1C7x10' 3/4' 1.4555x5 17x17 3/4' 14556x6 17x17 r 1455l0 13'xl3' II/4' H558x8 145(14' II/4' Lie I7xlT r TYPICAL BAS Eui �W clu RENF PER FTG SCHED, SEE PLAN ' �CI�RL1{iE\N D FOR PLK to DNI LCOL NTS —APR-2 5 28i9 FT:, City of Tukwila BUILDING DIVISION PER 15/85.03 SLAE4RENF PER PLAN FIG SCHED T/FIG EL� PER PLAN rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com Reid iddleton 728 134th Street SW • Suite 200 Everett, Washington 98204 Ph: 425 741-3800 www.reidmiddleton.com ©Copyright 2019 Reid Middleton, Inc. J co vp0 -o- a- i= 0 2 W J o� O 0z O -f0 1_ O d cn W W 0a REVISION DATE 1 PERMIT RESPONSE 1/30/2019 F�C� IIOWerl a ld-Approved for Substantial Compliance B`' BHC onsultailt Date Design: TJP / BYM Drawn: RLC / TJP Checked: PNC Project No. 262018.024 Issuance PERMIT SET Date: 01/30/2019 Drawing Title TYPICAL CONCRETE DETAILS tOTY OF i'(, hiit�'e,'ing Number in APR 01 ?OM PERMIT CENT OOTING DETAIL NTS awn rolluda architects SURE -BOARD SHEAR WALL SCHEDULE WALLMARK WALL SHEATHING PANEL EDGE NAILING MNM1t 1 STUD, TRACK STRAP, AND BLOCKMGGAGE BOTTOM TRACK ANCHOR BOLTS ALLOWABLE SHEAR (PLF) NOTES 01,►4,►6 NOTES n.►3 NOTE 05 ,SW4 SURE -BOARD SERIES 200 (22 GA STEEL SHEET, ASTM A653 GR 33 MN) *SCREWS 9 4 OC lb GA (0.054 NCH) 3/4' PA a 7-8'OC 520 SURE - BOARD SERES 200 (22 GA STEEL SHEET, ASTM 4653 GR 33 MM) ►8SCREW *70C 16CA (0.054 NCH) 3/4'DA6I-4'0C 1250 SURE - BOARD SHEAR WALL NOTES. L SHEATHING PANELS SHALL SE SURE -BOARD SHEATHING, AS MANUFACTURED 8Y NTERMAT, AND INSTALLED M STRICT ACCORDANCE WITH ARNO REPORT ER-0126. PANELS SHALL BE DIRECTLY APPLEP TO THE METAL STUDS WITH THE STEEL FACE IN CONTACT WITH THE METAL FRAMING. SURE -BOARD PANELS SHALL BE INSTALLED L EH THE LONG DPIENSION PARe1' P1 OR PERPENDICULAR TO THE STEEL STUD FRAMING. SURE -BOARD PANELS SHALL HAVE A MMMUM SIZE OF lb INCHES BY 56INCHE5. 2. THE SPECFED PANEL EDGE ATTACHEMENT 15 REQUIRE) AT ALL PANEL EDGES AND ENDS . ALL PANEL EDGES SHALL BE FULLY BLOCKED BY FRAMING STUDS, TRACK, BLOCKING, OR FLAT STRAPS OF THE SAME GAGE AS THE METAL STUD WALL FRAMING. MAXIMUM SPACING OF FASTENERS AT MTERJ EDATE FRAMING MEMBERS 15 6' OC. SCREWS SHALL BE LOCATED 3/8' MMMUM FOM PANEL EDGES, DRIVEN FLUSH WITH THE PANEL SURFACE AND SHALL PENETRATE AT LEAST THREE EXPOSED THREADS INTO FRAMING MEMBERS. 3. SCREW FASTENERS SHALL COMPLY UATH SAE J18, ASTM C554, AND ASTM CI513. FASTENERS FOR SERES 200 PANELS SHALL BE SELF-DPILLING/SELF-TAPPING FLAT HEAD 08 SCREWS WITH A MAIM DIAMETER OF 0138INCH A MINIMUM 03145 INCH DAMETER PAN HEAD, A 0.15 INCH MMMUM LENGTH AND UATH A N0.2 PILOT POINT. FASTENERS FOR SERES 20001 PANELS SHALL BE SELF-DRILWNG/SELFTAFPING FLAT HEAD 010 SCREWS WT-I A M NMAI DIAMETER OF 0.15 INCH A MINMUM 03145 NCH DAMETER PAN HEAD, A 0.15 INCH MNPL M LENGTH AND WITH A 512 DRILL PONT. 4. HOLES SHALL NOT BE CUT IN SURE -BOARD PANELS UNLESS OTHERWISE APPROVED BY THE STRUCTURAL ENGINEER AND PANEL MANUFACTURER 5. BOTTOM TRACK ANCHOR BOLTS SHALL BE EMBEDDED A M1MUM OF T INTO CONCRETE SEE DETAILS.INSTALL Yx3'x0.225' STEEL PLATE WASHER BETWEEN THE BOTTOM TRACK AND THE STANDARD CUT 1.1.1454ER AT EACH ANCHOR BOLT. THE EDGE OF THE STEEL PLATE WASHER SHALL BE V2INCH MAXIMUM FROM THE FLANGE OF THE TRACK RECEMNG THE PANEL EDGEFASTENMG. b. ALTERNATE STEEL SHEET SHEATHING PANELS CONFORMING TO THE 2015 INTERNATIONAL BUILDING CODE AND HAVING A CURRENT CC -ES OR APMO EVALUATION REPORT, MAY 8E PROPOSED FOR USE SUBJECT TO REVEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. THE PROPOSED 51185T(NTE SHALL BE SHOWN TO MEET OR EXCEED THE SEISING DESIGN SHEAR CAPACITY, DEFLECTION PARAMETERS, AND GALVANIZED COXING SHOW) IN APM0 REPORT ER-0126. SURESOARD SHEAR UUALL SCHEDULE 7 NT5 (E)50G (E)STEM WALL IFTG SLAB DOWELS PER 5/95.01 CTRD N SLAB r- SLAB 4 REINF PER PLAN f 1 1 I 11 05 VERT DOWELS 918 N EPDXY GROUTED HOLES, EMBED 6' SE415 ON GRADE CONNECTION GRID AE 3/4'gl'-O' ( E ) WALL WHERE OCCURS FLOOR FM SYSTEM WHERE OCCURS (E)SOG Tf� SLAB DOWELS PER 5/S5.01 CTRD M SLAB SLAB 4 REINF PER PLAN NN-(E)STEM WALL IFTG SLAB ON GRADE CONNECTION 3/4' =1'-0' DEL STUD BACK-TO-BACK 51UD GA TO MATCH WALL STUDS (16 GA MIN) HW HOEDOWN PER PLAN W/ SCREWS PER IIFR U i 5M TO 13/S5.1 ATTACH SUREBOARD PANELS TO STUDS W/ PANEL EDGE FASTENING TO EA STUD, STAGGERED HEAVY HEX NUT FOR HD ANCHOR ROD THREADED ROD W/ DBL HEX NUT - ROD DIAMETER PER HOLDOWNMFR NOSE: l ' RENF SHOWN 15 N ADDITION TO RENF REQD EY OTHER FON DETAILS. WALL BOT TRACK PER DETAILS (2)►5VERT ES' I-IOLDODUN MID-UUALL CONDITION 3/4' =1=0" DBL STUD BACK-TO-BACK STUD GA TO MATCH WALL STUDS (EGA MIN) HDU HOEDOWN PER PLAN W/ SCREWS PER MFR HEAVY HEX NUT FOR HD ANCHOR ROD THREADED ROD W/ DEL HEX NUT -ROD DIAMETER PER HOLDOWN MFR T/ STEM OR FTG NOSE; LL L ' RENF SHOWN I5 M ADDITION TO RENFF READ BY OTHER FOUNDATION DETAILS. 7 MAX ATTACH SUREBOARD PANELS TO STUDS W/ PANEL EDGE FASTENING TO EA STUD, STAGGERED PER 13/55.1 END 512D WALL Bar TRACK I PER DETAILS 01 END OF CONC WALL 24 (2)►5x 118 ' (2) 05 VERT I-IOLDODUN END/CORNER CONDITION 3/4'*I'-0' NSDEFACEOF(E)CLAY TILE WALL BEYOND 4 ARCH BUILD -OUT AROUND COL - V I V2' MAX NON - SHRINK GROUT (E)SOG PLAN 4L (E) STEM WALL4FTG 411 milI1, 1111Z9 1111 ll -N.- LA 1 COL BUILD -OUT PER ARCH PL3/4x13x4-IIV2'W/ (6) 3/4' DA TR N EPDXY GROUTED HOLES, EMBED A5 SHOWN (2)►4xL - g7 CONC CURB FOR BEARING OF BASE PL 4 ARCH BUILD -our (8'WDEMIN) DIE L FOR CALL -CUTS IN COMMON SEE 4/S5.04 (2)►4VERT STEEL COLUMNS ALONG GRID AE 1 4 3/4'-P-0' (E) CLAY TILE WALL 4 (E) CONC WALL DOWELS TO MATCH VERTS (E)SOG (E) STEM WALL / FTG ►4DOWELS a24'OCEAWAY IN EPDXY GROUTED HOLES, EMBED 6' - HOOK AROUND HORQ RENF z-CONCRETE WALL 4REMFPER PLAN 05x7-0/ DOWELS 6 18' IN EPDXY GROUTED HOLES, EMBED 6' SLAB 4 REINF PER PLAN zo III- ►5 DOWELS W 180 DEG 1400Ke 18' IN EPDXY GROUTED HOLES, EMBED 6' ►5e18'INEPDXY GROUTED HOLES, EMBED 6', STAGGER W/ VERT DOWELS 1-4' (2)05CONT130T CONCRETE SHEAR WALL GRID AE 1 3/4' - ILO' 8' STUD FRAMING PER 20/55.1 ( 8005200-54 6 16' OC AT SURE-80ARD SHEAR WALLS) 16 GA TRACK W/IV7FLANGES SOG 4 RE/4F PER PLAN V2' MAX SURFBOARD 51-11HG PER 1/55.04 AT SHEAR WALLS 3/4' DA AB 4 PL WASHER PER 1/55.04, EMBED T (3)05CONTT48 IEVVED FOR CODE COMPLIANCE .81 i'bi.fib AR APR 2 UA4ERE 5 OCC2019URS City of Tukwila BUILDING DIVISION INTERIOR SHEAR UUALL AT SLOG A 1 3/4'P-0' (2)►5CONTTOP REINF PER PLAN ►59I70C EA WAY (2)05x6'-0'DAG AT CORNERS, (I) EA FACE )05 ABV OPNG PROVIDE 180 DEG HOOK AT VERT REINF OVER OPNG INCOMING BEAM PER PLAN ELm14-6'A4F dug (COORD W/ ARCH) /- (2) *5 VERT AT ENDS 7/ OF WALL I EA SIDE OF ,/ OPENING RENF PER PLAN PROVIDE STD HOOK EE Of 1 ORE REINF TYP DOWELS TO MATCH VERT RENF, SPLICE PER 18/55.02 GRID NOSE L SEE CIVIL FOR FOOTING DRAMS. 2. FOR CALL -OUTS M COMMON 5EE20/55.04 (5) 05 CONT BOT, (3)►5CONTTOP WALL STUD E4 SIDE OF STEEL COL W/0.14DA DRIVE PINS a 6' FULL HEIGHT STAGGERED STEEL COL PER PLAN W/ BASE PL PER 13/55.03 ADM ►5VERT LAPPED W/ EA AB GRID SURE-EOARD SHTHG PER 1/55.04 AT SHEAR WALLS, FASTEN TO 51105 EA SIDE OF STEEL COLUMN W/ PANEL EDGE FASTENING PER 1/55.04 SPLICE BOT TRACK W/ 4' WDEFLAT STRAP (GA TO MATCH ADJACENT TRACK) SECTION NOSE L FOR CALL -CUTS IN COMMON SEE20/55.04 8' STUD FRAMING PER 20/55.11 (8005200-54 s 16' OC AT SURE - BOARD SHEAR WALLS ) lb GA TRACK W/ 1 1/7 FLANGES SLAB ON GRADE PER PLAN RED INSULATION PER ARCH EL PER PLAN I 05 617 HORIZ 05 a 17 VERT CIRO IN WALL _PER PLAN (3)05CONTBOT, (2)05 CONT TOP NOTE l SEE CVILFOR FOOTING DRAMS. GRID _ In 1/7MAx (2)►5CONT,TOP C7 EXTERIOR GRADE OR PAVING PER CML / LANDSCAPE SURE-1304RD SHTHG PER 1/55.04 AT SHEAR WALLS 3/4' DA AB, EMBED (AE 4 PL WASHER PER 1/65.04 AT SHEAR WALLS) 05615' TRANS, TOP architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com Reid ,iddlefon 728 134th Street SW • Suite 200 Everett, Washington 98204 Ph: 425 741-3800 www.reidmiddleton.com ©Copyright 2019 Reid Middleton, Inc. �oz U00_ 2 I-- �u)o u) o E J Q _1a °v o az O 0 U�~ W <C _1 Z Y0- i� O VJ U co w co• cow v~)0) O(~n0)rnoo rg 5715.oN2 ui - c6 § NYzY�Y_i 33 v I=- o 4 4=- 4-- u- REVISION DATE 1 PERMIT RESPONSE 1/30/2019 o-;;doL.antial CornptjaucR- T'y t I!c Consultants -Date Design: Drawn: Checked: Project No. TJP / BYM RLC / TJP PNC 262018.024 Issuance Drawing Title FOUNDATION DETAILS RECEIVED CITY OF TUKWILA Drawing Numbe/ "' U1 ZU19 PERMIT CENTER s $TRU central BYM 2O16.Nt 51_AE3 PER PLAN CONC SHEAR UJALL ELEVATION 1 7 NT5 EXTERIOR STEM UUALL SLOG A 3/4'-r-o' EXTERIOR STEM WALL AT STEEL COL 1 3/4' - ILO' EXTERIOR STEM UUALL BLDG A 2 3/4' I'-0' STRINGER PER SODER-DESIGN STAIR TREAD AND RISERS PER ARCH CONN PER EWER -DESIGN STAIR MFR SO( PER PLAN MFR I 1 (- - _J 1 I- - - I -I I I 1 CL COL 1 0L COL roiluda architecture 105 p. 206.624.4222 mail@rolludaarchitects.com S. Main architects planning interior St. Seattle, f. 206.624.4226 design WA 98104 Reid 728 1341 Everett, W Ph: 425 www.reidmiddIeton °Copyright iddle on Street SW • Suite 200 shington 98204 41-3800 com 2019 Reid Middleton, Inc. .§.> u w .) SEE 12/S5.41 i 20/55.41 FOR ADDL INFO . • I II1 III 111 11 7-6" MN THICKENED SLAB FTG UNDER STAR STRINGER COORD 57E, LOC, 0 REINF W/ STAR MFR • . . . / THICKENED SLAE3 AT STAIR 2 PROVIDE ( 4) SETS OF TES ONES OF EASE PLATE AS SHOWN N, 1-11111-111111111 11111 11111 __ - w g -4 VAN c NYS , TOF' EARS PER scHEr), -III-1 iii—ii_li SEE PLAN ,. 1 .. -0,..., ,•, dr, 7.6 e 37358 '95'ioNAL c.,'" A • 5-- 1'9' , • • ,. • 4,. _ N , i _ COL PER P N TIT GRID EASE PL 3/4 x 10 LU/ (6)3/4" DIA TR IN EPDXY' GROUTED HOLES, MEP V. SWIFT AS REGO TO __ I NEL - 1 I /-----, GRID . __-_-____,4N• TRANSVERSE EARS TOP i f3OT - _ r , 70 /- PER SCHED W/ Sit) HOOKS EA END 1-7 05 x r i __ I I la FTG PER fl a vac SMEARS PER SCHED, in I _I CO I- 0 eNZ r 'N 0 1/4-1 ‘.... -I— 1- U) 0 — W < a __I 0 CD Z 0 2 0 1- 0 r- — w ao w ix co -i Er CD C. - 6 .J < rt„. u) cr, ill) 40 0.) cr,) 0? 2 °)1°- -IL -1111-1 - _ >I.1 1 < , , , M < 0') Ts ti-j.1-1c71 : lu )74:j-2: 21:: >. W 4 (7) I- N- Q u) r-. tu es I I I 1 - J PLAN ) ,.\ F 44 SEE PLAN n I CONC PLIF1114 rip., 1/7:274 11/7 / PER PLAN _ 1 - ,.., W ki ...., 43 4a- 0 .-.. SEE NOTE! COL PER • • . • • \t, 0- \._7 1 I I 1 I I II ' V I I 1 5' 1 1 1 I I - ( )SETS OF (4)405 x RETAINER PER 12/55.41 _ e 8'0C FL \ I ''IIIIIIIIIIIIIIMI PLAN 1 San i I i i INN__ (E)CONC UJA 5 I (E)FTG NOTES- L CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING CONCRETE TS. UJALKUJAY COLUMN AT EXISTING FOUNDATION , EASE PL 3/4010 W/ (6)3/4' DA AR, =EA L REINFORCE CONCRETE PLINTH PER 15/65.03. LUALKUJAY COLUMN ANCHORAGE '''''''7 / SECTION FOOTING WIDTH PER SCHEDULE, SEE PLAN / ERACED FRAME FOOTING A 3/4" • II-0° 3/4' • Y-0' 0 3/4" 0, ILO' CONC WALL 05 6 IV OC VERT, CTIRD GRID 24 *4 x -1 12 0 15' *4 x ONG WON + 24' CTRD ON OFNG EXTERIOR GRADE OR SLAS 001.1ELS PER 5/55.01 GIRD IN SLAYS SOG PER PLAN W/ THK EDGE PER A (2)05 6 320C HORT DOWELS TO MATCH VERT REINF,SPLJCE PER 5/S521 PAVING PER CF/L / LANDSCAPE 6/85.01, SEE NOTE! . 1, (E) V WALL ( E)SOG Chill WALL PER PLAN ,................ ,,,,,,,,,,•,,, J._ -----D '''`" : 40,11091510" STOW et WI REIF PER 6/S5.01 DEMO (E) CONC FLL AT ( E) WALKWAY COLS (E ) FIGS 1- I r FRSHED GRADE 04 x ONG LIADT14+ 24' - 50G 0 RE1NF PER CIVIL / LANDSCAPE CTRD ON OPNG REVISION DATE PER PLAN '1, REINF PER g4 1 PERMIT RESPONSE 1/30/2019 ---,- .°11.11:1111 ADJACENT 4 I steuALL4MPER GRID --T" WALL PETALS 1 dr, ADJACENT PETALS .1 L---- e. 1 ' , — '----11 1 I- I I I ELEMENTS.1 1 STEEL COL PER 13F ELEVATION WHERE occuRs --N. 1 STEM WALL 0 RE* PER MIN 1 L NOE L FOR CALL -OUTS IN COMMON SEE 20/55.05. 1 APR 2 5 2019 City ofTukwi a BUILDING DIVISION Jate Design: TJP / BYM Drawn: RLC / TJP Checked: PNC Project No. 262018.024 • ADJACENT FON PETALS GENERATOR ENCLOSURE UJALL 1 A EXTERIOR STEM WALL AT DOORWAYS 4 1 5 3/4' • 11-C7 I 3/4" • ILO' I 3/4' • r-om e--.. GRID ---fi,-PER ARCH MIL 511.0 RN WALL e----. GRID T c gssi STUD WALL I- -a GRID GRID 6' STUD FRAMING PER STEEL ROE 20/55.11 ( SEE 11/S5.05 AT 'Yt- 1 I COL PER PLAN LW EASE PL PER I SOG 4 RENF PER ARO-I'l- 1455 WHERE OCCURS ) STEEL COL PER PLAN OR ELEVATOR I r--11=r. EASE PL PER 13/55.03 EXCEPT LU/ 3/4" DIA HD CONIC SCREWS, EMEEP 6 PER ARCH '411: \ 0 I I I 1 I 0 /0- /000- 15/05.03 EXCEPT LUM-1 OFFSET AR AS SHOWN l. FOR COMMON CALL -OUTS IN SEE 20/S5.05. PER PLAN (2)04 CONT, TOP Issuance PERMIT SET Date: 01/30/2019 u , • - - RIGID INSULA110N I CHAMFER PER ARCH 1 i L 1 PER ARCH EXTERIOR GRADE OR r- --1 4117 (2)04 x J 12 e 5," N EPDXY FER PLAN &I'L' PAVING PER CIVIL / I 1 I GROUTED HOLES EMBED V LANDSCAPE • . '11 4o I I jr -- 1 1 I-1 il l 06 -1 L_JJ___ *•.4,..44•. I-1 - 4 , 4 1 T 040124ORYZ ' -1 • Drawing FOUNDATION DETAILS ), l I I_ i I III I ,1 I G ER PLAN 0 P-LINTH 0 REN 04 e 12' VERT I I BACKFLL 0 0 0 0 PER 15/55.03 0 I (4HES) TELllY zE ECLUAAO16N-17CUER°RF 5NT =1 1 carnNuE REINF OF 2E)LN0TT4 COROEONDKT EL PER PLAN 1 --,S II 1 . 1 r 1 1 i 1 , 1 1 I CIL,_ • I I 1 I I3F FTGt REIFF PER =AGENT FON 21-6' MIN PLAN 0 10/55.05 RIO BF FTG EL PER LAN :61 41110111 ADJACENT FON THRU r - 1 -, 1 INCOMNG CONT 1 I I Drawing Number 0 RECEIVED CITY OF TUKWILA APR 01 2019 '' ERMIT CENTER FTG SHOWN I hg22: DASHED I I 1 1 L hISM 1- I. SEE CIVIL FOR FOOTING DRAINS. 2 FOR CALL -OUTS N COMMON SEE 20/55.05. EXTERIOR STEM I _J WALL f3LOG 13 i 7 1 1 1111111 111- /I-3II 1 1 1- -1111-111 1 I 1 1 T L L FOR CALL -OUTS IN COMMON SEE 10/55.05 AND 20/S5.05. SEE NOTE 3 ON 52.21 NQIE t EQ 5' / / ROTES 1 SEE 20/55.05 AND 0/55.03 FOR CALL -OUTS 01 COMMON. EXTERIOR FIN WALL f3LDG ES 1 FOR SOL 5EARING REQUIREMENTS / / 1 SEE CIA. FOR FOOTING DRAINS. , t-6' FIG PER PLAN BEYOND EXTERIOR STEM WALL AT EXT r3F FTG • -1 EXTERIOR STEM UJALL AT SPREAD FOOTING 1 • // EXTERIOR STEM WALL !BLDG 13 3/4' 4 Y-Cf 9 3/4" 4 l'-0" I 3/4" 4 r-o" 2 . 3/44*- l'-,C7 i • 3/4" 4 r-C7 I / GMU WALL PER PLAN CONN TO (E) CONC WAL PER IS/55.06 (E)CONCWALL (E)CONCCOL C9 PER 5/55.06 5/222DLATReI6'OG STAGGERED W/ DOWELS PER 15/55.06, DO NOT DAMAGE (E) REINF CHANNEL CONNECTIONS AA 4 -0 1V2'•1' -� _� m G9x13.4 x > > V4 V 3/4'DWA$e5'OCM EPDXY GROUTED HOLES EMBED 4' 0\PENIN TYP 4 55.06 UJALL OPENING AT EXISTING UJALL V2'•r-O MASONRY WALL PER PLAN SHOWN DASHED PAVING PER CML 4 LANDSCAPE (4).6 TOP W/ STD HOOK EE CONTINUE LONG REINF OF ADJACENT FTG INTO THIS FTG 7-6' MIN OVER EXCAVATE FOR FTG TO BEAR ON GLACIAL TILL, SEE PLAN NOTES, GENERAL STRUCTURAL NOTES AND GEOTECH REPORT FOR ADDITIONAL REQUIREMENTS PLACE LEAN CONCRETE — FILL A5 REOD BY OWNER - APPOINTED GEOTECHNICAL ENGP.EER (Fc • 150 PSI MN) CLCOL 4FTG e� — 5TEEL COL PER PLAN I I � I I 1 1 I I i BASE PL PER 15/S5.03, EXCEPT W/ IV7DIAAREMBEDIV SLAB! RENF PER PLAN u in SEE PLAN x 04x3'-6'e8'OGM EPDXY GROUTED HOLES, EMBED 6' (E) FTG WHERE OCCURS (1).5SOTW/STD HOOK EE FOOTING SECTION AT GRID CI 3/4' • 1'-0' CLCOL d FTG SLAB 4 REINF PER PLAN (4) 06 TOP W/ STD NOOK EE CONTINUE LONG REINF OF ADJACENT FTG INTO 1145 FTG 7-6' MIN CI) .9B0TW/STD HOOK EE PLACE LEAN CONCRETE FILL AS READ BY OWNER- APPONTED GEOTECHNICAL ENGINEER (Pc • I50 PSI MN) MASONRY WALL PER PLAN SHOWN DASHED 1 STEEL COL PER PLAN BASE PL PER 15/55.03, EXCEPT W/ I I/7 DIA AR, EMBED 18' (E)FTG WHERE OCCURS U 1" SEE PLAN ao r4x 1 e8'OCESN EPDXY GROUTED HOLES, EMBED 6' e8' OVER EXCAVATE FOR FTG TO BEAR ON GLACIAL TILL, SEE PLAN NOTES, GENERAL STRUCTURAL NOTES AND / GEOTECH REPORT FOR ADDr110NAL REPURET1ENTS FOOTING SECTION AT GRID C1.4 3/4'•1'-O° x I-6' DOWEL TO MATCH STAR NOSING RENF EPDXY GROUTED HOLES, EMBED 4' STAIR -ON -GRADE V PER PLAN REM rr NOT 9HOWN(ROT OR LANDING SLAB WHERE OCCURS) \ �� *4x1-6'DOWEL e18' IN EPDXY GROUTED HOLES, EMBED 4' 04 a 18 TOP T/ WALL VARIES (2)04CONT TOP 04 a 17 HORIZ ►4 a 17 VERT GIRD (2) 04 CONT TOP 4150T PAVING OR FINISHED GRADE PER CML / LANDSCAPE FOUNDATION AT RAMP 4 STAIRS 11 3/4'•r-0' DOOR PER ARCH NN — I NOTE L FOR CALL -OUTS IN COMMON SEE 18/55.06 STEP IN SLAB PER ARCH 04x7-0' DOWELS a 18' N EPDXY GROUTED HOLES, EMBED 5' FOUNDATION AT VESTI ULE DOOR 7 3/4' • r-O' STEEL COL PER PLAN EMBED PL V2 x 4V7 50W/(2)5/8'x6'LLWS 3/16 V CURB BEYOND NOTE L FOR CALL -OUTS IN COMMON SEE IV55.06 418/55.06 • FOUNDATION AT VESTIBULE COLUMN 3/4'. STOREFRONT PER ARCH SLAB -ON -GRADE 4 REINF PER PLAN EL PER PLAN 'II41 I III (y)*4CONT TOP III I� 4I4x-211e18' 04 a 17 HORIZ 04 a 17 VERT GIMP (ALT HOOKS) �4e17TOP EL PER PLAN 1f7 III (3) 04 CONT TOP, (2) *4 CONT SOT PAVING OR FINISHED GRADE PER CML/LANDSCAPE EXTERIOR FOUNDATION AT VESTIBULE 1 3/4' • ILO' *4x3'-6'e8'OC,DRELL4EPDXY 6' MN DEPTH W/ HUI I41T44Y 200 CMU WALL PER PLAN ss e_oROOM _®mom r�li�clrc�6�*iki� HircyccarSri9 Jc�w (E) CONC WALL CMU WALL, PER PLAN PLAN AT STRAIGHT IUALL (E) CONC WALL REVIEWED FOR CODE COMPLIANCE APPROVED *4 x 1 e 8' OC, DRILL EPDXY 6' MN DEPTH W/ HIL11 HIT-HY 200 PLAN AT IUALL COR APR 25 2019 City of Tukwila ILDING DIVISION CMU UJALL TO EXISTING CONC UJALL CONN 1 3/4' - VERT REINF PER 20/5521 HORIT RENF PER 20/55.21 (2) 415 CONT SOG 4 RENF PER PLAN RIGO INSUL PER ARCH (5)05 CONT EL PER PLAN CMU WALL PER PLAN 4 20/SS.21 DOWELS TO MATCH WALL VERT, SPLICE PER 5/S5.21 *5 a 17 HORIZ U in FOOTING AT CMU UJALL 2 3/4'•r-0' rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 728 134th Street SW • Suite 200 Everett, Washington 98204 Ph: 425 741-3800 www.reidmiddleton.com ©Copyright 2019 Reid h4iddleton, Inc. REVISION DATE 1 PERMIT RESPONSE 1/30/2019 ' �ftlpfiJV�_-- i,kA.JiantjalCCrnplia jC EHC jODSOltailts Date Design: TJP / BYM Drawn: RLC / TJP Checked: PNC Project No. 262018.024 Issuance PERMIT SET Date: 01/30/2019 Drawing Title FOUNDATION DETAILS Rrr�l‘IFn Drawing NumaITY OF t UKWILA APR 01 2019 PERMIT CENTER PLACE ADDITIONAL SET OF HOLES 4' OFFSET FROM OTHER HOLES TO ALLOW PLACEMENT OF BOLTS N WHICHEVER SET COMPLES W/ RESTRICTIONS SHOWN ON 4/55.21 NOTES: t 3/4' DI4 A301 ANCHOR BOLTS MAY BE SUBSTITUTE, ON AN EQUAL BASIS W/ EXP BOLTS. 2 LEDGERS TO OCCUR AT ALL INTERSECTIONS OF DECK 4 MASONRY WALLS, UNO. F NOT OTHERWSE INDICATED LEDGERS FOR FLOOR DECK SHALL BE Lbx4x3/8 (LLV). 3. EXP BOLTS AND HD SCREWS SHALL HAVE MN b' OF EDGE DISTANCE N SOLID GROUTING ON ALL SIDES. GROUT 91-I4LL ACHIEVE MN 2,000 PSI STRENGTH PRIOR TO EXP BOLT NSTALLATION. SEE 4/5521 FOR ADDITIONAL REQUIREMENTS. VERTS ABOVE OPENING W/ ISO DEG HOOK ....011111111 (2)►5415V 4BELOW OPENING, UNO MASONRY WALL PER PLAN (2)►5VERT INCELL. ADJACENT TO OPENING, UNO - EXTEND TO FLOOR OR ROOF ABOVE NOTE: U4IERE Z-0' NOT AVAILABLE: EXTEND l RENFORCNG NOT REQURED FOR AS FAR AS POSSIBLE AND PROVIDE STD MISCELLANOUS OPENNG LESS THAN IV SQUARE HOOK OR MATCHING CORNER BARS TYP REINF AROUND OPNGS IN MASONRY IUALL PER DECK NOTES, TYP EL PER PLAN DECK 4 TOPPNG PER PLAN (ORENTATION VARIES ) CONT Lbx4x3/8 ( LLV) W/ 3/4' MA EXP BOLTS OR HD SCREW e Ib' OC W/ 5' EMBED UNO (MN (3) BOLTS PER PECE) EXTERIOR FACE RAKE MORTAR JONT 3/4' DEPTH BACK STOP MATERIAL NTERIOR FACE NT5 MASONRY WALL PER PLAN W/ RENF PER PLAN (2) 45 CONT, UNO LEDGER TO MASONRY UJALL NTS SEALANT BUILDING PAPER OR OTHER APPROVED BOND BREAKER MORTAR JONT (2)►5VERT WALL RENF EACH SIDE OF CONTROL JOINT STOP HOW WALL RENF. AT 11111F JONT, EXCEPT AT TOP OF WALLS 4 ELEVATED ROOF PLAN LEVELS 4 PROVIDE STD 180' HOOKS PER 14/55.21 a 0 CORNER BARS TO MATCH HORIZ RENF ADDLVERT RENF NOTES - I. SEE PLAN FOR JONT LOCATIONS. 2. USE STD 4 HALF LENGTH BLOCK UNITS TO CREATE VERTICAL JONT NT WALL HORIZ WALL RENF,TYP CORNER INTERSECTION HORIZONTAL RENFORCNG PLAN — SINGLE LAYER TYPICAL CMU UJALL PLAN DETAILS 1 NTS CROSS -HATCHED AREAS NDICATED ARE RESTRICTED ZONES NO EXPANSION BOLT OR HD SCREW INSTALLATION TH15 AREA TYP 13/8' ABV MORTAR Jr 1 3/8' BELOW MORTAR Jr CMU WALL 13/8' E4 SIDE OF HEAD JT NOTE L NOTIFY ENGNEER FOR DIRECTION PRIOR TO N5TALLATION F EXPANSION BOLT OR HD SCREW LOCATIONS FALL WTHN RESTRICTED ZONES. EXPANSION BOLT AND HEAVY DUTY SCREUJ LOCATIONS IN CMU (I) 04 CONT TOP WHERE V' OVER 8' LNTEL COURSE PER SPECIFICATIONS BOTTOM RENF PER SCHED (2)►5VERT UNO NTS VERT RENF PER PLAN GSN OR PETALS TOP H00K OF SHEAR RENF MAY BE OMTTED F BAR G EXTENDED 24' MIN ABOVE LNTEL RENF PER LE NOS L RENFORCNG RUNS 24' PAST ROUGH OPENNG, EACH SIDE TYP UNO, SEE 3/55.21. (2)►5x,_ TO MATCH HIORIZ RENF WALL RENF PER PLAN OR SCHED aw'cO O.000 71 ti e1111ro 1 eeRo* A le=II 211I12�!_°wee R�� e 91t'h ammE Uiiii,1MWC � �rar_•i�• r. Le PER SPLICE SCHEDULE PLAN AT S" CMU TYPICAL REINF AT JAMBS 4 FREE ENDS 1 4 NTS (4)►5VERT W/MATCHING DOWELS W/ STD HOOKS TO FTG BELOW NOTE '�mw��'eTr�'cTrr�+oy LL 2 3/8' CLR TO 03 x 19 TE e IS' VERT RENFTYP PLAN AT 8° CMU L THIS PETAL APPLIES TO ALL PIERS 2-O' WIDE OR LESS MASONRY PIER REINFORCING 1 NTS LENGTH, L5 VERT BAR ALL OTHER BARS BAR SIZE CENTERED IN WALL (2'CLRMN) ►4 ►5 ►b ►l NOTE 20' 30' 40' 54' (4b'N17GIP 25' 40' 54' b3' L SEE GENERAL STRUCTURAL NOTES FOR REQUIREMENTS OF GROUT POURS EXCEEDING 3-0' N HEIGHT. MASONRY SPLICE AND DEVELOPMENT SCHEDULE NTS LINTEL BOTTOM RENF SHEAR RENF D L-I (MPS IV L - 1 (2)05 24' ' SHEAR REINFORCING NOT READ. HOOK VERT RENFORCNG AROUND BOTTOM RENFORCNG SCHEDULE NOTES: l SEE 3/55.21 FOR TYPICAL RENFORCNG AT OPENNGS. 2 WHERE SHEAR RENFORCNG REQURED, PLACE FRST BAR HALF THE GIVEN SPACING FROM FACE OF SUPPORT. LINTEL REINFORCING SCHEDULE NTS PLAN W/ VERT REINF AT S'CMU TYPE THICKNESS HORIZRENF VERT RENF GROUT SOLID W-1 8' (21115424' ►58IVGIRD YES NOTES: RLViE4' Eo FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION l EXTEND REINFORCING TO RILL HEIGHT OF WALL, 1 ` a r +• + ° . L NOTES FOR ADDITIONAL HORIZONTAL BOND BE4M5 REQUIRED AT FLOOR AND ROOF LEVELS. rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com Reid iddleton� 728 134th Street SW Suite 200 Everett, Washington 98204 Ph: 425 741-3800 www.reidmiddleton.com ©Copyright 2019 Reid Middleton, Inc. REVISION 1 PERMIT RESPONSE DATE 1/30/2019 s'vic�AP saPaproved_ fo • Suostantial Compliance B)" BHC C.nsultalits Da 2. NSTALL CONTNUOUS HORIZONTAL BOND BEAM BELOW ELL OF WINDOW AND LOUVER OPENNGS. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF OPENINGS. 3. REFER TO PLANS AND DETAILS FOR ADD1110NAL RENFORCNG REQUREMENTS. 4. SEE 18/5521 FOR REINFORCING AT CORNERS AND INTERSECTIONS. SEE 19/5521 WHERE WALL PERS OCCUR 5. 5EE 3/55.21 FOR RENFORCNG AROUND OPENNGS, UNO. RECEIVER CITY OF TUKWILA APR 01 2019 PERMIT CENTER MASONRY UJALL REINFORCING SCHEDULE 90 NTS Design: Drawn: Checked: Project No. TJP/BYM RLC / TJP PNC 262018.024 Issuance PERMIT SET Date: 01/30/2019 Drawing Title TYPICAL MASONRY DETAILS Drawing Number roliuda architecture 105 p. 206.624.4222 mail@rolludaarchitects.com architects planning interior S. Main St. Seattle, f. 206.624.4226 WA design 98104 Reid 728 134th Everett, Washington Ph: 425 741-3800 www.reidmiddleton.com ©Copyright iddleton Street SW 2019 Reid . Suite 200 98204 Middleton, Inc. ,04AN co Jy - oV V Ast-ti o C, N,.s;,y0; �, 'r' "PG 37358 . k�' 0��`s8 %O ALS6 G 6• /,' J U) 0 VO0 0 —I `� -.1 CD°Cd 00z O0 I- 1- � w N W p W oa — uj cODo -1 coo o Q J z 1- ( 0 H can o 1 (n: O u)ill 22 ; o0 0 J �i� I=- a U h¢ o 7 W 7' N °� o �0 0 0 0 gT3 ooY 0 2 - 2 §y I✓ (NI w �Z/1 _ z vo. Y Li • • �// Fo I=- v F IW- L.L. T/5TL EL PER PLAN EL PER ARCH ® '� 4 0 0 V214T STIFF PL V4' ES 3/16 4 (2)05 CONT AT T/ WALL 16'MAX UADTH$LOCK-OUT FOR BEAM FILL W/ GROUT i� AFTER BEAM IS SEATED BM PER PLAN em RENF PER 13/55.22 , 3/16 3/4' MN NON -SHRINK GROUT A '-"---- - CONTNUERENFPER 19/55.22 THRU BLOCK- • OUT *COPE BEAM AS BEAM PER PLAN II b� a nor, (6'MAX)iii REVISION DATE 1 PERMIT RESPONSE 1/30/2019 BEVELED WASHERS AT SLOPED BE4M8 75' 7 a g �t/)eM $RGPLGONNPER Y I 4 - �� $RGPL5/8x5xl'-P f0 8 q DETAIL AT RIGHT ll 4 a,-li - W/(2)3/4'DAAR 0 " �YQ��st, (2)r5x4'-O'MNC1RDON HOOK AT WALL ENDS) 'cod �i " ` Q a• s 2V2' _' � - Veci ��r, Ai/Qh._ NI)3¢0j - PLAN Design: TJP / BYM Drawn: RLC / TJP Checked: PNC Project No. 262018.024 MASONRY WALL4 RENF PER PLAN AND 20/55.21 SEAM TO MASONRY U,,AIFCL`D7F0 CODESIAN E APPROVED ELPER ARCH (2)•5CONTATT/WALL APR 25 2019 City of Tukwila BUILDIligoikaafft Issuance PERMIT SET Date: 01/30/2019 PER DECKNOTES, EL PER PLAN (2) 08 CONT CHORD TYP) V 30 oro' RENF AT ADJACENT COURSE ABOVE4 BELOW ROOF SLAB NT CHORD I. r5x 118 e8,HOOK AROUND WALL RENF s_EVARES A CONTAT ROOF Drawing Title MASONRY & STEEL FRAMING DETAILS = d(RENFA°2)418 ROOF 6 _x _ x__x _ x .,0I �� ---- -__ BEAM PER PLAN, SEE S TO MASONRY WALL NOTE L FOR CALL -OUTS N COMMON SEE 20/S5.22 COMPOSITE DECK TO MASONRY (2) •8 CONT CHORD RENF AT ADJACENT COURSE ABOVE 4 BELOW ROOF SLAB d UJALL DECK 4 TOPPNG PER PLAN ( ORENTATION VARES ) DECK PERStS521 c .� COMPOSITE SUPPORT DECK TO MASONRY I 4 N $ MASONRY WALL A 4 REINF PER PLAN AND 20155.21 1 $ t" IUALL l�CG4' 4t Drawing Number CITY OP TUKW1LA APR 01 2019 ", i3MIT CENTER 3/4'=1-0' I 3/4'=P-0' 21. S c Usersmmatsamomwo DECK SPAN DIRECTION L5x3x V4 -J 0 L5x3xI/4 L5x3x V4 1 J 0 0 0 L5x3x /4 PLAN VIEW SECTION 0 NOTES L WELD PECK TO ANGLES WITH V7 DIA FUDDLE WELDS a 6' OC ALL AROUND OPENING. 2. NO RENFFORCNG REQUIRED FOR SINGLE OPENINGS 6' DLAMbI tn. OR 6' SQUARE OR LESS. 3. LARGER OPENINGS MUST BE COORDNATED WITH ARCHITECT AND ENGINEER REINFORCING AT MISC ROOF DECK OPENING 04TRt1BAR (4SIDES I EXTEND 7-0' BEYOND OPNG '0 HOLE BM PER PLAN WHERE OCCURS, EXTEND L2x2 SAME AS OPP END WHERE NO BM OCCURS 414 TRM BAR (4 SIDES) EXTEND 7-0' BEYOND OPNG NTS TYP PLAN VIEW 3)16 V 2-6 a 3/Vb L3x3x 3/46 AROUND COL FOR DECK SUPPORT (NOT READ AT SIDES WHERE MCOMNGBEAMS OCCUR) DECK PER PLAN ORIENTATION VARES TOPPING PER PLAN WHERE OCCURS 5TL COL PER PLAN (455 WHERE OCCURS) SECTION METAL DECK TO STEEL COLUMN CONNECTION DETAIL NTS TYPE = ASC DGS-3(2 OR VERCO PL8-36, G.6O GALVANIZED W/ FOLLOWNG MIN PROPERTIES Fy • 35 K51 PANEL WIDTH • 36' ALLOWABLE 514E4R CAPACITY REQUIRED • 1110 PLF UNO 20 GAGE 1. 0.216IN4 5• +0.235/-0246IN' 18 GAGE 1• 0302N4 5• +0321/-0335r13 NOTES MAXIMUM DECK SPAN FOR 20 GAGE DECK IS 1-6' CENTER TO CENTER (TIUO OR MORE CONTINUOUS SPANS) AND 11-6' CENTER TO CENTER FOR 18 GAGE DECK (TWO OR MORE CONTINUOUS SPANS). USE HEAVER GAGE WHERE DECK READ FOR SINGLE SPAN CONDITIONS OVER T-0' CENTER TO CENTER 2. PROVIDE (1) V7 DIA EFFECTIVE PUDDLE WELDS PER SHEET TO ALL SUPPORTS PERPENDICULAR OR SKEWED TO DECK FLUTES. 3. PROVIDE (2) ROWS OF 1/7 DIA EFFECTIVE PUDDLE WELDS AT 17 OC TO ALL STRUTS AND BRACED FRAME SEAMS PARALLEL TO DECK FLUTES AND WHERE DECK ORENTATION CHANGES. PROVIDE V7 DA EFFECTIVE FUDDLE WELDS a 17 OC TO OTHER SUPPORTS PARALLEL TO DECK FLUTES. 4. CONNECT DECK SEAMS AT 17 OC WITH THE PUNCHLOK SYSTEM FOR VERCO DECK OR THE DELTAGRP SYSTEM FOR ASC DECK, UNO PER PLAN 5. DECK MUST STRICTLY MEET CRITERIA LISTED, NCLUDING CURRENT ICC-ES RESEARCH REPORT ALLOWABLE SHEAR LOADS. SUBMIT DECK INFORMATION TO ENGINEER PRIOR TO BEGINNING SHOP DRAILINGS. 6. REINFORCE PECK OPENINGS PER 6/5531, UNO. DECK OPENINGS MAY NOT BE SHOWN ON PLAN SEE ARCµ MECµ ELEC FOR ADDITIONAL INFO. 1 1/2" METAL ROOF DECK NTS 160 NOTES L FOR HOLES 4' DIAMETER OR Les. OR 4' SQUARE OR LESS • NO STRENGTHENING L9 REQUIRED PROVIDED THAT HOLES ARE NOT CLOSER THAN 17 OC. 7 FOR HOLES GREATER THAN 4' UP TO 8' DIAMETER OR 8' SQUARE • PROVIDED HOLES ARE NOT CLOSER THAN 3. FOR 1-101E5 GREATER THAN 8' UP TO 24' DIAMETER OR 24' SQUARE • USE L2x2x3/16 ALONG (2) SIDES AS SHOWN. 4. FOR 140LE5 GREATER THAN 24' DIAMETER OR 24' SQUARE • SEE PARTIAL PLAN (D 3/4' DIA FUDDLE WELDS, TV' 2 CELLS FOR C • 8' TO 14' OR 3 CELLS FOR C • 14' TO 24' (TYP) 3' MAX 24' MAX SECTION A 3' MAX 1/7 DIA FUDDLE WELDS* 6' OC ALL AROUND 1 0LE LOC C8 AT FIRST LOW FLUTE NEAREST EDGE OF OPNG C8x1L5 C8x115 MAN BEAMS PARTIAL PLAN J 7 ////— TTPBMTOBM CONN PER 10/5532 MTL DECK SPAN DIRECTION CONN PER 15/5534 (U18 CONDITION) SECTION S REINFORCING AT MISCELLANEOUS COMPOSITE &LAB OPENINGS NTS DECK 4 TOPPING PER PLAN (ORIENTATION VARES) LAP WUJIR PER GENERAL NOTES, TYP JOINT LOCATIONS TO BE DETERMINED BY CONTR, SUBMIT PROPOSED LOCATIONS TO THE ARCHTECT 1 ENGINEER FOR REVIEW 4APPROVAL PRIOR TOPOURING CONC TOPPING 04x4'-0'0 18;CTRONJTOR EXTEND RENE PER PLAN FOR FULL LAP SPLICE LENGTH (WHIG-EVER IS GREATER RENE ) CONSTRUCTION JOINT IN COMPOSITE DECK LAY OUT DECK TO PROVIDE 3' MN CONTACT BETWEEN LOW FLUTE AND FLG OR CUT DECK HIGH FLUTE AND INSTALL FILLER PLATES AS READ BMW ADJACENT LOU FLUTES DECK 1 TOPPING PER PLAN SHEAR CONNECTORS PER PLAN 115/5532 PER P NTS BM PER PLAN DECK PERPENDICULAR TO SEAM PECK PARALLEL TO SEAM METAL DECK OVER COMPOSITE BEAMS 1 NTS TYPE • ASC 2111OR VERCO Ur2 FORMLOK G60 GALV W/ FOLLOWING MIN PROPERTIES Fy•38K51 PANEL UIIDTH•36' 20 GA I.0.423 M4 5•+0361/-0310 N3 SINGLE SPAN CONDITIONS DOUBLE SPAN CONDrf1ONS TRPLE SPAN CONDTTTONS a, 18GA 1.0555 IN4 5•+0510/-0511 IN3 20 GA 8-6' 5-0' 6x6 W1.4xWl4 UlU.R x 16 GA I.0.6S4 IN4 S•+0.639/-0.639 IN3 21/2• TOPPING 18GA ' MIN 9-0' 10-0' I0-6' L USE GAGE OF DECK PER SPAN TABLE AT LEFT (SPAN TABLES ASSUME SHORING WILL NOT BE USED). DECK SHALL HAVE 150 P5F SUPERIMPOSED LOAD CAPACITY. 2. PROVIDE (4)1/7 DIA EFFECTIVE PUDDLE WELDS PER SHEET TO ALL SUPPORTS PERPENDICULAR TO DECK FLUTES. PROVIDE V7 DIA EFFECTIVE RIDDLE WELDS s 24' 0C TO ALL SUPPORTS PARALLEL TO FLUTES. 3. CONNECT DECK SEAMS WITH BUTTON PUNCHES s 36' CC. 4. DECK MUST STRICTLY MEET CRITERIA LISTED MCLUDMG CC -ES RESEARCH REPORT ALLOWABLE SUPERIMPOSED LOADS. SUBMIT DECK INFORMATION TO ENGINEER PRIOR TO BEGINNING SHOP DRAWINGS. 5. REINFORCE DECK OPENINGS PER 11/S531, UNO DECK OPENINGS MAY NOT BE SHOWN ON PLAN SEE ARCHITECTURAL AND MECHANICAL FOR ADDITIONAL INFORMATION 16 GA b. SEE 8/5531 FOR CONSTRUCTION JOINTS WHERE APPROVED. 10-0' Ir-0' Ir-6' 2" METAL DECK IUITN 21/2" CONCRETE TOPPING 1 NTS U FUDDLE WELD LOCATIONS TYPE • ASC 3W OR VERCO W3 FORMLOK G60 GALV W/ FOLLOWING MN PROPERTIES. F5.38 K51 PANEL WIDTH • 36' 20 GA I.0896 N4 5•+0534/-0564 IN 3 SINGLE SPAN CONDITIONS DOUBLE SPAN CONDITIONS TRPLE SPAN CONDITIONS 18 GA I•L203IN4 5•+0.161/-0.161 IN3 16GA 3' TOPPING 1.15Q3 N4 5•+0.960/-0360 M3 NOTES; L USE GAGE OF DECK PER SPAN TABLE AT LEFT ( SPAN TABLES ASSUME SHORING WILL NOT BE USED). DECK SHALL HAVE 150 PSF SUPERIMPOSED LOAD CAPACITY. 2. PROVIDE (4)1/7 DIA EFFECTIVE PUDDLE WELDS PER SHEET TO ALL SUPPORTS PERPENDICULAR TO DECK FLUTES. PROVIDE 1/7 DIA EFFECTIVE FUDDLE WELDS 9 24' 0C TO ALL SUPPORTS PARALLEL TO FLUTES. 3. CONNECT DECK SEAMS WITH BUTTON PINCHES a 36' OC. 4. DECK MUST STRICTLY MEET CRITERIA LISTED MCLUDMG CC -ES RESEARCH REPORT ALLOWABLE SUPERIMPOSED LOADS. SUBMIT DECK INFORMATION TO ENGINEER PRIOR TO BEGINNING SHOP DRAWINGS. 20 GA 18 GA 16 GA 5. REINFORCE DECK OPENNCsS PER 11/S531, UNO DECK OPENINGS MAY NOT BE SHOWN ON PLAN SEE ARCHITECTURAL AND MECHANICAL FOR ADDITIONAL INFORMATION 9-0' 10-0' Ir-0' 17-0' 17-0' 1Y-C7 14'-0' 6. SEE 8/5531 FOR CONSTRUCTION JOINTS WHERE APPROVED. 3" FLOOR DECK WITH 3" CONCRETE TOPPING 5 NTS SLAB STEP PER PLAN SEE ARCH SLAB PLANS BENT PW2x5x0-8'(LW ) BTWN BM5 W/ 3/4' x 4 V7 STUDS 918' SHEAR CONNECTOR PER PLAN WHERE OCCURS PER DECK NOTES CL 03 x 32 .j SPC PER SCHED BELOW (3/4. CLR FROM TOP OF SLAB) DECK 1 TOPPING PER P N BM PER PLAN ' SPACING SCHEDULE L S 6' OMIT 03 BAR 6'<LSIO' 32'0C 10'<LSIB' 24'OC NOTIFY ENGINEER IF EXCEEDED 04 GONT WHERE 03 HOOKS OCCUR EDGE FORM BY MTL DECK SUPPLIER THICK ENOUGH 5UC4 THAT 5HORNGISNOT REQD SHEAR CONNECTOR PER PLAN WHERE OCCURS PER DECK NOTES CL 32 03 x SPC PER ' SCHED BELOW (3/4' CLR FROM TOP OF SLAB) DECK TOP PER PLAN BM PER PLAN RLViEVV D FOR CODE COMPLIANCE APPROVED NOTIFY ENGINEER IF City of Tukwila BUILDING DIVISION ' SPACING SCHEDULE L<4' OMIT :3BAR 4'0L18' 37OC 8<L117 24' OC 04 CONY WHERE 03 HOOKS OCCUR EDGE FORM BY MTL DECK SUPPLIER THCK ENOUGH SUCH THAT SHORING 15NOT REOD RECEIVED CITY OF 1'UKWILJ APR 01 2019 PERMIT CENTEF roflude architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com Reid ` iddetor 728 134th Street SW Suite 200 Everett, Washington 98204 Ph: 425 741-3800 www.reidmiddleton.com ©Copyright 2019 Reid Middleton, Inc. J d) 0• 00 0 J < a °Zs O az o 0 vJ J Q W 0� I— CO tiTD- 0 1/7 (3) 0) oo U~�Srn- N v I=— o 1=— v ham- IW— LLJ REVISION DATE 1 PERMIT RESPONSE 1/30/2019 dare Onsu ` 'ifCe Design: Drawn: Checked: Project No. TJP / BYM RLC / TJP PNC 262018.024 Issuance PERMIT SET Date: 01/30/2019 Drawing Title TYPICAL STEEL DETAILS Drawing Number :OPYRIGRT O 2018 ROLLUD COMPOSITE SLAB STEP 1 NTS COMPOSITE DECK EDGE PERPENDICULAR 1 NTS COMPOSITE DECK EDGE PARALLEL 2 NTS D/3 DA 140LE5 MAX TYP r RADL)5 CORNERS, TYP NOTES r-0'MN OR 25 x HOLE SIZE L CONTRACTOR SHALL COORDNATE SIZES AND LOCATIONS OF ALL BEAM PENETRATIONS WM 4 MECHANICAL DRAWINGS. ALL PENETRATIONS LARGER THAN 2' DA SHALL BE SHOWN ON SHOP DRAWINGS OR SKETCHES AND SHALL BE SUMMED TO THE CONTRACTING OFFICER FOR APPROVAL FELD CUTTING NOT PERMMTED WITHOUT APPROVAL 2. OPENINGS MAY OCCUR N MIDDLE HALF OF BEAM LENGTH ONLY. 3. NO CUTTING 514ALL OCCUR N TOP OR BOTTOM QUARTER OF BEAM DEPTH 4. ADJACENT OPENNG5 SHALL BE SPACED AT THE LESSER OF r-0' OR 25 x LARGER OPENING SIZE, EDGE TO EDGE 5. MAXMUM SEES OF OPENINGS 514ALL BE D/3 DA OR 0/3 x 2/3 D. b. NOOPENNGS SHALL OCCUR LUITHN I'-0' OF AN ADJACENT BEAM CONNECTOR 1 REQUIRED OPENINGS NOT MEETING ABOVE CRITERIA SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR RENFORCING DESIGN. BEAM PENETRATION DETAIL NTS WP PER PLAN BACKING BAR AS READ PLR CONN PER 10/5532 (PER 9/5532 AT HIGH LOAD CONNS) Irillarfile,mMk 1111Fsa�xe A`0"�= \ �o v� 0 2Z,- 4,, H COPE BM FLANGES AS REQD QV BMS PER PLAN PLAN SKEUUED BEAM TO BEAM CONNECTION NTS V4 r 1/4 CPFLANGES BOLTED CONN PER 10/5532 W.N BM PER PLAN BEAM SPLICE 3/4' • r-0' IsH LOAD BEAM CONN SCHEDULE BEAM SIZE NIRIBER AND SIZE OF A325N-5C BOLTS CONNECTION PLATE THICKNESS WELD SIZE W 418,W0 (4)1/8'DA VT 5/I6' WIZWI4 (6)1/8'DA V2' 5/16' W6 (8)1/8'DA U7 5Ab' LN8,W2I (10)1/8'DA VT 5/16' 1.1.124 (12)1/8'DA VT 5/I6' W21 (14)V8'DIA V2' 5/I6' W30 (I6)V8'DIA V2' 5/I6' NOTES L - ♦ ON PLAN; INDICATES HIGH LOAD CONNECTION 11 YE SHOWN ON SCHEDULE 2. PROVIDE MN111 OF CLASS A FAYNG SURFACE ON PLATE AND BEAM WEB FOR INSTALLATION OF SLP CRMICAL BOLTS. 3. HIGH LOAD CONNECTION REQUIRED ONLY WHERE SPECPIGALLY NOTED ON PLAN OR DETAILS. 4. SEE 3/5532 AT SKEWED BEAM TO BEAM CONNECTIONS. FACE OF SUPPORTING MEMBER GAP MAX 13/4', TYP 31TYP PL PER SCHED (GR 50) SEE SCHED SUP CRITICAL BOLTS PER 5C14ED B' N STD ROUND 140LE5 rMAX COPE FLG WHERE REQD BEAM TO COLUMN BEAM TO BEAM NIGH LOAD CONNECTION 1/8" BOLT NTS STANDARD BOLTED SEAM CONN SCHEDULE BEAM SIZE NUMBER AND SIZE OF A325N BOLTS CONNECTION PLATE THICKNESS WELD SIZE W 1118,WI0 (2)1/8'DA 3/8' 1/4' W12,W4 (3)V8'DA 3/8' V4' LUG (4)1/8'DA 3/8' V4' WE, MI (5)10DA 3/8' V4' W24 (6)1/8'DIA 3/8' 1/4' W21 (1)1/8'DA 3/8' V4' W30 (8)1J8'DA 3/8' 1/4' NOTES• L <X> ON PLAN NC/DATES NUMBER OF BOLTS N CONNECTION F DIFFERENT FROM SCHEDULE 'A'. 2. SEE 3/S532 AT SKEWED BEAM TO BEAM CONNECTIONS. FACE OF SUPPORTING MEMBER GAP MAX 3/4' TYP CONN PL AND BOLTS PER SCHEDULE 'A', TYP STD ROUND HOLES N PL EXCEPT AS NOTED BEAM TO COLUMN SEE SCHED rMAX COPE FLG WHERE REQD BEAM TO BEAM TYPICAL BEAM CONNECTION 1/8" BOLT NTS LAY OJT DECK TO PROVIDE 3' MN CONTACT BETWEEN LOW FLUME AND FLG OR CUT DECK HIGH FLUTE AND INSTALL FILLER PLATES AS REQD BTWN ADJACENT LOW FLUTES DECK 4 TOPPING PER PLAN x6'-0'elT (CENTERED ON BM) SHEAR CONNECTORS PER PLAN 415/5532 o� u� O (3)r4aI2'CONT PER PLAN *4x61-0'e1T (CENTERED ONE ) '- rY u 0- (3) 04 LONGM CONT (CENTERED N LOW FLUTES) BM PER PLAN PECK PERPENDICULAR TO BEAM PECK PARALLEL TO BEAM ADDITIONAL REINFORCING AT EXPOSED SLABS 12 NTS MTL DECK 141+1 VT, UNo 8' MAX ;' MAX (X)STUDS EST SPACED SEE PLAN FOR NUMBER OF STUDS 3/4' DA HEADED STUDS, TIP (X) • TOTAL NUMBER OF STUDS PER PLAN TYPICAL BEAM NOTES• L CENTER CONNECTORS OVER BEAMS AND GIRDERS, TYPICAL 2. WHERE DECK FLUTES ARE PERPENDICULAR TO BEAMS, USE (2 /STUDS PER FLUTE e 3' OC WHERE NUMBER OF STUDS EXCEEDS NUMBER OF FLUTES. 3. MINIMUM SPACING OF STUDS (6 x Dl4) • 4 V2' 4. HEAD OF STUDS SHALL BE I V4' DA x 3/8' THICK 8 SEE GENERAL STRUCTURAL NOTES FOR STUD REQUIREMENTS. COMPOSITE HEADED STUDS NTS IVY TYP zr� NOTES EMBED PLV2x6xNOMNAL BM DEPTH FOR W84WOLW(8)STUDS EMBED PLV2x9xN0111NAL BM DEPTH FOR W8 4 W21 W/(8)STUDS L ALL STUDS SHALL BE 3/4' DA x 6' HEADED STUDS UN0.5EE GENERAL STRUCTURAL NOTES FOR REQUREMENTS. 2. HORIZONTAL -DISTANCE FROM EDGE OF CONCRETE TO CENTER OF NEAREST STUD SHALL BE b' MNhIIA'l 3. PLACE EMBED PLATE N WALL SUCH THAT ATTACHED PLATE WILL. BE HORIZONTALLY AND VERT1CALLT CENTERED, UNO, EMBED FL&2x6xNOMNAL BM DEPTI4 FOR WIZ 1114 411116 W/ (6) STUDS PL SIZE t BOLTING PER I0/5532,UNO EMBED PLI/2x9xNOMNAL BM DEPTH FOR UJ24 W/ (12) STUDS PER10/5532 BM PER PLAN STD HORS SHORT SLOTTED HOLES N PL FACE OF CONC WALL MAX EMBED PL UNO 3116 3 BENT PLV4x"j CONT BM PER PLAN PECK ABOVE TOP FLANGE L3x3x V4 CONT BM DECK BETWEEN FLANGE OFFSET BENT PL4 WELD TO BM FLG WHERE VERT LEG IS 4' OR LESS 1 3/16 / 242 RLViEV D FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION BM PER PLAN BENT PLI/4x CONT 4 rcfluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com Reid iddleton 728 1341h Street SW • Suite 200 Everett, Washington 98204 Ph: 425 741-3800 www.reidmiddleton.com ©Copyright 2019 Reid Middleton, Inc. o z Up0_ U) CD J JlQO O oz O �0 0 W < JZ Q ce W 0� 0 (D L. O cc)D 7 (0 :2 -I-o Fcr REVISION DATE 1 PERMIT RESPONSE 1/30/2019 < rrl PProwd la c;t ,tial-Sym;�lianue wnsuitants Da Design: Drawn: Checked: Project No. TJP / BYM RLC / TJP PNC 262018.024 Issuance PERMIT SET Date: 01/30/2019 Drawing Title TYPICAL STEEL DETAILS RECF.lr/Fn CITY OF TUISMA Number DECK BELOW BOTTOM FLANGE APR 01 2019 PERMIT ENTER 9 EMBED PLATE CONNECTION TO CONC WALL NTS PLATE TO STEEL BEAM CONNECTION DETAIL NTS e 1 PL3/8 EA SIDE ILI/ (2) 5/8' A301 IHRU BOLT NLONG-SLUIIWHOLES TYPICAL CONDITION 3/16 3/16 PL3/8 x H55 BM WDTH W/ (2) 3/4' DA A301 BOLTS NQIE BM PER PLAN 145S GUIDERAL SUPPORT COL PER PLAN STEEL COL PER PLAN (WF COL UIHERE OCCURS) CAP PLV4 AT TOP OF COL MEMBER ES WHERE OCCURS ALT CONN F OVERSIZED BOLT HOLES ARE USED OR IF BOLTS CONFLICT W/WINDOW PLACEIENT 1 OFFSET BOLTS VERTICALLY AS R82)RED WHERE HSS OCCURS ON TWO ADJACENT SIDES OF COLUMN OR WHERE BEAM CONNECTION PER 14/5532 OCCURS ON OPPOSITE SIDE FIGS TO NSS CONNECTION 3/4• • P-0- 1/4 BASE PL3/8x4x(-0' H58 GUIDERAL SUPPORT COL PER PLAN BEAM PER PLAN STEEL COL PER PLAN V4 EM PER PLAN 1/4 51DE5 3-50E5 5 L6x5x3/8xr-0' (LLV) W/ (2) 5/8' DIA A301BOLTS e 6' IN 3/4' x 7 VERTICAL SLOTS ELEVATOR GUIDERAIL POST CONN r-0',UNO 31/2' 13/4' NTS BOLTED CONN PER10/5532 STIFF PL 4 CONN PER18/5533 SEAM BEARING ON COLUM CONNECTION 7 r•r-o• PLAN VIEW 0 0� AT I-IIC4 LOAD CONNECTIONS STIFF PL TO COL EAR TAB TO TOP 4 SOT STIFF L PER 9/5532 FACE OFSUPPORTNG MEMBER PER 9/5532 8M PER PLAN PL 588 4 BOLTING PER 9/5532 AT HIGH LOAD CONNECTONS IUHERE NDICATED ON PLAN OR DETAILS PER 9/5532 LSTRUT TO JOIST 3/16 L4x4xV4 STRUT PERP BM PER PLAN AT STEEL BAR JOISTS PLAN VIEW AT STANDARD CONNECTIONS IUIDE FLANGE BEAM TO UUIDE FLANGE COLUMN (IUEB ) 3/4'•1'-CY TO COL CLCOL •CLISM UNO EAR TAB TO TOP 4BOTSIFF LPER 10/5532 FACE OF SUPPORTING MEMBER PER 10/5532 PL SIZE 4 BOLTNG PER10/5532 8M PER PLAN (BOTH SIDES WHERE OCCURS) 10/5532 5TFF PL3/4 (GR50) T48 L4x4x1/4 STRUT PERP TO ROOF SLOPE ROOF DECK PER PLAN, UELD TO L STRUT PER DECK NOTES CONN PER 15/5534 AT UP JOISTS CAP PL I/2 AT TOP OF COLS UNO of 0 BM PER PLAN BOTH 5DE5 WHERE OCCURS COL CONTINUES WHERE OCCURS CONN PER 10/5532 AT INCOMING BEAM PER PLAN (PER 9/5532 AT HIGH LOAD CONN WHERE OCCURS) STEEL COL PER PLAN W/ CAP PL 1/4 (PER BRACED FRAME ELEVATION WHERE OCCURS) COLUMN BRACING DETAIL 3/4" • 1'-O' STL COL PER PLAN ISM PER PLAN PL SIZE 4 BOLTING PER 10/5532 (PER 9/5532 AT HIGH LOAD CONNECTIONS IUHERE INDICATED ON PLAN OR DETALS ) PER 10/5532 (PER 9/5532 AT HIGH LOAD CONNECTIONS) LUF BEAM TO LUF COLUMN (FLANGE) 3/4'. STL COL PER PLAN STL COL PER PLAN CLBM*COL AT CONTRACTOR'S OPTION PROVIDE NTERNAL SLEEVE 4 ERECTION BOLTS (V4 PLI (U4) NOTES. l LOCATE COLUMN SPLICES AT MID -HEIGHT BETWEEN FLOORS. 2. USE 6/5533 FOR BRACED FRAME COLUMN SPLICES. BEAM PER PLAN TIP STIFF PL AT SIDES WHERE NO NCOMNG BM OCCURS V4 SECTION BM PER PLAN WHERE OCCURS STIFF PL3/8 E5 (UJ/ BOLTS PER 10/5532 WHERE EMS OCCUR) N55 COLUMN SPLICE 1 1 IV7•r-0' V4 SECTION 1 AT INCOMING SEAMS WITH STANDARD CONNECTIONS BEAM PER PLAN 3/16 TTP STIFF PLAT SIDES 1IHERE NO NCO ING BM OCCURS SECTION 2 AT INCOMING': 13EAM5 WtM HIGH LOAD CONNECTIONS CONN PER 10/5532 EXCEPT ISCTEND DOWN AS SHOWN NCOMINGBM PER PLAN PL INK 4 BOLTING PER 9/5532 EXCEPT EXTEND DOWN AS SHOWN PER 9/5532 CLBM4COL STEEL COL PER PLAN BEARNG PLV2 W/ (4) 3/4' DA BOLTS AT BM GAGE 8M PER PLAN COLUMNS BEARING ON BEAM 12 3/4'•I'-0' STIFF PLI/4x3 E5 (2) BOLTS AT eel GAGE (5/8' DAMN) PER 9/5532 AT NCOMNG HIGH LOAD CONN STFF PL3/8x3 ES (CONN PER IO/5532 AT INCOMING 8MS (PER 9/5532 AT HIGH LOAD CONN), EXCEPT EXTEND CONN TO T48 FLANGE A5 SHOWN) V4 WHERE BEAM STOPS LI/2 STL COL PER PLAN CONN PER 12/5533 WIPER PLAN CONN PER 18/5533 STL COL PER PLAN; TYP STEEL COLUMN TO BEAM CONNECTION 3/4' • r-O' t (4) BOLTS AT BM GAGE (5/8' DAMN) V4 WHERE BEAM CONTINUOUS BEAM BEARING ON COLUM CONNECTION 1 NTS 8' MAX SHEAR PL PERS/5532 P1-I1/2(GR50), EXTEND ABOVE BELOW SHEAR PL PLAN VIEW NOE STL COL PER PLAN OR BF EL KERF PL CONN PER SECT (PER 8F CONN DETAL WHERE OCCURS) PER 9/5532 l TH S PLAN YEW ONLY APPLIES UIHERE HIGH LOAD CONNECTION OCCURS ON ALL (4) SIDES OF COLUMN OR WHERE HIGH LOAD CONNECTION OCCURS ON OPPOSITE SIDES OF COLUMN, 8UT CANNOT BE KERFED WE TO PERPENDICULAR KERF PLATE CONNECTION. STRUT BM PER PLAN E5 (BEAM SIZE VARES) O 0 O 0 O 0 O 0 KERF PL SEE 4 BOLTING PER HIGH LOAD CONN 5CHED OF 9/5532 O 0 O 0 O 0 STL COL PER PLAN WHERE HIGH LOAD CONNECTION OCCUR ON OPPOSITE SIDES OF A I-15S OR PIPE COLUMN <PER 9/5532 PLI/2 AT HIGH LOAD CONNECTIONS (NOT REQUIRED WERE H55 NOMNAL WALL THK EXCEEDS U2') PER 9/5532 CAP PL V4 AT TOP OF COL,UNO HIGH LOAD CONN PER 9/5532 WHERE INDICATED ON PLAN OR DETAILS ( SEE DETAIL AT LEFT WHERE HIGH LOAD CONNS OCCUR ON OPP SIDES OF COL) O 0 O 0 O 0 O 0 PL PER PLAN VEW PLAN VIEW 0 0 0 TYPICAL CONN PER 10/5532 WHERE OCCURS „PER 10/5532 („‘AT STD CONN5 PL SIZE 4 BOLTING PER 10/5532 (CONN SIM TO 3/5532 WHERE SKEWED BEAM OCCURS) rBM PER PLAN REVIEWED FOR C Ut COMPLIANCE APPROVED skPag52019 PER PLAN City of Tukwila BUILDING DIVISION RECE�`!ER, CITY OF -I OK%ILA f; R 01 2019 PERMIT CENTER SEAM TO 1-155 COLUMN CONNECTIONS NTS Lim roUUuda t.rchitects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com Reid iddleton 728 134th Street SW • Suite 200 Everett, Washington 98204 Ph: 425 741-3800 www.reidmiddleton.com ©Copyright 2019 Reid Middleton, Inc. .I U) O 000_ „) VJ o J Q _Jo06 o oz O �0 W <C <JZ < Q W Oo O i-U)2 Data 1— U 1- - w W� Oac(.° O — rn O CO Q) =< =1< 71. gig NYw H0 H H o <O Q of 0 Om) 0?0 0 � 0)m co ca (0 Y CV CV F- DATE 1/30/2019 nriaf Compliance HC Consult a1 its Design: TJP / BYM Drawn: RLC / TJP Checked: PNC Project No. 262018.024 Issuance PERMIT SET Date: 01/30/2019 Drawing Title TYPICAL STEEL DETAILS Drawing Number .33 11 0 rolluda architects 1/7 RADI15 TYP SECTION NOTE NO WELDING TO SUPPORTING BM FLANGE HOLE FOR FLANGE PL N WEB UVV4'CLEARANCE ON ALL SIDES IBM 4 SUPPORTING SM DEPTHS VARY SECTION SIZE PER SCHED W/rRETURN CONN PER 10/5532 SUPPORTNG BM PER PLAN BM PER PLAN 4 SCHED SIZE PER SCHED IBM E SUPPORTING SM SAME DEPTH BM PER PLAN 8UPPORTNG BM PER PLAN PLI/2x3Y2x0-TW/ (2)3/4'D14BOLTS 03' 5n6 AT U.I1O 4 SHALLOWER SEAMS BOLTED CONN PER IO/5532 (NUMBER OF BOLTS PER PLAN WHERE NDICATED) PER10/5532 RLViEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION SEAM TO BEAM AT DIFFERING ELEVATION 1 C I'-O 3/4'• NOTE NO WELDNG TO SUPPORTING BM FLANGE FLANGE PL PER SCHED,TYE' MOMENT CONN SCHEDULE BM SUE FLANGE PL (GR 50) L' WELD SIZE TOP BOTTOM W8,11110 3/8'x3' 3/8'x5' 6' 5/16' 11112 1/7x3' 1/7x5' 6' 5/16' WI2x40 V7 x 6' V7 x 9' 10' 5/16' 11.14 3/4'x4' 5/8'x6' 8' 5/16' 11116 5/8' x 4' 5/8' x T 8' 5/16' 11118 5/8' x 5' 5/8' x T 10' 5/16' W21 5/8'x6' 5/8'x8' 17 5/16' architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 728 134th Street SW • Suite 200 Everett, Washington 98204 Ph: 425 741-3800 www.reidmiddleton.com ©Copyright 2019 Reid Middleton, Inc. J (I) z 5 0 = I= CO a 0 J < J a °6 OaZ OHO COw `t QNNZ < L.1 w 0a vJ G �g grg r � 2. Y Ul f 33 u5 § N 04 7 c c cFo Hup cF 1W-U.. REVISION DATE 1 PERMIT RESPONSE 1/30/2019 y L�,t rrfi] Gt►1ianc �9 e Date Design: TJP / BYM Drawn: RLC / TJP Checked: PNC Project No. 262018.024 Issuance PERMIT SET Date: 01/30/2019 Drawing Title TYPICAL STEEL DETAILS RECEIVED CITY OF TUKWILA Drawing Number APR 01 2019 PERMIT CENTER )PYRIOHT 02018 ROLLUD L FOR ADDITIONAL INFORMATION NOT SHOWN SEE SAME DEPTH CONOMONS. BEAM TO BEAM MOMENT CONNECTION 3/4' 0 I'-O MTL STUD FIN WALL FRIG PER ARCH , i I6GAFLe24'0CW/(4)012 SCREWS TO EA 6' STUD AND (2) 02SCREWSTOEA33/8'STUD STOREFRONT PER ARCH STOREFRONT CONN PER STOREFRONT MFR SMPER PLAN STAIR STRINGER 4RAILMGPER STAIR MFR I:kin Ni , , VERTICLI'SL5800 W/ (3) N2 $MGLE OR WALL ELEV CONT SENT 3/16 SCREWS DULT-UP 4 53.11 PLV4 \ 3-16 (WALLPECRPLAN DECK 4TOPPING (E)CONCWALL roil architecture 105 p. 206.624.4222 mail@roUudaarchitects.com architects planning Interior S. Main St. Seattle, T. 206.624.4226 design WA 98104 PER PLAN DECK 4TOPPING DECK 4TOP PER PLAN i® VERTICLIP 61.5362 5Y THE STEEL NETWORK W/ (2) 0I2 SCREWS TO EA ST11D4[3)014D14 DECK4TOP PER PLAN PER PLAN PER PLAN SHEAR STUD MIIIIME e12'OG mil88Mt '� _ I,JAMS Fp DRPS L4x4x1/2xCONT 3/4' Dl4 EXP ANC4e12'OCWI - REO E SIDE ATL CLE'S REQ EA S@Ear �, � SM PER PLAN STUDS r $ Q�^ � Re d �dd'e on Reid 728 134th Street SW Suite 200 Everett, Washington 98204 www425 edmddleionOOCom ©Copyright 2019 Reid Middleton, Inc. L 4 ANCI4 PER 4/6535 (ANCH NOT SHOWN 5�10/gS,�FOR � TRACK4CONNTOSM CTR TRACK ON STUD SMPERPLAN 3. FOR CLARITY) 346 NSS STOREFRONT CONNECTION / 3-16 IV7 ' CONN PER 10/5532 VERTICLI'SL60o5YTHE STEEL NEfIUORKW/(3)�112 SCREWS TO EA STUD, CONN TO 6i CONN PER BM PER PLAN 3V4'EMSED WALKWAY DECK SUPPORT AT BUILDING A PLV2x o a o 1 o _ W/(4)3/4'DWEXP DOLTS W/3V4'EMBED DOT FLG OF DM W/ (2)0)4' DIA � DRIVE PINS B' SOOG NOTES L SEE 20/$535 FOR CALL -OUTS M COMMON. NOTES- I. 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COL PER PLAN WEST FIN CONN PER IO/5532 CONN PER 6/8533 UJALL FRAMING 6 ROOF 1 2 Re n71Yi t1 ^� R v..� O UJJ�>icltttiai'�•onpJtance Jc, �'Oii�s(iJ�itYtS EA END 346 2 DM PER PLAN OR BF ELEVATION NOTE L FOR CALL -OUTS IN COMMON SEE 20/85 FOR�!J CODE COMPLIANCE APPROVED APR 25 2019 CityOf Tukwila BUILDING DIVISION Dat Design: TJP / BYM Drawn: RLC /TJP Checked: PNC Project No. 262018.024 DECK EDGE AT 3/4• =1'-0' 3/4' = T-o /P 13/63.03 CONTDENT PLV4x _SLAB W/ V7 DIA x ID D5A MATCH e18"OG GRID -t- Issuance PERMIT SET Date: 01/30/2019 SLANTED COL PER PLAN END CONDITION ONDP 4 ANCH DI TO E I/ 5P 4 ANCH TYPICAL 13/55.03,BUTW/(2)ANCH ® PER V4 \ SCi TO coNDrrIONON BMUIHEREOCCURS PLAN PER PLAN DECK 3/16 V 2-12 DECK PERPLA�G 2U7 (ORENTATIONYARES) MM _ THE STEEL NETWORK / t3)r@SCREWS TO EA DRIVE PINSTO DENT PL. Drawing Title STEEL FRAMING DETAILS =x- CLIPS REQ 13/S303.EXTEND5PAS REGOANCI4 ,/ERTALIG ANCH - V4 - X 8 8 8, JAMSSND�SIDEAT o; of ' V2 '� OF FM WALL EDGE _ PER ARCH I EXTERIOR WALL STUDS CITY I,1a, IT Drawing Number Y OF UK;' ILA APR 01 2019 FRRMJTCEIyTER CONNPER I0/5532 BM PER PLAN OR 5FELEVATIONS METAL STUDS TO DECK 4' EDGE ERARCH CONNECTION PER LEVEL BELOW 20 BM CAL PLAN PER �- (1/4) -- - y - - - % CONN PER 10/5532 GONNPERbl5533 COL PER PLAN (V4) WEST FIN WALL FRAMING 7 3/4" .. 11-011 3/4• = T-0" evitpeoleciswez4-S 020I8ROLLUDA AR BOLTWH 5/DECK El. PER PLAN , , REQDPER GS 8 PER DETAILS '4 2 JST EXTENSION WHERE UNPORMLOADS ONPLAN UNO JOIST SOCCURSEAT DESKxDEPTHNED FOR PER DETAILS MTLDECK PER PLAN (ORENTATIONYARIES) PER DECK rofluda architecture 105 architects tin interior planning S. Main St. Seattle, WA design 98104 NOTES p. 206.624.4222 f. 206.624.4226 4111 mail@rolludaarchitects.com 7,,- El. PERPLAN� 5 BENT PLV4x 5 STUN JOISTS, HOLD 6' CLR OF JOIST CL AT JST SEAT SHALL DESKsNED SUCH THAT LET REACTION LS ON BM CL EACH END COORD JOIST LOCATIONS W/ JOIST MFR COORD HT OF FILLER PL W/ JST SEAT 14T5IIIL Reid kt ANGLE PER 10/5536 5TLBMPER PLAN 3A6 2-12 728 1341 sddleton Street SW Suite 200 K-SERESJS PER PLAN j: JOISTS NOSE: BM PER PLAN Everett, W shington 98204 Ph: 425 41-3800 www.reidmiddleton.com L BENT PL FILLER REGNIrtED FOR BMS DENOTED'SFRS' BRACED FRAME BMS, AND PERIMETER SUPPORT. BENT PL FLLER ALSO REQUIRED OR 'STRUT' (ON PLAN), ROOF 13515 THAT ARE SET DOWN FOR JOIST WHERE DECK ORENTATION CHANGES. ©Copyrig t 2019 Reid Middleton, Inc. L INSTALL BENT PLATE BETWEEN JOISTS PER 5/5536. JOIST TO SEAM (ONE SIDE ONLY)4 FILLER PLATE SETIUEEN JOISTS5 �01,1AN cRo NTS NTS ,�y w o4 wasq� ��' B/ DECK EL PER PLAN GRID IT V8 / 2 MN �� GRID B! DECK EL PER PLAN ,. CAP PLV2 . B/ DECK EL PER PLAN m� 4 `r 1;'''',"��w2� �cc °Or 37358 BOLTING PER GENERAL GRID v _.0. ' sstp a�0- • S, r'� STRUCTURAL NOTES JEST ORD W/ 1 4'SEAT ATGRID NADDITION 31I6 I EA FLG CAPPLV2 V4 V 1465 BEAM PER PLAN BEYOND BEAM PER PLAN OR BF u o ii ""' ��' jl n i --- 1455 PER PLAN I ' i -- _�"`�•� 1 TO BOLTS V8 1 u� _--• '�' JET PER PLANvlift -� ..--* SOLING PER GSN raW CAP PLV2x1x0-'3VT j / 3/16 ° FACEPLV2x12x1'-O• 6' V4 V \ ° REMOVE PL t CUT BACK JST O L H O O_ ELEVATION CONNPER20/5533 (PER BF ELEVATION i ( i V4 V TYP CONN FOR STABLITER PL PER I 111T5xIx0-4W AFTER DECKING t !BRIDGING G ISINSTALLED WHERE READ TO STAY WT(HN ARCH —Z 1— U 10/5536 �i STEEL COL PER PLAN I STABL1 ERPLV2xbx0-T W/ 13/16• DIA HOLE OLE FOR FINISHES STL COL PER PLAN L Q I- (n WHERE OCCURS) STEEL COL PER PLAN i ( NGOM1NGBMPER 20/S533 NOTE FOR CALL -OUTS IN COMMON SEE 20/S536 6 V I GUYING CABLE W< Q J 'mil w .I 0 mu OR BF ELEVATION NOTE FOR CALL -GUTS N COMMON SEE 20/5536 14SS TO STEEL COLUMN CONNECTION • K JOISTS TO STEEL COLUMN CONNECTION +♦ V4 K JOISTS TO LUF COLUMN CONNECTION 1 0 Q 0 2 0 p- NTS NTS I 2 H V E NTS U� 5cD JLY�� . Z UT MAX B/DECK EL PER PLAN w rn 0 co rn 2 m 8 �,a LL a' i Q V i a o N 5'ATCLBM W to v 6- °� m 0 g g7-go-Y Vg O T O (iJ �'S �jlA w y NYZ `.Gv4..Y_i PLAN VIEW (n 2 co D 3 co W v F- o F- v I- I- LL JST SEAT PER 4/S536 PLAN VIEW R ATE PER 4I5536ATGLBM 2U2'BRCS PERM T RESPONSE V30 2019 MN. TYP Reviewed ancH__ JOIST PER PLAN BEAM PER PLAN I..yPij-([ ilcitice col- ., i' JST PER PLAN Date__ WHERE K—JOISTS ALIGN BOTH ems WHERE JOISTS ARE OFFSET JOIST OFFSET SUPPORT DETAIL 1 A K-JOISTS SUPPORT DETAIL 1 Design: TJP / BYM RLC /TJP NTS NTS Drawn: Checked: PNC EOT/DECK EL PER PLAN GRID PLAN DECK Project No. 262018.024 VS 1MN B/ELPERPLAN ^ _ __ Is�� wr_rwLa FOR JST ERG SEAT SHALL BE SUCH THATREACTION PONT BONCDLBM JSTMFRTODESIGN JOIST FOR IAKIP BRACEFORCE (ASD)/ GRID 4'SEATATGRID � � MTLDECK PER P�N U y Sa COMPLIANCE APPROVED APR 2 5 2019 Issuance PERMIT SET JST MFR TO DESIGN JOIST FOR LOKIP BRACE FORCE (ASD)�^ /► ►'� L2x2x3/16EAJOIST `�� 3116 Cityof Tukwila � ILDING DIVISION Date: 01/30/2019 j1- `� .a v� —1� CONTBENT PLV4x SPLICE ONJOIST t BUTT WELD PERT Drawing Title NSTALLADDLUJEB iiii ./ -T- u /re .Z111 LEG ROOF FRAMING BEREQD�E -� I 1 I�►rr�-ram`-� 04 " V8I2MIN /_ \�' •�� Q ta -a v `� nQ R-TYPE EXTENSION BY JST MFR, JST MFR TO DESIGN EXTENSION FOR UNIFORM LOADS ONPLAN t180PLF NET WIND UPLIFT (ASD), UNO DETAILS REG1�1 EC9 CITY1OF ECEIiihlVli.A JST PER PLAN B 8 8 Drawing Number AN 01 ZUi9 NOTES- L FOR CALL -OUTS N COMMON SEE 2. INSTALL FILLER PLATE PER 5/5536 K-JOIST TO SEAM CONNECTION 20/5536. BETWEEN JOISTS UPSLOPE k BM PER PLAN METAL STUDS PER DETAILS OF LEVEL BEOW W/ 1g GA TRACK PERPLAN VERTICLIPSLS600-12BYTHESTEEL NETWORK W/ (3) PI2 SCREWS TO EA STUD 4 (2) 0.14 DW DRIVE PINS TO BOT FLANGE OF STEEL BM (VERTICLF'' SL5 600-12 EA SIDE OF 1 JLTI STUD POSTS WHERE OCCURS) PERMIT CENTER NQIE, 1 INSTALL FILLER PLATE PER 5/S536 BETWEEN JOISTS. K-JOIST TO SEAM CONNECTION DOUINSLOPE NTS NTS r CAP PL PER 20/5533 \ roflu architecture 105 p. 206.624.4222 a architects planning interior S. Main St. Seattle, f. 206.624.4226 design WA 98104 DECK PER PLAN ,--\ CONNPERI0/8532 GRID V4 WHERE BM EBlALI0N$.TRNGATE HORSLEC HALF OF I OCCURS BOTH U Off LNTTOBEAR JOISTT0PCIr0 SUPER9•POSEDLOAD PER PLAN (600r TL UNO) L8x4x V2 x I'-0' (14.V) WHERE SUPERMPO$EDLOAD>I,000LB$ (L6x4xV2xP-0(LLV)U&IEREmail@rolludaarchitects.com SUPER9"PO$EDLOAD<I,000LBS) PER BM PER PLAN WISP18 irow P" N 8aI1 1 K SENTPLV4x 4 x0-4'ON AT COL (3n6)�� Reid 1iddleton 728 134th Street SW Suite 200 Everett, Washington 98204 Ph: 425 741-3800 www.reidmiddleton.com ()Copyright 2019 Reid Middleton, Inc. Al 1 1.1111111 BM BOTH SIDES 13M PER PLANuNER --, I 3/16. MTL$TUDWALLE�$ COL PER PLAN NOTES L SEE 5/5531 FOR CALL -OUTS N COMMON. DECK SUPPORT PER AT HIGH ROOF JOIST PER PLAN W/ ADDL WEB MEMBER A5 REDD BY JSTMFRATSUPERI1POSED 3116 2' CLR MAX I LOAD LOCATION BEAM TO STEEL JOIST �P�1lANC�;,, v of wASk 0�'_`. t 1 �4' �40� � tiT/ o s , - / F v/ ,t N r a °� ��o sisss 0�4,�rRa�, e,6ot� s/ONAL e "2'5' icj 3/4'41'-O NTS BLDG HIxH ROOF DECK PER PLAN cot B 8 8 VERTICLP SL362 BY THE STEEL NETWORK W/ (2).12 GRID ROOF PER PLAN PER PLANK L3x3xU4x0 4' EA SIDE 1 \ 3/16I SCREWS TO EA STUD, CONN TO 3/16 1 3116I BENT PLPER 20/5536 CAP PL3lI6' — — 145PER PLAN i BOTOFDECK W/(2)0.14'DIA MTL STUD FIN WALL FRMG PER ARCH DRIVE PNB O 8' OC O CO I- f 1 O O •J = {_,_ N I LI' 0 Q �/� v! 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(2) OFPINS FLANGE (VERTICLP EA SIDE OF POSTS WHERE EAVE/ 0.14 S SL5600-12 MULTI DIA -STUD OCCURS) BM IUALKUUAY EXTERIOR LULL AT ROOF ! 3/4 =1'-0' 3/4' Q 1'-O STOREFRONT STOREFRONT PER DECK PER ARCH CONN STOREFRONT MFR PER PLAN ROOF DECK PER PLAN HSS PER PLAN CONNPERIO/S53i COL PER PLAN HS$3x3xV4 PLV2 KGB JOIST PER PLAN BM CERF/881C COL PER PER PLAN WI BM CONK $I5532 EL PER® DATE 1 PERMIT 1 PERMIT RESPONSE 1130/2019 NOTP 1 $EE20/S531FOR BM WHERE CONN BM CALL-OUTS STOREFRONT PER PLAN OCCURS W/ PER 10/B532 PER PLAN NCOMMON. SUPPORT PLAN FOR Yb Ct Oy ` LI��`' j�+�J ' ', ' V4 > 4 ODE C 'MPUANCE E/y �D ,... lti%+a/ °�• ft}Sttl# nCC APPIOVER APR 25 2019 City of Tukwila BUILDING DIVISION Ddte Design: TJP / BYM Drawn: RLC/TJP Checked: PNC Project No. 262018.024 IUALKIUAY ROOF STRUT 3/4'=1-0 3/4"41LO' GRID pER 3 5/8' STUDS PER 20/$5.11 GRID EL PER ARCH 13ENTPLU4x 5 _ CONT I. CONT ISGATRACK W/ p8 SCREW ES Issuance PERMIT SET Date: 01 /30/2019 ARC PER DECK CONT PLV8x1 W/►10 SCREWS 812' OC TO EA FLUTE NOTES I ROOF DECK PER PLAN ROOF DECK 3/16 r 312 PER PLAN (ORENTATION VARES PER PLAN) Uri ' 888 VERTCLP SLB600 BY THE STEEL NETWORKW/(3)412 SCREWS (BY MFR/TOSTUD +I (3) 0.14' DIA DRIVE REDDESATJAMBD$ Drawing Title ROOF FRAMING DETAILS ai=a M i m EL PER PLAN _ 111. _ BM PER PLAN OR BF EL ROOF FRAMING CONNPERIO/5532 AT GRID 52 �� BM PER PLAN WHERE OCCURS W/ i''''''''''•—• STUDS PER DETAIL AT LEV BELOW RECEITN EflDraWln g Number r:�ti ILA 2019 CONN PER 10/6532 CITY i U ERCF PER ARCH BM PER PLAN OR BF EL / APRM01 CEN PARAPET FRAMING DETAIL /4 = P-O 3/4.. 3/4' =1' O OFYRIGH 6,2018 R STEEL COL PER P LAN PER DECK\ NOTES/ 5/16 (E) CONC WALL BENT PL V4 x 0 4' EA SIDE W/ 5/8' DAA HD CONC SCREW, EMBED 5 V7 1455 POST PER PLAN W/ CAP PL V4 CONT L3x2xV4 (LLW 3/16 UJF U)P COORD W/ ARC 2' MN V4 PLV2W/3' RAMIS,11'P �3 CLEV1S 4 rPNATEE 145S PER PLAN 3/16 PL V4x3X0-5' ES W/3/I6' FILLET TO WEB OF CHANNEL (E) ROOF DECK FLAT HSS PER PLAN W/ CAP PL V4 SOFFIT PER ARCH 3/Ib CONN L4x4 AT EA END W/ PL I/4x4x0-4' W/ 5/8' DAA BOLT 3/I6 ENTRY VESTIBULE FRAMING DETAIL (E) ROOF DECK SOFFIT PER ARCH FLAT HSS PER PLAN BEYOND 3(I6 > 3/4'•I'-O' Lbx4x3/8 (LLV) W/ 5/8' D1A A301 BOLT CENTERED IN 13/16' x 3' VERTICALLY 5OLOTTEP 140LE 1► 3/16 V (E) CANOPY BEAM (3/16) PL V4x4x0-4' W/ 5/8' D1A BOLT IN VERTICALLY LS14 145S POST PER PLAN W/ CAP Ft V4 FLAT H85 PER PLAN W/ CAP PL V4 ENTRY VESTIBULE FRAMING DETAIL 11 3/4' • r-0' FLAT N55 PER PLAN CONT L4x4x3/8 4 W/ 5/8' DIA ERECTION BOLT N VERTICALLY SLOTTED 140LE FOR ADJUSTABILITY 2 I SOFFIT PER ARCH CONN PER STOREFRONT MFFS PROVIDE FOR 3/4' DEFLECTION ALLOWANCE L4x3xV4(W4), STOP 1/2' CLEAR OF 1485 EA SIDE CHANNEL PER PLAN BUILDING A CANOPY sr 3/4' • 1'-O' ( E ) CANOPY BEAM (NO BEAM AT 5M) 3/I6I L3 V2x3 V2x3/8 HANGER ALIGNED W/ EA (E) CANOPY BEAM (e3'-0'OCATSP4 3/1 STOREFRONT PER ARCH ENTRY VESTIBULE FRAMING DETAIL 3/4' • 1'-0' (E)STUD WALL BM (E)STEEL SEAM CONT L4x3x 16 GA W/ (2)•10SCREWS EASTUD PER DECK NOTES ROOF DECK PER PLAN CONTNUOUS OVER BM 1 E) CLAY TILE WALL GROUT 130T OF CLAY TILE WALL SOLID CHANNEL PER PLAN 3/4' D14 THRU RODS e170CNCORE- DRLLED HOLES CONT COVER PL 3/4' (E)CONCWALL DECK NOTES ROOF DECK PER PLAN BEAM PER PLAN WHERE OCCURS CHANNEL PER PLAN CHANNEL RESUPPORT ALONG GRID AE ROOF DECK BM PER PLAN PLAN CONT 16 GA TRACK W/ I I/7 LEGS, CONN TO BOT FLANGE OF BEAM W/ (2)014DIADRIVE PINS* 80C 3/4' • ILO" DECK NOTES BEAM PER PLAN WHERE OCCURS PANEL EDGE FASTENING PER 1/S5.04 AT SHEAR WALLS SURFBOARD 514114G PER 1/55.04 AT SHEAR WALLS STUDS PER PETALS OF LEVEL BELOW CHANNEL PER PLAN W/ COVER PL PER 8/S538 EMBED PL PER 5/5538 H551x3x3/8 (3)51DES -. EMBED PL I/2 x8x1-0' W/ (2)ROWS OF(2)5/8'D14x30' DBA a 471 OC RENF PER 5/5538 05 LAPPED W/ EACH DBA C12 TO END OF SHEAR UJALL (E)CLAY TILE CHANNEL PER PLAN V4 V BRGPLrxB'x7-4' (CONT TO VFY) EASIDE> > 3/4' • / 5 r-O' / / STIFF PL V2 EA SIDE CL ROOF DECK PER PLAN (ORENTATION VARIES ) BM PER PLAN WHERE OCCURSW/CONN PER PLAN 4 20/S533 WALL STUD EA 51DE OF STEEL COL W/ 0.14 DIA DRVE PNS a 6' FULL HEIGHT STAGGERED CAP PL V4 EL PER ARC CONT 16 GA TRACK CONN TO HSS W/ CLIPS PER 15/55.11 ES STEEL COL PER PLAN CONTINUOUS TO TOP OF PARAPET SURE -BOARD SHTHG F'ER 1/5504 AT 5HEAR WALLS, FASTEN TO STUDS EA SCE OF STEEL COLUMN W/ PANEL EDGE FASTENNG PER T/55.04 E) CLAY TLE WA DOWELS PER 10/55.04 (E)CONC WALL PER DECK NOTES (2) r5 CONT TOP CONT EMBED PL V2 x 1 W/ 3/4' DIA x 6' STUDS a 18' ROOF DECK PER PLAN BEAM PER PLAN MERE OCCURS EMBED PL*CONN PER18/5532 CONC WALL 4 RENF PER PLAN ROOF CONNECTION AT CONC UJALL 3/4 • I'-0' (E)CONC WALL /PER DECK \NOTES ROOF DECK PER PLAN 3/4' DIA THRU ROD PER 8/5538 BEAM PER PLAN W/ (3) BOLT CONN PER 10/5532 CHANNEL PER PLAN DEL STEEL COL PER PLAN CHANNEL RESUPPORT ALONG GRID AE 1 3/4' • ILO' L31/2 x 3 V2 x 5/16 UMERE NO2E)J ON PLAN 3/16 EA END NOTE PLV4x3x0-b' EL PER ARC PER DECK NOTES RLVtElAIE .) FOR ODE COMPLIANCE APPROVED APR 252019 5• City of Tukwila BUILDING DIVISION FRAMING AT EXTERIOR PARAPET BLDG A 15 3/4'•ILO' collude architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com Reid dl"et on 728 1341 Street S9 • Suite 200 Everett, W shington 98204 Ph: 425 41-3800 www.reidmiddleton.com ©Copyrig t 2019 Reid Middleton, Inc. cow co cc co rn 2< REVISION DATE 1 PERMIT RESPONSE 1/30/2019 fat ;rl e( and Approved - fa r Substantial-Compliance ubst ial- C fiance BHCConeultants Dais HS5T0 1. FOR CALL -CUTS COMMON SEE 20/5 14554x4x1/4 W/ CAP PL 1/4 e4'-O'0CMAX 4 ROOF DECK PER PLAN (ORIENTATION VARIES) z BM PER PLAN WHERE OCCURS W/CONN PER PLAN 410/5532 BM PER PLAN CONT lb GA TRACK CONN TO H55 W/ CLPS PER 15/55.11 E5 OF H55 ELPER ARCH STUD FRAMING TO MATCH WALL BELOW PER DECK NOTES 18 GA NFL STUDS a 16' 0C CONT I6 GA TRACK W/ I 1/7 LEGS, CONN TO BOT FLANGE OF BEAM W/(2)0.14DIADRIVE PN5e8OC PANEL EDGEFA5TENNG PER 1/55.04 AT SHEAR WALLS SURE -BOARD SHTHG PER 1/55.04 AT 5HE4R WALLS STUDS PER PETALS OF LEVEL BELOW Design: TJP / BYM Drawn: RLC / TJP Checked: PNC Project No. 262018.024 Issuance PERMIT SET Date: 01/30/2019 Drawing Title ROOF FRAMING DETAILS ECriVED Drawing Number I I uF 1 UrS ILA APR 01 2019 PERMIT CENTER 3 FRAMING AT EXISTING UJALL BLDG A 3/4' 0 '-O' 7 FRAMING AT INTERIOR SHEAR UJALL 3/4'=FO COLUMN AT EXTERIOR PARAPET BLDG A 1 3/4' 01'-0' FRAMING AT EXTERIOR PARAPET BLDG A 2 O 3/4' = r-0' NOg; L SSMOWNFORSTRUCTURALSTEEL FE FALL -ARREST ANCHOR COMPONENTS WONGLOCATIONS DESIGN -BUILD FALL ARRESTD-RNCG NOTE JST FERPLAN L FOR EW ONGPURPOSES, SEE ARORREOFT TYPES t QUANTITIES OF ANCHORS OF TYPES I AND (BM WHERE OCCURS) 2. SIZES OF STRUCTURAL STEEL FALL -ARREST ANCHOR COMPONENTS roil architecture 105 p. 206.624.4222 mail@rolludaarchitects.com architects planning interior S. Main St. Seattle, f. 206.624.4226 design WA 98104 SHOWN FOR BIDDNG PURPOSES ONLY. D RMGPER3l5539 = _ _ _ _ _ _ _ _ _ _ SEE NOTE I •n SHAPE RING DESIGN -BUILD FALL ARREST ANCHOR ASSEMBLY LMAXIMUM OAD•5MPACT OAD,000LBS� WELD PIPE / all/oncrLy TO I ( Z u FROM PL1ak �� 5l16 Ii. 114ERE 5/16 LANCE WIDTH L5 1 L � Reid 728 134th Everett, Washington Ph: 425 741-3800 www.reidmiddlelon.com ©Copyright I u N I eel o n` '. Street SW Suite 200 98204 2019 Reid Middleton, Inc. PLI/2x6x0-6' WHERE OR MORE SEAM FLANGE IS i --- Cr CAP PL 3/8 5i16 r , LESS THAN 6' WIDE I I A P SECtiON1 ll Mill VI I I FALL FALL -ARREST ANCHOR PER DUALS -ARREST D-RING I. ROOF SM PER PLAN fl 516 V I (SLOPE VARES) PLAN (2)S7IFFPL3/8x3E5 DETAIL DETAIL --., wN 'r0 ;Sv w pV sN,,l C' r; f� ' l T .o � (r t -, 37358 ,„.., ° S/ONAC. tits 41•5--r9 NTs ATWFSEAMS O AT JOISTS OO fL ANCHOR PER PLAN LOAD PER PLAN OR PETALS ROOF JOISTS PER PLAN 1/4 SHALL SEE DETAIL O 7 L O Z 1—' O O N o LHL ) Q y J 0 I J 0 ' O 22 z O `� O U W �- m J-- W (-) o. O c/ m co 0 0 `-I Z (nrn O(Am rn7; o Fa „ia �o N Y co O 0 �g gig k. j j O O Y �ZO NYzY�Y�XX CO ca 0S n O D LW 4 33 V J ee� v I- O F.• �t I- I- U- ON C6 WEB1),,,,,---J5TMFF2 L6x6x1/2x0-4 DESKGxJOISTrorGTR SUPPORT ibk PONT LOAD N EITHER DIRECTION AT EA C6 / t 6' ROOF DECK PER PLAN f I, Z ROOF JST PER PLAN (BM WHERE OCCURS)-AD V4 WEBpEMBER PER JFELD ST FABRICATOR'S STUN RO/OF JST ROOF SiWN ROOFJ315TS,TYP .—I I, RECOMMENDATIONS 5n6 ( 3 2ht4X ADDL WES NEMBER EA SIDE OF JOIST; L2x2xV4OR TO MATCH SIZETRUSS WEB MEMBER ADDITIONAL IUE8 AT STEEL JOISTS SECTION 2 SECTION] ROOF DECK ANCHOR DETAIL } NTS 1 ) NTS } REVISION DATE 1 PERMIT RESPONSE 1/30/2019 6 to teV� at (d fot _____ �UuStantial-J r fiance B- i - .., su tS— Date Design: TJP / BYM Drawn: RLC / TJP Checked: PNC Project No. 262018.024 REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION Issuance PERMIT SET Date: 01/30/2019 RECEIVED CITY OF TOWN LA APR 01 2019 PERMIT CENTER Drawing Title MISC ROOF FRAMING DETAILS Drawing Number • NOTES l FOR CALL -CUTS N COMMON SEE 3/55.41 CHEVRON CONNECTION 1 NTS CL 4OL BRACE PER EL W/ SLOT FOR GUSSET L PER 15/65.41 TYP TYP COL PER BF EL BM TO COL CONN PER IO/65.42 SM PER BF EL (A( NOTES: T/ CON,19 GUSSET PL PER SCHED AT BM AND BRACE CL L SEE BRACED CONNECTION SCHEDULE 10/55.41 FOR ADDITIONAL NFORMATION. 2 THE DMENSION'A' SHALL BE A MNMUM OF 7. 3. T1-1I5 DETAIL APPLES FOR BOTH ODE FLANGE AND 1455 COLUMNS. BRACED FRAME CONNECTION NTS BRACE PER EL W/ SLOT FOR GUSSET Tr' PL PER 15/55.41 BM PER BF (3) STIFF PL5/8 GR50 ES OF WE8 MATCH BM WIDTH TYP GUSSET PL PER SCHED AT COL 4 BRACE CL, TIP 4 LPL r-o' CL PL Wbn T/CONG PROVIDE HOLES FOR CONN PER 10/55:32 U44ERE NCOMNGBMS OCCUR NOTES: L SEE BRACED CONNECTION SCHEDULE 10/55.41 FOR ADDITONAL INFORMATION 2 THE DMENION'A' SHALL BE A MINMUM OF 7. CHEVRON CONNECTION NTS TYP LEVELING NUTS EMEND ANCHOR RODS UATHN 6' FROM B/ FIG Wbm SHEAR LUG PER 12/55.41 SLFTG 1) BRACE PER EL W/ SLOT FOR GUSSET PL PER 15/55.41 ti T/ SOGmu, :/--BASEPLPER20/55.41 RETAINER PLI,GR36 Lbr <TYP Lbr 5ET PL PER SCHED 10/55.41 FOR WELDS NOTES: L SEE BRACED CONNECTION SCHEDULE 10/55.41 FOR ADDITIONAL INFORMATION. 2 THE DMENSION'A'SHALLBEAMINIMUM OF2'. 7 TYP ) (3'AT2V4'RODS) BRACED FRAME BASE AND ANCHOR IUITH NO COLUMN /t NTS `t V3 FTG CP\ "FLANGES/ COL PER BF ELEVATION LEVELING NUTS W8x48 SHEAR LUG AT BRACED BAYS, CONTR TO PROVIDE BLOCKOUT N PER ANCH RODS PER 20/55.4t EMEND ANCH RODS DAMN 6' FROM 8/ FTG NOTES CL / BRACE PER EL WHERE OCCURS GUSSET PL PER SCHED 18/55.41 RETAINER PL I' 11-1K FOR ANCHOR RODS ON ES OF BF COL I. THIS DETAIL APPLES FOR BOTH ODE FLANGE AND 1455 COLUMNS. TYP (3' AT DIA RODS ) HEAVY HEX NUT ABOVE 1 BELOW RETAINER PL E PL PER 20/55.41 PL WASHER PER I0/55.41 5/16 DBL HEAVY HEX NUT BRACED FRAME COLUMN SASE AND ANCHORAGE 1 NTS CL COL GUSSET PL PER SCHED AT COL AND BRACE CL COL PER BF EL SASE PL PER PER 20/55.41 SHEAR LUG PER I2/S5.41 NOTES L SEE BRACED CONNECTION SCHEDULE 10/55.41 FOR ADD3TTONAL NFORMATION 2 THE DMEN510N'A' SHALL BE A MNhI11M OF 2'. 3. THIS PETAL APPLES FOR BOTH WIDE FLANGE AND H55 COLUMNS. Lc BRACE PER EL W/ SLOT FOR GUSSET PL PER 5/55.41 F T Lbe VFT6 We Le SASE PLATE GUSSET CONNECTION NTS BRACED FRAME GUSSET PLATE SCHEDULE MARK PLATE THICKNESS BRACEWELD BEAM/BASEPLATEWELD COLUMNWELD DETAIL REFERENCE SIZE (Wbr) LENGTH (Lbr 51TE(Ukm/Ube) LENGTH(LbmlLbe) 51TE(U1) LENGTH(Lc) 3/8' 3R6' 3/16' 22' 3116' kt' 2/55.41 3/8' 3/1b' 16' 10' 2/55.41 3 3/8' ; 21' 3/I6 7 /55.41 0 3/8' 3A6' b' I6' 3/16' 7 PV55.41 5 3/8' 8' 3/16' 13' 3/16' 13' 2/55.41 6 © V4' 8' 3/16' 18' 3/16' 14 2/55.41 V4' 8' 3/16' 15' 3/16' IT 2/55.41 8 V7 5116' 8' 3/16' 18' 3/16' 13' 2/55.41 9 V7 5/16' 8' 3/16' 13' 3/16' 17 2/55.41 • 117 5/16' 3/16' 21' 15' 2/55.41 V7 3116' 33' 18' . 2/65.41 5/16' 3/I6' 28' 3/16' 8/55.41 5/Ib' 3/1b' 3' 13' 2/55.41 5/16' V4' 24' 8/55.41 15 V7 5/16' I6' 3/16' 5516' 2T 8/55.41 16 5/8' 5/16' ® 5A6' 18' 1/4' 15' 2/S5.4I 1T 3/8' V4' 8'IIIIIIIIIEIMIIIIIII 34' 3/55.41 18 3/8' V4' Elaill 3/16' 40' 3/55.41 16 V7 5/16' 8' 41' 13' V85.41 20 3/7 5i16' mums 5/16' 40' ® 3/55.41 21 © 5/I6' 16' 5/16' 42' 14' 3/55.41 22 V7 5/16' 16' 5/16' 42' 21 3/55.41 23 5/8' 5116' 15' V4' 40' 21 3/55.41 BRACED FRAME CONNECTION SCHEDULE NTS 10 RtaVlEWt D FOR , CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila NC D4VMSt0 CONN PER 10/55.42, W4 CONDITION. CURD ON W4 W4 SM PER PLAN DECK PER PLAN BM PER PLAN COL PER SF ELEV BM PER BF ELEV GUSSET PL PER PETALS 4 SCHED ON 55.41 BR PER BF El-EV GUSSET CONNECTION AT CANTILEVER SEAM 3/4'- r-o. NOTES: L FOR CALL -OUTS N COMMON SEE 2/55.41 2 T145 DETAIL WITH MODS WORK FONTS APPLESTO CLEARSTORY BRACED FRAME CONNECTIONS AS NDICATED,UNO. COL PER BF EL BM TO COL CONN PER 10/55.42 CL OL A BM PER BF EL CLERESTORY BRACED FRAME CONNECTION 7 NTS HOLE 51ZE PER SCHED BOS 3/8 BASE PL PER SCHED 140LE SIZE PER SCHED SHEAR LUG PER 12/55.41 GRID TYPE WF COL GRID GUSSETPL TYPE H55 COL A COL PER BF EL W/ SHEAR LUG PER 12/55.41 ANCHOR RODS AND SO WASHERS PER OCHE) SASE PL PER SC14ED COL PER SF EL ANCHOR RODS AND SQ WASHERS PER SCHED 3/8 GRID 4' 4' TYPE HOLE SIZE PER 5CHED GUSSET PL PER SCHED TYPE © COL PER SF EL HOLE SIZE PERSCHED ANCHOR RODS AND SQ WASHERS PER SCHED SASE PL PER SCHED ANCHOR RODS AND 5Q WASHERS PERSCHED BASE PL PER SCHED SHEAR LUG PER 12/55.41 rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com h�d'dleton 728 1341h Street SW • Suile 200 Everett, Woshington 98204 Ph: 425 741-3B00 www.reidmiddleton.com ©Copyright 2019 Reid Middleton, Inc. U CO - F- ❑ � CO O CD • h 055m 0 0? 0 V =Q N.o CO V O) O eo W Q 33 I- .4. I- I- u_ REVISION DATE 1 PERMIT RESPONSE 1/30/2019 FieVielfveci anrt_Appro ved for Substantial Compliance Ey BRC sultants Date BRACED FRAME BASE PLATE SCHEDULE TYPE BASE PLATE ANCHOR ROD WASHER THICKNESS MATERIAL HOLE SIZE DIAMETER MATERIAL 5QE THICKNESS Al 2 V2' GR 50 3 1/7 2 V4' FI554 OR 55 5I/4' 3/4' BI I1/7 GR50 23/8' IV2' FI554 GR. 55 33/4' V7 B2 2V2' GR50 31/2' 2V4' FI554GR55 5V4' 3/4' CI I1/7 GR 50 2 3/8' I V2' FI554 GR. 55 3 3/4' I/7 C2 2V2' GR 50 31/7 2V4' F1554GR. 55 5V4' 3/4' NOTES FOR ADDITIONAL INFORMATION NOT 51-10WN SEE 12/55 RECEIVED CITY OF TUKWILA PR 01 2019 PERMIT CENTER BRACED FRAME SASE PLATES 2 NTS Design: Drawn: Checked: Project No. TJP / BYM RLC/TJP PNC 262018.024 Issuance PERMIT SET Date: 01/30/2019 Drawing Title BRACED FRAME DETAILS Drawing Number 3/8 CL 3/4'PIA A315 - N ERECTION BOLTS PER SCHED N I4ORZ SHORT SLOTTED HOLES rciiuda architects CAP PL PER 20/5533 WHERE COL STOPS BM PER PLAN CONN PER 9/5532 WERE OCCURS PER PLAN THIS SIDE GRIND PL 5M00114 AT TRANSITION 1 1 5/16 ft 6 BM PER BF EL O 0 O 0 O 0 3/4 DIA A325 - N ERECTION 80LT5 PER SCHEP N HOW SHORT SLOTTED HOLES BM PER PLAN O 0 O 0 O 0 CONN PER 9/5532 WHERE OCCURS PER PLAN THIS SIDE —4 CL PL UADTN PER SCHED V <SIZE PER SCHED GR 50 PL PER SCHED KERFED THRU COL COL PER BF EL pm O <PER SCHED TYP AT FLG ISM PER BF EL I Im—`t i PL WPTH PER SCHED GR 50 PL PER SCHED V <SIZEPERSCHED —COL PER BF EL TYPICAL 5TRONG AXIS CONNECTION EXTEND KERF PL 1/7 PAST FACE OF COL WHERE BM DOES NOT OCCUR THIS SIDE 1/16 SHEAR PLATE CONNECTION SCHEDULE BEAM SIZE PLATE DEPTH PLATE TI4CKNE55 (GR50) PLATE TO COLUMN WELD SIZE PLATE TO BEAM WELD SIZE NUMBER OF BOLTS (EQUALLY SPACED) W12 T 5/8' 116' -VW 2 U.4 9' 5/8' 1/6' 1/16' 2 11116 II' 3/4' V7 9/I6' 3 OS 13' 3/4' 1/7 9/16' 3 W2I 15' 3/4' V2' 9/I6' 3 1024 IS' 1/8' 9/16' IV16' 4 W21 21' 1/8' 9/16' IV16' 4 W30 24' r 5/8' 3/4' 5 CAP PL PER IO/6533 STRONG AXIS CONNECTION AT TOP OF COLUMN (SEE TYPICAL CONDITION FOR CALLOUTS N COMMON) I • THICKNESS OF COL WEB (ROUND UP TO NEARESTV16') NCOMNG BM CONN WHERE OCCURS TYPICAL WEAK AXIS CONNECTION (SEE STRONG AXIS CONDITION FOR CALLOUTS N COMMON) SRACEP FRAME $EAM TO COLUMN CONNECTION 1 3/4' • r-o' 3/16 Y 3 MN _ DECK 4 TOPPNG PER PLAN STFF PL PER PETALS BM PER BF EL h1215 1 L6x4x5/16x1'-3' (LLV) W/ (2)3/4'x41/7STUDS le12'OC, N DECK FLUTES L3x3x V4 I. TOP AND 80TTOM BRACE CONNECTION NOT 514O/UN FOR CLARITY. BRACED FRAME SEAM BRACE 3/4' • 1'-O REVIEWED FOR CODE COMPLIANCE APPROVED APR 25Z019 • City of Tukwila 1LniNG DIVISION 3/8 1341 PER 8F ELEV 1 PLAN III III II 111 KNG POST PER BF ELEV GUSSET PL PER DETAILS 4 SCHED ON 55.41 BR PER BF ELEV EFFECTIVE THROA THK•5/ H55 1466 BRACE PER BF EL, TYP FULL LENGTH OF FLAT SURFACE OF 1.455 GR50 PL E5 PER SCHED GRACE CONNECTION AT INTERSECTION SCHEDULE BRACE SIZE PLATE 51,72 (GR50) WELD LENGTH 14554x4 3/8' x 6' b' 14555x5 3/4' x T 17 14556x6 rx8' 17 H551x1 1/8' x 9' 10' RECEa`!E�, CITY OF i it lx%ILA APR 01 2019 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com gReid ° iddletan 728 1341h Street SW • Suite 200 Everett, Washington 98204 Ph: 425 741-3800 www.reidmiddleton,com ©Copyright 2019 Reid Middleton, Inc. JC/) 0000 E. 5 1.= (I)o W o a J Q O 0z O 0 U ce F- W Q —~i Z 0a REVISION DATE 1 PERMIT RESPONSE 1/30/2019 Reviewed anrd-Approvcd for Sabst u©m nce By1R1-IC Consultants — Date Design: TJP / BYM Drawn: RLC / TJP Checked: PNC Project No. 262018.024 Issuance PERMIT SET Date: 01/30/2019 Drawing Title BRACED FRAME DETAILS Drawing Number BRACED FRAME KING POST 3/4'•I'-0' BRACE TO BRACE CONNECTION 2 3/4'•T-0' (E) ROOF SHTHG 4x END STUD ES OF (E) GL8 W/ SIIPSON V4 x 6' SDS SCRS.*e6'OC(STAW,,TYP SHEATHE WALL W/ ..••••.�" I �..,� DPFIRAGM NAILING PER 8/5550 NOTES 2x6 a 16' 00 SEE NOTE 2 AT 1 FELD VERIFY EXISTING 2x ROOF JOIST LOCATION PRIOR ABUTTING PANEL EDGES TO STEEL FABRICATION. SHEAR WALL LOCATION MAY BE OFFSET FROM TRUSS CENTERLINE 3' MAX IF REQU2ED TO 3x6TOP 4xbAT AVOID CONFLICT. PIA PPANEL. 2. PROVIDE 4x8LKGATALL UNFRAMED PLYWOOD PANEL EDGES AND ABUTTING PANEL EDGES. NAIL ALL PLYWOOD ( E ) ROOF SHTHG EL VARIES (2) ROWS 0148x2 V2 a 6' OC STAGGERED L SEE2/555048/5550 FOR SHEAR WEN BEAMS, WALL TYP L (E) ROOF FRAMING TYP EA (E REMAIN ° architecture 105 p. 206.624.4222 mail@rolludaarchitects.com uda �' S. Main architects pc' planning interior St. Seattle, f. 206.624.4226 � design WA 98104 19/3TAPA RATED PLYWD SHTHG (PANEL SPAN RATING 32/I6) TYPEAFACE, TYRSEE NOTE 1FOR NAILMG4 BLKG REQUIREMENTS '®� Pli �"® PANEL EDGEStU/0.148x2U2 INTERMEDIATE MNI U 13/8' EDGE PANELS.V Illi•I• ®TOC.NAILPLYWOODTO FRAMEMG WJ 0.148x2 DISTANCE TO VT a EDGE OF 6 OC. PROVIDE SHEATHING (E)GL8 PER PLAN 2' TYP ::: • Redr w.i ...a .,-. . 728 1341h Street SW Suite 200 Everett, th Strelon 98204 Ph: 425 741-3800 www.reidmiddlelon.com ®Copyright 2019 Reid Middleton, Inc. VT PL V4x4 VT 5Q WASHERS EAWis,SEE NQTEI I EL PER PLAN '1I• ii U ii •i• t �� • -�R mit / / PL5 r !RAM NOTCH(E)8MW/3'RAD15 NOTCH4x6AT C/ONNPL PER V2 ° ° \ �� FOR WOOD SW STWN r (E)GL$ o I o \ 1RUSSELEVATIORNDPER I me. V Q> TRAP CHORD T� SHORE ( E ) FRAMING Or, ,� PL3/4 SIDE x 10 x I'-0' EA OF BM W/ � DECK 4 TOPPNG PER PLAN �� TRUSS WEB 4 CONN SI/PSON HDU4-5D525 WJ 4x6 POST AND PER NOTES ON53.03 (4)1'DIA TWIT DOLTS PER TRUSS ELEVATION > SENT PL PER D 5/8'WTS,AUGNATLOCWHERE1Ta 8/S580 CLR REMAINS FOR INSTALLATION TRUSS TOP CHORD PER SHAR WALL ELEVATION j U4 (3)SiDES > \ x x— HAN (713 o 5� /4,,,, , ' z ,.., s8 ,..44' <4,' *��!p 37358 .iO4,'O , 4tc,0.,. SroNArr Ss3. ° SIR !nx X x—x iMiiimtv+ (3)SIDES>4 > ''` TRUSS ELEVATION 3/4' = r-7 STFF GLLIBES CTRp ox I I \ PER PLAN t 318 1/418'OC CONTBENTPL3/8x LOGNCSTRUSS FROMOWE8 CONN PL, SLOPE TO u MATCH 3/4'DWHSe ON ) TRUSS TOP CHORD PER PLI/2xBMUADT14 T / IO I `� SEAM PER PLAN 3/8 SHORING ON 53. < / CONN PER 2O/S533 J CO 0 O O_ _ I- 1_co �Wo Q o _I O©Z O — O 1- t1 V 1- '' t cn W W p W —I Z W J W o co o '< <- Q oo I` `- 0, c~n co O u~j rn oo W 1- N F- c' ca d O O c N N v1 cq CO w o �( C J �: W= co D W Q •4. I- 0 I- xt I— I- IL DECK TYP NOTE 1. HOLE M PL WASHER IS PERMUTED TO BE 3/I6' LARGER THAN THE WTS DIAMETER AND PROVIDED A STANDARD CUT WASHER IS TRUSS TO DIAGONALLY SLOTTED W/ A LIMN OF UP TO A SLOT LENGTH NOT TO EXCEED 13/4' PLACED STWN PL WASHER AND NUT. DECK DIAPN CONN ► TRUSS ELEVATION NOTE I. FOR CALL -OUTS IN COMMON EXISTING BEAM SEE DETAIL IO/S550. TO TRUSS CONNECTION PER NOTES 3 1 8 HSS VERT WEB PER TRUSS ELEVATION EXISTING BEAM TO TRUSS CONNECTION 1 3/4' = 4-0° 3/4" =1'-O" Ii 3/4' =1-0' COIN PER TYP (E) GLB PER STIFF PLPER r'Nt'1 CxRD 19/5550 PER PLAN 9/5550 \ \`a STIFF PL3/4 G PLAN TRUSS ELEVATION CHORD TRUSS TOP CHORD PER• TRUSS ELEVATION MASONRY WALL PER PLAN �' (E)GONGWALL V2'AT WEBS CP FLANGES TRUSS CHORD PERPLANTYi' EA SIDE L-----) �l > � �� — — �6 / Im DOWELS , 1 ., PER 15/S5.06 1 b o REVISION DATE - — / S MOW PL1xI8xREQD —`� - 1 PERMIT RESPONSE 1/30/2019 r"� i PL5/5EASIDE OF CHORD W/ NNW WEB 1 a x 3/8 V- TRUSS VERT WEB 1 PER TRUSS ih. `'Ili ppr©VCI j (3)5q?E5 U2 r b' SC BOLTEDCONNPER3/5532 ELEVATION / 1 ,iiarrc� ; / 23/4' L1Q1E, 1 SEE TRUSS ELEVATION FOR SPLICE LOCATIONS. ALTERANATE SPLICE LOCATIONS MAY BE PROPOSED AND SUBMITTED FOR REVIEW AND APPROVAL 8Y ENGINEER. DO NOT LOCATE SPLICES IN MIDDLE 40% OF TRUSS SPAN. TYPICAL TRUSS CHORD SPLICE 1 . - y! it✓ COr►sUi$ ]$S_ / rG U�' I 3/5 /2 PER TRUSS 3/S > A PL I' REQD, KERF Date ELEVATION ra - x THRU COLUMN STEEL COL Design: TJP / BYM Drawn: RLC / TJP Checked: PNC Project No. 262018.024 ( / TRUSS LJEB CONNECTION 1 A PER PLAN TRUSS TO COLUMN CONNECTION 1 g 3/4' = ILO" 3/4' = I'-O 3/4 =1'-O' II DECK r PER r _ 4 TOPPING PLAN CL, TYP TRUSS VERT WEB PER ��•n,P WEB , (2)5/S'DWTS8S L8x6x1/2 x 0-9' OG r A "ao (2) 5/8' D TR 8 6' OC IN EPDXY GROUTED HOLES, EMBED5'.GENTERTRIN VERTICALLY LONG- TRUSS VERT PER TRUSS 3/8 r 12 Issuance PERMIT SET Date: 01/3012019 SLOTTED HOLES _ �� " � � (BI:4�l.L Vi D OMP 35IDE5,TYP V4 TRussaor CHORD PERTRU S PER TRUSS / � �� STFFPLV2 s� 8MPER PLAN PL3/4xbxP-T 11. ELEVATION ELEVATION ELEVATION ` � ( i I i � �► .,a, _ AP ROV • a 3/8 � ■, � � ; '•,� • � l � PLAN APR 252019 PLIxREQD , T � I i v/_ / .z � )� WEEPER G r..' LSxsxvzxa-9Easq�E, DO NOT WELD OR 2'MAX City of Tukwila BUILDING DIVISION ��' / �� . '� �\ , Drawing Title STEEL TRUSS DETAILS Bo1 rL'sroTRuss PLAN LSx6BEYOND, VI6 r \I - TRUSS BOTTOM V' SEE PLAN J I � ELEVATION /lb 3/4' THK 2 I/2 SQ SPACER r PL a i MASONRY WALL PER PLAN .L.L / NN a STFFPLPER 19/5550-�` x ITOC,WELD TOLLEGS w/3A6' FILLET ALL AROUND 1 I DBLL31/2x2V2x5/16(LLH)80T CHORD !IMAGE INSTALL BRACE Drawing Number j STIFF PL3/4, TIP EA SIDE TRUSS CHORD PER TRUSS ELEVATION k TRUSS SOT CHORD PER TRUSS i ' IIE{ EIVED CITY OF T ill:`r4ILA I NOTE FOR CALL -OUTS IN COMMON SEE DETAILI9/5550 TRUSS WEB CONNECTION 1• LW/ / BOTTOM AFTER DEAD LOADING FROM METAL I DECK AND TOPPING ISINSTALLED 13/4' V8'DIAA325SOLTEAEND ( SNUG 11GHT) CHORD BRACE DETAIL 1 7 ELEVATION 5' APR 01 2919 5/lb TRUSS BOTTOM CHORD CONNECTION 5TEE{p 1GNTE' 2' 5/I6 TRUSS U1Ei3 CONNECTION r 3SIDES, TYP 1S t 3/4" 4 r-0" 3/4" =1-0 3/4' = r-0' 1(•) 3/4' = I'-O" i i •8 SCREWS e 4' 0C STAGGER I6GATRACK �\\ STUDS PER DETAILS t 20/65.11 rolluda architects I I! 'I HEADER PER 4/55.11 UNO (3),I0e70CE5 CLPS PER 15/55.1 TO TO JAMB STUD JAMB STUDS PER ELEVATION AND 20/S5.11(WE1D PER 13/55.11) TYPICAL JAM6 CONNECTION (SEE 8/55.11 AT CONNECTION TO STEEL COLUMNS) HEADER TO JAMB STUD CONNECTION NTS e8 SCREWS e 6' OC, TYP HEADER PER SCHED i8 SCREWS e6'OC,TYP O OPTIONAL SECOND TRACK F HEADER REQUIRES (3)TRACKS PER SCHEDULE CONT 16 GA STUD W/ 7 FLANGES (NO SPLICES), CONNECT TO TRACK W/ e8 SCREWS e 6' OC EA SIDE HEADER t SILL SECTION CONT 1664 TRACK W/ 7 FLANGES. SPLICE PER 12/55.11 OPTIONAL THIRD TRACK ! ATTACHMENTAS RE PER SCHEDULE CONNECT SILL TO JAMB STUDS BEYOND W/ GIPS PER 15/55.11 TAB OF BUILT - UP SECTION CONY 16GA TRACK W/ 7 FLANGES. SPLICE PER 12/55.11 HEADER TYPE HEADER TYPE NUMBER OF TRACKS H3 (2)3625162-68 (3) H4 (2)4005200-68 (2) H6 (2)6005200.68 (2) 148 (2)8005200-68 (2) 152 (2)12006200-68 (2) HEADER AND SILL SECTION /1 NTS `t I� HDR PER ATIO SILL ELEVATION 7141— JAMB STUDS EA SIDE OFOPNG, PER ELEVATION WELD TOGETHER PER 13/55.11 TYP STUDS PER NOTES TYPICAL OPENING IN EXTERIOR UJALL NTS ihrof SILL CONNECTION AT STEEL COLUMNS 16 GA TRACK, CONNECT TO COL W/ DRIVE PINS a 4' 0C STAGGERED HEADER PER 4/55.11, UNO CLP PER 15/55.1 (3)418e70CES HSS COL PER PLAN HEADER CONNECTION AT STEEL COLUMNS HEADER TO STEEL COLUMN CONNECTION DETAIL NTS ATTACH TRACK W/ (2)ROWS OF0.14'DIADRNEPINS e 32' OC TO BM OR SLAB ABOVE 8M PER PLAN (CONC SLAB WHERE OCCURS) STUDS BRIDGING PER IS/55.11 TYPICAL WALL STUDS ow po ��uuv SEE ARCH FOR JTLOC FORi15-0' 16 GA TRACK W/ 2' MN LEGS FOR 15'-0<Hi3t-0' 14 GA TRACK W/ 2' MIN LEGS (3)1112 SCREWS SUPPLED W/ VERTICLE? INSTALL r FROM TOP OFI VTVERT SLOTS IN CUP TRACK PER DETAIL AT LEFT DRFTCLP DSL800 BY THE STEEL NETWORK EA SIDE OF JAMB STUDS ATTACH TO BM ABOVE W/ (3) 0.14' DIA DRIVE PMSATCLHORIZLEG e3'OG MM(USE (3)►IOSCREWS TO TRACK ABOVE WHERE NO BM OCCURS ) JAMB STUDS PER 15/55.11 WELD PER 13/55.11 l CONNECTIONS SHOWN T1415 DETAIL APPLY TO THE TOP OF TYPICAL 611PLE SPANNING WALL STUDS WHERE DEFECTION ALLOWANCE OCCURS. IT STUDS AND JAMES STUDS 8M PER PLAN (GONG SLAB WHERE OCCURS) NON -LOAD BEARING METAL STUD CONNECTION 1 NTS 7TYP V7 MAX PL16GAxTRACK UADTHW/(2)ROWS e4'0C OF (6) 08 SCREWS, CTRD ON SPLICE TRACK PER DETAILS, TIP TRACK SPLICE WHERE REQD SHALL BE LOCATED AT MPSPAN OF HEADERS OR SILLS TRACK SPLICE DETAIL 1 NTS WHERE STUDS OR AT ARE SHOWN TO ABUT, WELD AS SHOWN NOTES L t • GAGE OF MATERIAL CONNECTED. 2 THIS DETAIL APPLES WHERE (2)0RMORE STUDS ARE GROUPED TOGETHER TYPICAL WELDED STUD GROUP DETAIL NTS NO FUNCHOUT SHALL OCCUR UJITHIN 17 FROM END OF STUDS, TYP STUDS MUST BE FULLY SEATED AGAINST TRACK TYP TRACK PER 20/55.11 W/ r MIN LEGS (16GA, MN) TYP IUALL STUDS NOTES STUD PER PLAN OR PET 0J4 DW DRIVE PINS a 12' OC TO STL OR CONC SPRT ( EMBED 1 V? AT CONC ) ATTACH W/ (2) ROWS OF 418 SCREWS a 16' OC TO MIL OR WO FRAMING SUPPORTS ►8 SCREW ES USE(3)0 TO ATTACH LTOWEB CUP LII/2x1V2x LENGTH • STUD WIDTH LESS 1/2' PER 20/6 W/ r MIN LEGS (16 GAMIN) I. CONNECTIONS 51-10IUN ON THIS DETAL APPLY TO THE TOP OR BOTTOM OF TYPICAL SIMPLE SPANNING WALL STUDS 5U8JECT TO WIND LOADING. 2 SEE DETAILS FOR OTHER CONNECTIONS WHERE STUDS BYPASS SLAB EDGE OR SUPPORTING BEAMS OR ILHERE HANGING SPANDREL TYPE CONDR10N5 OCCUR MILL115TUD POST A JAMB STUDS PER 5/55.11 WELD PER 13/S5.11 404,114r1 I6GAuI CLPEASIDES AT JAMB STUDS VtD FOR - c SIDE COMPLIANCE APPROVED APR 25 2019 BSCREWS 5.11 (2)0.14 DA DRIVE PINS TO STL OR CONC SU' (EMBED I V7 AT CONC) ATTACH W/ (3) 08 5C TO MTL OR UP FRAMING SUPPORTS Tcity of Tukwila BUILDING DIVISION MULTI— STUD POSTS / JAM STUDS AND IT STUDS STUD CONNECTION TO BOTTOM TRACK 15 NTS BLKG (SAME MAIL AS STUDS) a 6-0 OC HORIZ! VERTICALLY AT STRAP LOC GYPSUM WALL BOARD PER ARCH LI 1/2x11/2x16GAW/ (2)SCREWS e3'OCEALEG (4) SCREWS READ AT EA BLKG MEMBER EA SIDE 1 V7 x 20 GA CONT STRAPS a 70 OC VERT, CONN TO EA STUD W/ (I) SCREW! TO E4 BLK MEMBER W/ (4) SCREWS' L16GAxI V2x1 V2 BRIDGE CUP, TYP V2 1501150- 54 BRIDGING CHANNEL a 4' OC MAX VERTICALLY, TYP NOISE METAL STUD WALL TYPES MAX FLOOR -TO - STUD FLOOR OR FLOOR STUD MMIIUM STUD DRIVE PIN SPACE DEPTH -TO-ROOF HEIGHT SPACING SIZE AND GAGE AT TRACKS,UNO 35/8' 14-0' 16' 0C 3625162-54 IO 0C ld-0 16' 0C 6005162-43 IO OC 24' 0C 6005162-43 6' 14'-0 16' 0C 6005162-54 8, 24' 0C 6005162-54 27-0' 16' 0C 6005162-54 8' 0C ld 0 16' OC 8006131-33 IOOC 24' 0C 8005131--33 17-0 16' 0C 8005162-33 8' OG 24' 0C 800E62-33 8, 14' 0 16' OC 8005162-33 8, 24' 0C 8005200-43 le-0 16' OC 8005162-33 6, OC 24' 0C 8005200-43 2 METAL FRAMMG NOTES METAL FRAMING USED SHALL CONFORM TO THE SPEGFICATIONS CUTLMED IN THE GENERAL NOTES M ADDITION TO REQUIREMENTS NOTED HERE METAL FRAMING SHALL BE GALVANIZED UNLESS NOTED OTHERISE CONFORMING AS FOLLOWS 12,14,16 GAGE AVM A653, QUALITY SQUARE GRADE 50 CLASS 1 18, 20 GAGE ASTM A653, QUALITY SQUARE GRADE 33. 3, ALL STUDS AND STUD GROUPS SHALL BE LATERALLY SUPPORTED TO PREVENT WEAK AXIS BUCKLNG 8Y CONNECTING EACH FLANGE TO GYPSUM WALLBOARD PER ASTM C1280. WALLS WHICH HAVE SHEATHING CONNECTED ON ONE 5PE ONLY SHALL HAVE UNSHEATHED FLANGES LATERALLY SUPPORTED PER 16/55.11. SEE 18/55.11 FOR REQURED BRIDGING. 4, TRACK SECTIONS SHALL 8E UNFNNCHED WITH GAGE MATCHING STUDS BUT NOT LESS THAN 16 GAGE, AND HAVE AT LEAST 1' FLANGES UNLESS NO I t1J OTHERWISE SEE 15/55.11 FOR BOTTOM TRACK CONNECTIONS. 5. WELDING OF COLD -FORMED METAL FRAMING SHALL CONFORM TO AWS 0I3 AND SHALL BE PERFORMED BY WELDERS QIIALFED TO AO DI3 AND BY WELDERS QUAUFE'D TO PRODUCE THE SPECFED CLASSES OF WELD. 6, SCREWS TO BE ►8 SIZE UNLESS NOTED OTHERWISE 1, WALL FRAMING: TWO STUDS MM11111 SHALL BE PROVIDED AT THE ENDS OF ALL WALLS AND AT EACH SPE OF ALL OPENINGS UNLESS NOTED OTHERWISE SEE 5/55.11 AND FRAMING ELEVATION SHEETS FOR FRAMING OF EXTERIOR OPENNGS. SEEARCHRECTURAL FOR 555G AND DETAILING OF INTERIOR NON -BEARING WALLS. 8, TRACK CONNECTED TO CONCRETE OR STRUCTURAL STEEL SHALL BE FASTENED WITH DRIVE PINS UNLESS NOTED OTHERWISE SEE 15/55.1L architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com to $ � � Ret'd xiddleton 728 1341h Street 5W Suite 200 Everett, Washington 98204 Ph: 425 741-3800 www.reidmiddleton.com ©Copyright 2019 Reid Middleton, Inc. REVISION DATE 1 PERMIT RESPONSE 1/30/2019 Approved— .. Qafasultallts 1'ance Design: Drawn: Checked: Project No. TJP / BYM RLC / TJP PNC 262018.024 Issuance Drawing Title TYPICAL METAL FRAMING DETAILS Drawing Number RECEIVED CITY OF TUKWILA APR 01 2019 UJNERE ONE SIDE SHEATHED NTS L BRIDGING IS REQURED FOR LOADING APPLED BEFORE SHEATHING 15 ATTACHED TO 80114 FLANGES. BRIDGING PROVIDES RESISTANCE TO ROTATION CAUSED BY WIND LOADING AND RESISTANCE TO BOTH ROTATION AND MINOR AXIS BENDING CAUSED BY AXIAL LOADING_ 2 BRIDGING SHALL BE E1714ER WELDED OR SCREWED AS SHOWN TYPICAL BRIDGING DTAIL 1 NTS S, SEE DETAILS AT SURE -BOARD 514EAR WALLS WHERE THICKER GAGE STUDS MAY BE REQURED. METAL FRAMING SCHEDULE AND NOTES NTS IRMIT CENTER MECHANICAL ABBREVIATIONS 0 DIAMETER, PHASE FS FLOOR SINK RCP REFLECTED CEILING PLAN A AIR F/S/D COMBINATION FIRE SMOKE DAMPER RD ROOF DRAIN AAV AUTOMATIC AIR VENT FT FEET, FINNED TUBE REF REFERENCE, RETURN/EXHAUST FAN ABV ABOVE FOIC FURNISHED BY OWNER, INSTALLED BY CONTRACTOR REG REGISTER AC AIR CONDITIONING UNIT FV FACE VELOCITY REL RELIEF AD AREA DRAIN, ACCESS DOOR G GAS REQD REQUIRED ADA AMERICANS WITH DISABILITIES ACT GAL GALLON RET RETURN AFF ABOVE FINISHED FLOOR GALV GALVANIZED RF RETURN FAN AFUE ANNUAL FUEL UTILIZATION EFFICIENCY GC GENERAL CONTRACTOR RG RETURN GRILLE AHJ AUTHORITY HAVING JURISDICTION GFU GAS FIRED UNIT RH ROOF HOOD AHU AIR HANDLING UNIT GPD GALLONS PER DAY RLA RATED LOAD AMPS ALT ALTERNATE GPH GALLONS PER HOUR RM ROOM ALUM ALUMINUM GPM GALLONS PER MINUTE ROD ROOF OVERFLOW DRAIN AMB AMBIENT GPR GAS PRESSURE REGULATOR RPBA REDUCED PRESSURE BACKFLOW ASSEMBLY APD AIR PRESSURE DROP GR GRILLE RPBP REDUCED PRESSURE BACKFLOW PREVENTER APPROX APPROXIMATE GRD GRILLES. REGISTERS, AND DIFFUSERS RPM REVOLUTIONS PER MINUTE ARCH ARCHITECT GWH GAS WATER HEATER RTU ROOFTOP UNIT ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR-CONDITIONING ENGINEERS, INC. HB HD HOSE BIBB HEAD RV S. RELIEF VALVE STEAM ATM ATMOSPHERE HOR HORIZONTAL SA SUPPLY AIR B BOILER HP HEAT PUMP, HORSEPOWER SAD SUPPLY AIR DIFFUSER BDD BACKDRAFT DAMPER HR HOUR SAT SUPPLY AIR TEMPERATURE BF BELOW FLOOR HT HEIGHT SCH SCHEDULE BFF BELOW FINISHED FLOOR HTR HEATER SCHEM SCHEMATIC BHP BRAKE HORSEPOWER HVAC HEATING, VENTILATION & AIR CONDITIONING S/D SMOKE DAMPER BLDG BUILDING HW DOMESTIC HOT WATER SF SUPPLY FAN, SQUARE FOOT BLW BELOW HWC DOMESTIC HOT WATER CIRCULATING SG SUPPLY GRILLE BOD BOTTOM OF DUCT IAQ INDOOR AIR QUALITY SL REFRIGERANT SUCTION LINE BOP BOTTOM OF PIPE I.E. INVERT ELEVATION SMACNA SHEET METAL AND AIR CONDITIONING BOT BOTTOM IN INCH CONTRACTORS' NATIONAL ASSOCIATION, INC. BTUH BRITISH THERMAL UNIT PER HOUR INCL INCLUDING SP STATIC PRESSURE C CONDENSATE PIPING INT INTERNAL SPEC SPECIFICATION CA AIR COMPRESSOR KW KILOWATT SQ SQUARE CAP CAPACITY L LENGTH SS STAINLESS STEEL CD CEILING DIFFUSER LAT LEAVING AIR TEMPERATURE STD STANDARD CFH CUBIC FEET PER HOUR LAV LAVATORY STR STARTER, STRUCTURAL CFM CUBIC FEET PER MINUTE LB POUND SUCT SUCTION CL CENTER LINE LF LINEAR FEET SUP SUPPLY CLG CEILING LL REFRIGERANT LIQUID LINE TAB TESTING, ADJUSTING AND BALANCING CO CLEANOUT LRA LOCKED ROTOR AMPS TDH TOTAL DYNAMIC HEAD COMB COMBUSTION, COMBINATION LVG LEAVING TEMP TEMPERATURE CONN CONNECTION LVR LOUVER TG TRANSFER GRILLE COP COEFFICIENT OF PERFORMANCE LWT LEAVING WATER TEMPERATURE TOD TOP OF DUCT CP CONDENSATE PUMP MAT MIXED AIR TEMPERATURE TOF TOP OF FOOTING CU CONDENSING UNIT, CUBIC MAV MANUAL AIR VENT TOP TOP OF PIPE CV CHECK VALVE, CONSTANT VOLUME MAX MAXIMUM TP TOTAL PRESSURE CW DOMESTIC COLD WATER MBH THOUSANDS OF BTUH TPRV TEMPERATURE/PRESSURE RELIEF VALVE DB DRY BULB MCA MINIMUM CIRCUIT AMPACITY TSP TOTAL STATIC PRESSURE DDCV DOUBLE DETECTOR CHECK VALVE MECH MECHANICAL TSTAT THERMOSTAT DEPT DEPARTMENT MED MEDIUM TU TERMINAL UNIT DEG DEGREE MERV MINIMUM EFFICIENCY REPORTING VALUE TYP TYPICAL DF DRINKING FOUNTAIN MFR MANUFACTURER UH UNIT HEATER DFU DRAINAGE FIXTURE UNIT MIN MINIMUM UNOCC UNOCCUPIED DI DUCTILE IRON MISC MISCELLANEOUS URN URINAL DIA DIAMETER MOCP MAXIMUM OVERCURRENT PROTECTION V VENT, VOLTS DIAG DIAGRAM MPG MEDIUM PRESSURE GAS VAC VACUUM DIFF DIFFERENTIAL MTD MOUNTED VAV VARIABLE AIR VOLUME UNIT DIM DIMENSION MU MAKEUP WATER VB VACUUM BREAKER DN DOWN MUA MAKE-UP AIR VD VOLUME DAMPER DX DIRECT EXPANSION (N) NEW VEL VELOCITY DWG DRAWING NA NOT APPLICABLE VENT VENTILATION, VENTILATOR DWP DOMESTIC WATER PUMP NC NOISE CRITERIA, NORMALLY CLOSED VFD VARIABLE FREQUENCY DRIVE (E) EXISTING NEG NEGATIVE VTR VENT THRU ROOF EA EACH, EXHAUST AIR NO NORMALLY OPEN W WASTE, WATT, WIDTH EAT ENTERING AIR TEMPERATURE NO. NUMBER WI ECG EGGCRATE GRILLE NOM NOMINAL WB WET BULB EER ENERGY EFFICIENCY RATIO NP NON -POTABLE WC WATER CLOSET EF EXHAUST FAN NPCW NON -POTABLE COLD WATER WCO WALL CLEANOUT EFF EFFICIENCY NPHW NON -POTABLE HOT WATER WH WATER HEATER EG EXHAUST GRILLE NPHWC NON -POTABLE HOT WATER CIRCULATING WM WATER METER EJ EXPANSION JOINT NPW NON -POTABLE WATER W/O WITHOUT ELEC ELECTRIC NTS NOT TO SCALE WPD WATER PRESSURE DROP ELEV ELEVATION OA OUTSIDE AIR WSEC WASHINGTON STATE ENERGY CODE EMCS ENERGY MANAGEMENT CONTROL SYSTEM OAT OUTSIDE AIR TEMPERATURE WSFU WATER SUPPLY FIXTURE UNIT ENT ENTERING OC ON CENTER WT WEIGHT EQUIP EQUIPMENT OCC OCCUPIED WTD WATER TEMPERATURE DROP ESP EXTERNAL STATIC PRESSURE OSA OUTSIDE AIR ET EXPANSION TANK OT OFF TOP TE TEMPERATURE SENSOR (CONTROLS DIAGRAM) ETC AND SO FORTH OV OUTLET VELOCITY DIAGRAM) EUH ELECTRIC UNIT HEATER P PRESSURE, PUMP 0 TEMPERATURE GAUGE (CONTROLS EVAP EVAPORATOR, EVAPORATIVE PD PRESSURE DROP pE PRESSURE SENSOR (CONTROLS DIAGRAM) EW EYE WASH PERF PERFORATED EWH ELECTRIC WATER HEATER PH PHASE PI PRESSURE GAUGE (CONTROLS DIAGRAM) EWT ENTERING WATER TEMPERATURE PIV POST INDICATOR VALVE EX EXHAUST POC POINT OF CONNECTION FS FLOW SWITCH (CONTROLS DIAGRAM) EXT EXTERIOR, EXTERNAL PR CONDENSATE PUMP RETURN °F DEGREES FAHRENHEIT PRESS PRESSURE FI FLOW METER (CONTROLS DIAGRAM) FC FLEXIBLE CONNECTOR PRV PRESSURE REDUCING VALVE SPA EMERGENCY SHUTOFF SWITCH FCO FLOOR CLEANOUT PSI POUNDS PER SQUARE INCH SC (CONTROLS DIAGRAM) FD FLOOR DRAIN PSIG POUNDS PER SQUARE INCH GAUGE F/D FIRE DAMPER PSIA POUNDS PER SQUARE INCH ABSOLUTE ST SPA TIMER (CONTROLS DIAGRAM) FOC FIRE DEPARTMENT CONNECTION PTRV PRESSURE/TEMPERATURE RELIEF VALVE FFD FUNNEL FLOOR DRAIN PU PUMP T ROOM TEMPERATURE SENSOR/THERMOSTAT FLA FULL LOAD AMPS PVC POLYVINYL CHLORIDE °G ROOM TEMPERATURE SENSOR/THERMOSTAT FLR FLOOR QTY QUANTITY WITH GUARD FLEX FLEXIBLE R REFRIGERANT PIPING � FP FIRE PROTECTION, FIRE PUMP RA RETURN AIR l.:/2 CARBON DIOXIDE (CO2) SENSOR FPM FEET PER MINUTE RAF RETURN/RELIEF AIR FAN CO CARBON MONOXIDE (CO) SENSOR FPS FEET PER SECOND RAG RETURN AIR GRILLE NOTES: OUTSIDE AIR INTAKE OPENING LOCATION REQUIREMENTS 1. INTAKE OPENINGS SHALL BE LOCATED A MINIMUM OF 20 FEET FROM LOT LINES OR BUILDING ON THE SAME LOT. WHERE OPENINGS FRONT ON A STREET OR PUBLIC WAY, THE DISTANCE SHALL BE MEASURED TO THE CENTERLINE OF THE STREET OR PUBLIC WAY. 2. MECHANICAL AND GRAVITY OUTDOOR AIR INTAKE OPENINGS SHALL BE LOCATED NOT LESS THAN 10 FEET HORIZONTALLY FROM ANY HAZARDOUS OR NOXIOUS CONTAMINANT SOURCE. EXCEPT AS NOTED IN ITEM 3. 3. INTAKE OPENINGS SHALL BE LOCATED NOT LESS THAN 3 FEET BELOW CONTAMINANT SOURCES WHERE SUCH OPENINGS ARE LOCATED WITHIN 10 FEET OF THE OPENING. 4. INTAKE OPENINGS ON STRUCTURES IN FLOOD HAZARD AREAS SHALL BE AT OR ABOVE DESIGN FLOOD LEVEL 5. ENVIRONMENTAL AIR (RELIEF AIR) SHALL BE A MINIMUM OF 3 FT FROM OPERABLE OPENINGS INTO BUILDING FOR ALL OCCUPANCIES OTHER THAN GROUP U AND 10 FEET FROM MECHANICAL AIR INTAKES. MECHANICAL LEGEND SYMBOL DESCRIPTION ' ' OR BALANCING VALVE COLD WATER (CW) 4 REDUCER -- -- --- HOT WATER (HW) STRAINER HOT WATER CIRC (HWC) UNION --- -'1,- WASTE OR SAN. SEWER PLUG VALVE - - - - VENT (V) PETE'S PLUG STORM --P-9 FLOW STATION ST GAS FLOW CONTROL VALVE G FIRE MAIN/FIRE SPRINKLER PIPING OR DRAIN VALVE W/HOSE CONNECTION OR HOSE BIBB F CONDENSATE PIPING BACKFLOW PREVENTER ASSEMBLY COND -I BFP 1- CHILLED WATER SUPPLY FLOOR DRAIN (FD) CWS CHILLED WATER RETURN 0 FLOOR & FUNNEL DRAIN (F&FD) CWR REFRIGERATION PIPING - SUCTION PIPE ANCHOR RS X REFRIGERATION PIPING - LIQUID PIPE GUIDE RL = HEATING WATER SUPPLY FLEXIBLE CONNECTION (PIPE) HWS -- HEATING WATER RETURN I AUTOMATIC/MANUAL AIR VENT (AAV, MAV) HWR PIPE DOWN 0 PRESSURE GAUGE <, PIPE UP THERMOMETER O1 .k. BRANCH - TOP, BOTTOM & SIDE CONNECTIONS EXPANSION JOINT _,} " 1.i CAP END OF PIPE II ,T S,-- EXPANSION LOOP FLOW DIRECTION 0 METER FLUSH CLEANOUT (FCO) OR SURFACE CLEANOUT (SCO) AS INDICATED I RPBPI REDUCED PRESSURE BACKFLOW PREVENTER o 11 CLEANOUT(CO)OR WALL. CLEANOUT (WCO) + SUPPLY AIR -DUCT UP JIB VENT THRU ROOF (VTR) EXHAUST/RETURN AIR - DUCT UP -1 + D4 GATE VALVE (GV) L-'<I Jj- OUTSIDE AIR DUCT UP DEG GLOBE VALVE L,",J + SUPPLY AIR - DUCT DOWN PRESSURE REDUCING VALVE (PRV) L-- '( + EXHAUST/RETURN AIR- DUCT DOWN CHECK VALVE (CV) OUTSIDE AIR DUCT DOWN N L--,2 I + TEMPERATURE AND OR PRESSURE RELIEF VALVE (T&PV) DUCT UP (ROUND) 6 BALL VALVE (BV) (`) + DUCT DOWN (ROUND) FREEZEPROOF WALL HYDRANT (FWH HOSE BIBB (HB) c FLEXIBLE DUCT GAS COCK VOLUME DAMPER (VD) TAQUASTAT 1iJ MOTORIZED DAMPER OR g PUMP I'(CFSD)-COMBINATION FIRE/SMOKE DAMPER CONDENSATE PUMP r20"x16" RECTANGULAR DUCT SIZE CALL OUT M 1 + RELIEF VALVE 20'76" F OVAL DUCT SIZE CALL OUT J. 4- T CIRCUIT SETTER 20"0 r ROUND DUCT SIZE CALL OUT 69 J J. TJ(' 2-WAY CONTROL VALVE BACKDRAFT DAMPER (BDD) R + 3-WAY CONTROL VALVE + III + FLEXIBLE CONNECTION (DUCT) A SOLENOID VALVE TURNING VANES (TV) j//////// DEMOLITION SCOPE OF WORK POINT OF CONNECTION MECHANICAL SHEET LIST: M0.01 MECHANICAL LEGEND, ABBREVIATIONS & SHEET LIST M0.02 MECHANICAL SCHEDULES M0.03 MECHANICAL SCHEDULES MO.04 MECHANICAL SCHEDULES M0.05 MECHANICAL SCHEDULES M0.06 MECHANICAL SCHEDULES MD1.01 UPPER/LOWER ATTIC DEMOLITION PLAN BUILDING A - SOUTH MD1.02 UPPER/LOWER ATTIC DEMOLITION PLAN - BUILDING A -CENTRAL MD1.03 UPPER/LOWER ATTIC DEMOLITION PLAN- BUILDING A - NORTH 1.04 MECHANICAL DEMOLITION - OVERALL ROOF PLAN - SOUTH MD1.0 MECHANICAL DEMOLITION - OVERALL ROOF PLAN - CENTRAL MD1.06 MECHANICAL DEMOLITION - OVERALL ROOF PLAN - NORTH MD1.07 MECHANICAL DEMOLITION PLAN - BUILDING C M1.01 FOUNDATION PLUMBING PLAN - BUILDING A M1.02 FOUNDATION PLUMBING PLAN - BUILDING B M2.01 FIRST FLOOR PLUMBING PLAN - BUILDING A M2.02 FIRST FLOOR PLUMBING PLAN - BUILDING B M2.03 SECOND FLOOR PLUMBING PLAN - BUILDING B M2.04 FIRST FLOOR VRF PIPING PLAN - BUILDING B M2.05 SECOND FLOOR VRF PIPING PLAN - BUILDING B M3.01 FIRST FLOOR HVAC PLAN - BUILDING A M3.02 FIRST FLOOR HVAC PLAN - BUILDING B M3.03 HVAC FLOOR PLAN - BUILDING C M3.04 SECOND FLOOR HVAC PLAN - BUILDING B M3.05 UPPER/LOWER ATTIC MECHANICAL PLAN - BUILDING A - SOUTH M3.06 UPPER/LOWER ATTIC MECHANICAL PLAN - BUILDING A - CENTRAL M3.07 UPPER/LOWER ATTIC MECHANICAL PLAN - BUILDING A - NORTH M3.08 MECHANICAL ROOF PLAN - BUILDING A - SOUTH M3.09 MECHANICAL ROOF PLAN - BUILDING A - NORTH M3.10 MECHANICAL ROOF. PLAN - BUILDING A M3.11 MECHANICAL ROOF PLAN - BUILDINGS M3.12 MECHANICAL ROOF PLAN - BUILDING C M4.01 PLUMBING ENLARGED PLANS AND DETAILS M4.02 BOILER ROOM DEMOLITION & NEW PLAN M5.01 PLUMBING WASTE AND VENT RISER DIAGRAM M5.02 PLUMBING DOMESTIC WATER RISER DIAGRAM M5.03 REFRIGERANT PIPING DIAGRAM BLDG. B CLASSROOM M6.01 MECHANICAL SECTIONS M8.01 DDC REFERENCE PLAN - FIRST FLOOR BUILDING A - SOUTH M8.02 DDC REFERENCE PLAN - FIRST FLOOR BUILDING A - NORTH M8.03 DDC REFERENCE PLAN - BUILDING D M8.04 ODC REFERENCE PLAN - SECOND FLOOR BUILDING A - SOUTH M8.05 DOC REFERENCE PLAN -SECOND FLOOR BUILDING A - NORTH M8.06 DDC REFERENCE PLAN - UPPER/LOWER ATTIC - SOUTH M8.07 DDC REFERENCE PLAN - UPPER/LOWER ATTIC -CENTRAL M8.08 DDC REFERENCE PLAN - UPPER/LOWER ATTIC - NORTH M9.01 MECHANICAL DETAILS M9.02 MECHANICAL DETAILS M9.03 MECHANICAL DETAILS M9.04 MECHANICAL DETAILS M9.05 MECHANICAL DETAILS M9.06 MECHANICAL DETAILS M9.07 MECHANICAL DETAILS EXISTING MECHANICAL 1. EXISTING MATERIALS THAT ARE REMOVED SHALL NOT BE REUSED IN NEW SYSTEMS, EXCEPT WHERE INDICATED AS BEING RELOCATED. 2. WHERE INDICATED, DUCTWORK AND PIPING OR PORTIONS OF DUCTWORK AND PIPING SHALL BE REUSED. REFER TO DRAWING PLANS FOR POINTS OF CONNECTIONS. 3. PROVIDE TEMPORARY SUPPORT OF EXISTING MECHANICAL SYSTEMS WHERE REQUIRED BY DEMOLITION OR ALTERATION OF EXISTING STRUCTURE DURING CONSTRUCTION. COORDINATE WITH GENERAL CONTRACTOR AND PROVIDE ALL NECESSARY PIPE, DUCT AND EQUIPMENT SUPPORTS AND HANGERS TO MAINTAIN INTEGRITY, SAFETY AND PROPER OPERATION OF EXISTING MECHANICAL SYSTEMS FOR THE DURATION OF THE WORK. (MOTORIZED) SHUTOFF DAMPER REQUIREMENTS 1. OUTSIDE AIR SUPPLY, EXHAUST OPENINGS, RELIEF OUTLETS, STAIRWAY AND SHAFT VENTS AND RETURN OPENINGS USED FOR AIRSIDE ECONOMIZER SHALL BE PROVIDED WITH CLASS I MOTORIZED DAMPERS IN ACCORDANCE WITH THE WASHINGTON STATE ENERGY CODE C403.2.4.3. CLASS I DAMPERS SHALL HAVE A MAXIMUM LEAKAGE RATE OF 4 CFM/SQ.FT. @ 1.0° W.C. SEE DRAWINGS FOR DAMPER LOCATIONS. NON-STRUCTURAL MECHANICAL COMPONENT NOTES 1. THE FOLLOWING ITEMS ARE TAKEN DIRECTLY FROM THE 2015 INTERNATIONAL BUILDING CODE AND FROM THE AMERICAN SOCIETY. OF CIVIL ENGINEERS (ASCE) STANDARD 7-05. THE CONTRACTOR SHALL REFER TO THE ABOVE FOR ADDITIONAL INFORMATION, EXCEPTIONS, AND FURTHER DESCRIPTIONS. THE CONTRACTOR SHALL ADHERE TO REQUIREMENTS AND AS SUCH, SHALL BE INCLUDED WITHIN BID. 2. 2015 IBC 1613.1 SCOPE: MECHANICAL NON-STRUCTURAL COMPONENTS THAT ARE PERMANENTLY ATTACHED TO STRUCTURES AND THEIR SUPPORTS AND ATTACHMENTS SHALL BE DESIGNED AND CONSTRUCTED TO RESIST THE EFFECTS OF EARTHQUAKE MOTIONS IN ACCORDANCE WITH ASCE 7, EXCLUDING CHAPTER 14 AND APPENDIX 11A. 3. 2015 IBC 1704.3, STATEMENT OF SPECIAL INSPECTIONS: WHERE SPECIAL INSPECTIONS OR TESTS ARE REQUIRED BY SECTION 1705, THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL PREPARE A STATEMENT OF SPECIAL INSPECTIONS IN ACCORDANCE WITH SECTION 1704.3.1: FOR SUBMITTAL BY THE APPLICANT IN ACCORDANCE WITH SECTION 1704.2.3. 4. 2015 IBC 1704.4, CONTRACTOR RESPONSIBILITY: EACH CONTRACTOR RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF A SEISMIC -FORCE -RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM, OR SEISMIC -RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT, 5. 2015 IBC 1705.12, SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE. SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE SHALL BE REQUIRED AS SPECIFIED IN SECTIONS 1705.12.1 THROUGH 1705.12.9. FIRE SPRINKLER GENERAL NOTES 1. FIRE SPRINKLER SYSTEM IS A PERFORMANCE SPECIFICATION, CONTRACTOR IS RESPONSIBLE FOR FULLY COMPLIANT SYSTEM DESIGN AND INSTALL. 2. DIAGRAMMATIC ROUTING OF CONCEALED PIPING IS FOR REFERENCE ONLY. FIRE SPRINKLER CONTRACTOR SHALL COORDINATE ROUTING WITH ALL OTHER TRADES AND SHALL PROVIDE PIPE OFFSETS AND COVERAGE AS REQUIRED. PIPING AND HEAD LOCATIONS SHALL NOT OBSTRUCT ACCESS TO MECHANICAL EQUIPMENT ABOVE CEILINGS. 3. PROVIDE SPRINKLER PROTECTION FOR ALL AREAS OF THE BUILDING INCLUDING VOID SPACES, CEILING SPACES, ATTIC SPACES, OVERHANGS, ETC. IN COMPLIANCE WITH NFPA 13 REQUIREMENTS. 4. SPRINKLER SYSTEM SHALL COMPLY WITH REQUIREMENTS OF NFPA 13, LOCAL CODES AND OR ORDINANCES AND THE AUTHORITY HAVING JURISDICTION (AHJ), CITY OF TUKWILA FIRE MARSHALL. 5. THE SPRINKLER CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES PRIOR TO INSTALLATION. ( APR 25 2019 HVAC WORK SHALL TAKE PRECEDENCE. SPRINKLER PIPING INSTALLED WITHOUT PROPER COORDINATII N SHALL BE SUBJECT TO REMOVAL AND REINSTALLATION AT NO COST TO THE OWNER. 6. THE FIRE SPRINKLER CONTRACTOR SHALL PROVIDE COMPLETE SHOP DRAWINGS AND HYDRAULIC City of Tukwila CALCULATIONS TO THE ARCHITECT AND ENGINEER FOR REVIEW AND APPROVAL PRIOR TO SUBMITTING - THE AUTHORITY HAVING JURISDICTION (AHJ). BUILDING DIVISION 7. ALL SPRINKLER PIPING THAT IS INDICATED AS EXPOSED SHALL BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION. THERE SHALL BE NO EXPOSED PIPING IN OCCUPIED FINISHED SPACES UNLESS APPROVED BY THE ARCHITECT. EXPOSED PIPING THAT HAS BEEN INSTALLED WITHOUT PRIOR APPROVAL SHALL BE SUBJECT TO REMOVAL AND REINSTALLATION AT NO COST TO THE OWNER. 8. PROVIDE SEISMIC FLEXIBLE CONNECTIONS TO PIPING AND SPRINKLER HEADS IN CEILINGS. 9. MAINTAIN FIRE AND SMOKE RATINGS OF ALL WALLS AND ASSEMBLIES. 10. SEE DIVISION 21 SPECIFICATIONS FOR ALL PRODUCT, DESIGN AND INSTALLATION REQUIREMENTS RESPECT TO THE FIRE PROTECTION SYSTEM. REVIEWED FOR CODE COMPLIANCE APPROVED rollucia architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409.7315 Phone:253.472.3300 www.treswest.com J 0 0 ctU'^ VJ - W J J 0 00 0 Hct WC/} Z �<o o0 I- VJ REVISION DATE Design: Drawn: Checked: Project No. RSH RSH DMM 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title MECHANICAL LEGEND, ABBREVIATIONS & RpQg4T DRAWING INDEX gp�,9,IT 19 n cfr Alk.1 D RECEIVED CITY OF TUKWILA NUV 02 2018 Number PERMIT CENTER MINIMUM PIPE INSULATION THICKNESS (thickness in inches) FLUID OPERATING INSULATION CONDUCTIVITY NOMINAL PIPE OR TUBE SIZE (inches) TEMPERATURE RANGE AND USAGE (F") CONDUCTIVITY Btu - In./(h - ft2 - F°) MEAN RATING TEMPERATURE,F° <1 1TO<1-1/2 1-1/2 TO<4 4TO<8 <8 REMARKS > 350 0.32 - 0.34 250 4.5 5.0 5.0 5.0 5.0 SEE NOTES 251 - 350 0.29 - 0.32 200 3.0 4.0 4.5 4.5 4.5 201 - 250 0.27 - 0.30 150 2.5 2.5 2.5 3.0 3.0 141 -200 0.25-0.29 125 1.5 1.5 2.0 2.0 2.0 105- 140 0.21 -0.28 100 1.0 1.0 1.5 1.5 1.5 40 - 60 0.21 - 0.27 75 0.5 0.5 1.0 1.0 1.0 <40 0.20-0.26 50 0.5 1.0 1.0 1.0 1.5 NOTES: 1. FOR PIPING SMALLER THAN 1-1/2" (38 MM) AND LOCATED IN PARTITIONS WITHIN CONDITIONED SPACES, REDUCTION OF THESE THICKNESSES BY 1 INCH (25 MM) SHALL BE PERMITTED (BEFORE THICKNESS ADJUSTMENT REQUIRED IN FOOTNOTE 2) BUT NOT TO A THICKNESS LESS THAN 1 INCH (25 MM). 2. FOR INSULATION OUTSIDE THE STATED CONDUCTIVITY RANGE, THE MINIMUM THICKNESS (T) SHALL BE DETERMINED AS FOLLOWS: T = R {(1 + t/r) Kk - 1) WHERE: T = MINIMUM INSULATION THICKNESS, r = ACTUAL OUTSIDE RADIUS OF PIPE, t= INSULATION THICKNESS LISTED IN TABLE 502.2.8 FOR APPLICABLE FLUID TEMPERATURE AND PIPE SIZE, K = CONDUCTIVITY OF ALTERNATE MATERIAL AT MEAN RATING TEMPERATURE INDICATED FOR THE APPLICABLE FLUID TEMPERATURE (Btu x in./h x ft2 x F") AND, k =THE UPPER VALUE OF THE CONDUCTIVITY RANGE LISTED IN THE TABLE FOR THE APPLICABLE FLUID TEMPERATURE. 3. FOR DIRECT -BURIED HEATING AND HOT WATER SYSTEM PIPING, REDUCTION OF THESE THICKNESSES BY 1-1/2 INCHES (38 MM) SHALL BE PERMITTED (BEFORE THICKNESS ADJUSTMENT REQUIRED IN FOOTNOTE 2) BUT NOT TO A THICKNESS LESS THAN 1 INCH (25 MM). ENERGY EFFICIENT ELECTRIC MOTORS MINIMUM NOMINAL FULL -LOAD EFFICIENCY SCHEDULE MOTOR HP MINIMUM NOMINAL FULL -LOAD EFFICIENCIES (%) NOTES OPEN MOTORS ENCLOSED MOTORS NUMBER POLES 2 4 6 2 4 6 1 NOMINAL EFFICIENCIES SHALL BE ESTABLISHED IN ACCORDANCE WITH NEMA STANDARD MG1. 2. DESIGNS A AND ARE NATIONAL ELECTRIC MANUFACTURERS ASSOCIATION (NEMA)DESIGN CLASS. 3. DESIGNATIONS FOR FIXED FREQUENCY SMALL AND MEDIUM AC SQUIRREL -CAGE INDUCTION MOTORS.. SYNCHRONOUS SPEED (RPM) 3600 1800 1200 3600 1800 1200 1.0 77.0 85.5 82.5 77.0 85.5 82.5 1.5 84.0 86.5 86.5 84.0 86.5 87.5 2.0 85.5 86.5 87.5 85.5 86.5 88.5 3.0 85.5 89.5 88.5 86.5 89.5 89.5 5.0 86.5 89.5 89.5 88.5 89.5 89,5 7.5 88.5 91.0 90.2 89.5 91.7 91.0 10.0 89.5 91.7 91.7 90.2 91.7 91.0 15.0 90.2 93.0 91.7 91.0 92.4 91.7 20.0 91.0 93.0 92.4 91.0 93.0 91.7 25.0 91.7 93.6 93.0 91.7 93.6 93.0 DUCT CONSTRUCTION SCHEDULE DUCT LOCATION DUCT TYPE DUCT SERVICE PRESSURE CLASS IN MIN SMACNA SEAL CLASS DUCT MATERIAL REMARKS OUTDOOR EXHAUST EXHAUST FANS 2 C GA AIR HANDLING UNITS 2 C GA UNCONDITIONED SUPPLY FAN COIL, FURNACES, HEAT PUMPS AND TERMINAL UNITS 2 B GA CONSTANT VOLUME AIR HANDLING UNITS 2 B GA VARIABLE VOLUME AIR HANDLING UNITS 4 A GA RETURN FAN COIL FURNACES, HEAT PUMPS AND TERMINAL UNITS 2 B GA AIR HANDLING UNITS 2 B GA EXHAUST EXHAUST FANS 2 C GA AIR HANDLING UNITS 2 C GA COMMERCIAL KITCHEN HOODS 4 A SS DISHWASHER HOODS 3 B SS OUTDOOR AIR FAN COIL, FURNACES, HEAT PUMPS AND TERMINAL UNITS 2 C GA AIR HANDLING UNITS 2 2 C C GA CA CONDITIONED SUPPLY FAN COIL, FURNACES, HEAT PUMPS AND TERMINAL UNITS 2 C GA CONSTANT VOLUME AIR HANDLING UNITS 2 C GA VARIABLE VOLUME AIR HANDLING UNITS 4 A GA RETURN FAN COIL, FURNACES, HEAT PUMPS AND TERMINAL UNITS 2 C GA AIR HANDLING UNITS 2 C GA EXHAUST EXHAUST FANS 2 B GA AIR HANDLING UNITS 2 8 GA COMMERCIAL KITCHEN HOODS 4 A SS DISHWASHER HOODS 3 B SS OUTDOOR AIR FAN COIL, FURNACES, HEAT PUMPS AND TERMINAL UNITS 2 C GA AIR HANDLING UNITS 2 C GA DUCT SYSTEMS INSULATION SCHEDULE - CLIMATE ZONE 4 LOCATION OF DUCT DUCT SYSTEM TYPE DUCT CONFIGURATION INSULATION TYPE MINIMUM R-VALUE, INSULATION THICKNESS REMARKS DUCT NOT WITHIN CONDITIONED SPACE SUPPLY, RETURN, EXHAUST MIXED, OUTSIDE, AND TRANSFER AIR DUCTS RECTANGULAR - EXPOSED RIGID BOARD R-7, 1 LAYER, 2 INCH THICK RECTANGULAR - CONCEALED DUCT WRAP R-7, 1 LAYER, 3 INCH THICK ROUND AND OVAL DUCT WRAP R-7, 1 LAYER, 3 INCH THICK DUCT WITHIN CONDITIONED SPACE SUPPLY, RETURN, EXHAUST GENERATOR EXHAUST, RELIEF AND TRANSFER AIR DUCTS RECTANGULAR- EXPOSED RIGID BOARD R-3.3, 1 INCH THICK RECTANGULAR - CONCEALED DUCT WRAP R-3.3, 1 LAYER, 1-1/2 INCH THICK ROUND AND OVAL DUCT WRAP R-3.3, 1 LAYER, 1-1/2 INCH THICK MIXED AND OUTSIDE AIR DUCTS RECTANGULAR - EXPOSED RIGID BOARD R-7, 1 LAYER, 2 INCH THICK RECTANGULAR - CONCEALED DUCT WRAP R-7, 1 LAYER, 3 INCH THICK ROUND AND OVAL DUCT WRAP R-7, 1 LAYER, 3 INCH THICK DUCTS AND PLENUMS WITHIN CONDITIONED SPACE FUNCTIONING AS PART OF BUILDING ENVELOPE ALL DUCT TYPES RECTANGULAR RIGID BOARD R-VALUE EQUAL TO BUILDING ENVELOPE, THICKNESS AS REQ. ROUND AND OVAL DUCT WRAP R-VALUE EQUAL TO BUILDING ENVELOPE, THICKNESS AS REQ. NOTES: 1. INSULATE OUTSIDE, EXHAUST, AND RELIEF AIR DUCTS FROM BUILDING ENVELOPE TO BACKDRAFT/MOTORIZED DAMPER WITH R-VALUE EQUAL TO BUILDING ENVELOPE THICKNESS. 2. REQUIREMENTS APPLY TO THE DUCT TYPE LISTED, WHETHER HEATED OR MECHANICALLY COOLED DUCTS REQUIRING INSULATION SHALL HAVE A VAPOR RETARDER, WITH A PERM RATING NOT GREATER THAN 0.5 AND ALL JOINTS SEALED. 3. R-3.3; 1.0 INCH TO 3.0 LB/FT3 DUCT LINER, MINERAL OR GLASS FIBER BLANKET OF EQUIVALENT TO PROVIDE AND INSTALLED TOTAL THERMAL RESISTANCE OF AT LEAST R-3.3. 4. R-5.3; 2.0 INCH 0.75LB/FT3 MINERAL OR GLASS FIBER BLANKET, 1.5 INCH 1.5 TO 3.0 LB/FT3 DUCT LINER, MINERAL OR GLASS FIBER BLANKET, 1.5 INCH 3.0 TO 7.0 LB/FT3 MINERAL OR GLASS FIBER BOARD OR EQUIVALENT TO PROVIDE AN INSTALLED TOTAL THERMAL RESISTANCE OF AT LEST R-5.3. 5. R-7; 3.0 INCH 0.75L8/FT3 MINERAL OR GLASS FIBER BLANKET, 2.0 INCH 1.5 TO 3.0 LB/FT3 DUCT LINER, MINERAL OR GLASS FIBER BLANKET, 2.0 INCH 3.0 TO 7.0 LB/FT3 MINERAL OR GLASS FIBER BOARD OR EQUIVALENT TO PROVIDE AN INSTALLED TOTAL THERMAL RESISTANCE OF AT LEAST R-7. MECHANICAL GENERAL NOTES: 1. STANDARD CURRENT TRADE PRACTICES & METHODS APPLY. TO THIS PROJECT. ALL WORK IS TO MEET REQUIREMENTS OF ALL CURRENT CODE & LOCAL JURISDICTIONAL REQUIREMENTS AND AMENDMENTS. THESE CODES INCLUDE BUT ARE NOT LIMITED TO WASHINGTON STATE ENERGY CODE, INTERNATIONAL MECHANICAL CODE, INTERNATIONAL BUILDING CODE, UNIFORM PLUMBING CODE, NFPA, INTERNATIONAL FIRE CODE, & LOCAL JURISDICTIONAL REQUIREMENTS. COMPLY WITH ALL MANUFACTURER'S REQUIREMENTS. COORDINATE WITH OWNER'S REPRESENTATIVE FOR ANY VARIANCES. 2. DRAWINGS ARE DIAGRAMMATIC ONLY & NOT INTENDED TO SHOW ALL DETAILS OF THE WORK. VERIFY LOCATION & MEASUREMENTS OF ALL ITEMS ON THE JOB SITE PRIOR TO INSTALLATION. CONTRACTOR SHALL PROVIDE ALL OFFSETS & ADDITIONAL DUCTWORK & PIPING AS NECESSARY TO AVOID STRUCTURAL ELEMENTS ON THE PROJECT. CONTRACTOR SHALL PRODUCE SHOP DRAWINGS & COORDINATE WITH OTHER TRADES. THERE SHALL BE NO ADDITIONAL COST TO THE OWNER FOR THIS COORDINATION OR FOR EXTRA MATERIAL REQUIRED IN ORDER TO ACCOMPLISH THIS TASK. 3. PROVIDE COMPLETE & FULLY -OPERATING SYSTEMS. 4. COORDINATE LOCATIONS OF ALL EQUIPMENT & APPURTENANCES WITH OTHER TRADES. 5. ALL EQUIPMENT SHALL BE REGULARLY CATALOGED ITEMS OF THE MANUFACTURER & SHALL BE SUPPLIED AS A COMPLETE UNIT IN ACCORDANCE WITH THE MANUFACTURER'S STANDARD SPECIFICATIONS. ANY OPTIONAL ITEMS REQUIRED FOR PROPER INSTALLATION SHALL BE INCLUDED UNLESS OTHERWISE NOTED. 6. ANY CUTTING, PATCHING & PAINTING OF BUILDING ELEMENTS & FINISHED SURFACES IS TO BE DONE BY THE GENERAL CONTRACTOR. 7. ALL APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL BE SECURELY FASTENED IN PLACE. 8. ALL EQUIPMENT SHALL BE LABELED PER PLANS & THE REQUIREMENTS OF THE SPECIFICATIONS. 9. RATING OF ACCESS DOORS AND/OR ACCESS PANELS THROUGH FIRE -RATED WALLS, SHAFTS, CEILINGS, ETC., MUST EQUAL THE FIRE RATING OF THE MATERIAL PENETRATED. 10. CAULK & FLASH ALL PENETRATIONS PER CODE. 11. ADJUSTING & BALANCING: ADJUST EACH PART OF SYSTEM TO ENSURE PROPER FUNCTIONING OF ALL CONTROLS & SPECIFIED AIR DISTRIBUTION. LEAVE ENTIRE SYSTEM IN OPERATING CONDITION. 12. PROVIDE OPERATING & MAINTENANCE MANUALS (O&MS), RECORD DRAWINGS, & OWNER TRAINING. 13. PROVIDE NATIONAL ELECTRICAL CODE (NEC) MINIMUM WORKING CLEARANCE IN FRONT OF ANY ELECTRICAL PANEL, INCLUDING PANELS ON EQUIPMENT. RE-ROUTE OR OFFSET PIPING AND/OR DUCTWORK AS REQUIRED. SEE NEC SECTION 110.26 FOR CLEARANCE MINIMUMS. 14. DOMESTIC HOT WATER CIRCULATORS SHALL BE CONTROLLED BY AN AQUASTAT, & SHALL SHUT DOWN WHEN WATER TEMPERATURE IS AT SETPOINT. DOMESTIC HOT WATER CIRCULATION SHALL HAVE SHUT-OFF CAPACITY BASED ON OCCUPANCY AND PERIODS OF DEMAND. 15. DOMESTIC PIPING SHALL BE INSULATED IN ACCORDANCE WITH THE WASHINGTON STATE ENERGY CODE. DOMESTIC HOT WATER PIPE INSULATION SHALL BE K=0.24, 1" THICK, EXCEPT RUNOUTS UP TO 12' SHALL BE 1/2"THICK. DOMESTIC COLD WATER PIPE INSULATION SHALL BE K=0.24, 1" THICK FOR PIPING LARGER THAN 1", & 1/2" THICK FOR PIPING 1" & LESS & RUNOUTS LESS THAN 2" DIAMETER UP TO 12'. INCREASE THICKNESS BY 1/2" FOR PIPING EXPOSED DIRECTLY TO OUTDOOR CONDITIONS. 16. HEAT -TRACED SYSTEMS SHALL MEET THE INSULATION THICKNESS REQUIREMENTS OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. UNTRACED PIPING WITHIN A HEAT -TRACED SYSTEM SHALL BE INSULATED WITH NOT LESS THAN 1" OF INSULATION. 17. SERVICE WATER PIPING INSULATION CONDUCTIVITY IS NOT TO EXCEED 0.27 BTU PER INCHtH`SQ.FT`DEGREE F. INSULATION THICKNESS SHALL BE PER TABLE C403.2.9. 18. PROTECT PIPING INSULATION PER REQUIREMENTS OF SECTION (22 07 00) & WSEC C403.2.9.1 19. PROVIDE COMMISSIONING OF THE MECHANICAL SYSTEM IN ACCORDANCE WITH C408. PROVIDE COMMISSIONING PLAN IN ACCORDANCE WITH C408.1.2. PROVIDE FUNCTIONAL TESTING CRITERIA INCLUDING SEQUENCE OF OPERATION, NEW AND EXISTING TO REMAIN INTERFACE & TEST PROCEDURES PER WASHINGTON STATE ENERGY CODE. SEE SPECIFICATIONS FOR SPECIFIC EQUIPMENT TESTING REQUIREMENTS. ITEMS TO BE COMMISSIONED ARE: CONTROL SYSTEMS, AIR HANDLERS, EXHAUST FANS, PUMPS, CONDENSING UNITS, DOAS UNITS, MAKE-UP AIR UNITS, BOILERS, AND WATER HEATERS. PROVIDE PRELIMINARY AND FINAL COMMISSIONING REPORTS. SUBMIT FIGURE C408.1.2.1 COMPLIANCE CHECKLIST FROM WASHINGTON STATE ENERGY CODE TO AUTHORITY HAVING JURISDICTION UPON COMPLETION OF PRELIMINARY COMMISSIONING REPORT. PROVIDE CLOSEOUT DOCUMENTS IN COMPLIANCE WITH C103.6. ALL COMMISSIONING REPORTS SHALL BE COMPLETED BY A COMMISSIONING PROFESSIONAL AND SHALL BE COMPLETED PRIOR TO FINAL MECHANICAL INSPECTION. 20. PROVIDE AIR SYSTEM BALANCING DEVICES, INCLUDING VOLUME DAMPERS, AND ZONE DAMPERS ON TERMINALS AS SHOWN ON PLANS. AIR SYSTEMS SHALL BE BALANCED 50 AS TO FIRST MINIMIZE THROTTLING LOSSES, THEN ADJUSTED TO MEET DESIGN FLOW CONDITIONS. 21. PROVIDE WATER SYSTEM BALANCING DEVICES, INCLUDING ISOLATION VALVES, BALANCING VALVES, AND FLOW MEASURING DEVICES AS SHOWN ON PLANS. HYDRONIC SYSTEMS SHALL BE BALANCED SO AS TO FIRST MINIMIZE THROTTLING LOSSES, THEN ADJUSTED TO MEET DESIGN FLOW CONDITIONS 22. CEILING FANS, EQUIPMENT, DIFFUSERS, & GRILLES SHALL BE COORDINATED WITH PLACEMENT OF LIGHT FIXTURES. 23. VENTILATION SHALL BE PROVIDED PER IMC CHAPTER 4. MECHANICALLY VENTILATED SYSTEMS SHALL BE CAPABLE OF REDUCING THE OUTDOOR AIR SUPPLY TO THE MINIMUM REQUIRED BY CHAPTER 4 OF THE IMC. SYSTEMS HAVE BEEN CONFIGURED TO NOT EXCEED 150% OF IMC REQUIREMENTS. 24. PROVIDE COMBINATION FIRE & SMOKE DAMPERS (CFSD) AND/OR FIRE DAMPERS WHERE NOTED ON DRAWINGS. 25. TEMPERATURE CONTROLS SHALL BE MINIMUM OF 7-DAY PROGRAMMABLE TYPE PROVIDING SETPOINT TEMPERATURES, NIGHT SETBACK, MANUAL OVERRIDE, & MINIMUM 5-DEGREE DEADBAND. CONTROLS SHALL ALLOW FOR OPTIMUM START. 26. SEAL & TEST ALL DUCTWORK AS REQUIRED PER IMC, WSEC C403.2.8.3 LEAKAGE REQUIREMENTS, & IBC VAPOR RETARDER REQUIREMENTS. DUCTWORK DESIGN PRESSURE IS 2". 27. ALL SHEET METAL DUCTWORK SHALL BE INSULATED IN ACCORDANCE WITH THE WASHINGTON STATE ENERGY CODE. CONCEALED DUCTWORK LOCATED WITHIN THE CONDITIONED SPACE SHALL BE INSULATED WITH A MINIMUM OF R-3.3. DUCTWORK LOCATED IN UNCONDITIONED SPACES SHALL BE INSULATED WITH A MINIMUM OF R-6. WHERE LOCATED OUTSIDE OF THE BUILDING, DUCTWORK SHALL BE INSULATED WITH A MINIMUM OF R-8. 28. SOUND -LINE ALL SUPPLY, RETURN, OR EXHAUST DUCT WITHIN 10' OF FANS UNLESS NOTED OTHERWISE. 29. ALL SHEET METAL PRODUCTS SHALL COMPLY WITH SMACNA DUCT CONSTRUCTION STANDARDS, CURRENT EDITION. 30. ALL RECTANGULAR DUCTWORK SIZES SHOWN ARE GALVANIZED SHEET METAL UNLESS NOTED OTHERWISE. ROUND DUCT SHALL BE SHEET METAL. PROVIDE TURNING VANES IN ALL ROUND 2-PIECE AND RECTANGULAR 90 DEGREE ELBOWS. 31. ALL DUCT SIZES SHOWN ARE CLEAR INSIDE DIMENSIONS. 32. WHERE FLEXIBLE DUCT IS SHOWN AT GRILLES, REGISTERS, AND DIFFUSERS, PROVIDE 6' MAXIMUM LENGTH OF FLEXIBLE DUCT. 33. PROVIDE FLEXIBLE CONNECTORS AT DUCT CONNECTIONS TO ALL AIR HANDLING EQUIPMENT. 34. SUPPORT FOR SUSPENDED EQUIPMENT SHALL INCLUDE APPURTENANCES AS NOTED IN ASHRAE AND REQUIRED IN CODE FOR SEISMIC/SWAY BRACING. 35. PROVIDE VOLUME DAMPERS AT ALL GRILLES, REGISTERS, & DIFFUSERS EVEN IF NOT INDICATED ON PLANS. 36. MOTORIZED DAMPERS SHALL BE CLASS 1 AND HAVE A MAXIMUM LEAKAGE RATE OF 4 CFM/SQUARE FOOT AT 1.0" W.G. 37. DDC SYSTEM SHALL HAVE CENTRAL AND ZONE LEVEL CONTROLS, CONTROL POINTS SHALL BE AS REQUIRED FOR THE SEQUENCE OF OPERATIONS. SYSTEM SHALL TREND ALL POINTS AND UTILIZE A DEMAND RESPONSE TO ADJUST SETPOINT. 38. SERVICE WATER -HEATING EQUIPMENT SHALL BE PROVIDED WITH CONTROLS TO ALLOW A SETPOINT OF 140°F. THE OUTLET TEMPERATURE OF LAVATORIES IN PUBLIC FACILITY REST ROOMS SHALL BE LIMITED TO 110°F. DDC CONTROLS SHALL LIMIT THE OPERATION OF THE CIRCULATION PUMPS AT THE END OF EACH HEATING CYCLE TO A MAXIMUM OF 5 MINUTES. HOT WATER SERVICE PIPING SHALL EXTEND TO WITHIN 24" OF PUBLIC LAVATORIES. SIZING AND ROUTING LENGTHS FOR ALL OTHER FIXTURES SHALL BE IN ACCORDANCE WITH TABLE C404.3.1. 39. SERVICE WATER HEATING; ALL SERVICE WATER HEATING EQUIPMENT SHALL BE MONITORED IN ACCORDANCE WITH WSEC C409.3.2. 40. PROVIDE INTEGRATED ECONOMIZER CONTROL IN ACCORDANCE WITH WSEC C403.3.1.1. 41. PROVIDE HVAC EQUIPMENT METERING FOR ALL EQUIPMENT IN ACCORDANCE WITH WSEC C409.3.1. 42. ALL COMPLEX SYSTEMS EQUIPPED WITH DDC SYSTEMS AND ALL BUILDINGS WITH TOTAL COOLING CAPACITY EXCEEDING 780,000 BTUH SHALL HAVE ALL INPUT AND OUTPUT POINTS ACCESSIBLE FOR TRENDING, AND SHALL INCLUDE A GRAPHIC TRENDING PACKAGE. SYSTEM SHALL INCLUDE DEMAND RESPONSE SETPOINT ADJUSTMENT AS NOTED IN WSEC C403.2.4.10. 43. REFERENCE BUILDING HVAC LOAD CALCULATIONS FOR EQUIPMENT CAPACITIES. NO HUMIDIFICATION PROVIDED. NO SIMULTANEOUS HEATING/COOLING ALLOWED. 44. CONTROLS SHALL CLOSE ALL OSA & EXHAUST DAMPERS WHEN EQUIPMENT IS NOT RUNNING IN COMPLIANCE WITH C403.2.4.3 45. FAN COIL UNITS DO NOT PROVIDE OUTSIDE AIR AND SHALL ONLY OPERATE UNDER A CALL FOR HEATING AND OR COOLING. ALL OCCUPIED SPACES ARE SERVED BY A DOAS SYSTEM. 46. CONTROLS SHALL INTERLOCK UNITS SERVING ADJACENT AREAS CONNECTED BY PERMANENT OPENINGS GREATER THAN 10% OF FLOOR AREA, HALLWAYS, ETC., SUCH THAT THEY ARE IN THE SAME TEMPERATURE MODE, I.E., HEATING AND OR COOLING. 47. CONTROLS SHALL BE CONFIGURED TO PROVIDE AUTOMATIC SEQUENCING OF THE BOILERS IN ACCORDANCE WITH C403.4.2 AS THE HYDRONIC HEATING SYSTEM IS COMPRISED OF MULTIPLE PACKAGED BOILERS DESIGNED TO DELIVER CONDITIONED WATER INTO A COMMON DISTRIBUTION SYSTEM. 48. DEMOLITION: 48.1. TAKE CAUTION IN DEMOLITION OF MECHANICAL EQUIPMENT. 48.2. CONTRACTOR SHALL REMOVE ALL PIPING, DUCTWORK, AND EQUIPMENT INDICATED ON DRAWINGS INCLUDING ALL ASSOCIATED INSULATION, HANGERS, VALVES, PLENUM WALLS, DAMPERS, WIREMOLD, WIRING, CONTROLS, AND APPURTENANCES ASSOCIATED WITH EACH PIECE OF EQUIPMENT. 48.3. EXISTING CONTROL PATHWAYS MAY BE RE -USED. COORDINATE CONTROLS DEMO WORK PRIOR TO DEMOLITION. REMOVE ALL EXISTING THERMOSTATS SHOWN ON THE DRAWINGS ALONG WITH ASSOCIATED WIRING AND RACEWAYS. 48.4. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT OF EXISTING MECHANICAL EQUIPMENT WHERE REQUIRED BY DEMOLITION OR ALTERATION OF EXISTING STRUCTURE DURING CONSTRUCTION. COORDINATE WITH GC AND PROVIDE NECESSARY SUPPORTS AND HANGERS TO MAINTAIN INTEGRITY, SAFETY AND PROPER OPERATION OF EXISTING MECHANICAL SYSTEMS. 49. DEFERRED PERMIT SUBMITTALS (TO BE PROVIDED BY CONTRACTOR): 49.1. SEISMIC DESIGN/CALCULATIONS FOR MECHANICAL SYSTEMS. 49.2. FIRE SPRINKLER SYSTEM. WATER HAMMER ARRESTOR SIZING SCHEDULE (BELLOWS) MARK FIXTURE UNITS SIZE HYDROTROL MODEL NUMBER REMARKS At 1-11 3/4" 5005 I "2 1 12-32 1" 5010 A3 33-60 1" 5020 I A4 i 61-113 1" 5030 I A5 l 114-154 1" 5040 NOTES: RUNOUTS TO LAST FIXTURE SHALL NOT BE SMALLER THAN SIZE REQUIRED FOR ARRESTERS CW MAIN HW MAIN TO FIXTURES WATER HAMMER ARRESTERS, VIA ACCESS PANEL ISOLATION VALVES PIPING TO LAST FIXTURE NOTE: USE TABLE 10-1 UNIFORM PLUMBING CODE FOR FIXTURE UNITS, FOR SIZING WATER HAMMER ARRESTERS NOTES: 1. WATER HAMMER TYPE SHALL BE BELLOWS OR PISTON. 2. PROVIDE ISOLATION VALVES AT EACH WHA AS SHOWN. WATER HAMMER ARRESTER DIAGRAM SCALE: NONE TABLE C404.3.1 - PIPING VOLUME & MAXIMUM PIPE LENGTHS NOMINAL PIPE SIZE (INCHES) VOLUME (LIQUID OUNCES PER FOOT LENGTH) MAXIMUM PIP LENGTH REMARKS PUBLIC LAV FAUCETS OTHER FIXTURES/APPLIANCES 1/4" 0.33 6.0 50.0 5/16" 0.50 4.0 50.0 3/8" 0.75 3.0 50.0 1/2" 1.50 2.0 - 43.0 5/8" 2.00 1.0 32.0 3/4" 3.00 0.5 21.0 7/8" 4.00 0.5 16.0 1" 5.00 0.5 13.0 1-1/4" 8.00 0.5 8.0 1-1/2" 11.00 0.5 6.0 RGV 2" 18.00 0.5 4.0 MODE A^ NOTES: A' • rl EWED FOR COMPLIANCE PROVED R 2 5 2019 of Tukwila BUILDING DIVISION TRAP PRIMER SCHEDULE TAG MAKE/MODEL OUTLETS (#) PIPE CONNECTIONS ELEC REMARKS INLET OUTLETS V/H TP- 4, TP- 8, TP-12 & TP-16 PPP, PRIME -TIME 4 -16 3/4" 1/2" 120/1 SEE NOTES NOTES: 1. ELECTRONIC TRAP PRIMER MANIFOLD. COORDINATE FINAL LOCATION WITH DIVISION 26. 2. SURFACE MOUNT ON MASONRY WALLS, RECESS MOUNT AT ALL LOCATIONS UNLESS NOTED OTHERWISE. - µ fl CITY N ipis CE!VEf 3F 1 UKWILA iv0220118 rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com lf4.44_11‘ TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409.7315 Phone: 253.472.3300 www.treswest.com (- O 0o _ U VJ J J a O a 0 rt VJ W (/) Q O 0a H CO I- 0 F W W 0IY2nO rn lij O I- �O M O W co 0 (A O Q) OD O C< 0 S<r g2{ U V N�>6ia) N ��-I��o0.Y COY. J� ccoo35 =ccoo=W e( "G -O Fv I-I-LL REVISION `DATE Design: Drawn: Checked: Project No. RSH RSH DMM 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title MECHANICAL GENERAL NOTES & SCHEDULES rawing Number PERMIT CENTER rolluda architects PLUMBING FIXTURE SCHEDULE ID/NO FIXTURE MANUFACTURER/MODEL NUMBERS PLUMBING CONNECTIONS REMARKS WASTE VENT HW CW NPHW NPCW P-1 WATER CLOSET TYPE, MFR.,MODEL: WALL HUNG, FLUSH VALVE; KOHLER #K4330, SIPHON JET FLUSHING, 1-1/2" TOP SPUD, ELONGATED BOWL FLUSH VALVE: SLOAN ROYAL 111, 1.6-GALLON FLUSH. SEAT: WHITE, NON -YELLOWING, OPEN FRONT, CLOSED BACK, ELONGATED WITHOUT COVER; BENEKE NO. 527SSCH. HANGER: REFER TO SPECIFICATION SECTION 224000. 4" 2" - 1" - P-1A WATER CLOSET ADA TYPE, MFR.,MODEL: WALL HUNG, FLUSH VALVE; KOHLER #K4320, SIPHON JET FLUSHING, 1-1/2" TOP SPUD, ELONGATED BOWL FLUSH VALVE: SLOAN ROYAL 111, 1.6-GALLON FLUSH. SEAT: WHITE, NON -YELLOWING, OPEN FRONT, CLOSED BACK, ELONGATED WITHOUT COVER; BENEKE NO. 527SSCH. HANGER: REFER TO SPECIFICATION SECTION 224000. MISCELLANEOUS: FLUSH CONTROL SHALL BE MOUNTED FOR USE FROM WIDE SIDE OF WATER CLOSET AREA. HANDICAPPED - MOUNTING HEIGHT FROM FLOOR TO TOP OF SEAT SHALL BE A MAXIMUM OF 19" AND MINIMUM OF 17" 4" 2" - 1" - - P-2 URINAL WALL HUNG; VITREOUS CHINA, KOHLER #4960 ET, WITH REMOVABLE BEEHIVE STRAINER FLUSH VALVE: SLOAN ROYAL, 0.50 GPF HANGER: REFER TO SPECIFICATION SECTION 224000. CARRIER: REFER TO SPECIFICATION SECTION 224000. 2" 1-1/2' - 3/4" - - P-2A URINAL ADA WALL HUNG; VITREOUS CHINA, KOHLER #4960 ET, WITH REMOVABLE BEEHIVE STRAINER, ADA COMPLIANT FLUSH VALVE: SLOAN ROYAL, 0.50 GPF HANGER: REFER TO SPECIFICATION SECTION 224000. CARRIER: REFER TO SPECIFICATION SECTION 224000. 2" 1-1/2" - 3/4" - - P-3 LAVATORY TYPE, MFR., MODEL: WALL HUNG, 4" CENTERS; KOHLER #K2867, CAST IRON WITH BACK, FRONT OVERFLOW AND FAUCET LEDGE, 20"x18" FAUCET: CHICAGO FAUCETS MODEL NO 802-665CP, SLOW SELF -CLOSING METERING WITH INTEGRAL SPRAY FACE, 4 INCH CENTERS, VANDAL RESISTANT, 0.5 GPM E12 AERATOR. TRAP & TAILPIECE: MCGUIRE OR EQUAL, 1-1/2" CHROME PLATED CAST BRASS P-TRAP WITH CLEANOUT SUPPLIES: LOOSE KEY QUARTER -TURN BALL STOP WITH FLEXIBLE BRAIDED STAINLESS STEEL RISERS; BRASSCRAFT HANGER: REFER TO SPECIFICATION SECTION 224000. 2" 1.1/2" 1/2" 1/2" - - PROVIDE WITH INDIVIDUAL FIXTURE WATER TEMPERING VALVES AND TRAP WRAP KITS WHERE SERVICES ARE EXPOSED. P-3A LAVATORY ADA TYPE, MFR., MODEL: WALL HUNG, 4" CENTERS; KOHLER #K2867, CAST IRON WITH BACK, FRONT OVERFLOW AND FAUCET LEDGE, 20"x18" FAUCET: CHICAGO FAUCETS MODEL NO 802-665CP, SLOW SELF -CLOSING METERING WITH INTEGRAL SPRAY FACE, 4 INCH CENTERS, VANDAL RESISTANT, ADA COMPLIANT, 0.5 GPM E12 AERATOR. TRAP & TAILPIECE: MCGUIRE OR EQUAL, 1-1/2" CHROME PLATED CAST BRASS P-TRAP WITH CLEANOUT. DRAIN SHALL BE CHICAGO NO.327-X POLISHED CHROME PERFORATED 17-GAUGE GRID STRAINER. SUPPLIES: LOOSE KEY QUARTER -TURN BALL STOP WITH FLEXIBLE BRAIDED STAINLESS STEEL RISERS; BRASSCRAFT - HANGER: REFER TO SPECIFICATION SECTION 224000. MISC: PROVIDE INSULATION ON TRAP AND SUPPLIES PER SPECIFICATION SECTION 224400. OFFSET GRID DRAIN FOR ADA INSTALLATIONS. 2" 1-1/2" 1/2" 1/2" - - PROVIDE WITH INDIVIDUAL FIXTURE WATER TEMPERING VALVES AND TRAP WRAP KITS WHERE SERVICES ARE EXPOSED. P-4 STAFF. TOILET LAVATORY TYPE, MFR., MODEL: WALL HUNG, 4" CENTERS; KOHLER #K2667, CAST IRON WITH BACK, FRONT OVERFLOW AND FAUCET LEDGE, 205[18" FAUCET: CHICAGO FAUCETS MODEL NO 802-CP, 4" SPOUT, NO. 390 METAL LEVER HANDLES, VANDAL RESISTANT, ADA COMPLIANT, 0.5 GPM E12 AERATOR. TRAP & TAILPIECE: MCGUIRE OR EQUAL, 1-1/2" CHROME PLATED CAST BRASS P-TRAP WITH CLEANOUT. DRAIN SHALL BE CHICAGO NO. 327-X POLISHED CHROME PERFORATED 17-GAUGE GRID STRAINER. SUPPLIES: LOOSE KEY QUARTER -TURN BALL STOP WITH FLEXIBLE BRAIDED STAINLESS STEEL RISERS; BRASSCRAFT HANGER: REFER TO SPECIFICATION SECTION 224000. MISC: PROVIDE INSULATION ON TRAP AND SUPPLIES PER SPECIFICATION SECTION 224400. OFFSET GRID DRAIN FOR ADA INSTALLATIONS. 2" 1-1/2' 1/2" 1/2" - - PROVIDE WITH INDIVIDUAL FIXTURE WATER TEMPERING VALVES AND TRAP WRAP KITS WHERE SERVICES ARE EXPOSED. P-5 SERVICE SINK TYPE, MFR., MODEL: FLOOR MOUNT, 30"x30", ONE PIECE, PRECAST TERRAZZO, MARBLE CHIPS ; FIAT NO. SB-3824. FAUCET: VACUUM BREAKER SPOUT, PAIL HOOK WITH WALL SUPPORT, INTEGRAL STOPS, 3/4" HOSE THREAD OUTLET; CHICAGO FAUCETS NO.897-CP-390 WITH 4" - 8-3/8" ADJUSTABLE CENTERS, NO. 390 HANDLES. SUPPLIES: INTEGRAL TO FAUCET. MISCELLANEOUS: PROVIDE SERVICE SINK WITH FIAT NO.832-AA, STAINLESS STEEL WALL GUARDS. 36" LONG 3/4" HOSE AND HOSE BRACKET AND NO.889CC STAINLESS STEEL MOP HANGER. SEAL SEAM BETWEEN SERVICE SINK AND WALL WITH FIAT NO. 833-AA SILICONE SEALANT 3" 2" 3/4" 3/4" - - P-6A CLASSROOM SINK ADA COUNTERTOP, SINGLE -COMPARTMENT, 18-GA. TYPE 304 STAINLESS STEEL, 28"x19"x6 1/2" JUST CRAF-1928-A-GR-VRL-CT. SELF -RIMMING, INTEGRAL FLANGE AND LEDGES ON BOTH SIDES. LEFT LEDGE - FAUCET, RIGHT LEDGE - BUBBLER. UNDERSIDE OF SINK SHALL BE SOUND DEADENED. DRAIN SHALL BE LOCATED CENTER REAR. FAUCETS: CHICAGO FAUCETS MODEL N0. 786-E3VPCCCP SWING SPOUT, MODIFIED AND FURNISHED WITH NO. E3VP, 2.0 GPM VANDAL RESISTANT AERATOR AND NO. 317 WRIST BLADES, 8" CENTERS. PROVIDE WITH SINK MOUNTED BUBBLER, JUST MODEL JSB-10-VR, NO EXCEPTIONS. DRAIN SHALL BE JUST MODEL J-35SSF-VR TYPE 304 STAINLESS STEEL GRID STRAINER. TRAPS & TAILPIECES: McGUIRE, OR EQUAL, 1-1/2" CHROME -PLATED CAST BRASS P-TRAP WITH CLEANOUT & TAILPIECE. SUPPLIES: LOOSE KEY QUARTER -TURN BALL STOP WITH FLEXIBLE BRAIDED STAINLESS STEEL RISERS; BRASSCRAFT PROVIDE INSULATION ON TRAP AND SUPPLIES PER SPECIFICATION SECTION 224400. 2" 1-1/2" 1/2" 1/2" - - PROVIDE WITH TRAP WRAP KITS WHERE SERVICES ARE EXPOSED. P-7 GENERAL SINK - SINGLE COUNTERTOP, SINGLE -COMPARTMENT, 18-GA. TYPE 304 STAINLESS STEEL, 22"x25"x6 1/2" JUST MODEL NO. SL-2225-A-GR. SELF -RIMMING, INTEGRAL FLANGE AND LEDGE WITH 3-HOLE DRILLING ON BACK LEDGE. UNDERSIDE OF SINK SHALL BE SOUND DEADENED. FAUCETS: CHICAGO FAUCETS MODEL NO. 786-E3VPCCP SWING SPOUT WITH #317 METAL WRIST BLADE HANDLES; 8" CENTERS, ADA COMPLIANT. TRAPS & TAILPIECES: MCGUIRE, OR EQUAL, 1-1/2" CHROME -PLATED CAST BRASS P-TRAP & TAILPIECE. SUPPLIES: LOOSE KEY QUARTER -TURN BALL STOP WITH FLEXIBLE BRAIDED STAINLESS STEEL RISERS; BRASSCRAFT DRAIN SHALL BE JUST MODEL J-35SSF-VR TYPE 304 STAINLESS STEEL GRID STRAINER. NOTE: SHOULD INSTALLATION FOR ADA COMPLIANCE BE REQUIRED, SINK SHALL BE JUST MODEL NO. SL-ADA-2225-A-GR WITH 6-1/2" DEEP BOWL. OFFSET DRAIN TO REAR. 2" 1-1/2" 1/2" 1/2" - - PROVIDE WITH TRAP WRAP KITS WHERE SERVICES ARE EXPOSED. P-8 STEAM CLASSROOM SINK - ADA COUNTERTOP, SINGLE -COMPARTMENT, 18-GA. TYPE 304 STAINLESS STEEL, 28'x19"x6 1/2" JUST CRAF-1928-A-GR-VRL-CT. SELF -RIMMING, INTEGRAL FLANGE AND LEDGES ON BOTH SIDES. LEFT LEDGE - FAUCET, RIGHT LEDGE - BUBBLER. UNDERSIDE OF SINK SHALL BE SOUND DEADENED. DRAIN SHALL BE LOCATED CENTER REAR. FAUCETS: CHICAGO FAUCETS MODEL N0. 786-E3VPCCCP SWING SPOUT, MODIFIED AND FURNISHED WITH NO. E3VP, 2.0 GPM VANDAL RESISTANT AERATOR AND NO. 317 WRIST BLADES, 8" CENTERS. PROVIDE WITH SINK MOUNTED BUBBLER, JUST MODEL JSB-10-VR, NO EXCEPTIONS. DRAIN SHALL BE JUST MODEL J-35SSF-VR TYPE 304 STAINLESS STEEL GRID STRAINER. TRAPS & TAILPIECES: PROVIDE WITH ACID RESISTANT P-TRAP & TAILPIECE. SUPPLIES: LOOSE KEY QUARTER -TURN BALL STOP WITH FLEXIBLE BRAIDED STAINLESS STEEL RISERS; BRASSCRAFT PROVIDE INSULATION ON TRAP AND SUPPLIES PER SPECIFICATION SECTION 224400. 2" 1-1/2" - - 1/2" 1/2" PROVIDE WITH BOTTLE TRAP P-BA STEAM PREP SINK COUNTERTOP, SINGLE -COMPARTMENT, 18-GA. STAINLESS STEEL, 22"x19"x7 1/2" JUST "STYLIST" SL-1922-A-GR. FAUCETS: CHICAGO FAUCETS MODEL 930-VR317CP LABORATORY FITTING WITH #GN2BVB SWING CONVERTIBLE GOOSENECK SPOUT WITH #E7 SERRATED NOZZLE AND NO. 317 WRIST BLADE HANDLES, 8" CENTERS. TRAPS & TAILPIECES: PROVIDE WITH ACID RESISTANT P-TRAP & TAILPIECE. SUPPLIES: LOOSE KEY QUARTER -TURN BALL STOP WITH FLEXIBLE BRAIDED STAINLESS STEEL RISERS; BRASSCRAFT 2" 1-1/2" - - 1/2" 1/2" PROVIDE WITH BOTTLE TRAP P-9 ART SINK - 3 STATION FREESTANDING, TRIPLE -COMPARTMENT, TYPE 304 STAINLESS STEEL, 103"x27"x42" ADVANCE TABCO REGALINE MODEL NO. T9-23-60-18RL 1-5/8" DIAMETER GALVANIZED LEGS AND GUSSETS. 1" ADJUSTABLE PLASTIC BULLET FEET, DRAINBOARDS AND RIMS - TYPE 304 STAINLESS STEEL FAUCETS: PROVIDE MANUFACTURER'S RECOMMEND MODEL WITH WRIST BLADE HANDLES; 8" CENTERS. TRAPS & TAILPIECES: MCGUIRE, OR EQUAL, 1-1/2" CHROME -PLATED CAST BRASS P-TRAP & TAILPIECE. SUPPLIES: LOOSE KEY QUARTER -TURN BALL STOP WITH FLEXIBLE BRAIDED STAINLESS STEEL RISERS; BRASSCRAFT WASTE DRAINS - 1-1/2" IPS STAINLESS STEEL BASKET TYPE. 2" 1-1/2" 1/2" 1/2" - - PROVIDE WITH SOLIDS INTERCEPTOR P-10 STAFF LOUNGE - DOUBLE COMP. COUNTERTOP, DOUBLE -COMPARTMENT, 18-GA. TYPE 304 STAINLESS STEEL, 22"x33"x6 1/2" JUST MODEL NO. DL-2233-A-GR. SELF -RIMMING, INTEGRAL FLANGE AND LEDGE WITH 3-HOLE DRILLING ON BACK LEDGE CENTERED BETWEEN COMPARTMENTS AND 1 HOLE ON RIGHT SIDE OF BACK LEDGE FOR HOT WATER DISPENSER. UNDERSIDE OF SINK SHALL BE SOUND DEADENED. FAUCETS: CHICAGO FAUCETS MODEL NO.786-GNSAE3CP SWING SPOUT, AND SHALL BE FURNISHED WITH NO. E12, 2.0 GPM VANDAL RESISTANT AERATOR, ADA COMPLIANT. TRAPS & TAILPIECES: MCGUIRE, OR EQUAL, 1-1/2" CHROME -PLATED CAST BRASS P-TRAP & TAILPIECE. SUPPLIES: LOOSE KEY QUARTER -TURN BALL STOP WITH FLEXIBLE BRAIDED STAINLESS STEEL RISERS; BRASSCRAFT DRAINS SHALL BE JUST MODEL JB-35STP TYPE 304 STAINLESS STEEL DRAINS AND REMOVABLE BASKET STRAINERS. PROVIDE WITH DISHWASHER AIR GAP FITTING, BRASSCRAFT, ASSE 1021, PLASTIC BODY, CHROME PLATED BRASS COVER, RATED FOR 5 PSI AT 140°F NAD 5.0 GPM MINIMUM. PROVIDE WITH HOT WATER DISPENSER, FIXTURE P-16, AND WITH GARBAGE DISPOSAL, FIXTURE P-15. 2" 1-1/2" 1/2" 1/2" - - PROVIDE WITH TRAP WRAP KITS WHERE SERVICES ARE EXPOSED. P-13 HOT WATER DISPENSER IN-SINK-ERATOR MODEL F-HC3300, HOT & COLD WATER DISPENSER, CHROME -PLATED BRASS FAUCET, INSTANT SELF -CLOSING CERAMIC VALVE. PROVIDE WITH IN-SINK-ERATOR MODEL HWT-F1000S 2/3 GALLON HOT WATER TANK, CORD AND PLUG. COORDINATE FINAL LOCATION WITH ARCHITECT. - - - 1/2" - - 120V/10, 750W, 6.5A P-14 WATER CONNECTION BOX ICE MAKER OUTLET, 1/4" ANGLE VALVE IN BOX WITH EPDXY FINISH; GUY GRAY IMOB WITH WATER HAMMER ARRESTOR. - - 1/2" - - - RECESSED IN WALL P-16 DRINKING FOUNTAIN HI/LO W/BOTTLE FILLER TYPE, MFR., MODEL: HI-LO WATER COOLER, STAINLESS STEEL BASIN (HANDICAPPED); ELKAY LZSTLGBWS, WITH FLEXI-GUARD STREAMSAVER BUBBLER, LEAD FREE, INNOVATIVE GREEN TICKER TOUCHLESS BOTTLE FILLING STATION, PUSHBAR ACTIVATION, FILTRATION SYSTEM, ANTI -MICROBIAL PROTECTION, FILL RATE 1.1 GPM, LAMINAR FLOW, REAL DRAIN SYSTEM MISCELLANEOUS: SPOUT HEIGHT FOR LOW FOUNTAIN TO BE MAX. 36" AFF. MEET ALL ADA REQUIREMENTS IN 2010 ADA STANDARDS AND ICCA117.1-2009 2" 1-1/2" - 1/2" - - 120V/10 P-17 EMERGENCY SHOWER/EYEWASH COMBINATION DRENCH SHOWER AND EYEWASH, FLOOR -MOUNTED WITH ASS SHOWERHEAD & ASS EYEWASH RECEPTOR, STAY -OPEN INSTANT ACTION VALVES, PVC PIPE ON 7" DIAMETER FLOOR FLANGE, ALL STAINLESS STEEL, TWIN SOFT-FLO EYEWASH HEADS; HAWS NO. 8330. SUPPLY: 1-1/4" GATE VALVE SHUTOFF. PROVIDE W/ PHENOLIC LABEL "DO NOT SHUT OFF" 4" 2" 1" 1-1/2" - - PROVIDE DIRECT CONNECTION FROM EYEWASH DRAIN TO SANITARY, EYEWASH SHALL NOT DISCHARGE TO FLOOR. P-19 DISHWASHER BOX GUY GRAY NO. MDWBIAB, LEAD FREE QUARTER -TURN ARRESTER VALVE, 3/8' OUTLET, 1/2" SWEAT CONNECTION. - - 1/2" - - - HB-1 EXTERIOR WALL HYDRANT- CW QUARTER -TURN, NON -FREEZE WALL HYDRANT WITH INTEGRAL VACUUM BREAKER AND STAINLESS STEEL BOX, LOOSE KEY, HINGED LOCKING COVER, ADJUSTABLE WALL CLAMP, NICKEL -BRONZE BOX FACE; JAY R SMITH 5509QT - - - 3/4" - - HB-2 INTERIOR WALL HYDRANT - H&CW ACORN HOSE & SUPPLY BOXES 8145 STAINLESS STEEL RECESSED HOSE BOX WITH WALL FLANGE (HOT AND COLD LESS VACUUM BREAKER) VALVE & STOP BODY IS CAST BRONZE WITH EXPOSED PARTS CHROME -PLATED. - - 3/4" 3/4" - - NOTES: 1. MAKE FINAL CONNECTIONS TO ALL PLUMBING FIXTURES UNLESS NOTED OTHERWISE. PROVIDE ACCESS PANELS AT ALL WATER HAMMER ARRESTERS & VALVES CONCEALED IN WALLS AND OR HARD CEILINGS. PROVIDE ALL TRAPS, STOPS, GRID STRAINERS, FLEXIBLE RISERS AND TAILPIECES FOR A COMPLETE INSTALLATION. 2. REFER TO ARCHITECTURAL INTERIOR ELEVATION DRAWINGS FOR EXACT LOCATION AND MOUNTING HEIGHTS OF PLUMBING FIXTURES. 3. DECK MOUNT, COORDINATE EXACT LOCATION WITH OWNER AND ARCHITECT. 4. PROVIDE LOCAL MIXING VALVE AT ALL HAND -SINKS, LAVATORIES AND CLASSROOM SINKS. SEE MIXING VALVE SCHEDULE. HYDRONIC PIPING SIZING SCHEDULE PIPE SIZE GPM RANGE PIPE SIZE GPM RANGE PIPE SIZE GPM RANGE REMARKS 3/4" 0 - 3.0 1-1/2" 11.1 - 17.0 3" 65.1 - 115.0 VALUES FOR PIPE SIZES UP TO 2-1/2" BASED ON COPPER TUBING. 3' AND LARGER BASED ON BLACK STEEL. MAX FRICTION LOSS OF 3.0 PER 100' OF PIPE. VELOCITIES SHALL NOT EXCEED 6.0 FT. PER SECOND 1". 3.1 - 6.2 2' 17.1 - 36.0 4' 115.1 - 230.0 1-1/4" 6.3 - 11.0 2-1/2" 36.1 - 65.0 5" 230 - NOTES: 1. HYDRONIC HOT WATER PIPING, SUPPLY & RETURN SYSTEMS, ON THIS PROJECT IS SIZED ACCORDANCE WITH THIS SCHEDULE. DRAWINGS SHALL CONFORM OR SHALL BE AMENDED TO THE SIZES SHOWN ON THIS SCHEDULE. MISCELLANEOUS PLUMBING FIXTURE SCHEDULE CALLOUT FIXTURE PLUMBING CONNECTIONS NOTES WASTE VENT HW CW SI-01 SOLIDS INTERCEPTOR 2", 3", 4" - - - SEE SPECIFICATION SECTION 224000 FD-1 FLOOR DRAIN 2", 3", 4' 2" - - SEE SPECIFICATION SECTION 224000 FFD FUNNEL FLOOR DRAIN 2", 3", 4" 2" - - SEE SPECIFICATION SECTION 224000 FS-1 FLOOR SINK 2", 3", 4" 2" - - SEE SPECIFICATION SECTION 224000 RD ROOF DRAIN 3", 4" - - - SEE SPECIFICATION SECTION 224000 ORD OVERFLOW ROOF DRAIN 3", 4" - - - SEE SPECIFICATION SECTION 224000 REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NO 02 2018 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 10/18/18 TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com REVISION Design: RSH Drawn: RSH Checked: DMM Project No. 180103 Issuance PERMIT SET (DATE Issue Date: 10-19-2018 Drawing Title MECHANICAL SCHEDULES wing Number OPYRIGHT©2018 ROLLUDA ARCHITEC rolluda architects VRF INDOOR UNIT SCHEDULE UNIT NO. SYSTEM NO. AREA SERVED MAKE/MODEL FLOW (CFM) TYPE NOMINAL COOLING CAPACITY (BTU/h) NOMINAL HEATING CAPACITY (BTU/h) COOLING DESIGN ENTERING TEMP. DB/WB (°F) HEATING DESIGN ENTERING TEMP. DB/WB (°F) CORRECTED CAPACITY ESTIMATED COOLING COIL LAT (°F) ESTIMATED HEATING COIL LAT ("9 REFRIG. PIPE RSURLL - SIZE ("/"} MAX FAN ESP SETTING (IN(WG) SOUND PRESSURE PER FAN SPEED (d8A) VOLTAGE/ PHASE (V/0) POWER COOLING (kW) POWER HEATING (kW) ELECTRICAL MCA/MOP (NA) WEIGHT (LBS) NOTES COOLING TOTAL CAPACITY (BTU/h) COOLING SENSIBLE CAPACITY (BTU/h) HEATING CAPACITY (BTU/h) FCU-B101 ODU-1 CREATIVE LEARNING LAB 8101 MITSU PEFY-P48NMAU-E3 1100 CEILING CONCEALED TYPE (DUCTED) 48,000.0 54,000.0 80.0/67.0 70.0 48,063.0 35,691.0 31753.7 56.2 90.8 3/8 / 5/8 0.6 35-40-44 208/1 0.34 0.32 3.51/15 86 1, 2, 3, 4, 5 & 6 ECU-6102 ODU-1 PRACTICE 8111, OFFICE B113 MITSU PEFY-P06NMAU-E3 180 CEILING CONCEALED TYPE (DUCTED) 6,000.0 6,700.0 80.0/67.0 70.0 6,007.9 5,767.7 3,939.8 61.8 82.2 1/4 / 1/2 0.6 26-28-29 208/1 0.06 0.04 1.05/15 49 1, 2, 3, 4, 5 & 6 FCU-B103 ODU-1 MUSIC ROOM B109 MITSU PEFY-P48NMAU-E3 1150 CEILING CONCEALED TYPE (DUCTED) 48,000.0 54,000.0 80.0/67.0 70.0 48,063.0 35,649.1 31,753.7 56.2 90.8 3/8 / 5/8 0.6 35-40-44 208/1 0.34 0.32 3.51/15 86 1, 2, 3, 4, 5 & 6 FCU-6104 ODU-2 SCIENCE CLASSROOM B102 MITSU PEFY-P48NMAU-E3 1300 CEILING CONCEALED TYPE (DUCTED) 48,000,0 54,000,0 80.0/67.0 70.0 48,175.7 35,694.1 29,709.1 56.1 89.5 3/8 / 5/8 0.6 35-40-44 208/1 0.34 0.32 3.51/15 86 1, 2, 3, 4, 5 & 6 FCU-B105 ODU-2 TEACHER PREP. B106 MITSU PEFY-P08NMAU-E3 290 CEILING CONCEALED TYPE (DUCTED) 8,000.0 9,000.0 80.0/67.0 70.0 8,029.3 6,435.5 4,951.5 59.7 85.3 14 / 1/2 0.6 26-28-29 208/1 0.06 0.04 1.05/15 49 1, 2, 3, 4, 5 & 6 FCU-B106 ODU-2 SCIENCE CLASSROOM 8104 MITSU PEFY-P48NMAU-E3 1350 CEILING CONCEALED TYPE (DUCTED) 48,000.0 54,000,0 80.0/67.0 70.0 48,175.7 35,694.1 29,709.1 56.1 89.5 3/8 / 5/8 0.6 35-40-44 208/1 0.34 0.32 3.51/15 86 1, 2, 3, 4, 5 & 6 FCU-8107 ODU-2 SCIENCE CLASSROOM 0108 MITSU PEFY-P48NMAU-E3 1320 48,000.0 54,000.0 80.0/67.0 70.0 48,175.7 35,694.1 29,709.1 56.1 89.9 3/8 / 5/8 0.6 35-40-44 208/1 0.34 0.32 3.51/15 86 1, 2, 3, 4, 5 & 6 CEILING CONCEALED TYPE (DUCTED) FCU-B108 ODU-2 FLEX SPACE B100, GIRLS RESTROOM B107 MITSU PEFY-P54NMAU-E3 1800 CEILING CONCEALED TYPE (DUCTED) 54,000.0 60,000.0 80.0/67.0 70.0 54,197.7 38,940.2 33,010.1 55.2 90.6 3/8 / 5/8 0.6 36-41-45 208/1 0.36 0.34 3.51/15 86 1, 2, 3, 4, 5 & 6 FCU-8201 ODU-1 MATH CLASSROOM B201 MITSU PEFY-P3ONMAU-E3 1000 CEILING CONCEALED TYPE (DUCTED) 30,000.0 34,000.0 80.0/67.0 70.0 30,039.4 21,604.8 19,993.1 56.9 91.0 3/8 / 5/8 0.6 30-34-39 208/1 0.17 0.15 2.73/15 67 1, 2, 3, 4, 5 & 6 FCU-B202 ODU-1 STAFF B205, TEACHER PREP. B203 MITSU PEFY-P08NMAU-E3 260 CEILING CONCEALED TYPE (DUCTED) 8,000.0 9,000.0 80.0/67.0 70.0 8,010.5 6,428.3 5,292.3 59.8 86.4 1/4 / 1/2 0.6 26-28-29 208/1 - 0.06 0.04 1.05/15 49 1, 2, 3, 4, 5 & 6 FCU-B203 ODU-1 ART ROOM 8211, STORAGE 8213, KILN 8215 MITSU PEFY-P48NMAU-E3 1420 CEILING CONCEALED TYPE (DUCTED) 48,000.0 54,000.0 80.0/67.0 70.0 48,063.0 35,619.1 31,753.7 56.2 90.8 3/8 / 5/8 0.6 35-40-44 208/1 0.34 0.32 3.51/15 86 1, 2, 3,4,5 & 6 FCU-8204 OOU-2 MATH CLASSROOM B202 MITSU PEFY-P36NMAU-E3 1000 CEILING CONCEALED TYPE (DUCTED) 36,000.0 40,000.0 80.0/67.0 70.0 36,131.8 28,020.0 22,006.7 57.3 87.5 3/8 / 5/8 0.6 32-37-41 208/1 0.24 0.22 3.50/15 86 1, 2, 3, 4, 5 & 6 FCU-B205 ODU-2 MATH CLASSROOM B204 MITSU PEFY-P3ONMAU-E3 1000 CEILING CONCEALED TYPE (DUCTED) 30,000.0 34,000.0 80.0/67.0 70.0 30,109.8 21,633.4 18,705.7 56.9 89.6 3/8 / 5/8 0.6 30-34-39 208/1 0.17 0.15 2.73/15 67 1, 2, 3, 4, 5 & 6 FCU-8206 ODU-2 MATH CLASSROOM 8206 MITSU PEFY-P3ONMAU-E3 1000 CEILING CONCEALED TYPE (DUCTED) 30,000.0 34,000.0 80.0/67.0 70.0 30,109.8 21,633.4 18,705.7 56.9 89.6 3/8 / 5/8 0.6 30-34-39 208/1 0.17 0.15 2.73/15 67 1, 2, 3, 4, 5 & 6 FCU-8207 ODU-2 MATH CLASSROOM B208 MITSU PEFY-P36NMAU-E3 1050 CEILING CONCEALED TYPE (DUCTED) 36,000.0 40,000.0 80.0/67.0 70.0 36,131.8 28,020.0 22,006.7 57.3 87.5 3/8 / 5/8 0.6 32-37-41 208/1 0.24 0.22 3.50/15 86 1, 2, 3, 4, 5 & 6 ECU-13208 ODU-2 FLEX SPACE B200, BOY RESTROOM B209 MITSU PEFY-P72NMHSU-E 2370 CEILING CONCEALED TYPE (DUCTED) 72,000.0 80,000.0 80.0/67.0 70.0 72,263.6 56,881.2 44,013.5 58.9 86.1 3/8 / 3/4 1 36-39-43/36-39-43 208/1 0.63 0.63 7.7/15 214 1, 2, 3, 4, 5 & 6 NOTES: 1. NOMINAL COOLING CAPACITIES ARE BASED ON INDOOR COIL ENTER NG AIR TEMP OF 80°/67°F (DB/WB) AND OUTDOOR TEMP OF 95°F (DB). 2. NOMINAL HEATING CAPACITIES ARE BASED ON INDOOR COIL ENTERING AIR TEMP OF 70°F (DB) AND OUTDOOR TEMP OF 43°F (WO). 3. SEE OUTDOOR UNIT SCHEDULE FOR OUTDOOR AMBIENT CONDITIONS, CONNECTED CAPACITY, AND OTHER FACTORS ASSOCIATED WITH CORRECTED CAPACITIES. 4. SEE SCHEMATIC PIPING/CONTROL DIAGRAM FOR INDICATION OF REQUIRED INDOOR UNIT REMOTE CONTROLLERS, SYSTEM CONTROLLERS AND INTEGRATION DEVICES. 5. PROVIDE INTEGRAL CONDENSATE PUMP. 6. INTERCONNECTING REFRIGERANT PIPING & LOW VOLTAGE WIRING IS THE RESPONSIBILITY OF THE M.C. DEDICATED OUTDOOR AIR SYSTEM SCHEDULE TAG AREA LOCATION MANUFACTURER / SUPPLY FAN EXHAUST FAN HEAT RECOVERY DIMENSIONS WEIGHT REMARKS SERVED MODEL AIRFLOW ESP MOTOR MOTOR RPM FLOW ESP MOTOR MOTOR RPM SUPPLY EXHAUST MINIMUM MINIMUM HEATING WATER COIL ELECTRIC HEATING COIL ELECTRICAL. SUMMER WINTER SUMMER WINTER WINTER SUMMER TOTAL MAX AIR EAT LAT FLOW MAX WATER EWT/LWF HWSIR EAT LAT CAP. STAGES FLA MCA MOP VOLTAGE/ EAT LAT EAT LAT EAT LAT EAT LAT ENERGY ENERGY CAPACITY VEL/APD WPD RUNOUT PHASE (LxWxHT) (CFM) (HP) (BHP) ._(RPM)_ (CFM) (IN) (HP) (BHP) JRPM)_ (°F) (°F) (°F) (°F) (°F) (°F) (°F) (°F) REC. EFF. REC. EFF. (MBH) (FPM/IN)_ (°F) (°F)_(GPM)- (FT HD) (°F/°F) (IN) (°F) (°F) (KW).. (#) (A) (AMPS) (AMPS) (V/0) (INxINxIN) (LBS) DOAS-01 BLDG. "A' COMMONS / CAFETERIA BUILDING "A" ROOF DAT - D-AHU-8 1700 _ON) 1.50 2.0 1.46 2413 1700 1.50 2.0 1.14 2206 86.1 78.4 24.0 49.6 75.0 82.7 61.0 35.4 67.4% 53.5% 71.62 450/0.07 40.0 76.8 4.9 2.30 180°/160° 1" N/A N/A N/A N/A 5.8 6.6 10.0 460/3 132x56x63 3000 SEE NOTES DOAS-02 BLDG. "B" LEVEL 1 CLASSROOMS BUILDING "B" ROOF DAT- D-AHU-8 3495 1.50 5.0 2.94 2450 3495 1.50 3.0 2.37 2297 86.1 78.3 24.0 50.0 75.0 82.8 61.0 35.1 68.4% 54.8% N/A N/A N/A N/A N/A N/A N/A N/A 65.0 95.0 12.0 SCR 52.8 66.0 75.0 460/3 180x7ox84 4500 SEE NOTES DOAS-03 BLDG. "B" LEVEL 2 CLASSROOMS BUILDING "B" ROOF DAT- D-AHU-8 3450 1.50 5.0 2.96 2455 3510 1.50 3.0 2.38 2303 86.1 78.3 24.0 50.0 75.0 82.8 61.0 35.1 68.4% 54.7% N/A N/A N/A N/A N/A N/A N/A N/A 65.0 95.0 12.0 SCR 52.8 66.0 75.0 460/3 180x70x84 4500 SEE NOTES DOAS-04 BLDG. "C" GYM ADDITION BUILDING "C" ROOF DAT - D-AHU-6 5230 1.50 5.0 4.22 1873 5230 1.50 5.0 3.62 2216 86.1 78.4 24.0 49.7 75.0 82.7 61.0 35.3 66.8% 50.0% 215.24 500/0.08 40.0 75.9 22.1 3.55 180°/160° 2" N/A N/A N/A N/A 13.2 14.9 20.0 460/3 192x70x96 5000 SEE NOTES NOTES: 1) PROVIDE WITH DIRECT DRIVE MOTORS AND VFD'S. 2) DIVISION 26 SHALL PROVIDE (1) 460V 3P FUSED DISCONNECT, AND CORRESPONDING 460V/3P CONNECTIONS TO UNIT. WIRING FROM POINT OF UNIT CONNECTION TO VFD'S SHALL BE INTERNAL TO UNIT AND SHALL BE PROVIDED BY DIVISION 23. 3) ALL INTERNAL DAMPERS SHALL BE BY UNIT MANUFACTURER. DAMPERS SHALL BE RATED FOR CLASS 1A LEAKAGE MATCHING RUSKIN CD50 OR EQUIVALENT PERFORMANCE. ALL INTERNAL DAMPER ACTUATORS SHALL BE PROVIDED BY DIVISION 230900. 4) ENERGY RECOVERY VENTILATION SYSTEMS SHALL BE NO LESS THAN 50% IN ACCORDANCE WITH WSEC C403.5.1. 5) UNITS SHALL BE SEISMICALLY ANCHORED TO CURB AND OR STRUCTURE. 6) PROVIDE DUCT SMOKE DETECTOR (DSD) WITHIN THE RETURN DUCTWORK ON UNITS OVER 2000 CFM PER SMC 606.2.1. DSO FURNISHED BY DIV. 26, INSTALLED BY DIV. 23, HARDWIRE INTERLOCK BETWEEN AHU CONTROLS AND DSD BY DIV. 23, FIRE ALARM WIRING BY DIV. 26. 7) PROVIDE WITH HYDRONIC HEATING COILS ON DOAS-01 & DOAS-04. PROVIDE ELECTRIC HEATING COILS ON DOAS-02 & DOAS-03. ELECTRIC HEATING COILS SHALL INCLUDE SCR CONTROL. 8) FEG SHALL BE 67 OR HIGHER. DESIGN CONDITIONS SHALL BE WITHIN 15% OF FAN MAXIMUM EFFICIENCY. 9) UNITS SHALL BE PROVIDED WITH A VISIBLE NAMEPLATE INDICATING THE SHORT CIRCUIT CURRENT RATING (SCCR) IN ACCORDANCE WITH UL REQUIREMENTS. REFER TO ELECTRICAL DRAWINGS FOR MINIMUM RATINGS. VRF HEAT RECOVERY UNIT SCHEDULE TAG AREA SERVED ASSOCIATED HEAT PUMP UNIT MANUFACTURER/MODEL NUMBER OF PORTS (#) ELECTRICAL SOUND PRESSURELEVELS PORT REFR PIPE LUSL (IN) SYSTEM REFR PIPE LL (IN) SYSTEM REFR PIPE SL HIGH/LOW (IN) DIMENSIONS (LxWxHT) (INxINxIN) WEIGHT (LBS), REMARKS INPUT (W) MCA (A) MAX FUSE (A) VOLTAGE/ PHASE V/0 COOLING MODE dB(A) HEATING MODE dB(A) SIMULTANEOUS dB(A) VHR-01 LEVEL 1 FCU'S HP-01 LG PRHR032A 4 40 0.16 15 208/1 35.2 35.1 43.3 3/8" / 5/8" 5/8" 7/8" / 1-1/8" 18x19x7 50 SEE NOTES VHR-02 LEVEL 1 FCU'S HP-01 LG PRHR042A 4 40 0.16 15 208/1 35.2 35.1 43.3 3/8" / 5/8" 5/8" 7/8" / 1-1/8" 18x19x7 50 SEE NOTES VHR-03 LEVEL 2 FCU'S HP-02 LG PRHR032A 4 40 0.16 15 208/1 35.2 35.1 43.3 3/8" / 5/8" 5/8" 7/8" / 1-1/8" 18x19x7 50 SEE NOTES VHR-04 LEVEL 2 FCU'S HP-02 LG PRHR042A 4 40 0.16 15 208/1 35.2 35.1 43.3 3/8" / 5/8" 5/8" 7/8" / 1-1/8' 18x19x7 50 SEE NOTES NOTES: DUCTLESS SPLIT -SYSTEM (INDOOR/OUTDOOR UNIT) SCHEDULE TAG AREA MANUFACTURER INDOOR FLOW ELECTRICAL INDOOR UNIT DIMENSIONS WEIGHT OUTDOOR NOMINAL NOMINAL COP/ EER / ELECTRICAL OUTDOOR UNIT DIMENSIONS WEIGHT REMARKS SERVED UNIT MODEL VOLT/ MCA MOCP INDOOR UNIT (HxWxD) UNIT MODEL COOLING HEATING HSPF SEER VOLT/ MCA MOP RECOMMENDED OUTDOOR UNIT (HxWxD) INDOOR/ OUTDOOR PHASE (INCH) (LBS) (BTU) (BTU) PHASE FUSE SIZE (INCH) (LBS) AC-1A, AG16, MECH/ELECT CUST. B105 PKFY-P12NHMU-E _(CFM) 355 208/1 0.38 15A 11-5/8Hx35-3/8Wx9-13/160 30 PUMY-P48NKMU1 48,000 54,000 3.8 / 12.6 / 208/1 31 44 40 52-11/16Hx41-11/32Wx13D 269 SEE NOTES AC-1C! CU-01 ELECT. ROOM B207, ELEVATOR 6105A MITSUBISHI PKFY-P24NKMU-E PKFY-P12NHMU-E 570 355 208/1 208/1 0.37 0.38 15A 15A 14-3/8Hx46-1/16Wx11.5/8D 11-5/8Hx35-3/8Wx9-13/16D 46 30 11.7 20.2 _ _ NOTES: 1) SEE DRAWINGS FOR LOCATION OF REMOTE CONDENSING UNITS ON ROOFS. 2) PROVIDE WITH WIRED REMOTE CONTROLLER. PROVIDE CONTROL/POWER WIRES AND REFRIGERANT PIPING FROM OUTDOOR UNIT TO INDOOR UNIT PER MANUFACTUERS RECOMMENDATIONS. 3) SYSTEM COMPLIES WITH ECONOMIZER EXCEPTION 10, OPTION A; SCHEDULED EFFICIENCIES ARE 15% GREATER THAN LISTED. 4) PROVIDE "LITTLE GIANT" CONDENSATE PUMP AT EACH INDOOR UNIT LOCATION. NO EXCEPTIONS. VRF OUTDOOR UNIT SCHEDULE UNIT NO. MAKE / MODEL NUMBER MODULES (SIZE) NOMINAL COOLING CAPACITY (BTU/h) NOMINAL HEATING CAPACITY (BTU/h) COOLING EFFICIENCY (IEER/EER) HEATING COP (@ 47°F) NOMINAL SYSTEM CONNECTED CAPACITY (°/, of NOM.) DESIGN COOLING OUTDOOR TEMP. DB (°F) DESIGN HEATING OUTDOOR TEMP. WB (°F) MAX. PIPE LENGTH FROM BC OR 1ST JOINT (FT.) REFRIG PIPE HIGH/LOW PRESSURE ("! 1(BTU/h) CORRECTED CAPACITY SOUND PRESSURE NBA) INVERTER DRIVEN COMPRESSOR (TYPE / # OF) PRELIMINARY ADDED FIELD CHARGE ELECTRICAL -PER MODULE WEIGHT (LBS) REMARKS COOLING TOTAL CAPACITY HEATING CAPACITY (BTU/h) V/0 FLA MCA MOCP ODU-1 MITSUBISHI PURY-P168YLMU-A P168 168,000.00 188,000.0 19.6/11.2 3.49 111.9% 86 17.4 70 7/8 / 1 1/8 167,805.9 124,486.3 61 SCROLU1 52.9 460/3 - 31 50 730 SEE NOTES ODU-2 MITSUBISHI PURY-P336YSLMU-A P168, P168 336,000.00 378,000.0 17.6/9.7 3.23 122.0% 86 17.4 100 1 1/8 / 1 5/8 337,629.7 252,871.2 64 SCROLL/2 85.6 460/3 - 31/31 50/50 1460 SEE NOTES NOTES 1. NOMINAL COOLING CAPACIT ES ARE BASED ON INDOOR COIL ENTERING AIR TEMP OF 80°/67°F (DB/WB) AND OUTDOOR TEMP OF 95°F (DB). 2. NOMINAL HEATING CAPACITIES ARE BASED ON INDOOR COIL ENTERING AIR TEMP OF 70°F (DB) AND OUTDOOR TEMP OF 43°F (WB). 3. EFFICIENCY VALUES FOR EER, IEER & COP ARE BASED ON AHRI 1230 TEST METHOD FOR MIXTURE OF DUCTED AND NON -DUCTED INDOOR UNITS. 4. FOR SYSTEMS WITH MULTIPLE MODULES, REFRIGERANT PIPE DIMENSIONS INDICATE TOTAL SYSTEM COMBINED PIPING DOWNSTREAM OF MODULE TWINNING. 5. ADDED FIELD CHARGE LISTED IN ADDITION TO FACTORY CHARGE, THIS MUST BE UPDATED BASED UPON FINAL AS -BUILT OF PROPOSED PIPING LAYOUT. 6. INCLUDE LOW AMBIENT HOOD KIT WITH ASSOCIATED WIND BAFFLES FOR 100% LOW AMBIENT COOLING DOWN TO MINUS (-) 10°F. AIR TERMINAL SCHEDULE SYMBOL AIR TERMINAL - SIZES AS NOTED ON PLANS INLET SUPPLY AIR / OUTSIDE AIR CEILING DIFFUSER: TITUS MODEL TDCA ADJUSTABLE DIFFUSER FOR INSTALLATION IN CEILINGS. PROVIDE 24x12 OR 24x24 PANS AS REQUIRED TO SUIT CEILING PANELS. MANUFACTURER'S STANDARD OFF-WHITE FINISH. OT-BAR CFM INLET OUTSIDE AIR / SUPPLY AIR REGISTER: TITUS MODEL 300FS FOR INSTALLATION ON EXPOSED DUCTWORK OR WALL, 3/4" BLADE SPACING, DOUBLE DEFLECTION, INDIVIDUALLY ADJUSTABLE BLADES, FRONT BLADES PARALLEL TO SHORT DIMENSION. MANUFACTURER'S STANDARD OFF-WHITE FINISH. O CFM rA INLET CEILING RETURN REGISTER: TITUS MODEL 50-F 1/2"x1/2"x1/2" EGGCRATE GRILLE FOR INSTALLATION IN T-BAR CEILINGS. PROVIDE 12x24 OR 24x24 PANS AS REQUIRED TO SUIT CEILING PANELS. MANUFACTURER'S STANDARD OFF-WHITE FINISH. PAINT DUCT MATTE BLACK BEHIND GRILLE. ..1.,- CFM INLET CEILING EXHAUST GRILLE: TITUS MODEL 50-F FOR INSTALLATION IN T-BAR CEILINGS. PROVIDE 24x12 OR 24x24 AS REQUIRED TO SUIT CEILING PANELS. MANUFACTURER'S STANDARD OFF-WHITE FINISH. PAINT DUCT MATTE BLACK BEHIND GRILLE. OPANS CFM INLET CEILING DIFFUSER: TITUS MODEL TDCA ADJUSTABLE DIFFUSER FOR HARD CEILING APPLICATION. FURNISH WITH STANDARD FLANGE FRAME. MANUFACTURER'S STANDARD OFF-WHITE FINISH. E CFM CEILING EXHAUST GRILLE: TITUS MODEL 50-F 1/2"x1/2"x1/2" EGGCRATE GRILLE FOR INSTALLATION IN HARD CEILINGS. MANUFACTURER'S STANDARD OFF-WHITE FINISH. PAINT DUCT MATTE BLACK BEHIND GRILLE. OINLET CFM INLET WALL RETURN: TITUS MODEL 3ORL HEAVY DUTY STEEL REGISTER WITH 0°-DEFLECTION LOUVERS SPACED 3/8". MANUFACTURER'S STANDARD OFF-WHITE FINISH. PAINT DUCT MATTE BLACK BEHIND GRILLE. OG CFM INLET WALL TRANSFER GRILLE: TITUS MODEL 35ORL, WITH HORIZONTAL 35"-DEFLECTION BLADES SPACED 3/4". MANUFACTURER'S STANDARD OFF-WHITE FINISH. PAINT DUCT MATTE BLACK BEHIND GRILLE. TURN BLADES UP. OH CFM ROUND SUPPLY DIFFUSER: TITUS MODEL TMRA-AA, ALUMINUM, TRIPLE ROUND CONE CENTER, WITH TWO HORIZONTAL ADJUSTMENT SETTINGS. MANUFACTURER'S STANDARD OFF-WHITE FINISH. OINLET CFM CEILING TRANSFER GRILLE: TITUS MODEL 50-F FOR INSTALLATION IN T-BAR CEILINGS. PROVIDE 24x12 OR 24x24 PANS AS REQUIRED TO SUIT CEILING PANELS. MANUFACTURER'S STANDARD OFF-WHITE FINISH. PAINT DUCT MATTE BLACK BEHIND GRILLE. OINLET CFM if-4.., INLET DRUM SUPPLY REGISTER: TITUS MODEL DL SUPPLY LOUVER. MANUFACTURER'S STANDARD OFF-WHITE FINISH. RE COD CFM DRUM SUPPLY REGISTER: TITUS MODEL DLSV SUPPLY LOUVER SPLIT VANE. MANUFACTURER'S STANDARD OFF-WHITE FINISH. OINLET CFM HIGH/LOW WALL RETURN: KEES, INC., MODEL GHD GYM -GRADE STEEL WELDED FRAME REGISTER WITH 0°-DEFLECTION LOUVERS SPACE 1/2". FINISH SHALL BE MANUFACTURER'S STANDARD WHITE. PAINT DUCT MATTE BLACK BEHIND GRILLE. C OINLET CFM NOTES: BU1L HEWED FOR COMPLIANCE PPROVED ity of Tukwila DING ION architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com J I- 0 0 0 tF- o J -Jo O 0 o 2 ce co w < <0 • 0a (- V! < !,REVISION ]DATE Design: RSH Drawn: RSH Checked: DMM Project No. 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title MECHANICAL SCHEDULES rawing Number RECEIVED CITY OF TUKWILA NUV 02 2818 PERMIT CENTER COPYRIGHT 02018 ROLLUO rolluda architects EXISTING AIR HANDLING UNIT SCHEDULE W/DX COOLING TAG AREA SERVED LOCATION MANUFACTURER / MODEL (EXISTING) SUPPLY FAN ELECTRICAL EXISTING HEATING WATER COIL DX COOLING COIL FILTER SIZES (#-WxH) (#-INxIN) DIMENSIONS (LxWxHT) (INxINxIN) WEIGHT (LBS) REMARKS AIRFLOW (CFM) TSP liN) MOTOR (#-H) MAX SPEED _RPM) FLA (AMPSL MCA (AMPS) MCB (AMPS) VOLTAGE/ PHASE (V/0) TOTAL CAPACITY (MBH) MAX AIR VELJAPD (FPM/IN) EAT (°FL(°FUGPM)- LAT FLOW MAX WATER PD (FT. HD) EWT/LWT (°F/°F) HWS/R RUNOUT (IN) TOTAL CAPACITY (MBH) SENSIBLE CAPACITY (MBHI MAX AIR VEIJAPD (FPM/IN) EAT S°F)_(°F)_ LAT AHU-A01 BUILDING"A" - NORTHWEST BLDG." A" MECHANICAL ATTIC TRANE CC21P 10080 3.00 10.0 1200 N/A N/A N/A 480V/30 N/A N/A N/A N/A N/A N/A N/A N/A SEE DX COOLING COIL SCHEDULE, SHEET M0.05. N/A N/A 2866 SEE NOTES AHU-A02 BUILDING"A" - NORTHWEST BLDG. "A" MECHANICAL ATTIC TRANE CC21P 10220 3.00 10.0 1200 N/A N/A N/A 480V/30 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 2866 SEE NOTES AHU-A03 BUILDING "A" - LRC BLDG. "A" MECHANICAL ATTIC TRANE CC17B 7500 2.00 5.0 800 N/A N/A N/A 480V/30 225.0 0.06/430 55.0 85.0 22.5 0.45 180'1160° 1-1/2" N/A N/A 2214 SEE NOTES AHU-A04 BUILDING "A" - COMMONS BLDG. "A" MECHANICAL ATTIC TRANE CC25P 12000 2.00 5.0 971 N/A N/A N/A 480V/30 390.0 0.13/605 55.0 85.0 39.0 0.13 180 /160° 2" N/A N/A 4530 SEE NOTES AHU-A05 BUILDING "A" -SOUTHWEST BLDG. "A" MECHANICAL ATTIC TRANE CC25P 14170 3.00 15.0 1227 N/A N/A N/A 480V/30 N/A N/A N/A N/A N/A N/A N/A N/A N/A NIA 3183 SEE NOTES AHU-A06 BUILDING "A" - SOUTHEAST BLDG. "A" MECHANICAL ATTIC TRANE CC25P 13670 3.00 15.0 1227 N/A N/A N/A 480V/30 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 3183 SEE NOTES AHU-A07 BUILDING "A" - SCIENCE BLDG. "A" MECHANICAL ATTIC TRANE CC6B 2400 2.50 2.0 1570 N/A N/A N/A 480V/30 96.0 0.20/500 45.0 85.0 9.6 0.40 180°/160° 1-1/4" N/A N/A 1119 SEE NOTES AHU-A08 BUILDING "A" - SCIENCE BLDG. "A" MECHANICAL ATTIC TRANE CC6B 2600 2.50 2.0 1581 N/A N/A N/A 480V/30 104.0 0.22/594 45.0 85.0 10.4 0.50 180°/160° 1-1/4" N/A N/A 1119 SEE NOTES AHU-001 GYM - BUILDING "C" BLDG. "C" MECHANICAL PLATFORM MCQUAY HQ-222H EXISTING UNIT REPLACED WITH NEW, SEE FCU-001, FAN COIL UNIT SCHEDULE, SHEET MO 05. AHU-D01 BUILDING "D" BLDG. "D" MECHANICAL PLATFORM BUILT UP 3480 N/A 3.0 N/A N/A N/A N/A 480V/30 121.8 0.20/500 - - 12.2 1.00 180°/160° 1-1/4" N/A N/A N/A N/A N/A N/A N/A N/A SEE NOTES AHU-D02 BUILDING "D" BLDG. "0" MECHANICAL PLATFORM BUILT UP 3280 N/A 3.0 N/A N/A N/A N/A 480V/30 114.8 0.20/500 - - 11.9 1.00 180°/160° 1-1/4" N/A N/A N/A N/A N/A N/A NIA N/A SEE NOTES AHU-D03 BUILDING "D" BLDG. "0" MECHANICAL PLATFORM BUILT UP 3450 N/A 3,0 N/A N/A N/A N/A 480V/30 120.75 0.20/500 - - 12.1 1.00 180°/160° 1-1/4" N/A N/A N/A N/A N/A N/A N/A N/A SEE NOTES NOTES: 1) PROVIDE NEW DX COOLING COILS. SEE COIL AND CONDENSING UNIT SCHEDULES, THIS SHEET. 2 REPLACE ALL EXISTING FILTERS WITH 2" DEEP MERV 8 FILTERS UNLESS NOTED OTHERWISE. MC SHALL FIELD VERIFY EXACT QUANTITY AND SIZE FOR EACH UNIT. 3) PROVIDE WITH NEW VFD'S FOR RPM/BALANCING CONTROL. MC SHALL COORDINATE WITH DIVISION 26 FOR DISCONNECT OF OLD & TERMINATION OF NEW VFD'S AND MOTORS. 4) PROVIDE NEW MOTORS, SHEAVES, FAN BEARINGS AND BELTS FOR EACH EXISTING AIR HANDLING UNIT. TAB CONTRACTOR SHALL PROVIDE MC WITH ALL MODEL NUMBERS BASED ON FIELD VERIFICATION. 5) VERIFY THAT DUCT SMOKE DETECTORS (DSD'S) HAVE BEEN PROVIDED WITHIN THE RETURN DUCTWORK ON UNITS OVER 2000 CFM PER IMC 606.2.1. IF NOT, DSD SHALL BE FURNISHED BY DIV. 26, INSTALLED BY DIV. 23, HARDWIRE INTERLOCK BETWEEN AHU CONTROLS AND DSD BY DIV. 23, FIRE ALARM WIRING BY DIV. 26. 6) MC SHALL COORDINATE WITH TAB CONTRACTOR FOR UNIT EVALUATION AND EXISTING RUNNING CONDITIONS. PROVIDE CURRENT OPERATING AMPERAGE, RPM AND ALL BELT, SHEAVE AND MOTOR INFORMATION FOR SELECTION OF NEW TO REPLACE EXISTING. 7) ALL AHU CONDENSING COIL REPLACEMENTS SHALL REQUIRE DISASSEMBLY OF THE EXISTING AHU, INCLUDING OSA, RETURN AND SUPPLY DUCTWORK CONNECTIONS AND ALL HYDRONIC AND REFRIGERANT COIL PIPING CONNECTIONS. COOLING (DX) COIL REPLACEMENT SCHEDULE MARK LOCATION SERVES MANUFACTURER/ MODEL NO. COILS REMARKS COIL CFM COIL SIZE COIL TOTAL SENSIBLE ENT. LVG. REF. SUCTION ROWS COIL COIL WEIGHT CONN. CAPACITY CAPACITY DB/WB DB/WB TYPE TEMP (#) MAX APD MAX VEL. (LBS) (CFM/EA) (LxH) (# OF) (MBH) (MBH) (F°/F°) (Fir) (R) (F°) ("/WC) (FPM) CC-A01 (E)AHU-A01, BLDG. "A" MECH. ATTIC. BUILDING "A" TRANE DUFB45 10080 67x45 2 325.37 238.19 78.0/65.0 56.46/54.29 410A 43.01 4 0.50 485 225 SEE NOTES CC-A02 (E)AHU-A02, BLDG. "A" MECH. ATTIC. BUILDING "A" TRANE DUFB45 10220 67x45 2 326.02 237.84 78.0/65.0 56.78/54.43 410A 43.13 4 0.45 500 225 SEE NOTES CC-A03 (E)AHU-A03, BLDG. "A" MECH. ATTIC. BUILDING "A" TRANE DUFB37 7500 65x37 2 197.00 159.24 78.0/65.0 58.67/56.46 410A 45.00 4 0.40 450 175 SEE NOTES CC-A04 (E)AHU-A04, BLDG. "A" MECH. ATTIC. BUILDING "A" TRANE DUFB51 12000 69x51 4 390.00 300.88 78.0/65.0 55.15/54.20 410A 43.00 4 0.50 500 275 SEE NOTES CC-A05 (E)AHU-A05, BLDG. "A" MECH. ATTIC. BUILDING "A" TRANE DUFB51 14170 69x51 2 400.00 319.94 78.0/65.0 57.44/55.76 410A 43.25 4 0.65 600 250 SEE NOTES CC-A06 (E)AHU-A06, BLDG. "A" MECH. ATTIC. BUILDING "A" TRANE DUFB51 13670 69x51 2 397.32 294.49 78.0/65.0 58.37/55.47 410A 43.00 4 0.50 575 240 SEE NOTES CC-A07 (E)AHU-A07, BLDG. "A" MECH. ATTIC. BUILDING "A" TRANE DUFB23 2400 36x23 2 77.00 59.67 78.0/65.0 55.35/54.36 410A 43.00 4 0.40 425 100 SEE NOTES CC-A08 (E)AHU-A08, BLDG. "A" MECH. ATTIC. BUILDING "A" TRANE DUFB23 2600 36x23 2 78.17 61.38 78.0/64.0 56.47/53.86 410A 43.00 4 0.40 450 100 SEE NOTES NOTES: 1. COILS SHALL REPLACE EXISTING COILS AT EXISTING AIR HANDLING UNITS. SEE DRAWINGS FOR LOCATIONS. 2. SEE MECHANICAL DEMOLITION SHEETS MD1.01 THRU MD1.06 FOR ADDITIONAL INFORMATION. 3. PROVIDE NEW DRAIN PANS UPON INSTALLATION OF NEW COILS. 4. PROVIDE INSULATION, JACKET AND LINE -SET COVERS IN ACCORDANCE WITH SPECIFICATION. 5. PROVIDE ALL SHUTOFF VALVES, LIQUID LINE FILTER DRIER, SUCTION LINE FILTER, EXPANSION VALVES, FROSTAT AND MOISTURE AND LIQUID INDICATOR FOR A FULLY OPERATION REFRIGERANT CIRCUIT AIR-COOLED CONDENSING UNIT SCHEDULE TAG UNIT SERVED LOCATION EXISTING MANUFACTURER/MODEL & MBH CAPACITY NEW MANUFACTURER/MODEL COOLING CONDENSER FANS MOTOR/HP (# I HP) COMP. (# OF) ELECTRICAL DIMENSIONS @ CURB (LxWxHT) (INxINxIN) WEIGHT (NEW) (LBS) REMARKS COOLING TONNAGE (# OF) COOLING CIRCUITS (# OF) GROSS CAPACITY (MBH) EER COMP. RLA WA) COND. FLA (AMPS) MCA (AMPS) MOP (AMPS) VOLTAGE/ PHASE V/0 CU-A01 (E) AHU-A01 BUILDING "A" ROOF TRANE RUAC - C204E (239.0 MBH) TRANE TTA30044CAA 25.0 1 318.0 11.7 2/1.0 2 19.4/19.4 2.5 49.00 60.00 480/30 93x46x51 1000 SEE NOTES CU-A02 (E) AHU-A02 BUILDING "A" ROOF TRANE RUAC - C204E (239.0 MBH) TRANE TTA30044CAA 25.0 1 318.0 11.7 2/1.0 2 19.4/19.4 2.5 49.00 60.00 480/30 93x46x51 1000 SEE NOTES CU-A03 (E) AHU-A03 BUILDING "A" ROOF TRANE TTA -18064 (185.0 MBH) TRANE TTA18044CAA 15.0 1 182.0 12.8 2/1.0 2 12.8/10.6 2.5 32.00 50.00 480/30 93x46x46 825 SEE NOTES CU-A04 (E) AHU-A04 BUILDING "A" ROOF TRANE RUAC - C304E (374.0 MBH) TRANE RAUJC304B 30.0 1 400.0 11.4 3/1.0 2 25.5/25.5 1.8 63.00 80.00 480/30 89x61x75 1625 SEE NOTES CU-A05 (E) AHU-A05 BUILDING "A" ROOF TRANE RUAC - C304E (374.0 MBH) TRANE RAUJC304B 30.0 1 400.0 11.4 3/1.0 2 25.5/25.5 1.8 63.00 80.00 480/30 89x61x75 1625 SEE NOTES CU-A06 (E) AHU-A06 BUILDING "A" ROOF TRANE RUAC - C304E (374.0 MBH) TRANE RAUJC304B 30.0 1 400.0 11.4 3/1.0 2 25.5/25.5 1.8 63.00 80.00 480/30 89x61x75 1625 SEE NOTES CU-A07 (E)AHU-A07 BUILDING "A" ROOF TRANE TTA-060B4 (60.0 MBH) TRANE TTA07244CAA 6.0 2 68.0 12.0 1/0.5 2 5.7/5.7 1.6 14.00 20.00 480/30 42x36x41 375 SEE NOTES CU-A08 (E) AHU-A08 BUILDING "A" ROOF TRANE TTA- 060B4 (60.0 MBH) TRANE TTA07244CAA 6.0 2 68.0 12.0 1/0.5 2 5.7/5.7 1.6 14.00 20.00 480/30 42x36x41 375 SEE NOTES CU-A09 FC-A01 BUILDING "A" ROOF N/A TRANE TTA18044CAA 15.0 1 182.0 12.8 2/1.0 2 12.8/10.6 2.5 32.00 50.00 480/30 93x46x46 825 SEE NOTES NOTES: 1) EFFICIENCIES ARE IN ACCORDANCE WITH AHRI STANDARD 210/240. SYSTEM DESIGN CAPACITY BASED ON 85°F AMBIENT AND 40°F SUCTION TEMP. LEAD COOLING CIRCUIT EQUIPPED WITH VARIABLE SPEED COMPRESSOR. 2) EQUIPMENT SHALL BE PROVIDED WITH A VISIBLE NAMEPLATE THAT INDICATES THE (SCCR) SHORT CIRCUIT CURRENT RATING IN ACCORDANCE WITH UL REQUIREMENTS. REFER TO ELECTRICAL DRAWINGS FOR MINIMUM RATINGS. 3) CONTRACTOR SHALL REFER TO THE MANUFACTURER'S LISTED RECOMMENDATIONS FOR SUCTION AND LIQUID LINE SIZING. 4) PROVIDE WITH R410A REFRIGERANT, VIBRATION ISOLATION KIT, CONDENSER COIL GUARDS, PHASE FAILURE RELAY, TXVS AND REFRIGERANT PRESSURE GAUGES. TXV'S SHALL BE INSTALLED ON SITE. 5) DIVISION 26 SHALL PROVIDE DISCONNECTS. 6) PROVIDE ALL SHUTOFF VALVES, LIQUID LINE FILTER DRIER, SUCTION LINE FILTER, EXPANSION VALVES, FROSTAT AND MOISTURE AND LIQUID INDICATOR FOR A FULLY OPERATIONAL REFRIGERANT CIRCUIT 7) PROVIDE WITH BACNET COMPATIBLE INTERFACE CARD FOR FULL EMS CONTROL OF THESE UNITS. 8) UNITS SHALL BE PROVIDED WITH A VISIBLE NAMEPLATE INDICATING THE SHORT CIRCUIT CURRENT RATING (SCCR) IN ACCORDANCE WITH UL REQUIREMENTS. REFER TO ELECTRICAL DRAWINGS FOR MINIMUM RATINGS. FAN COIL UNIT SCHEDULE TAG AREA SERVED MANUFACTURER /MODEL FAN ELECTRICAL HEATING WATER COIL DX COOLING COIL FILTER SIZES (#-WxH) (#-INxIN) DIMENSIONS (LxWxHT) (INxINxIN) WEIGHT (LBS) REMARKS FLOW (CFM) MOTOR (H.P.) ESP (IN" WC) MOTOR DRIVE FLA (A) MCA (A) MOP (A) VOLTAGE/ PHASE V/0 TOTAL CAPACITY (MBH) MAX AIR APD (IN) EAT DB (°) LAT DB (°F) FLOW (GPM) MAX WATER WPD (FT. HD) EWT/LWT (°FPF) HWS/R RUNOUT (IN) TOTAL CAPACITY (MBH) SENSIBLE CAPACITY (MBH) MAX AIR APD (IN) EAT DB (°F) LAT DB (°F) FCU-A01 COMMONS/CAFETERIA DAT 4060 5.0 1.5 DIRECT 6.6 8.3 15.0 480V/30 130.2 .20 65° 95° 13.0 3.0 180°/160° 1-1/2" 166.5 115.0 .080 80° 53.1° (2)25x25x2 102x60x39 2000 SEE NOTES FCU-001 BUILDING C - GYM DAT 13000 7.5 1.5 DIRECT 9.7 12.2 20.0 480V/30 425.0 .20 65° 95° 42.5 3.0 180°/160° 2-1/2" N/A N/A N/A N/A N/A (6)) 20x224x24x2 100x76x75 3000 SEE NOTES NOTES: 1) PROVIDE WITH HEATING COIL & 2" DEEP MERV 13 FILTERS. 2) PROVIDE WITH HEATING AND DX COOLING COIL & 2" DEEP MERV 13 FILTERS. 3) ALL THREE PHASE MOTORS SHALL BE PROVIDED WITH VFD'S FOR RPM AND BALANCING CONTROL. 4) DIVISION 26 SHALL PROVIDE (1) 460V/3P FUSED DISCONNECT, AND CORRESPONDING 460V/3P CONNECTION TO UNIT. WIRING FROM POINT OF UNIT CONNECTION TO VFD'S SHALL BE INTERNAL TO UNIT AND SHALL 8E PROVIDED BY DIVISION 23. 5) PROVIDE WITH INTERNAL SPRING ISOLATION. ELEVATE CONDENSATE FOR TRAPPING. 6) UNITS SHALL BE SEISMICALLY ANCHORED TO CURB AND OR STRUCTURE. 7) PROVIDE DUCT SMOKE DETECTOR (DSD) WITHIN THE RETURN DUCTWORK ON UNITS OVER 2000 CFM PER IMC 606.2.1. DSD FURNISHED BY DIV. 26, INSTALLED BY DIV. 23, HARDWIRE INTERLOCK BETWEEN AHU CONTROLS AND DSD BY DIV. 23, FIRE ALARM WIRING BY DIV. 26. 8) UNITS SHALL BE PROVIDED WITH A VISIBLE NAMEPLATE INDICATING THE SHORT CIRCUIT CURRENT RATING (SCCR) IN ACCORDANCE WITH UL REQUIREMENTS. REFER TO ELECTRICAL DRAWINGS FOR MINIMUM RATINGS. ZONE DAMPER SCHEDULE TAG AREA SERVED MANUFACTURER / MODEL FLA (A) POWER (W) VOLTAGE/ PHASE V/0 ZD INLET SIZE (IN) ASSOCIATED DOAS MAX OSA AIRFLOW (CFM) DIMENSIONS (LxWxHT) (DIA.) (IN) WEIGHT (LBS) REMARKS ZD-8101 CREATIVE LEARNING LAB 8101 YOUNG REGULATOR 4075-H90 0.085 2.0 24V 12"0 DOAS-03 560 12"0x8" 15 SEE NOTES ZD-8102 MUSIC ROOM B109 YOUNG REGULATOR 4075-H90 0.085 2.0 24V 12"0 DOAS-03 560 12"0x8" 15 SEE NOTES ZD-8103 SCIENCE LAB B102 YOUNG REGULATOR 4075-H90 0.085 2.0 24V 12"0 DOAS-02 580 12"0x8" 15 SEE NOTES ZD-8104 SCIENCE LAB B104 YOUNG REGULATOR 4075-H90 0.085 2.0 24V 12"0 DOAS-02 580 12"0x8" 15 SEE NOTES ZD-8105 SCIENCE LAB B108 YOUNG REGULATOR 4075-H90 0.085 2.0 24V 12"0 DOAS-02 580 12"0x8" 15 SEE NOTES ZD-B201 MATCH CLASSROOM B201 YOUNG REGULATOR 4075-H90 0.085 2.0 24V 12"0 DOAS-03 430 12"0x8" 15 SEE NOTES ZD-8202 ART ROOM B211 YOUNG REGULATOR 4075-H90 0.085 2.0 24V 12"0 DOAS-03 580 12"0x8" 15 SEE NOTES ZD-8203 MATCH CLASSROOM B202 YOUNG REGULATOR 4075-H90 0.085 2.0 24V 12"0 DOAS-02 430 12"0x8" 15 SEE NOTES ZD-6204 MATCH CLASSROOM B204 YOUNG REGULATOR 4075-H90 0.085 2.0 24V 12"0 DOAS-02 430 12"0x8" 15 SEE NOTES ZD-B205 MATCH CLASSROOM B206 YOUNG REGULATOR 4075-H90 0.085 2.0 24V 12"0 DOAS-02 430 12"0x8" 15 SEE NOTES ZD-8206 MATCH CLASSROOM B208 YOUNG REGULATOR 4075-H90 0.085 2.0 24V 12"0 DOAS-02 430 12"0x8" 15 SEE NOTES NOTES: 1) PROVIDE 120V/24V TRANSFORMER, MODEL #3035. VRF HEAT RECOVERY BRANCH CIRCUIT CONTROLLER SYSTEM NO. UNIT NO. MODEL NUMBER TYPE (DOUBLE/ MAIN / SUB) NUMBER OF PORTS CONNECTED CAPACITY TO BC (BTU'S) VOLTAGE/ PHASE POWER COOLING 208V (kW) POWER HEATING 208V (kW) MCA WEIGHT (LBS) REMARKS ODU-1 BC-1 CMB-P108NU-HA1 MAIN 8 188,000.00 208V/10 0.152 0.076 1.45 124 SEE NOTES ODU-2 BC-2 CMB-P1016NU-HA1 MAIN 16 410,000.00 208V/10 0.274 0.137 1.65 172 SEE NOTES NOTES: 1. INCLUDE DIAMONDBACK BALL VALVES BV-SERIES, 700 PSIG WORKING PRESSURE, FULL PORT, 410A RATED. PROPELLER FAN SCHEDULE TAG AREA SERVED LOCATION TYPE MANUFACTURER / MODEL SPEED (RPM) POWER (HP/WATTS) FLA (A) MOP (A) VOLT/PH (V/0) DIMENSIONS (DIA.) (IN) WEIGHT (LBS) REMARKS PF-01 BLDG. "B" - LEVEL 2 - NORTH CEILING AIRFOIL BAF - ESSENCE 107 684W 5.7 10.0 120/1 10'-0" 85 SEE NOTES PF-02 BLDG. "B" - LEVEL 2 - SOUTH CEILING AIRFOIL BAF - ESSENCE 107 684W 5.7 10.0 120/1 10-0" 85 SEE NOTES NOTES: ) PROVIDE WITH WIRED WALL MOUNTED VARIABLE SPEED CONTROLLER, ECM MOTOR. 2) ENTIRE FAN ASSEMBLY, INCLUDING WINGLETS, TUBE AND FOILS, SHALL BE WHITE BY WAY OF COLOR SELECTION, NO EXCEPTIONS. TYPICAL OF 2. 3) TUBE LENGTH, 12" MAXIMUM. FIELD COORDINATE EXACT MOUNTING HEIGHT WITH ARCHITECT. ELECTRIC WALL HEATER SCHEDULE TAG LOCATION MANUFACTURER 1 MODEL AIRFLOW (CFM) ELECTRIC HEATING ELECTRICAL DIMENSIONS (LxWxHT) (INxINxIN) WEIGHT (LBS) REMARKS CAPACITY (KW) STAGES (#) FLA (AMPS) MAX FUSE (AMPS) VOLT./PH. (V/0) EWH-01 DOMESTIC RISER RM Q-MARK CWH3404F 100 3 1 14.5 20 208V/1 16x4x20 22 SEE NOTES NOTES: 1. PROVIDE WITH MODEL CWH35M SURFACE MOUNTING FRAME AND MODEL LFKSFC 14 GAUGE SECURITY FRONT COVER. THERMOSTAT SHALL BE INTEGRAL. EXHAUST FAN SCHEDULE TAG AREA SERVED LOCATION TYPE MANUFACTURER / MODEL FAN MOTOR DRIVE TYPE DIMENSIONS (DIA.xHT) (INxIN) WEIGHT (LBS) REMARKS FLOW (CFM) ESP (IN WC) SPEED (RPM) POWER (HP/WATTS) AMPS (A) VOLT/PH (V/0) SK-01 KILN ROOM B216 WALL INLINE SKUTT ENVIROVENT 2 170 N/A N/A N/A 1.4 120/1 DIRECT 12x12x12 17 NOTE 5 EF-Al2 BOILER ROOM CEILING INLINE GREENHECK SQ-75-VG 200 0.50 1598 0.10 2.6 120/1 DIRECT 13x12x12 55 PROVIDE W/ ROOF CAP EF-C1 BUILDING C CEILING INLINE GREENHECK SQ-75-VG 100 0.75 1272 0.10 2.6 120/1 DIRECT 13x12x12 55 PROVIDE W/ WALL CAP NOTES: 1) PROVIDE WITH VARI-GREEN MOTOR. 2) EXHAUST OUTLETS OR SYSTEMS SHALL BE EQUIPPED WITH A BACKDRAFT DAMPER FOR SYSTEMS 300 CFM OR LESS. OUTLETS OR SYSTEMS OVER 300 CFM WITH A MOTORIZED DAMPER THAT SHALL CLOSE AUTOMATICALLY UPON UNIT SHUTDOWN OR LOSS OF POWER IN ACCORDANCE WITH WSEC 1412.4.1. SEE DRAWINGS FOR DAMPER LOCATIONS. 3) PROVIDE WITH SPEED CONTROLLER AND LINE VOLTAGE THERMOSTAT. DIVISION 23 SHALL PROVIDE ALL RELAYS , WIRING AND APPURTENANCES. COORDINATE INSTALLATION WITH DIVISION 26. MOUNT SPEED CONTROLLER AT FAN. 4) PROVIDE WITH NEOPRENE HANGING VIBRATION ISOLATION KIT AND SQUARE TO ROUND ADAPTERS AS NECESSARY. 5) SKUTT KILN EXHAUST FAN SHALL SERVE KILN. SEE DRAWINGS FOR LOCATION. KILN BY OTHERS. SHALL BE EQUIPPED REVIEWED FC n,snr t+nn,1DI AlI R JCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVI RECEIVED CITY OF TUKWILA NuV 02 2010 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com 0 0_0 {.L U a 00 002 t.J.. VJ Z 00 < ;REVISION DATE Design: RSH Drawn: RSH Checked: DMM Project No. 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title MECHANICAL SCHEDULES g r�jp Drawing Number te rolluda architects GAS FIRED WATER HEATER SCHEDULE TAG SYSTEM LOCATION MANUFACTURER / MODEL CAP. RECOVERY TEMP THERM. INPUT MIN/MAX GAS CW HW COMB VENT GAS ELECTRICAL DIMENSIONS OPERATING REMARKS SERVED AT 90°F SETTING EFF. CAPACITY PRESSURE INLET OUTLET INLET OUTLET NPT AMPS VOLTAGE/PHASE (DIAxHT) WEIGHT GAL)_ (GPH) (F) (%) (MBH) (IN WC) (IN) (IN) (IN) (IN) (IN) (A) (V/0) (INxIN) (LBS) DWH-01 DOMESTIC HW MECH/ELEC ROOM B105 A.O. SMITH CYCLONE BTH-300A Mxi 119 640 120 97% 299 4.8"/14" 1-1/2" 1-1/2" 4" 4" 1-1/2" 6.2 120/1 34x76 1850 SEE NOTES DWH-02 DOMESTIC HW MECH/ELEC ROOM B105 A.O. SMITH CYCLONE BTH-300A Mxi 119 640 120 97% 299 4.8"/14" 1-1/2" 1-1/2" 4" 4" 1-1/2" 6.2 120/1 34x76 1850 SEE NOTES NOTES: ) PROVIDE WITH FOLLOWING OPTIONS: VERTICAL TERMINATION CONCENTRIC VENT KIT & CONDENSATE NEUTRALIZATION KIT FOR EACH. 2) DWH-01 & DWH-02, PIPED IN SERIES. SEE GAS -FIRED WATER HEATER DETAIL. GAS FIRED BOILER SCHEDULE TAG LOCATION MANUFACTURER/MODEL HEATING DESIGN RELIEF CAPACITY INPUT OUTPUT EFF BOILER HEAD EWT LWT DESIGN MIN HYDRONICS GAS MIN GAS COMB FLUE ELECTRICAL DIMENSIONS OPERATING REMARKS PRESSURE VALVE CAPACITY CAPACITY AFUE HP LOSS FLOW FLOW RUNOUT RUNOUT PRESSURE INLET OUTLET FLA VOLT/PHASE (LxWxHT) WEIGHT (MEDIUM) (PSIG) (PSIG) (GAL) (MBH) (MBH) (%) (HP) (FT) (°F) (°F) (GPM) (GPM) (IN) (IN) (IN WC) (IN) (IN) (BOILER) (V/0) (INxINXIN) (LBS) B-01 (E) BOILER ROOM LOCHINVAR CREST SERIES PBN2001M WATER 160 - - 2000.0 1700.0 85% - - 180° 160° - - 2-1/2" 1-1/2" 4" - 14" 8"0 10"0 - 120/1 50x27x77 1500 SEE NOTES B-02 (E) BOILER ROOM LOCHINVAR CREST SERIES PBN2001M WATER 160 - - 2000.0 1700.0 85% - - 180° 160° - - 2-1/2" 1-1/2" 4" - 14" 8"0 10"0 - 120/1 50x27x77 1500 SEE NOTES B-03 (E) BOILER ROOM LOCHINVAR CREST SERIES PBN2001M WATER 160 - - 2000.0 1700.0 85% - - 180° 160° - - 2-1/2" 1-1/2" 4" - 14" 8"0 10"0 - 120/1 50x27x77 1500 NOTES: 1) PROVIDE WITH SAFETY RELIEF VALVE, CONDENSATE TRAP, HEADER TEMPERATURE SENSOR, AND CONTROL PANEL. PROVIDE WITH 5:1 BURNER MODULATION (TURNDOWN RATIO). 2) PROVIDE WITH SEALED COMBUSTION KIT AND (ID DEVICE, PROVIDE NOX AND GAS EMISSION RATINGS TO MEET ALL STATE AND LOCAL CODE REQUIREMENTS AND OR ORDINANCES. 3) ALL ELECTRICAL WORK FROM BOILER TO CORRESPONDING EMERGENCY SHUTOFF SWITCHES SHALL BE BY DIVISION 23. 4) BOILER MANUFACTURER SHALL PROVIDE FLUE VENTING. 5) PROVIDE MODEL JM-20 CONDENSATE NEUTRALIZATION KIT. 6) BOILER HEATING WATER TEMPERATURE SETBACK SHALL BE CONTROLLED VIA OUTDOOR TEMPERATURE AND DEMAND. PUMP SCHEDULE TAG PUMP REPLACED SYSTEM SERVED LOCATION EXISTING MANUFACTURER / MODEL NEW MANUFACTURER / MODEL FLOW (GPM) HEAD (FT) FLUID ELECTRICAL DIMENSIONS (LxWxHT) (INxINxIN) OPERATING WEIGHT (LBS) REMARKS HP (HP) RPM (RPM) FLA (AMPS) VOLT/PHASE V/0 HSP-A01 PMP-A01 HYDRONIC SYSTEM LOOP (E) BOILER ROOM ARMSTRONG 4380 BF 3x3x6 BELL & GOSSETT SERIES e-1510 2EB 245.0 70.0 WATER 7.5 1800 - 460/3 19x10x12 415 2 POLE MOTOR, MINIMUM 88.5% EFFICIENCY, PROVIDE WITH VFD. SEE NOTES HSP-A02 PMP-A02 HYDRONIC SYSTEM LOOP (E) BOILER ROOM ARMSTRONG 4380 BF 3x3x6 BELL & GOSSETT SERIES a-1510 2EB 245.0 70.0 WATER 7.5 1800 - 460/3 19x10x12 415 2 POLE MOTOR, MINIMUM 88.5% EFFICIENCY, PROVIDE WITH VFD. SEE NOTES BCP-01 PMP-A04 BOILER B-01 - LOOP (E) BOILER ROOM ARMSTRONG 4380 4x4x6 BELL & GOSSETT ecocirc XL N 40-275 160.0 20.0 WATER 2.0 3550 - 208/1 16x10x12 55 PROVIDE WITH ECM MOTOR, SEE NOTES BCP-02 PMP-A05 BOILER B-02 - LOOP (E) BOILER ROOM ARMSTRONG 4380 4x4x6 BELL & GOSSETT ecocirc XL N 40-275 160.0 20.0 WATER 2.0 3550 - 208/1 16x10x12 55 PROVIDE WITH ECM MOTOR, SEE NOTES BCP-03 NEW BOILER B-03 - LOOP (E) BOILER ROOM ARMSTRONG 4380 4x4x6 BELL & GOSSETT ecocirc XL N 40-275 160.0 20.0 WATER 2.0 3550 - 208/1 16x10x12 55 PROVIDE WITH ECM MOTOR, SEE NOTES DCP-01 NEW DOMESTIC HW - BUILDING B MECH/ELEC B105 N/A BELL & GOSSETT SERIES XLB20-35 6.0 15.0 WATER 1/12 2950 ',.3 120/1 10x6.5x7.5 25 PROVIDE WITH ECM MOTOR, PUMP SHALL BE BRONZE FOR DOMESTIC SERVICE, SEE NOTES. DCP-02 PMP-A03 NON -POTABLE HW -SCIENCE ATTIC "A" CENTRAL ARMSTRONG S25 BELL & GOSSETT SERIES XLB20-35 10.0 15.0 WATER 1/12 2950 1.3 120/1 10x6.5x7.5 25 PROVIDE WITH ECM MOTOR, PUMP SHALL BE BRONZE FOR DOMESTIC SERVICE, SEE NOTES. DCP-03 PMP-A06 EXISTING WH-A01 (E) BOILER ROOM ARMSTRONG BELL & GOSSETT SERIES XLB20-140 55.0 20.0 WATER 1/2 2950 - 208/1 14x8.25x11.5 40 PROVIDE WITH ECM MOTOR, PUMP SHALL BE BRONZE FOR DOMESTIC SERVICE, SEE NOTES. DCP-04 PMP-A07 EXISTING WH-A01 (E) BOILER ROOM ARMSTRONG S25 BELL & GOSSETT SERIES XLB20-35 10.0 15.0 WATER 1/12 2950 1.3 120/1 10x6.5x7.5 25 PROVIDE WITH ECM MOTOR, PUMP SHALL BE BRONZE FOR DOMESTIC SERVICE, SEE NOTES. DCP-05 PMP-A08 EXISTING MIXING VALVE (E) BOILER ROOM ARMSTRONG S25 BELL & GOSSETT SERIES XLB20.35 10.0 15.0 WATER 1/12 2950 1.3 120/1 10x6.5x7.5 25 PROVIDE WITH ECM MOTOR, PUMP SHALL BE BRONZE FOR DOMESTIC SERVICE, SEE NOTES. NOTES: 1) SEE SPECIFICATION AND DETAILS FOR METHODS OF MOUNTING AND INSTALLATION. 2) PROVIDE WITH STAINLESS STEEL FITTED MATERIALS OF CONSTRUCTION WITH INTEGRATED SENSORLESS CONTROL (ITSC), SUITABLE FOR DOMESTIC WATER RECIRCULATION. 3) ALL PUMPS EQUIPPED WITH VFD'S SHALL MODULATE BASED ON DIFFERENTIAL PRESSURE IN ACCORDANCE WITH WSEC C403.4.2.7. EXPANSION TANK SCHEDULE TAG SYSTEM SERVED LOCATION MANUFACTURER/MODEL VOLUME (GAL) ACC. VOLUME (GAL) SYSTEM CONN (IN) DIMEN. (DIAxHT) (INxIN) OPER. WEIGHT (LBS) REMARKS DET-01 AREA B DOMESTIC HW MECH/ELEC ROOM B105 AMTROL THERM-X-TROL ST-30V-C 14.0 9.0 3/4" 17"x20" 150 SEE NOTES ET-01 HYDRONIC HW LOOP EXISTING BOILER ROOM AMTROL 220.0 - - - - SEE NOTES ET-02 EXISTING DOMESTIC HW EXISTING BOILER ROOM AMTROL THERM-X-TROL ST-30V-C 14.0 9.0 3/4" 17"x20" 150 SEE NOTES ET-03 EXISTING DOMESTIC HW EXISTING BOILER ROOM AMTROL THERM-X-TROL ST-30V-C 14.0 9.0 3/4" 17"x20" 150 SEE NOTES NOTES: 1) ALL EXPANSION TANKS SHALL BE ASME RATED AND SHALL BE DELIVERED TO THE SITE PRE -CHARGED TO THE SYSTEM OPERATING PRESSURE. PROVIDE SEISMIC BRACING. 2) PROVIDE WITH SEISMIC ANCHOR BOLTS AND BULLS EYE SIGHT GLASS. 3) REUSE EXISTING HOUSEKEEPING PADS FOR ET-01, ET-02 & ET-03. AIR/DIRT SEPARATOR SCHEDULE TAG SYSTEM SERVED LOCATION MANUFACTURER / MODEL RECOMMENDED CAPACITY (GPM) SYSTEM CONN (IN) MAX WPD (FT HD) DIMENSIONS (DIAxHT) (INxIN) OPERATING WEIGHT (LBS) REMARKS AS-01 HYDRONIC HEATING LOOP EXISTING BOILER ROOM BELL & GOSSETT 450.0 6" 1.5 - - SEE NOTES NOTES: 1) PROVIDE SEISMIC BRACING. 2) SUSPEND FROM STRUCTURE, PROVIDE WITH AIR CONTROL, INTEGRAL STRAINER, DRAIN AND BLOW DOWN VALVE. REVIEWED FOR CODE COMPLIANCE APPROVED APR 252019 City of Tukwila BUILDING DIVISI 9,rr RECEIVED CITY OF TUKWILA NuV 02 2018 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com V V� TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com J H0 00 ?REVISION ;DATE Design: RSH Drawn: RSH Checked: DMM Project No. 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title MECHANICAL SCHEDULES wing Number rolluda architects architecture planning interior design 12X16.DN - 4X10 EXH. DN 12X16 DN 28X72 UP 16X16 DN 1" , L SDI I - 100 / \ \ 28X72 UP / , TO RH-A11 / F-1 - — c8 36X26 DN HWS ;O. 2" HWR HWS , 20" PLENUM , 260 /X\ 30X24 DN 22X22 // I 24x24 DN 1/ I 36x16 180 1--160 DN 1-# HWR UPPER LEVEL ATTIC DEMOLITION PLAN - BUILDING "A" - SOUTH SCALE: 1/4" = 1'-0" 1,1‘,117; , 12X F/S _17. 16 DN I FIT-A117 0121ED 36X26UP / /" I (E)AHU-A06 16X16 -10X16 DN -10X16 DN E11 I FIT-A202 111, \ F/S 00 12X16 DN oo 60X28 UP TO RH-A10 12x16 ON (E) REFRIGERANT PIPING UP &DN 14x16 I C I FIT-A131 FIT-A212 (BELOW) FIT-A103 FIT-A115 - ; I 8X1 DN /11 7\1111 -711I16X16 RA DN 12X12 DN 00 (11 FIT-A119 rFIT-A208 I (BELOW) DN i \ / X 10X14 DN 12X12 I "'-30X24 1 UP 22X22 • 11 UP ET - 1(E)AHU-A051 LOWER LEVEL ATTIC DEMOLITION PLAN - BUILDING "A" - SOUTH SCALE: 1/4" = 1'-0" ws 36x36,TRANSITION TO 32X32 DN. / 4" 1-171W11111S R _ , 48x28 UP TO RH-A09 7 HWR 24x24 UP TO RH-A13 48x20 OA PLENUM HWR HWS I 240 GENERAL DEMOLITION NOTES: 1. ALL EQUIPMENT, PIPING, DUCTWORK, CONTROLS AND OR WIRING SHOWN IS A REPRESENTATION OF THE ACTUAL SYSTEMS AND IS NOT TO BE CONSIDERED AN AS -BUILT. ALL DIMENSIONS, LOCATIONS AND QUANTITIES SHALL BE FIELD VERIFIED PRIOR TO COMMENCEMENT OF DEMOLITION OR NEW CONSTRUCTION. /-16X16 RA / / I FIT-A213 F/S 00 ,-24x24 ELEC. PANEL I EF-A10 [ FIT-A206 I (BELOW) -;14 DN v-110X14 DN If:11 10X14 DN,12,11 36X12 FIT-A134 I I FIT-A112 I I FIT-A124 I \ (BELOW) 16X16 DN FHC \1I, 1_I°4 ----1 DEMOLITION PLAN NOTES: 48x28 UP TO RN-A08 O REMOVE ALL EXISTING REFRIGERANT PIPING AS SHOWN. MAINTAIN EXISTING REFRIGERANT PIPING SUPPORT FROM COIL TO EXTERIOR WALL. SEE SHEET M3.05 FOR NEW WORK IN THIS AREA, O REMOVE EXISTING DX COIL WITHIN THE EXISTING AIR HANDLING UNIT AS SHOWN. MAINTAIN EXISTING REFRIGERANT PIPING SUPPORT FROM COIL TO ROOF STRUCTURE. SEE M3.05 FOR NEW WORK IN THIS AREA. C) REMOVE EXISTING REFRIGERANT PIPING AND ASSOCIATED DX COIL WITHIN THE EXISTING AIR HANDLING UNIT AS SHOWN. MAINTAIN EXISTING REFRIGERANT PIPING SUPPORT FROM COIL TO EXTERIOR WALL. SEE M3.05 FOR NEW WORK IN THIS AREA. O SEE SHEET M3.05 FOR EXTENT OF REFURBISHMENT REQUIRED AT EXISTING AHU O SEE SHEET M3.05 FOR EXTENT OF REFURBISHMENT REQUIRED AT EXISTING EXHAUST FAN. 14x14 EXH 14x12(CONNECT TO SA) 1,16X14 1 ; ; ,—.4"F UP & DN ,---;4"HWS & R I / // UPA DN 68 14/1 -\J AHUAO4"I 1 \ 8X14 SA-DN 16X16 RA DN 16X10 DN LAN r PIM 0,1 01 0 32x32 II 1 0011 ' 1111 1(E)AHU-A041 \iI 2' FD 1E) / I:VIEWED FOR COMPLIANCE APPROVED-- APRiFc`La City of Tukwila BUILDING DIVISION 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com vv- 174401TRES WEST . ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42N0 STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com REVISION DATE Design: RSH Drawn: RSH Checked: DMM Project No. 180103 Issuance PERMIT SET ssue Date: 10-19-2018 Drawing Title UPPER/LOWER DEMOLITION ATTIC PLAN -SOUTH `IFJp,'Ll/T ic- Q,Yo:,1,) Drawing Number RECEIVED u/RKP - CITY OF TUKWILA NUV 02 201B PERMIT CENTER OPYRIGHT 2018 HOUMA A rolluda architects 36x36 SA X( 36X36 TRANSITION 'J T040"ODN SDI --20" H.PLENUM 18X18 EXH LOUVER i 30X30 OAI i 12X12 (E)EF-A15I 118x18 DN _ i 24X18IUP TO RH-A01 i n 0 i 22" 0 18"0 2'FD❑° 24"0 26X52 R.A. DOWN 40"0 HWS HWR `4" HWS GENERAL DEMOLITION NOTES: 1. ALL EQUIPMENT, PIPING, DUCTWORK, CONTROLS AND OR WIRING SHOWN IS A REPRESENTATION OF THE ACTUAL SYSTEMS AND IS NOT TO BE CONSIDERED AN AS -BUILT. ALL DIMENSIONS, LOCATIONS AND QUANTITIES SHALL BE FIELD VERIFIED PRIOR TO COMMENCEMENT OF DEMOLITION OR NEW CONSTRUCTION. 18X10 DN �I� 16X16 RA 0 FIT-A110�__ -FIT=A205I:(BELOW - --_ 16X6 DN UV DEMOLITION PLAN NOTES: HWR REMOVE ALL EXISTING REFRIGERANT PIPING AS SHOWN. MAINTAIN EXISTING REFRIGERANT PIPING SUPPORT FROM COIL TO EXTERIOR WALL. SEE SHEET M3.06 FOR NEW WORK IN THIS AREA. OREMOVE EXISTING DX COIL WITHIN THE EXISTING AIR HANDLING UNIT AS SHOWN. MAINTAIN EXISTING REFRIGERANT PIPING SUPPORT FROM COIL TO ROOF STRUCTURE. SEE M3.06 FOR NEW WORK IN THIS AREA. REMOVE EXISTING REFRIGERANT PIPING AND ASSOCIATED DX COIL WITHIN THE EXISTING AIR HANDLING UNIT AS SHOWN. MAINTAIN EXISTING REFRIGERANT PIPING SUPPORT FROM COIL TO EXTERIOR WALL. SEE M3.06 FOR NEW WORK IN THIS AREA. OSEE SHEET M3.06 FOR EXTENT OF REFURBISHMENT REQUIRED AT EXISTING AHU O5 SEE SHEET M3.06 FOR EXTENT OF REFURBISHMENT REQUIRED AT EXISTING RETURN/EXHAUST FAN. 0 SEE SHEET M3.06 FOR EXTENT OF REFURBISHMENT REQUIRED AT EXISTING HEAT EXCHANGER. FIT-A107 18X18 RA FIT-A101 FIT-A204 I, (BELOW) X1 18X14- Li Rt 16X16 DN 20X16 71 (E)EF-A061 I (E)EF-A04 I -36X96 UP TO RH-Al2 HWS HWR 20X18 EXH O I(E)HX-0 HW HWR- 8X18 20X18 DN - -- SDI 40X40 PLENUM 118 0 -10„ 0 DN-TO '} FIT-A176 & FIT-A229 UPPER LEVEL ATTIC DEMOLITION PLAN - BUILDING "A" - CENTRAL SCALE: 1/4" = 1'-0" I,\ ( I WH-A02 I 20X18 DN 12X12 UP TO EF-A15 IL 1 20X18 12X12 DN DX COL. COIL (E)HX-01 I 14X18 DN 16X16 DN 12X12 EXH. - (E)AHU-A07 7-1 14X18 DN "NL4„ I(E)COMP-A02 co 24X6 DN 20X18UP&DN DN I(E)EF-A07I FIT-A176 I FIT-A229 I (BELOW) 6X16 DN LOWER LEVEL ATTIC DEMOLITION PLAN - BUILDING "A" - CENTRAL SCALE: 1/4" = 1'-0" HWS HWR 20X18 UP I (E)AHU-A081 DN REVIEWED FOR CODE COMPLIANCE APPROVED APR 252019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NUV4 ; qT PE architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com isrtr" S TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com REVISION DATE Design: RSH Drawn: RSH Checked: DMM Project No. 180103 Issuance PERMIT SET Ilssue Date: 10-19-2018 Drawing Title UPPER/LOWER DEMOLITION ATTIC PLAN - CENTRAL Drawing Number 1 30X30 OAI BOTTOM UP 3'-6" ABOVE PLATFORM FLOOR 0,— 2 X18 EXH nE)11-1X-021 1'1 /, 1,(1 3" 180 ----r T-18x18 I RA HWS 18X18 RA TO R/E-A02 ',s 12"0 DN HWR HWS 48x24 UP TO RH-A05 80 DN / 180 180 r I (E)HX-02 I (E)EF-A08 I \ - / r—'r----.z.-..-:---------___ \-- ,1 li \ \ 20x18 DN , E,..) [-so] 240 100 DN, TO FIT-A175 AND FIT-A228 ""1.17 1.1.11111 Ir. „. 1 : , \ , i 1 I 100 DN, TO FIT-A174 AND FIT-A227 HWS 24x24 30x28 UP TO RH-A06 14x28 UP TO RH-A06 H R 1 1 —24x24 1 i \ i A I f\ \ 0 ,..• ! t \ \ ‘ \ ! 1 I 180 -- / II 48x28 UP 1 / TO RH-A03 —/ 48x28 UP TO RH-A07 c 14x12 DN m HWS 0 11311111231 51 1!! — HWR UPPER LEVEL ATTIC DEMOLITION PLAN - BUILDING "A" - NORTH SCALE: 1/4" = 1'-0" , - 20x18 DN 16X20 ' F/S L 6 --I 28x26 / s> /.,18x18 RIDGE LINE ,-16x16 DN 1 FIT-A175 I FIII',7A22-1 (BELOW) —24x24 FIT-A162 F/S I (E)R/E-A021 I(E)AHU-A03 FIT-A2031 SDI M ---24x24 48x24 UP GENERAL DEMOLITION NOTES: 1. ALL EQUIPMENT, PIPING, DUCTWORK, CONTROLS AND OR WIRING SHOWN IS A REPRESENTATION OF THE ACTUAL SYSTEMS AND IS NOT TO BE CONSIDERED AN AS -BUILT, ALL DIMENSIONS, LOCATIONS AND QUANTITIES SHALL BE FIELD VERIFIED PRIOR TO COMMENCEMENT OF DEMOLITION OR NEW CONSTRUCTION. 14x12 DN — 200 \ 4 18x18 EXH. (E)AHU-A021 LOWER LEVEL ATTIC DEMOLITION PLAN - BUILDING "A" - NORTH SCALE: 1/4" = 1'-0" f EF-A09P EF-A09 _RIDGE LINE -- SD] 48x28 UP —REFRIG. PIPING SEE DWG. M4.5 ,--48x20 OA PLENUM D E)EPA021-1---17,-- 14x12 /// 36x96 DUCT/JP TO RH-A 4/ 100 DN, TO FIT-A173 AND FIT-A226 DEMOLITION PLAN NOTES: O REMOVE ALL EXISTING REFRIGERANT PIPING AS SHOWN. MAINTAIN EXISTING REFRIGERANT PIPING SUPPORT FROM COIL TO EXTERIOR WALL. SEE SHEET M3.07 FOR NEW WORK IN THIS AREA. 0 REMOVEAR.EXISTING DX COIL WITHIN THE EXISTING AIR HANDLING UNIT AS SHOWN. MAINTAIN EXISTING REFRIGERANT PIPING SUPPORT FROM COIL TO ROOF STRUCTURE. SEE M3.07 FOR NEW WORK IN THISAREA. EA O REMOVE EXISTING REFRIGERANT PIPING AND ASSOCIATED DX COIL WITHIN THE EXISTING AIR HANDLING UNIT AS SHOWN. MAINTAIN EXISTING REFRIGERANT PIPING SUPPORT FROM COIL TO EXTERIOR WALL SEE M3.07 FOR NEW WORK IN THIS AREA. 0 SEE SHEET M3.07 FOR EXTENT OF REFURBISHMENT REQUIRED AT EXISTING AHU 0 SEE SHEET M3.07 FOR EXTENT OF REFURBISHMENT REQUIRED AT EXISTING RETURN/EXHAUST FAN. 0 SEE SHEET M3.07 FOR EXTENT OF REFURBISHMENT REQUIRED AT EXISTING HEAT EXCHANGER. /-- 240 20x18 SA --\\ 26x26 I (E)AHU-A01 I FIT-A173 1 I FIT-A226 I 6x16 DN - 20X20 DN (BELOW) FIT-A223 & FIT-A170 (PRIMARY AIR) — 24x18 n1FIT-A223 (BOTTOM) FIT-A170 1(TOP) 18x16 DN N'"-10x8 12"0 /-24x16 DN / I / , ,-10x8 DN REVIEWED FOR CODE iqOMPI :VANCE A PROViED R 25 2019 City o kwila BU)LDIG DIVISION rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com iltoTRES WEST t ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com —J 0 0 ▪ uS _a a 0 a 0IQ 2 c.) 01- 8q2) :9: < Z 0 DJO l—)L1) C191.. w (r) (00=coniu.., REVISION _,DATE Design: RSH Drawn: RSH Checked: DMM Project No. 180103 Issuance PERMIT SET IIssue Date: 10-19-2018 Drawing Title UPPER/LOWER DEMOLITION ATTIC RE tIVED PLAN - NORTH to.•;974,9„, awing Number :Yk.• ,90 CITY OF TUKWILA 4'0 Nin 02 2018 PERMIT CENTER • 3 COPYRIGHT ON 2018 ROLLUDA ARCHITECTS, INC. / P C ° M- O 2" RD & OFD MUA A02 KITCHEN CU 2"RD & OFD 2"RD&OFD ; 0 3"RD & OFD 02"VTR 03" VTR o2"VIR 3" RD & OFD 2" VTR 0 CU-B01 80 WATER HEATER FLUE •. 0 CU-A06 CU-A05 CU-A04 O 0 3"RD & OFD MECHANICAL DEMOLITION — ROOF PLAN — SOUTH SCALE: 1/8" = 1'-0" 4" VTRo o 0 4"VTRo 2"VTRo MUA-A01 EF-A13, 0 3" RD & OFD 0, 3" RD & OFD ' • ; 0 • , • , 0' , 3"RD & OFD GENERAL REFERENCE NOTES: 1. ALL EQUIPMENT, PIPING, DUCTWORK, CONTROLS AND OR WIRING SHOWN IS A REPRESENTATION OF THE ACTUAL SYSTEMS AND IS NOT TO BE CONSIDERED AN AS -BUILT. ALL DIMENSIONS, LOCATIONS AND QUANTITIES SHALL BE FIELD VERIFIED PRIOR TO COMMENCEMENT OF DEMOLITION OR NEW CONSTRUCTION. DEMOLITION PLAN NOTES: O REMOVE EXISTING BOILER VENTING AS SHOWN. EXISTING ROOF PENETRATIONS SHALL BE RE -USED, SEE SHEET MX.XX FOR NEW WORK. O REMOVE EXISTING ROOF MOUNTED CONDENSING UNIT CU-B01 IN ITS ENTIRETY AND ALL CORRESPONDING REFRIGERANT PIPING AS SHOWN. REMOVE EXISTING ELECTRICAL SERVICE. O REMOVE EXISTING ROOF MOUNTED CONDENSING UNITS CU-A04, CU-A05 & CU-A06 AND ALL CORRESPONDING REFRIGERANT PIPING AS SHOWN, COORDINATE WITH DIVISION 26 SO THAT INCOMING POWER TO UNITS SHALL REMAIN IN PLACE FOR RE -USE, SEE SHEET MX.XX FOR NEW WORK IN THIS AREA. O EXISTING BUILDING B SHOWN FOR COORDINATION PURPOSES ONLY. REFER TO ARCHITECTURAL DEMOLITION DRAWINGS FOR EXTENT OF BUILDING REMOVAL. REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 10/18/18 TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com — I O 0 — i ct 0 H (/) u..) E ,...j —J a O CD O --- 1-- I 1o re O 1 11 F- I--- Z LJJ - CO CK C° .. j Lll CO to 0 CO • 0 In- < .....1 ...1 < 0 I- 0; U) cp 0 ti) C° C° C) 8 2 < 0 2 < a) PTs I; fa-) a) 19 1—Ow, <coE" ! ! 1 207" Lgr, co C•I ‘r I- I- .K:r I-- I- u_ :REVISION DATE Design: RSH Drawn: RSH Checked: DMM Project No. 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title MECHANICAL 4 PLAN —SOUTH DEMOLITION ROOF A›ts3-, 6 "'?,1/- Drawing Number RECEIVED CITY OF TUKWILA -100-02! 2018- PERMIT CENTER COPYRIGHT 0 2018 ROLLUDA ARCHITECTS, INC. Qr (),3" RD & OFD "3 'RD & OFD 0 RH-A08 GENERAL REFERENCE NOTES: 1. ALL EQUIPMENT, PIPING, DUCTWORK, CONTROLS AND OR WIRING SHOWN IS A REPRESENTATION OF THE ACTUAL SYSTEMS AND IS NOT TO BE CONSIDERED AN AS -BUILT. ALL DIMENSIONS, LOCATIONS AND QUANTITIES SHALL BE FIELD VERIFIED PRIOR TO COMMENCEMENT OF DEMOLITION OR NEW CONSTRUCTION. DEMOLITION PLAN NOTES: 0 REMOVE EXISTING ROOF MOUNTED CONDENSING UNITS CU-A01, CU-A02 & CU-A03 AND ALL CORRESPONDING REFRIGERANT PIPING AS SHOWN. COORDINATE WITH DIVISION 26 SO THAT INCOMING POWER TO UNITS SHALL REMAIN IN PLACE FOR RE -USE. SEE SHEET MX.XX FOR NEW WORK IN THIS AREA. 0 REMOVE EXISTING ROOF MOUNTED CONDENSING UNITS CU-A07, & CU-A08 AND ALL CORRESPONDING REFRIGERANT PIPING AS SHOWN. COORDINATE WITH DIVISION 26 SO THAT INCOMING POWER TO UNITS SHALL REMAIN IN PLACE FOR RE -USE. SEE SHEET MX.XX FOR NEW WORK IN THIS AREA. 0 DEMOLITION WORK FOR THIS ROOF SHOWN ON SHEET MD1.06. 3" RD & OFD 00 0 3" RD & OFD 0 3" RD & OFD 0' 0 CU-MS CU-A07 RH-Al2 03" RD 2" RD & OFD 0 "71. „ - -02" RD & OFD 0 ACCESS HATCH 3" RD 0 3" A.VTR o GAS VTR 2" RD & OFD L 2" RD & OFD 0 0, EF-D01 EF-D05 14" 0 FLUE RH-D01 EF-D02 0 3" RD 0 2" RD & OFD '00: 2" RD & OFD CU-A03 0 2" RD & OFD 0 0 3" RD & OFD 4" VTR, 3" RD & OFD _ _ 0 0 CU-A02 RH-A05 2" RD & OFD 0 0! CU-A01 4" VTR° 02"VTR 2" RD 0 0 3" RD & OFD RH-A06 RH-A07 T o 2" VTR 3" RD & OFD 0 0 RH-A03 RH-A04 0 3" A.VTR o 2 1/2" VTR o 2" RD & OFD 0 ; REVIEWED FOR CODE COMPLNCE APPROVED PR 2 5 2019 City of TukWila BUILDING OMSK) MECHANICAL DEMOLITION - ROOF PLAN - CENTRAL SCALE: 1/8" = 1'-0" •;91,1941• V/65 RECE/VED CITY OF TUKWILA NuV 02 2018 PERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com ftr" TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.0eswest.com REVISION DATE Design: RSH Drawn: RSH Checked: DMM Project No. 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title MECHANICAL DEMOLITION ROOF PLAN - CENTRAL Drawing Number COPYRIGHT 0 2018 ROLLUDA ARCHITECTS, INC. 1 L R D s. 0 BUILDING C BUILDING D EF-D01 O 0, EF-D05 '0FLUE RH-DU 1 Col EF-D02 EF-D04 GENERAL REFERENCE NOTES: 1. ALL EQUIPMENT, PIPING, DUCTWORK, CONTROLS AND OR WIRING SHOWN IS A REPRESENTATION OF THE ACTUAL SYSTEMS AND IS NOT TO BE CONSIDERED AN AS -BUILT. ALL DIMENSIONS, LOCATIONS AND QUANTITIES SHALL BE FIELD VERIFIED PRIOR TO COMMENCEMENT OF DEMOLITION OR NEW CONSTRUCTION. DEMOLITION PLAN NOTES: OEXISTING EXHAUST FAN SHALL BE REFURBISHED IN PLACE. PROVIDE NEW MOTOR, SHEAVES, BELTS AND FAN BEARINGS AS NEEDED. SEE EXISTING EXHAUST FAN SCHEDULE, SHEET M0.06, FOR ADDITIONAL INFORMATION. TAB CONTRACTOR SHALL ASSIST MC IN OBTAINING FAN/MOTOR/DRIVE INFORMATION FOR ORDERING OF NEW. ONO NEW ROOF DEMOLITION WORK ON BUILDING C. SEE SHEET MD1.07 FOR INTERIOR DEMOLITION WORK FOR THIS BUILDING. MECHANICAL DEMOLITION - ROOF PLAN - NORTH SCALE: 1/8" = 1'-0" --REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NUV 02 2018 PERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 0/18/18 TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com `REVISION DATE Design: RSH Drawn: RSH Checked: DMM Project No. 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title MECHANICAL DEMOLITION ROOF PLAN - NORTH ing Number COPYRIGHT ©2018 RO LLUDA AR rolluda architects (C-1) (C5) (`C t 3 Q C4 ) (E) GYMNASIUM C105 I MECHANICAL DEMOLITION - BUILDING C SCALE: 1/8" = 1'-0" (C7) C8 Q 9 (CD) (CC) "11 CB; CA) GENERAL DEMOLITION NOTES: 1. ALL EQUIPMENT, PIPING, DUCTWORK, CONTROLS AND OR WIRING SHOWN IS A REPRESENTATION OF THE ACTUAL SYSTEMS AND IS NOT TO BE CONSIDERED AN AS -BUILT. ALL DIMENSIONS, LOCATIONS AND QUANTITIES SHALL BE FIELD VERIFIED PRIOR TO COMMENCEMENT OF DEMOLITION OR NEW CONSTRUCTION. DEMOLITION PLAN NOTES: 0 EXISTING PADDLE FANS SHALL REMAIN IN PLACE FOR RE -USE. REPLACE ANY DAMAGED FAN "BASKET" AND REPLACE ANY FAN NO LONGER OPERATIONAL. 02 REMOVE ALL EXISTING EQUIPMENT, ASSOCIATED DUCTWORK, CONTROLS AND ALL DIFFUSERS, REGISTERS AND GRILLES. TEMPORARILY CAP EXISTING 3"HWS/R AS PIPING SHALL BE RE -USED. REMOVE EXISTING OUTSIDE AIR INTAKE LOUVER. PATHWAY SHALL BE USED TO REMOVE AND REPLACE THE EXISTING AIR HANDLING UNIT WITH NEW. LOUVER NOT REQUIRED UPON INSTALLATION OF NEW UNIT. SEE SHEET M3.03 FOR NEW WORK. 0 REMOVE EXISTING THERMOSTAT, MAINTAIN WIRING PATHWAY TO LOCATION OF EXISTING AIR HANDLING UNIT. PATHWAY SHALL BE RE -USED FOR NEW CONTROL WIRING. SEE SHEET M3.03 FOR NEW WORK. 04 EXISTING 3" HYDRONIC PIPING. SEE M3.03 FOR NEW WORK AT THIS LOCATION. OEXISTING AIR COMPRESSOR SHALL REMAIN IN PLACE. MECHANICAL PLATFORM - DEMOLITION SCALE: 1 /8" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NuV 02 201B PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 10/18/18 TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com ;REVISION ;DATE Design: RSH Drawn: RSH Checked: DMM Project No. 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title MECHANICAL DEMOLITION PLAN BUILDING C wing Number 7 BD BC BB 11 I I /// ///7 / / BD - BB AG A4 Az1.1 A4,2 , 1 . : I : 1 : ;AzA4.7 ...."' ,•-'' „ f'----::.-----------n,;\\ ./' ---------:::::,'Lli I I c-__1L --1-P-,_-LI -r. I : II ! I! 0: i I t : : : ; , : • , : - ! t t .. . li— I " ' (e)3"HWR , • : (e)3"HWS (e)2-1/2"CM/ (e)4 FIRE MAIN 1 : (e)3"HWS UP ' • ' ; .‘, (e)3"HWR UP (02-1/2"CW UP e)4"FIRE MAIN UP: - • 1 1 1 111111 11' 1 . , . . I . ; . . . . • I. • . . , -- : - -- - - - '---------7----- - - , I : ; • ' : 1 I : ' I I:: ' ‹'II;,, I ''., '•-.'zi ,,'" ' I • • • ,' ' . :,',IY,V.,:,, - EXISTING BURIED PIPING MAINS TO REMAIN IN PLACE AS S. PROVIDE DAMAGE PROTECTION DURING CONSTRUCTION OF ADDITION IN THIS AREA. 7„ 17. , - I • I- .1! : • . . . . . , , „...— , ; 0----,.- ., . . , . . iltr:::„,-;;;;;. i : . 1 . . . . . . . . t . .. . „..,.....; ;',.,..1 1ii; ,, ro . . A4 A4.1 PLUMBING PLAN - BLDG. A A4.7 AF A4.1A RECEIVED CITY OF TUKWILA NO 02 2018 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 10/18/18 TRES WEST 17‘.41. ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com () o z E 1-1 (/) a 06 o a z o o O w (f) w - < z < cc w 00 0 I- CO 2 REVISION DATE Design: Designer Drawn: Author Checked: Checker Project No. 331-17-01 Issuance PERMIT SET Date: 10-19-2018 Drawing Title PLUMBING BELOW GRADE - BLDG. A Drawing Number KEYPLAN C:4UserslIhnDocum.s1ShowatterMS_Mach_hhtrvt 9 SCALE: 1/4'. 1-0' M 1 .01 A4 A4.11) NA4.7 rolluda architects AG F (e)4"STORM (e)4"STORM (e)4"STORM OD DN, TO BELOW SLAB TO BELOW SLAB (e)4"STORM DN. CONNECT 3"STORM OD TO (e)4"STORM OD IN THIS AREA Room A14EE A4.1A A4,2 117:41 : I E. 1 KT ! II I h , • , 11 • • " (e)4"STORM OD 3STORM OD UP 3 OD I- 10 RD/OD-1 : CONNECT 3"STORM CO TO (e)4"STORM IN THIS AREA (e)4"STORM OD (e)4"STORM (e)3"STORM 00/ (e)3"STORM (e)4"STORM OD (E) MECHINOILER A144 (e)4"STORM CONNECT 4"STORM TO (e)4"STORM IN THIS AREA (e)3"STORM AE (E) KITCHEN . _ 4"STORM OD 4"STORM CONNECT 4"STORM TO (e)3"STORM IN THIS AREA (e)3"STORM (e)3"STORM OD _ . . II 3"STORM UP 1-I . . . . IITO RD/OD-1 I ' . . . . . LU 3"STORM ' I - . - • ! , , , , 1 • , , , , ' ' -,. KINK (E)STINT II 1 , . . . , I! ; A:46 ! 1 1 - ! ! ' COONS 1 !--_. i (e)3"STORM OD UP , :I CONNECT 4"STORM OD TO (e)4"STORM OD IN THIS AREA , (e)3"STORM UP ' ,,' / TO EXIST. RD/OD .,-: • • . . • • • I - -------,--- - - • - - • 1 ! ! ! ["!1 ! 1 ! •! ! , V, ! ,, -„ I I • ! : ; • r. „ • • ! ! !! ! ! - • • , . • , . ,. • , . . , • • , ,\,,,,‘;';'(' „ ' t , • I ' . --. , , , , ' , I CONNECT 4"STORM OD- TO e)3"STORM OD IN , THIS AREA rf -------- 3"STORM ' 3"STORM OD / ! , I -VI 3"STORM OD UP .! ' , JO RD/OD-1 i ''_ --,-t-:!--:-'-..-',. , -7'`''!: r ,_ __--, — -•,-!--1!' , ' ' :1 'T s'''Y',, 3ST0RM UP il ' 1::;- TO RD/OD 1 -; ,.. A4 A4.1 PLUMBING PLAN - BLDG. A A4.7 A4.1A AF AE RECEIVED CITY OF TUKWILA WV 02 2018 PERMIT CENTER Rbili\NED FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION KEYPLAN architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 10/18/18 lkizTRES WEST . ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com us — k(OD c4) Li >5 -; co W vt! o •ct• I- I- s REVISION DATE Design: MAM Drawn: MAM Checked: RSH Project No. 331-17-01 Issuance PERMIT SET Date: 10-19-2018 Drawing Title PLUMBING FLOOR PLAN - BLDG. A Dr wing Number M1.02 CAUserslhhtlDocuments,ShowalterMS_Mech_hh RIGHT 0 2010 ROLLUDA ARCHITECTS, INC. PITCH DN. 1/49 PITCH DN. 1/4"IFT MECHANICAL 1ST FLR. PLAN - BLDG. B SCALE: 118" =1'-0" B 1.2881 PLAN NOTES: 0 2" WASTE UP. O3" WASTE UP. 03 4" WASTE UP. 04 2" WASTE UP TO FLOOR CLEANOUT. O3" WASTE UP TO FLOOR CLEANOUT. 06 4" WASTE UP TO FLOOR CLEANOUT. O2" VENT UP. 03" VENT UP. O4" VENT UP. 10 4" WASTE UP TO WALL CLEANOUT. 11 3"WASTE UP IN WALL ABOVE TO 2"VENT. REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 5 2019 13ECEiVECD KEYPLAN CITY OF TUKWILA NuV 02 2018 PERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 10/18/18 TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com REVISION DATE Design: MAM Drawn: MAM Checked: RSH Project No. 331-17-01 Issuance PERMIT SET Date: 10-19-2018 Drawing Title PLUMBING BELOW GRADE - BLDG. B Drawing Number 3 1$ ROLLUDA ARCNDECTS, INC. 0 u rolluda architects (BDThr B4 0 2 HB 1 ) 21A/ 2"W 1-1/2"V BCI Db1) 1-1/2"V P-,7 W.,-- 1/2"HW i /1 2"CW 1 , 1-1/2"V PFCO -7 1/2"HW P-6A 1/2"HW 1/2"CW 1/2"CW 1/2"HW SCIENCE LAB B108 1 P-7 _ __ -- 2"V to SCIENCE PREP EGO8106 1 3'V t1/2"HW 1/2"CW P-6A -1/2"V 1/2"HW 1/2"CW FCO P-7 1/2"HW 3/4"CW 1 t P-7 I 1-1/2"Vt_1/2"HW" 1/2"CW r•,t7 e EGO tt, P-7 FD-1 3/4"CW 3/4"HW — FD-1 p.,7 P-17 1-1/4"V ),t 3/4"HW - 3/4"CW SCIENCE LAB B104 1 P-7 P-7 2"W CO 2"W P-7 FD-1 P-17 —p_7 2"V --• 3141.1wtt FD-1 ---- 3/4'CWii SCIENCE LAB (Ac ) MECHANICAL 1ST FLR. PLAN - BLDG. B SCALE I/O"= 1'-0" B102 1 [33 0 2"W 2 1"HW 1"CW 1-1/4"HW 1-1/4"CW tt-- 2"HW 11/4"CW , 1-1/4"CW, 2"HW 1-1/4"CW, 1-1/4"HW 1-1/2"V, TYPICAL 3/4"HW 3/4"CW (B1.8) HB- t EGO 3/4"CW 4, 1/2"HW 3/4"CW 2"HW SHARED SPACE 1 B100 1-1HCW, 1) 2" ) t 1-1/4"CW, 't• 2"HW 1-1/4"CW, 1-1/4"HW 0 3/4"HW 2"V 71 3/4"CW 1 FCC' 1 - ' STOR 2"CW, 1"HW 3/4"HW, 3/4"CW - - 2"CW 1"HW FCO _ EGO (E) CLASSROOM A126 (B3 13100B "H _ . VEST B100A 1 CW 2"HW 2"CW 3"C P7 1 FC0 MUSIC ROOM 13109 3/4"HW 3/4"CW PRACTICE 1-1/4"V FCO 1-1/4"V OFFICE 1 B113 ELM/ CL GIRLS RESTROOM FD-1 1 1 8105A # 1 1—B107- 1"HW 3"CW (E) OFFICE A131 1 132 ,B1.8 CREATIVE LEARNING LAB 1 8101 (E) OFFICE I 4129 I 3"CW HB-1 (E) STAFF LOUNGE I A134 (A3 ( A3 (e) 3"CW - ( AC ) 0 0 0 0 0 0 PLAN NOTES: 1/2" HOT AND COLD WATER UP, 2" WASTE UP. 3/4" HOT AND COLD WATER UP. 2" WASTE UP AND DOWN. 4" VENT UP AND DOWN. 2" VENT UP. 3" VENT UP. 2" WASTE DOWN. 1/2" HOT AND COLD WATER DROP, 1-1/2" VENT DROP TO 2" WASTE DOWN. 3/4" COLD WATER DROP. 1" HOT AND COLD WATER DROP TO MIXING VALVE SERVING (1) P-17 EMERGENCY SHOWER/EYEWASH FIXTURE. 11/4" HOT AND COLD WATER DROP TO MIXING VALVE SERVING (2) P-17 EMERGENCY SHOWER/EYEWASH FIXTURES, 1" HOT WATER AND 2" COLD WATER, DROP IN WALL TO WITHIN VOID SPACE BELOW STAIRS. CONNECT 3" COLD WATER TO EXISTING 3" DOMESTIC COLD WATER MAIN ABOVE CEILING IN THIS AREA. 2" VENT DOWN. 1-1/2" WASTE WITH AIR GAP FITTING AND P-TRAP LOCATED WITHIN WALL FOR HVAC CONDENSATE, SEE DETAIL. 1-1/4" VENT DROP TO 2" WASTE DOWN. 2"WASTE UP. 1-1/2"WASTE UP. R.Vic.v DFOR CODE COMPLIANCE APPROVED APR 2 2019 City of Tukwila BUILDING DIVISION FIECEIVEI) CITY OF TUKWILA NuV 02 2013 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 8/18 t<iTRES WEST t ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com o z o 0 EZ (,) o E) < _j 025 O a Z O Q u < Z < ce 0 0 I- CO 2 -II- 0 1— c..) E2 1- 0 Ill 1.32 1.1.1 .30 0 _1 ce (.0 0 to • O of) u) 0, co o co o 0 = , 1 < cm CO cr > a) cm al V: •cg-g1§- c6 REVISION DATE Design: MAM Drawn: MAM Checked: RSH Project No. 331-17-01 Issuance PERMIT SET Date: 10-19-2018 Drawing Title PLUMBING 1ST FLR. PLAN - BLDG. B '‘urawing Number 3 2 10/18/2018 9:18:04 AM 10 0 8 ,0 ,EBQ ,3D BC'i BC (;B BB1BB`+ . BAi ft3A 1BA1 MATH CLASSROOM MATH CLASSROOM 1-1/4"V - P-6A 11 1-1/2"V MATH CLASSROOM �B20-717 MATH CLASSROOM VEST B200, PLUMBING 2ND FLR. PLAN - BLDG. B ART ROOM 1 B211 1 STORAGE 1— 1-1/2"V MATH CLASSROOM PREP B203 f TV I B1 BE.1 ' BCC) BBi AD) PLAN NOTES: 01 1/2" HOT AND COLD WATER DOWN, 1-1/2" VENT DROP TO 2" WASTE DOWN. 1-1/2" VENT DROP TO 2" WASTE DOWN. 2" VENT DOWN. 3" VENT DOWN. 4" VENT DOWN. 3" VENT UP TO 4" VENT THRU ROOF. 4" VENT UP TO 4" VENT THRU ROOF. 1-1/2" WASTE WITH AIR GAP FITTING AND P-TRAP LOCATED WITHIN WALL FOR HVAC CONDENSATE, SEE DETAIL. -1/4" VENT DROP TO 1-1/2" WASTE DOWN. CONCENTRIC VENT ASSEMBLY UP THRU ROOF. SEE DRAWING M3.11 FOR CONTINUATION. RECIELVaD FOR CODAAPPROVED CE APR 252019 City of Tukwila BUILDING DIVISION f5�/1/© RECEIVE .0 CITY OF TUKWILA NLIV 02 2018 PERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 10/18/18 TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409.7315 Phone: 253.472.3300 www.treswest.com REVISION DATE Design: MAM Drawn: MAM Checked: RSH Project No. 331-17-01 Issuance PERMIT SET Date: 10-19-2018 Drawing Title PLUMBING 2ND FLR. PLAN - BLDG. B Drawing Number rolluda architects EIO1 '.. BC1 1 Al SCIENCE LAB 31DS O 1 1/4" sc trice um 107 4 5/8"m 3/8"m I 1/4"0112"0 :.1 1/4"m 3/8"0 5/8"0 SCIENCE LAB 8102 5/8"m 3/8"m FCU-0108 1 1/4"m 1/4"m B 3/8"m FCU-B104 A'1 518"0 3/8"0 3/4"m 1 5/8"o 1 1/8"m —ACE B2 B2.4• VEST B1UOA A2 FIRST FLOOR VRF PIPING PLAN - BUILDING B B1.8 FC-B103 GIRLS RES T R0011 'IECIIY alp !!LI EtEClCUST- 3 i1 1/4"m— FCU-B101 MUSIC ROOM BRA 5/8"m 3/8"0 OFFICE - G113 CU B102 —1/4"m —1/2"m Y 5/8"o 3/8"o CREATIVE LEARNING LAB B`01 Bi 5 �-v AC-1 C 1/2"m 1/4"o 1 3/8"0 LIQUID ANDO 5/8"0 SUCTION A3 FFICE E100 (E) ELEC (E) FOOD STOR A142 (E)OFFICE A153 ..'. (E) CUST.STOR .... A140 BE PLAN NOTES: 0 1-1/4" COND. PIPE DN. TO AIR GAP FITTING. OREFRIGERANT PIPING UP. SEE SHEET M2.05 FOR CONTINUATION. OCONDENSATE PIPE. PROVIDE 1/8"/FOOT SLOPED TOWARD DRAIN. O1-1/4" COND. DN. PENETRATE THRU EXTERIOR WALL TO OUTSIDE. CORE DRILL 4" HOLE THRU SIDEWALK FOR CONDENSATE DRAINING. FILL HOLE WITH GRAVEL. O3/4" COND. PIPE DN. TO AIR GAP FITTING. REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NuV 02 2018 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 10/18/18 TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com REVISION DATE Design: HT Drawn: HT Checked: RSH Project No. 331-17-01 Issuance PERMIT SET Date: 10-19-2018 Drawing Title 1ST FLR. VRF PIPING PLAN - BLDG. B Drawing Number 2.04 rolluda architects BD1 B4 MATH CLASSROOM • 2 1; 5203; 11 1 8 1; •1 1 BC1 - FCU-B206 • 1, PATH;CLASSROOM 22.22; ;0-0; ; 0 ‘;‘ - - -„- BB1 0 I C)1 1/4"o FCU-B208 FCU-B205 FCU-B204 (MATH CLASSROOMALJ 1------b?H 3113e 3/40 6/8"e 5/ee 1 1/4"e ro-fti1 1/4"e B3 3/8"0 Al 1 1/4"e 89 132.4(; 1 5/8.0 r7--1 1/8"o (B1.81; ft. • FCU-B203 ; I ST0RAGE 8213 81 PLAN NOTES: O REFRIGERANT PIPING UP AND DN. SEE SHEETS M3.11 AND M2.04 FOR CONTINUATION. 0 REFRIGERANT PIPING UP TO OUTDOOR ON ROOF. SEE SHEET Mali FOR CONTINUATION. • 1-1/4" COND. PIPE DN. TO AIR GAP FITTING. ( REFRIGERANT PIPING DN. SEE SHEET M2.04 FOR CONTINUATION. • CONDENSATE PIPE. PROVIDE 1/8"/FOOT SLOPED TOWARD DRAIN. 0 REFRIGERANT PIPING. SEE SHEET Mali FOR CONTINUATION. 3/4" COND. PIPE DN. TO AIR GAP FITTING. ; ft ANT ROOM 5211 5/8"o ---6/;S: ST08- BOYN 12F5TRC2011 BE21-0,E3CB,ft ft ft-ft 1/2;g3L AC-1A 1/4"0'4' 8263 MATH CLASSROOM 0231 FCU-B201 —3/8"e —5/8"e FC f• ft1 1/4"e 1/2"e 3/8"0 LIQUID ANDO 6/80 SUCTION 1 114e Cft) 1 ; BE AD ,ZiNIE-050 OR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com .40Ar= TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com —id.) 0 z I— 0 Ii 0 0 _ „) co a 5 LI- < _1 0 06 O z O Q 0 W — < Z —1 < r-NW — 0 I— V) REVISION DATE Design: HT Drawn: HT Checked: RSH Project No. 331-17-01 Issuance PERMIT SET Date: 10-19-2018 Drawing Title 2ND FLR. VRF PIPING PLAN - BLDG. B 5'7.4te Drawing Number 1 13 10/1812016 9:16:0SAM 5 3 0 8 SECOND FLOOR VRF PIPING PLAN - BLDG. B SCALE: 1/8 s FIECEIVED CITY OF TUKWILA Nuv 02 2018 PERMIT CENTER KEYPLAN M2.05 rolluda architects Rem A`.43E 0000 .A114 L • - ' • . 7 4"o 6 --- 20 CFM 10x18" 480 CFM '7 - 12"o 14"o 10x18" 480 CFM le 1 --.-- ' 530 CFM t , ' b";8111\x10" t '';';':‘; 18"o 25 64 "ox c1 OF" m " 1-• 12m , • 20"o !--- „ t t . , . „ . t .24"x10" ; • ' ' , ; . . .. . . r,-..., 560 CFM ; 18x10 "" --- . ,...530 CFM__ r . . . .. ' . 10"x18" 486 CFM • ' , 1 ; ' , ; ; „ . • ' r11 • • . 16"0 (E)STOR! „24"x10"- - • -- ' 560 CFM 18"x10" 540 CFM • • . : : . t 24" . , • . . .• , : • 18o , : : • • 36"x36"' 4O6OCFM 24"x24" 700 CFM 26"e - .. 12"o 10"x18" 6"o r 1 . , -1 f • ; 1!-; ft• ff, I 1' • ; t • t 1 • SCALE: 1/4'. V-0' HVAC PLAN - BLDG. A I 1.1;. [1:1 P PLAN NOTES: 0 DUCT UP TO ROOF. SEE SHEET M3.10 FOR CONTINUATION. 0 SEE SHEET MD1.08 FOR CONTINUATION. 0 HYDRONIC PIPING UP. SEE SHEET M3.10 FOR CONTINUATION 4 RECEIVED CITY OF TUKWILA INuV 02 2.018 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION KEYPLAN architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 10/18/18 ftn^t„, 441. j\A t,.„..4 TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com z 01 LJ-oa CO a <_„ O a Z o Q o o F-- < 0 - D10 w ird W c0 ill 00 0 G-z; U") co 0 c cr, a? o ; iEVT\2 z M-- DWI >5 (ADD co <3- I— 0 .4' I— U- REVISION DATE Design: HT Drawn: HT Checked: RSH Project No. 331-17-01 Issuance PERMIT SET Date: 10-19-2018 Drawing Title HVAC PLAN - BLDG. A g Number M3.01 COPYRIGHT 2018 ROLLUDA ARCHRECTS, INC. 10/18/2018 9:16:09AM rolluda architects BE1 BC1 BB1 - — BA1 L11), )1., • ,• 0 ZD-B105 _ (1))) 6"o 35 CFM 12"e B3 22x16" DN. TO LOW WALL RETURN 111 14"x72" 111101 I 1800 CFM 12"o . 440 CFM int /Newsom 0, 15.4 12"o 12"m 1 24x14" 11 - ihrsomitWoolmon 6"o 12"o 0 CFM ) SCIENCE LAi3 EICR 440 CFM 14"e- -1 FCU-B107 01111,„ r Tir sumos_. FCU-B108 10"o 0 290 CFM rs1 10o 100- 290 CFM I 0 0.11111.1111411. R= I 1..11163.11.1111."111.111° 12" CF 2"o SCIENCE PREP Q 290 cF 1)13100 1).3\ FCU-B105 00 11 1 12"e -TT SCIENCE LAB 2104 1-14"m 16"o 10"x12 -28"x10" 1 J 00 --z -(3 2)+0 11.2"0 (1)), 12"o \':-21 450 CFM TYPOF „____ 4 -1 FCU-B106 16x14" now.110111111111110111.111.1 ZD-13,104 10e 10o 1r2t,,), .0.0040011010111 " 290 CF 0 " 10"0 290 CFM " IL 14"x10" 580 CFM- 290 CFM SCIENCE LAB B102 .33 12"o 450 CFM - 3 ) 2"e 14"m )))) 14x10" N ." 18x16" 22"x10" 600 CFM ) , 0"x14" ))02 6.x6- 35 CFM —L-18"x12" SPARED SPACE 2110 1)1 22x10" 600 CFM °1111112126" 290 04:: 0 0 ZD-B103 18x16" / 16.0 FCU-61 12"o 12"o 425 CF 0 12"o 425 CF 12"e „.. _ 580 CFM 22x10" 10"x12" 8"x12" 22x10" B2 STOR (:( VEST 81 8 BIWA •) ) ZD B102 12x10" (24 250 CFM .C)) 14"0- 6"e 80 CFM ) ; PRACTICE 8111 6"e), — 35 CFM B:1 390 CFM 280 CFM : 100 0"o, ) I 10"e ° 12"o 21°"° 80CFM FC-B103 14o- 111111 610 CFM oFFIcE FCU-6102 B113 180 CFM 1060°CFM 8"o ,A1.1to or 1MM.= 12"o 1, 380 CFM 6"x6" : 60"xc6F" -14"e GIRLS RESTRC 10I2"1 16"x16" `)::' 500 CFM 6"x6" 12x10" 50 CFM 250 CFM 0 10"o _= 120_ )- -12"o FIRST FLOOR HVAC PLAN - BUILDING B ZD-B101 *) 12"o FCU-B101 10"o 10"o 280 CFM ) ) )". ) ) 10"o 280 CFM ERULTIVE LEARNING LAB B101 , • • , AC-1C 1ELElCL I B1:3)13, PECNANICALI ELECICUST Bi AC-1B 560 CFM 14"e 12"o 365 CFM -12"e • • 370 CFM 36152o "CFM SCALE 1/8". 1-0" 6"e 15 CFM (E) ELEC E143 _ BD BB 0 CD 0 0 PLAN NOTES: DUCT UP TO LEVEL 2. SEE SHEET M3.04 FOR CONTINUATION. ZONE DAMPER TYP. SEE ZONE DAMPER SCHEDULE ON SHEET M0,05 SCREENED EXHAUST OPENING. FILTER BOX WITH REAR INLET. RECEIVED CITY OF TUKWILA NUV 02 2018 PERMIT CENTER V8TOFOR CODE COMPLIANCE APPROVED APR 252.019 City of Tukwila BUILDING DIVISION KEYPLAN architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com r‘4.111 *AN.= Ik4TRES WEST 1, ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com —I a) 0 Z I— 0 oo 0 0 ri (/) co a < _J 0 c'eS 0 0 Z 0 0 Ct (/) W — ‹ Z =<Q W 0 a 0 F- 2 13 lit" g cc co 0 C.C, • c7; 7; 0 CI) 0)), c? REVISION DATE Design: HT Drawn: HT Checked: RSH Project No. 331-17-01 Issuance PERMIT SET Date: 10-19-2018 Drawing Title FIRST FLR. HVAC PLAN - BLDG. B Dr wing Number M3.02 8 8 9 8 5 rolluda architects 2"o ! 2"o 0 20"x72" , 0 CFM TYP. OF 2 28"o aa,aa 7-11 , 28"o ®40"x12" 1045 CFM TYP. OF 5 —28"o 2"o r-K-)40"x12" 1350 CFM TYP. OF 4 GYM ALCOVE Cr4 (E) GYMNASIUM Ca05 ® 40x12" 1320 CFM TYP. OF 5 m GTh )) AHU-001 9"e 10"0 290 CFM BELOW (E) STOR. 14"o 10"o 290 CFM 3"o-- 3"0— 18"x6" 300 CFM (E) STOR 2"o Ca 07 --8"o 9"x9" 120 CFM EF-1 8"x8" ® 100 CFM 6"e 7 - 0- (E) 3"HWS/HWR BURIED UNDER COURTYARD TO REMAIN SEE SHEET M1.01 FOR CONTINUATION Lai (E) VEST. C103 AVAILLIARY GO 1 - LI (Ea VEST. (E) 3" HWS TO REMAIN (E) 3" HWR TO REMAIN HVAC FLOOR PLAN - BLDG. C SCALE: 118".1-0' (E) 3"HWS/HWR TO REMAIN r0000laaza=z.=. WALL CAP WC-6 ar. PLAN NOTES: 0 DUCT UP TO DOAS-4 ON ROOF. PROVIDE TRANSITION AS NECCESSARY TO CONNECT TO EQUIPMENT OPENINGS. ® DUCT DN. TO LOW EXHAUST GRILLE. 0 NEW AHU-001 ON PLATFORM. Cap (E) PADDLE FAN TO REMAIN. 0 HYDRONIC PIPING UP. SEE SHEET M3.12 FOR CONTINUATION. RECEIVED CITY OF TUKWILA NUV 02 2018 PERMIT CENTER Kr 0 FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION KEYPLAN architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 10/18/18 TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com _..1 (I) 0 Z h. 0 0 E.' 5 E o (/) a U) 0 1±1 < O a Z O 0 1— I I= o 0 Ct cc 1— (j)W 1_ 1— ca I— Lil ga UJ Ez. 1— — uJ co uJ co (0 o -J ct co o • I— Z7D t-- a,-• ao —I < 1:t U) cr) 0 u) 0) CD cO 0 W x < A 1 •=t> 0, '---E)(0 I-- (.1) 2 -zra) P-g i2 vrtc) t—° i—w u_ REVISION DATE Design: HT Drawn: HT Checked: RS H Project No. 331-17-01 Issuance PERMIT SET Date: 10-19-2018 Drawing Title HVAC FLOOR PLAN - BLDG. C Drawing Number 3 1 3 \ 2 1 1 0 9 COPYRIGHT 0 2018 ROLLUOA rolluda architects BD1 BC1 BA'i 215 CFM TYP. OF 2 S, s SS MATH CLASSROOr.1 3200 B4 _ • 12"o , 350 CFM FA WO 12"o MATH CLASSROOM 3208 8"e 14"0 41111.01111111111111 2"0 12"o B3 12"o 1S:1 • SO 22"x10" 350 CF 6"0 FCU-B207 usa 11101111141111 . , t zio,......---; 'sis sa 133 12 a 3370cF,m all 111111111111.511.1335cP 11.11111.1111111111112"°' ' I 10c 2"o 330 CFM VI4 P. 001 Ihnomoittiii 4" 24x161" DOWN li-----J---11:2-0"X-1-6"-iii0W;::: AIMS I IV 114,...moomolosommiluismoll:11011111 i 22"x10" TYP. OF 2 1 '')G - 2370 COM II M 215 CFM)11 '-'8"O 0 ZD-B205 13? 14x94", RETURN TO LOW WALL r- ---2"xl 0" 140 MATH CLASSROOM 16"o III. )21 ani=0.1111il 111411\11. 12"0 TO - s 35 CF 14"o ogig■IIIIII, ''''''' 1 a Iliw 1 53831502C.c0FF: VA FCU-B205 FCU-B208 430 CF ; - S II 4"0 IIIII -- ----22"Ix16'Ll" 1).A. .i....0 ) ,_.....,,a, .a,...i.i.r. al: Ii.......0„..., aim 8N16 " -7 0 -62-1_6,04:-.--.-:-.- lalkilisoM I 12"o 350 CF 10"x12" 13 22"x10"' 600 CFM SHARED SPACE 3208 12"e 6" 16"e 215 CFM S; S. TYP. OF 2 8"012"o MATH CLASSROOM 1; R.' 5202 1, 1 '11 1 FCU-B2 ZD-B206 crs i 8"0 215 CFM TYP, OF 2 12" 12.1 8"0 8"e 1430 CFM 12"o 335 CFM FAB 12"o , 1 i 120 14"e s , - - 3 430 CF 16"e 12"x10" 430 CFM 12"0 s PE-0 F-22"x10" 00 12"0 330 CFM 22"x10" 585 CFMst ; ZD-8203 2ND FLR. HVAC PLAN - BLDG. B 22"x10" 22"x10" s - - - - - 82 B1.8' ART ROOM 0211 0- 10.0 ‘--L, 280 CFM —1°70 III is ECy-B203 ZD-B202 ; 115 10"o 6"x6" 6"x6" 280 CFM 6"x6" aTORAG 40 CFM 6"x6" 20 CFM 20"x10" 500 CFM S12"0 PF 02 B9 /I SHARED SPACE 0200 ®6"0- 80 CFM 12"o 8"o 81 12"0 435 CFM • 12"o = (,) 12"o 435 CFM ; ( ) ; , • - . . , . . - , 12"e (= ® 430, CFM 16"o 0 580 CFM 8"e 010 B215 • , 8"o 11111111111 111111101V _ 16"0 16"x16" 6"e 6"x6" 80 CFM a, 8"o 140 CFM 8"x8" 140 CFM WALL CA SK-01 CONNECT TO KILN 450 CFM i12"0 "0 s8.roo6" xpc6F" ' "6"0 BOYS EESTROOSA 6"o s -12"e ® ®SOCFM AC-1A 52030 ZD-8201 8"0 215 CFM • -D FCU-B202 26100 c0Fm ( , - 335 CFM 16"e 215 CFM SEATIS CLI.SSROOS!. B.ZJi FCU-B201 12"o 12"0 335 CF VjJ 0:1Kx12" 260 CFM BE , BD BB PLAN NOTES: 0 DUCT DN. TO LEVEL 1. SEE SHEET M3.02 FOR CONTINUATION. 0 ZONE DAMPER TYP. SEE ZONE DAMPER SCHEDULE ON SHEET M0.05. 0 SCREENED EXHAUST OPENING. 0 FILTER BOX WITH REAR INLET. 0 DUCT UP TO DOAS-3. SEE ROOF PLAN SHEET M3.11 FOR CONTINUATION. PROVIDE TRANSITION AS REQUIRED TO CONNECT DUCT TO UNIT OPENING. 0 SEE ROOF PLAN SHEET M3.11 FOR CONTINUATION. (T) 18x16" DUCT DN. SEE SHEET M3.03 FOR CONTINUATION. 0 1/2" UNDER CUT DOOR. RECEIVED CITY OF TUKWILA IILIV 02 MO PERMIT CENTER REViE'virED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION KEYPLAN architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 10/18/18 11*,,TRES WEST (.ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com O a Z O 0 F- I o t72 U) L_W I— LLI CD 1- - a)C0 CIO- 0Lijaj c: cn co : I— — 1.1.J co 0 0 ° H 07) ° I0101 011."- C7 06 1 < 5= < 6 '''' -5 r.... 0 5 LLI .4. F3 g D I o c(ii-brg, cv o.,...a F- OD cs41-12 oz' F2 vt,' 12 FL] u_''' I 2 REVISION DATE Design: HT Drawn: HT Checked: RSH Project No. 331-17-01 Issuance PERMIT SET Date: 10-19-2018 Drawing Title 2ND FLR. HVAC PLAN - BLDG.B Drawing Number 2 8 1 10/18/2018 91813 AM COPYRIGHT 0 2018 ROLLUDA ARCHITECTS, INC. 71 UPPER LEVEL ATTIC PLAN - BUILDING "A" - SOUTH SCALE: 1/4" = 1'-0" r1 2"FD DX-A06 LFIT-Al 26 I FIT-A211 1(BELO F/S FIT-A117L \ / ><' zt fit; �I --,,,, / \ \ I (E)AHU-A06 I FIT A131 FIT-A212 (BELOW) 00 I FIT-A119 RSL/RLL UP & DN 0 J iN SDI IDX-A05I t 2"FD I (E)AHU-A05 F/S oo GENERAL NOTE: 1. ALL EQUIPMENT, PIPING, DUCTWORK, CONTROLS AND OR WIRING SHOWN IS A REPRESENTATION OF THE ACTUAL SYSTEMS AND IS NOT TO BE CONSIDERED AN AS -BUILT. ALL DIMENSIONS, LOCATIONS AND QUANTITIES SHALL BE FIELD VERIFIED PRIOR TO COMMENCEMENT OF DEMOLITION OR NEW CONSTRUCTION. PLAN NOTES: O ROUTE REFRIGERANT PIPING TIGHT TO STRUCTURE. UTILIZE EXISTING ROUTING PATHWAY, HANGERS, STRUCTURAL SUPPORT, ETC. PROVIDE NEW DX COOLING COIL WITHIN ORIGINAL AHU UNIT. EXISTING AIR HANDLING UNIT SHALL BE REFURBISHED 8Y WAY OF NEW MOTOR, SHEAVES, BELTS, VARIABLE FREQUENCY DRIVE, FAN BEARINGS AND OR FAN WHEELS AS APPLICABLE. EXISTING UNIT IS MODULAR AND CAN BE DISASSEMBLED IN PLACE TO ALLOW ACCESS TO FAN/MOTOR SECTION, FILTER RACKS AND DX COILS FOR PURPOSE OF REFURBISHMENT. OEXISTING RETURN/EXHAUST FAN SHALL BE REFURBISHED BY WAY OF NEW MOTOR, SHEAVES, BELTS, VARIABLE FREQUENCY DRIVE, FAN BEARINGS AND OR FAN WHEELS AS APPLICABLE. O MC SHALL COORDINATE WITH DIVISION 25 FOR TEMPORARY DISCONNECT OF EXISTING POWER AND TERMINATION OF POWER UPON COMPLETION OF NEW WORK FOR ALL EXISTING EQUIPMENT SUBJECT TO REFURBISHMENT AND OR REPLACEMENT. O TAB CONTRACTOR SHALL ASSIST MC IN PROVIDING MODEL NUMBERS OF SHEAVES & BELTS FOR REPLACEMENT AND SHALL DOCUMENT CURRENT AMP DRAWS OF ALL EXISTING MOTORS PRIOR TO MOTOR REPLACEMENTS. IEF-A10] LFIT:A121 LFIT-A206 I (BELOW) FIT-A112 FIT-A124 I (BELOW fI vI /y DX-A04 (E)AHU-A04 2'FD❑° L'vvi:D FOR CODE COMPLIANCE APPROVED APR 252019 City of Tukwila BUILDING DIVISI A 4 RECEIVED' 4 CITY OF I'UKWILJ rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com —J • O Fc 20 J W 0 O 0 O NE o I.L z �< O HOC f v! Q REVISION DATE Design: Drawn: Checked: Project No. RSH RSH DMM 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title UPPER/LOWER ATTIC MECH. PLAN "A" SOUTH Drawing Number LOWER LEVEL ATTIC PLAN - BUILDING "A" - SOUTH SCALE: 1/4" = 1-0" NUV 02 2018 PERMIT CENTER M3.05 COPYRIGHT 02018 R rolluda architects SDj HWS 2'FDLI • \1 I(E)R/E-A01I HWR HWS LFIT-A110 �__ [-FIT-A205 ! (BEL,OW) Ir � GENERAL NOTE: { 1. ALL EQUIPMENT, PIPING, DUCTWORK, CONTROLS AND OR WIRING SHOWN IS A REPRESENTATION OF THE ACTUAL SYSTEMS AND IS NOT TO BE CONSIDERED AN AS -BUILT. ALL DIMENSIONS, LOCATIONS AND QUANTITIES SHALL BE FIELD VERIFIED PRIOR TO COMMENCEMENT OF DEMOLITION OR NEW CONSTRUCTION. PLAN NOTES: O ROUTE REFRIGERANT PIPING TIGHT TO STRUCTURE. UTILIZE EXISTING ROUTING PATHWAY, HANGERS, STRUCTURAL SUPPORT, ETC. 2 PROVIDE NEW DX COOLING COIL WITHIN ORIGINAL AHU UNIT. 3 EXISTING AIR HANDLING UNIT SHALL BE REFURBISHED BY WAY OF NEW MOTOR, SHEAVES, BELTS, VARIABLE FREQUENCY DRIVE, FAN BEARINGS AND OR FAN WHEELS AS APPLICABLE. EXISTING UNIT IS MODULAR AND CAN BE DISASSEMBLED IN PLACE TO ALLOW ACCESS TO FAN/MOTOR SECTION, FILTER RACKS AND DX COILS FOR PURPOSE OF REFURBISHMENT. 04 EXISTING RETURN/EXHAUST FAN SHALL BE REFURBISHED BY WAY OF NEW MOTOR, SHEAVES, BELTS, VARIABLE FREQUENCY DRIVE, FAN BEARINGS AND OR FAN WHEELS AS APPLICABLE. OMC SHALL COORDINATE WITH DIVISION 25 FOR TEMPORARY DISCONNECT OF EXISTING POWER AND TERMINATION OF POWER UPON COMPLETION OF NEW WORK FOR ALL EXISTING EQUIPMENT SUBJECT TO REFURBISHMENT AND OR REPLACEMENT. O TAB CONTRACTOR SHALL ASSIST MC IN PROVIDING MODEL NUMBERS OF SHEAVES & BELTS FOR REPLACEMENT AND SHALL DOCUMENT CURRENT AMP DRAWS OF ALL EXISTING MOTORS PRIOR TO MOTOR REPLACEMENTS. O REMOVE AND REPLACE EXISTING HEAT EXCHANGER WITH NEW. FIELD VERIFY ALL EXISTING DUCT CONNECTIONS AND SIZING PRIOR TO ORDERING NEW. PROVIDE NEW FLEX CONNECTIONS TO EXISTING DUCTWORK. SEE EXISTING HX SCHEDULE FOR ADDITIONAL INFORMATION. oc?�/ FIT-A107 HWR FIT-A101 FIT-A24 (BELOW) c c l(E)EF-A15I I(E)HX-01 HWR H SDI 0 HWS 00 HWR 1 tt HWS HWR UPPER LEVEL ATTIC PLAN - BUILDING "A" - CENTRAL SCALE: 1/4" = 1'-0" 0 (E)AHU-A07I LOWER LEVEL ATTIC PLAN - BUILD AIL I DX-A07 I (E)EF-A07 j NG "A" - CENTRAL SCALE: 1/4" =1'-0" FIT-A176 FIT-A229 I (BELOW) I(E)COMP-A021 I (E)AHU-A08 DX-A08 FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of - Tukwila BUILDING DIVISION .743A ' 7,9 Al, � �T Ace RECEIVED CITY OF l UKWILA WV 02 2018 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com fti"l%4‘ 41"."IV\r= TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com J - 0 tF-t U VJ 0 J 0 O 0 O 2 W to z <0 0 0 REVISION 'DATE Design: RSH Drawn: RSH Checked: DMM Project No. 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title UPPER/LOWER ATTIC MECH. PLAN "A" CENTRAL rawing Number M3.O6 rolluda architects I(E)HX.02.1 HWS GENERAL NOTE: 1. ALL EQUIPMENT, PIPING, DUCTWORK, CONTROLS AND OR WIRING SHOWN IS A REPRESENTATION OF THE ACTUAL SYSTEMS AND IS NOT TO BE CONSIDERED AN AS -BUILT. ALL DIMENSIONS, LOCATIONS AND QUANTITIES SHALL BE FIELD VERIFIED PRIOR TO COMMENCEMENT OF DEMOLITION OR NEW CONSTRUCTION. I (E)HX-02 I F/S I (E)EF-A08 I PLAN NOTES: 0 ROUTE REFRIGERANT PIPING TIGHT TO STRUCTURE. UTILIZE EXISTING ROUTING PATHWAY, HANGERS, STRUCTURAL SUPPORT, ETC. 2 PROVIDE NEW DX COOLING COIL WITHIN ORIGINAL AHU UNIT. EXISTING AIR HANDLING UNIT SHALL BE REFURBISHED BY WAY OF NEW MOTOR, SHEAVES, BELTS, VARIABLE FREQUENCY DRIVE, FAN BEARINGS AND OR FAN WHEELS AS APPLICABLE. EXISTING UNIT IS MODULAR AND CAN BE DISASSEMBLED IN PLACE TO ALLOW ACCESS TO FAN/MOTOR SECTION, FILTER RACKS AND DX COILS FOR PURPOSE OF REFURBISHMENT, 0 EXISTING RETURN/EXHAUST FAN SHALL BE REFURBISHED BY WAY OF NEW MOTOR, SHEAVES, BELTS, VARIABLE FREQUENCY DRIVE, FAN BEARINGS AND OR FAN WHEELS AS APPLICABLE. 1II ' --J: I-1 I I I \ i - -,-;,:.----,-.07---\ . •----.--. , ....... - ,..._L--- -------.-- -...-- , : 7 _TA- ..---...7:77:-.III: CC) RIDGE LINE • ACCESS ! : i 0 FIT-A162 FHC F/S I (E R/E-A02I (7,-M L MC SHALL COORDINATE WITH DIVISION 25 FOR TEMPORARY DISCONNECT OF EXISTING POWER AND TERMINATION OF POWER UPON COMPLETION OF NEW WORK FOR ALL EXISTING EQUIPMENT SUBJECT TO REFURBISHMENT AND OR REPLACEMENT. TAB CONTRACTOR SHALL ASSIST MC IN PROVIDING MODEL NUMBERS OF SHEAVES & BELTS FOR REPLACEMENT AND SHALL DOCUMENT CURRENT AMP DRAWS OF ALL EXISTING MOTORS PRIOR TO MOTOR REPLACEMENTS. REMOVE AND REPLACE EXISTING HEAT EXCHANGER WITH NEW. FIELD VERIFY ALL EXISTING DUCT CONNECTIONS AND SIZING PRIOR TO ORDERING NEW. PROVIDE NEW FLEX CONNECTIONS TO EXISTING DUCTWORK. SEE EXISTING HX SCHEDULE FOR ADDITIONAL INFORMATION. I (E)AHU-A031 _ N D •1 . F .... IFIT-A174I I :FIT-A227I(BELOW) I --- : I HWS HWS I (E) F-A031 7 0 4H R UPPER LEVEL ATTIC PLAN - BUILDING "A" - NORTH SCALE: 1/4" = 1'-0" FIT-A223 (BOTTOM) :FIT-A170 I (TOP) LOWER LEVEL ATTIC PLAN - BUILDING "A" - NORTH SCALE: 1/4" = 1'-0" REVIEWEDFOR CODE bOMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILD NG DIVISION 4,41 RECEIVe6 CITY OF TUKWILA NO 02 2018 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 44-11It - r= t 'sez. TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com F- 1-1) 0 - ft 0 (0 1±11 a o a o •••• o w z < 0 7417 I —I a 'REVISION :DATE Design: RSH Drawn: RSH Checked: DMM Project No. 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title UPPER/LOWER ATTIC MECH. PLAN "A" NORTH Drawing Number M3.07 COPYRIGHT 6, 2018 ROLL rolluda architects (E)KITCHEN CU -51 (E)MUA-A02 0 rx--1 (E)2" 0 o, SUCTION/LIQUID REFRIGERANT PIPING. SIZE IN ACCORDANCE WITH LISTED MANUFACTURER'S RECOMMENDATIONS. PROVIDE ROOF MOUNTED PIPE SUPPORT F or, 0 0 0 I CU-A06 I (E)8"0 WATER HEATER FLU (E)3" RD & OFD EF-Al2 I 0 (E)7"0 FLUE NEW CONDENSING UNIT, LOCATE IN SAME FOOTPRINT AS ORIGINAL CU-A05 0 (E)4" VTR NEW CONDENSING UNIT, LOCATE IN SAME FOOTPRINT AS ORIGINAL. I CU-A04 I NEW CONDENSING UNIT, LOCATE IN SAME FOOTPRINT AS ORIGINAL. RSL 0 RSTIfi 0 0 (E)RH-A11 0 0 (E)2" VTR o(E)3" VTR (E)2" VTR (E)RH-A1 0 f o o (E)RH-A13 0 0 0 0 (E)EF-A14 (E)MUA-A01 0 0 (E)EF-A13 0 (E)3RD & OFD (E)4" VTR MECHANICAL ROOF PLAN - SOUTH SCALE: 1/8" o (E)2 VTR (E)RH-A09 • (E)3" RD & OFD 0 (E)RH-A08 0 0 Rt.:ViaVD FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISIO 6'‘o/Sb*;c14 wing Number RECEIVED CITY OF TUKWILA NUV 02 2018 PERMIT CENTER 3. architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com if‘rl/N 411\ Ar= t.kl, ENLIST TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com 0 _ w 0 cn 1±1 a 0 a 0 0 ix U-I Z < < 0 § 0 E a c.) ai Wco Lu co 0 C) 0 Ct (C) (/) 1(7) (03 sc 4 (nu 41 01P2 ck" co2 0( 6' 71 w Oj (0D0 thw < .1- o •:r u. ,REVISION :DATE Design: RSH Drawn: RSH Checked: DMM Project No. 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title MECHANICAL ROOF PLAN - BLDG "A" - SOUTH YR1GHT @ 2018 ROLLUDA ARCHRECTS, INC. NEW CONDENSING UNIT, LOCATE IN SAME FOOTPRINT AS ORIGINAL. I CU-A08 I NEW CONDENSING UNIT, LOCATE IN SAME FOOTPRINT AS ORIGINAL. CU-A07 0 0 0 0 0 (E)2" VTR 2 VTR ° of ) (E)RH-Al2 SUCTION/LIQUID REFRIGERANT PIPING. SIZE IN ACCORDANCE WITH LISTED MANUFACTURERS RECOMMENDATIONS. PROVIDE ROOF MOUNTED PIPE SUPPORT. (E)ACCESS HATCH I CU-A03 ° 0 0: (E)EF-D03 (E)EF-D01 BUILDING D (E)EF-D04 (E)EF-D05 ❑ ❑ ❑ ❑ ❑ (E)EF-002 (E)14" 0 FLUE (E)RH-D01 NEW CONDENSING UNIT, LOCATE IN SAME FOOTPRINT AS ORIGINAL.' 0 0'. 0 0 SUCTION/LIQUID REFRIGERANT PIPING. SIZE IN ACCORDANCE WITH LISTED MANUFACTURER'S RECOMMENDATIONS. PROVIDE ROOF MOUNTED PIPE SUPPORT. (E)4" VTR 0 (E)RH-A05 0 0 (E)2" VTR 0 (E)2" VTR (E)RH-A06 (E)RH-A07 (E)RH-A03 ° 0 0, o of MECHANICAL ROOF PLAN - NORTH SCALE: 1/8" = 1'-0" (E)RH-A04 (E)3" A.VTR o (E)2-1/2" VTR 0 Eti+'vr L vcD FOR CODE COMPLIANCE APPROVED p°R252019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NuV 02 20110 PERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42N0 STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com '.:REVISION ;DATE Design: RSH Drawn: RSH Checked: DMM Project No. 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title MECHANICAL ROOF PLAN - BLDG "A" - NORTH Drawing Number )0 0 0' 3 rolluda architects C5 RD/OD-1 RD/OD-1 DOAS-01 1/4"0 1/4"e —1 1/2"e 1/2"0 MECHANICAL ROOF PLAN - BLDG. A SCALE: 114" =1'-0" PLAN NOTES: ODUCT DN. SEE SHEET M3.01 FOR CONTINUATION. OHYDRONIC PIPING DN. SEE SHEET M3.01 FOR CONTINUATION. RECEIVED CITY OF TUKWILA Nuv022010 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION KEYPLAN architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 10/18/18 TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com REVISION DATE Design: HT Drawn: HT Checked: RSH Project No. 331-17-01 Issuance PERMIT SET Date: 10-19-2018 Drawing Title MECH. ROOF PLAN - BLDG. A Drawing Number 3.1 s rolluda architects 111 >> \_ / • 4 / -11-1.1_ill;1111.1-1:1111fillir:i -_ -- 1-1.1:1_1.1.1.- -._-"-_ —�----_ CSSOEENTSSIHHNEEUEEATTTIMO23N 0045 --FO-R---- - _ ._._ / / • —1 1/8"0 1 5/8 e,R-....: 24"e o i . MECHANICAL ROOF PLAN - BLDG. B SCALE: 1/8'.11-0' t1 -O4 I' i iii DOAS-03 I a" y I/ ?N. ODU-2 5/8"e 1/8"e c ODU-1 7/8"e 1 1/8"o iipsznik 24"e 24"e DOAS-02 CU-01 L PLAN NOTES: REFRIGERANT PIPING DN. SEE SHEET M2.05. ODUCT DN. SEE SHEET M3.04 FOR CONTINUATION. OCOORDINATE WITH STRUCTURAL TO AVOID BRACED FRAME. 0 4" VENT THRU ROOF. 4" VENT DOWN. OCONCENTRIC VENT TERMINATION. SEE DETAIL 7, DRAWING M9.04. RECEIVED CITY OF TUKWILA NUv 02 22018 PERMIT CENTER REViI='w D FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION KEYPLAN architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 10/18/18 Itt TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409.7315 Phone: 253.472.3300 www.treswest.com REVISION DATE Design: HT Drawn: HT Checked: RSH Project No. 331-17-01 Issuance PERMIT SET Date: 10-19-2018 Drawing Title MECH. ROOF PLAN - BUILDING B Drawing Number M3.11 2 9 0 GHT 02010ROLLDDA ARCH PLAN NOTES: rolluda architects DS 0 0 I!J / OUTLINE OF 10' SETBACK FROM ROOF EDGE HVAC ) DOAS-04 MTL SCUPPER & DS, TYP 2 REPLACE & RECONNECT R.D., SPLASH BLOCK, TYP.3 W W W W 0 0 0 CD 0 0 0 0 w in w (E) ROOF (E.) ROOF MECHANICAL ROOF PLAN - BLDG. C (E) ROOF (E) ROOF 01 DUCT DN. SEE SHEET M3.03 FOR CONTINUATION. OHYDRONIC PIPING DN. SEE SHEET M3.03 FOR CONTINUATION. RECEIVED CITY OF MIMILA NuV 02 2018 PERMIT CENTER REViEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION KEYPLAN architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 10/18/18 rs�s� TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com J(/) 0 00 Zf- �oo c W o aJQ J o °ZS Q oz Q UO U co Q J Z Q ct W u) 2 REVISION DATE Design: HT Drawn: HT Checked: RSH Project No. 331-17-01 Issuance PERMIT SET Date: 10-19-2018 Drawing Title MECHANICAL ROOF PLAN - BLDG. C Dewing Number 3.1 B1.8: BC 03B1 B B BC 2"V DROP TO 3"W DN. 3/4"CW 2-1/2"CW 3/4"HW Q .116... P-3 ©!2"HW 3"CW — 3/4"HWC 1"HW 2-1/2"CW 3/4"HW W UP 2"CW 2"HW TMV-1 3 W DN. 2"V UP 1-1/2"W UP 2"W DN. }� GIRLS RESTROOM 11 B10i UP p II 11 2"V II - II 2-1/2"CW P1 FD-1 DWH-01 DWH-02 0 FCO •• *• 1/2"HW UP I- 2"W 1/2"CW UP 1/2"CW 2"W UP 1/2"HW UP 1/2"CW UP 2-1/2"CW 2"V 3" COMB. AIR INTAKE 4" COMB. AIR EXHAUST MECHANICAL/ ELECICUST CREATIVE LEAP,NB1G LAB 5101 BLDG. B - 1ST FLR. ENLARGED MECH RM SCALE: 114'=1'-0" 3/4"HW 2-1/2"CW I, 1/2"CW DN P-16 1-1/2"V P-3A FD-1 R.R. ®L BMA BOYS RESTR000 B203 FD-1 ..... 3®HW 2-1/2"CW P-2 2 BLDG. B - 2ND FLR. ENLARGED RESTRM SCALE: 1/4' =1'-0' UN 3/4"HWC 3/4"HW -� ••• ••• 1-112"W UP 1-1/2"W J 1/2"CW P-1 A \ 2-1/2"CW -1 PREP 6203 3/4"CW I_ B1.28 ii) 3"V -L1 STOR B203C L2V B1; HB-1 Ver 1 BB) TO 2ND FLR-BLDG :T.O. (E) PARAPET - BLDG A COMMONS 313'-6" T.O. STEEL BLDG B - R(1(3Fn T.O.GUTTER - BLDG B 3 10' - 0 173/256" 3/4"HW 2-1/2"CW T.O. PARAPET - COMMONS ADDITION 304' - 4 1/2" T (3 711f3 FIR - RI rllj B T.O. ROOF - BLDG D 298' - 0" 2"V 1-1/2"V TYP. P-4 1-1/2"W 2-1/2"CW 2-1/2"CW 3/4"HW 2 P-16 2-1/2"CW` 4 2-1/2"CW 3/4"HW.` 2-1/2"CW: 2"V 3/4"CW.= -3/4"HW - PLUMBING CHASE SECTION PLAN NOTES: 0 1/2" HOT AND COLD WATER DROP, 1-1/2" VENT DOWN TO 2" WASTE. O1/2" HOT AND COLD WATER DROP, 1-1/2" VENT UP AND DOWN TO 2" WASTE, 2" WASTE DOWN. O3/4" HOT AND COLD WATER DROP. 0 1/2" COLD WATER DROP. 06 2" WASTE UP AND DOWN. O2" WASTE UP. 07 2" VENT DOWN. O2" VENT UP. 0 11 12 13 74 15 17 18 19 20 21 22 23 4" WASTE DOWN. 1-1/4" COLD WATER DROP, 2" VENT DROP TO 4" WASTE DOWN. 4" WASTE UP. 2-1/2" COLD WATER AND 3/4" HOT WATER UP. 2" WASTE DOWN. 2" WASTE UP, 1/2" HOT AND COLD WATER UP. REFER TO DOMESTIC HOT WATER SYSTEM PIPING DIAGRAM, THIS SHEET, FOR ADDITIONAL PIPE SIZING IN THIS AREA. 2-1/2" COLD WATER AND 3/4" HOT WATER DOWN. 3/4" COLD WATER DROP, 1-1/2" VENT DROP TO 2" WASTE DOWN. REFER TO PLUMBING CHASE SECTION, THIS SHEET, FOR ADDITIONAL PIPE SIZING FOR STACKED PIPING WITHIN PLUMBING CHASE. COORDINATE INSTALLATION OF PIPING SYSTEMS IN THIS AREA WITH OTHER TRADES. 1-1/2" WASTE WITH AIR GAP FITTING AND P-TRAP LOCATED WITHIN WALL FOR HVAC CONDENSATE, SEE DETAIL. 1-114" VENT DROP TO 1-1/2" WASTE DOWN. 3" COMBUSTION AIR INTAKE, 4" COMBUSTION AIR EXHAUST UP TO SECOND. 3" COMBUSTION AIR INTAK, 4" COMBUSTION AIR EXHAUST UP AND DN. SEE 1ST FLR. ENLARGED THIS SHEET AND M3.11 FOR CONTINUATION. 4"W 2"HW 2-1/2"CW 3"CW, 3/4"HWC y 3/4"HWC TMV-1 2"CW 1 2"CW 2" T.O. (E) BLDG A PARAPET 317'-0" ;T O STEEL - BLDG B 312'-0" HB-1 T.O.ROOF _BLDGI 284' - 0" 3/4"HW 3/4"CW DWH-01 COMBUSTION AIR INTAKE/EXHAUST DUCTWORK CHECK VALVE 3/4"HWC 2"CW DWH-02" THERMOMETER, TYPICAL . - 1-1/2"HW REVIEWED FOR GCE COMPLIANCE APPROVED TYPICAL City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA kW 02 °1 �ss4 -"'- PERMIT�,��Y a DOMESTIC HOT WATER SYSTEM PIPING DIAGRAM SCALE: rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 10/18/18 TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com re al co Oi mo 3 Ocooioc9 0 CO > 0) REVISION DATE Design: MAM Drawn: MAM Checked: RSH Project No. 331-17-01 Issuance PERMIT SET Date: 10-19-2018 Drawing Title PLUMBING ENLARGED PLANS AND DETAILS Drawing Number M4.01 © 20t8 ROLLUDA ARCNtTECTS, INC. rolluda architects (E)4" (E)AREA DRAIN (E)SPRINKLER DRAIN (E)COMP-A01 (E)RPBA (E)BO-02 (E)2"FFD (E)PRV ASSEMBLY MECH/ BOILER A144 I (E)DDCVA I \ 1(d'1 F � (E)W HH---A01 1 I 11 MPG—j (E)3/4"MPG (E)2-1/2"MPG (E)S"0 DIRECT VENT THRU ROOF (E)3"FFD (E)DRY RISER (E)WET RISERS (E)MIXING VALVE ASSEMBLY E)BO-0 (E)PMP-A06 (E)GAS METER (E) 3"MPG (E)ST-A01 (E)PMP-A07 13 (E)3" HWS & R FROM BLDG C & D (E)ET-A02 (E)PMP-A08 (E)3"FFD (E)AS-A01 (E)ET-AO (E)PMP-A01 E)PMP-A02 (E)PRVNTR (E)3/4"TO (E)PMP-A08 (E)2" GAS TO KITCHEN (924 MBH) (E)1-1/4" MPG TO BUILDING D (E)4" HWS & R FROM BLDG A (E)1-1/2"140°F HW LINE TO KITCHEN BOILER ROOM DEMOLITION PLAN - LOWER SCALE: 1 /4"=1'-0" (E)3"W UP (E)2"V U P----J)91 � (E)6"W UP TO SPRINKLER DRAIN (E)3"W UP (E)2"W UP (E)2"V UP (E)3"W UP (E)6" (E)3"W UP (E)2"V UP (E) SLEEVES SHALL REMAIN IN PLACE. (E)4"W (E)3"W UP (E)2"W UP TO FD. BOILER ROOM PLAN - (E)FOUNDATION SCALE: 1/4"=1'-0" (E) MPG (E) FM (E) PF (E)3"HWS (E)3"HWR (E)21/2"CW j- —(E)4"FIRE MAIN (E)2"V UP (E)3" W UP TO GREASE INTERCEPTOR (E)2 1/2"V 0 DN Iy (E)2"V HEADER DN (E)2"V DN-' '—(E)3"V DN (E)2"V DN I„- (E)3"V [(E)2"V DN THRU FLR, E21/2vuP ALI 0 `(E)3"VTR (E)EF-Al2 MECH/ BOILER A144 I 1 (E)8"0 FLUE VENT SHALL REMAIN (E)2"V DN I(E)CAF-A01 I BOILER ROOM DEMOLITION PLAN - UPPER SCALE: 1/4"=1'-0" THRUOROOF DIRECT VENT (E)3"FFD (E)DRY RISER (E)WET RISERS (E)MIXING VALVE ASSEMBLY (E)DDCVA ®O SI(E)3"FFD (E)2"FFD B 03 10 EF-Al2 MECH/ BOILER A144 BOILER CONTROL PANEL DDC HEAD -END PANEL O(E)3"FFD IQIF i® (E)WH-A01 1 i -1 t 1 11 MPG—j ■ (E)2-1/2"MPG HW P.O.C., TYP DCP-AO (E)GAS METER (E) 3"MPG (E)ST-AO ET-A02 DCP-A03 ET-A02 DCP-A04 AS-A01 ET-A01 HSP-A01 HSP-A02 (E)3/4"TO (E)PMP-A08 (E)2" GAS TO KITCHEN (E)1-1/4" MPG - BUILDING D 7(E)4" HWS/R FROM BLDG A (E)1-1/2"140°F HW LINE TO KITCHEN BOILER ROOM PLAN - LOWER SCALE: 1/4"=1'-0" 2"HWS/R TO COMMONS GENERAL REFERENCE NOTES: 1. ALL EQUIPMENT, PIPING, DUCTWORK, CONTROLS AND OR WIRING SHOWN IS A REPRESENTATION OF THE ACTUAL SYSTEMS AND IS NOT TO BE CONSIDERED AN AS -BUILT. ALL DIMENSIONS, LOCATIONS AND QUANTITIES SHALL BE FIELD VERIFIED PRIOR TO COMMENCEMENT OF DEMOLITION OR NEW CONSTRUCTION. DEMOLITION PLAN NOTES: 01 CAP EXISTING 2"HWS AT SUPPLY HEADER AS SHOWN. (0 CAP EXISTING 2"HWR AT RETURN HEADER AS SHOWN. �03 CAP EXISTING 4"HWR LINES, TYPICAL OF 2, AT RETURN HEADER AS SHOWN. 04 CAP EXISTING 4"HWS AT HEADER AS SHOWN. 0 REMOVE EXISTING GAS VENT PIPING AS SHOWN, PATHWAY SHALL BE RE -USED FOR NEW. SEE THIS SHEET FOR NEW WORK IN THIS AREA. 06 CAP EXISTING 2"MPG AS SHOWN. EXISTING SERVICE SHALL BE RE -USED. SEE THIS SHEET FOR NEW WORK. 07 REMOVE EXISTING 12"0 BOILER VENT STACKS IN THEIR ENTIRETY. EXISTING PATHWAY AND CORRESPONDING ROOF PENETRATIONS SHALL BE RE -USED. SEE THIS SHEET FOR NEW WORK. 0 REMOVE EXISTING 2"HWS/HWR PIPING, INSULATION AND HANGERS TO POINT OF EXITING BUILDING "A" AND AS SHOWN. 0 REMOVE EXISTING HYDRONIC CIRCULATING PUMPS, CORRESPONDING ELECTRICAL CIRCUITS, EXPANSION TANK, AIR SEPARATOR AND EXISTING HEADERS AS SHOWN. SEE THIS SHEET FOR NEW WORK IN THIS AREA. 10 REMOVE COMBUSTION AIR FAN, ALL DUCTWORK, LOUVER, SCREENS, DAMPERS & CONTROLS IN THEIR ENTIRETY. COMBUSTION AIR SYSTEM NOT REQUIRED FOR NEW BOILERS. EXISTING SIDEWALL PENETRATION SHALL BE FILLED, PAINT TO MATCH. 11 REMOVE EXHAUST FAN, DUCTWORK, LOUVER, SCREENS, DAMPERS AND CONTROLS IN THEIR ENTIRETY. EXISTING SIDEWALL PENETRATION SHALL BE FILLED, PAINT TO MATCH. 12 REMOVE EXISTING EXPANSION TANK TO BE REPLACED WITH NEW. SEE THIS SHEET FOR NEW WORK. 13 REMOVE EXISTING PUMP TO BE REPLACED WITH NEW. SEE THIS SHEET FOR NEW WORK. 14 REMOVE EXISTING DUCTWORK ASSOCIATED WITH THE EXISTING COMBUSTION AIR FAN NOTED FOR DEMOLITION ON UPPER BOILER ROOM PLAN THIS SHEET. PLAN NOTES: 0 0 0 0 0 0 0 0 0 10 11 12 13 PROVIDE NEW 4"HWS CONNECTION TO EXISTING AS SHOWN. PROVIDE ISOLATION VALVE. PROVIDE NEW 4"HWR CONNECTION TO EXISTING AS SHOWN. PROVIDE ISOLATION VALVE. PROVIDE NEW 2"HWS CONNECTION TO EXISTING AS SHOWN. PROVIDE ISOLATION VALVE. PROVIDE NEW 2"HWR CONNECTION TO EXISTING AS SHOWN. PROVIDE ISOLATION VALVE. PROVIDE NEW VERTICAL INLINE HYDRONIC PUMPS AS SHOWN, TYPICAL OF 2. SEE SCHEDULE. PROVIDE NEW 6" CONNECTION TO DISCHARGE HEADER AS SHOWN, TYPICAL OF 2. PROVIDE NEW 6" CONNECTION TO INLET HEADER AS SHOWN, TYPICAL OF 2. 12x12 EXHAUST UP TO NEW EF-Al2 ON ROOF. PROVIDE NEW 2"MPG CONNECTION TO EXISTING 2-1/2"MPG AS SHOWN. PROVIDE NEW BOILER AS SHOWN, TYPICAL OF 3. PROVIDE 8"0 FLUE INLET AND 10"0 FLUE DISCHARGE AS SHOWN. ROUTE THRU ROOF AND TERMINATE. NO NEW FOUNDATION WORK, PLAN PROVIDED FOR REFERENCE PURPOSES ONLY. EXISTING BOILER MOUNTING SKID FRAME SHALL BE REUSED. FRAMING SHALL BE LEFT IN PLACE AND EXISTING OPENINGS SHALL BE FILLED IN WITH CONCRETE. MECH/ BOILER A144 (E)8"0 FLUE VENT SHALL REMAIN REVIEWED FOR CODE COMPLIANCE APPROVED M R 2 5 2019 City of Tukwila BUILDING DIVISION S�cp �rR S'j�gT<� '1Oj RECEIVED h'C1p� CITY OF TUKWILA BOILER ROOM PLAN - UPPER NuV 02 2018 PERMIT CENTER SCALE: 1/4"=1'-0" architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com "4"Vje"„„=":14 TRES T ENGINEERWESS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com REVISION !DATE Design: Drawn: Checked: Project No. RSH RSH DMM 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title MECHANICAL DEMOLITION/NEW - BOILER ROOM Drawing Number rolluda architects 1-1/2"V -$ 2"W 2'W �`.k 1-1/2"V 2"W 3 �2V n 1-1/2"V -+ >a FCO 2"V r 5' �- 1-1/2"V h ' 1-1/2"V -4 P-6A r., 1-1/2"V - - � I I- 1-1/2"v P7 CO 4"VTR 4 2q' 1-1/2"V CO 3"V 3"V '1 2"V� 2"V 1-1/4"V 1-1/2"V -, '`. `. I.4 2"V 1-1/2"V - 2"W 2"W - 3"W �— 1-1/2"V P_7 I 1-1/4"V 3 NOTE #1 P-7 3"W NOTE #1 P-7 P-6A I 2"W 2 2"V 3"V I` N. 1-1/2"V 2"V A'P-7 1-1/2"V 1-1/2"W 3"W 2 1-1/2"W 2 FCO P-7 2 2"V FCO P_7 2"W m NOTE #1 P-6A 4'V 1-1/2"V 3"V 2"V _t i1 1x �.�2"v >f 2"V . 1-1/2"V 1-1/2"W P-7 2"W 3"W 2"W P-7 2"W FD-1 3"W 2 2 1-1/2"V 1-1/4"V 4 -' FCO 2"W 2"W r 2"V FD-1 1-1/4"V -+ 1-1/2 3"W 4 1-1/2"V 1-1/2"V 2 CO 4 P-7 FCO 2"W 2 3 J P-7 FD-1 4"VTR CI 4"V - 1-1/2"V 1 >< 1 11 1 - . \ 1 3^V lyr'I �\ I 3"V 2"V 3"V--' 1-1/2"V P-7 Iv FCO ® 2"W 3"V -I- NOTE1` 1-1/4 #1 P-6A 2"W 2"W 4- 2"V (FD-1) 11 1-1/2"V (P=7) I P-7 2"W 1/2"V 2"W 1 2"V 2"W 4"W. ' { 1-1/2"V I 2"V t J 4"VV 1-1/2"V f� \ 1-1/4 V I P-3A'�J ` _I 1 � ,I {-' P_16 }) I 4"VTR 4"V 1-1/2"V -1 2'W P-6A NOTE #1 1-1/2"W P-6A 2'W 3"W 2 FCO 2"W FD-1 NOTE #1 2 2 it TV 2"V FD-1 2W -' 3"V N4"W 2W FCO 1-1/2"V 1-1/2"V` 3TYP. P-3 P 2"VV 2"V r 4- TV I `. ,'1 1 1 1/2"V 1-1/TV 4 P-6A 1. P-7 2"N\_•` L 2�) 1-1/2"V -4 Co CO — 2"W 1-1/2"V NYP. N 2"V 4"W `. 1/2"V N 4"W FD-1 4"W= P-161 i'� I P3'` 1-1/2"V N 4" 4"W! ! `I P 4"W N. N J3N. 1-1/2"V ` 2"W 1-1/2"V 4"W 'h I z"VI IV NOTE P-3AI P-1 . 3"W N 4"W P-1 111 `.. 1-1/2"V 2"w 2 1-1/2 4"W TYP. 4 1-1/2"V 4 P-7 FD-1 TV N {�- TV ``� 1-1/4"V P-1A 4 UV NOTE 3 TV 3"W 3"W PLAN NOTES: 1-1/2"WASTE, 1-1/4"VENT SERVING HVAC SYSTEMS CONDENSATE IN THIS AREA. 4"V - 1-1/4"V 4 1-1/TV 4"W N j 4"V - 14 4"W 2"V N. FCO #1 2"W 4"W 2 NOTE #1 C� PLUMBING WASTE AND VENT RISER DIAGRAM SCALE: 1-1/2"VV 2"W 1- 1-1/2"V 1-1/4"V NOTE #1 CO 4"VTR 4"V 4"V 'C- 4"V -T'- . 1-1/2"V FCO P-9 1- 1-1/4"V 2 NOTE #1 FCO 21N • 2"W 4"V 4 P-7 1-1/2"V REViEKED FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION �Cs,A 4�,;j�4gTF RECEIVED 60 CITY OF TUKWILA NuW0220110 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 10/18/18 Itt TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409.7315 Phone:253.472.3300 www.treswest.com �0z 000_ E i= VJ V J Q J < D °6 Oo_z OHO co J < a W O- O I—co2 0 REVISION DATE Design: MAM Drawn: MAM Checked: RSH Project No. 331-17-01 Issuance PERMIT SET Date: 10-19-2018 Drawing Title PLUMBING WASTE AND VENT RISER DIAGRAM awing Number 1 1/2"CW 1/2"CW 1/2"HW P-7 1/2"CW 1/2"HW P-7 1/2"CW P-7 N. NN 1/2"CW 1/2"HW 1/2"CW 1/2"HW 1/2"CW 1/2"HW P-7 P-7 1/2"CW 1/2"HW 3/4"CW 3/4"HW P-7 P-7 1/2"CW 1/2"HW P-7 3/4"CW 3/4"HW 1/2"CW 1/2"HW P-6A 11 1/2"CW 1/2"HW 2"CW 3/4"CW 1"HW HB 1 N. N. N 3"CW 3"CW 3/4"CW 3/4"HW P-7 3/4"CW HB-1 (2)P-17 2"CW 1"HW 3"CW 1"HW P-7 P-6A 11 1/2"CW 1-1/4"CW 1/2"HW 1-1/4"HW 2"CW 1"HW (e) 3"CW 3/4"CW 3/4"HW 1-1/4"CW 2"HW 1/2"CW 1/2"HW P-7 1/2"CW 1/2"HW P-7 3/4"CW 3/4"HW 1/2"CW 1/2"HW P-7 3"CW 1"HW 1/2"CW 3/4"CW 3/4"HW 1/2"FIW 1/2"CW . 1/2"HW P-7 P-6A 3/4"CW 3/4"HW -1/4"CW 1/2"CW -1/4"HW 112"HW 1-1/4"CW 1-1/4"HW 1/2"CW 1/2"HW 1"CW 1"HW P-7 P-17 3/4"CW 3/4"HW 1-1/4"CW 2"HW 1/2"CW 1/2"HW P-7 P-16 2-1/2"CW 2"HW 3"CW 2°HW 3"CW 3/4"HWC 3/4"HWC 1/2"CW 1/2"HW P-6A 1"HW TMV-1 1-1/4"CW 2"HW N-----;1/2"CW 1/2"HW 2-1/2"CW 3/4"HW P-3A 1-1/4"CW P-4 2-1/2"CW 1"HW 1/2"CW 1/2"HW P-7 2-1/2"CW 3/4"HW P-3 A P-3A 1 L., P-3A /4"CW DCP-1 2"CW 3/4"Ci2WH--"Aw ir2' P-2 I a lik' /2"CW 3/4"HW ', 1I1/2"CW N/ 1/2"HW 4 le - 2-1/2CW P-1 11_/121"4C.Wc w I 1-1/4"CW 1110 P-3A, CW -1/4" P-3A 1/2"CW 1/2"HW 3/4"CW 3/4"HW 1/2"CW 1/2"HW 1-1/4"CW 2"HW 1/2"CW 1/2"HW 2-1/2"CW 3/4"HW 2-1/2"CW -N, 2-1/2"CW - 3/4"HW 2"HW P-3 P-5 3/4"HW DWH-0 1/2"CW DWH-02 N P-1 -1/4"CW P-1 3/4"HW J P-6A 1-1/4"CW 1-1/4"HW 3/4"CW 2"HW 2-1/2"CW P-1A 1/2"CW 1/2"HW 2-1/2"CW NN 1"CW 1"HW <5% --55=-- 3/4"CW HB-1 2 HW 3/4"CW 21-11A/ 3/4"CW 3/4"HW P-9 PLUMBING DOMESTIC WATER RISER DIAGRAM SCALE: 3/4CW 1/2"HW Rc.:,/it.-'vVED FOR CODE COMPLIANCE APPROVED APR 25 2019 RECEIVED CITY OF TUKWILA NuV 02 1018 PERMIT CENTER City of Tukwila BUILDING DIVISION ,o •.-/ 41, `Q6,:.00740 (.;b4 rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 0/18/18 1VV ?4,1. TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 9840'9-7315 Phone: 253.472.3300 www.treswest.com u) o z 01- o 0 LOQ E. u) o E 1:1:11 jQOS o z o - FL O F- — < Z < 0 — D 0 REVISION DATE Design: MAM Drawn: MAM Checked: RSH Project No. 331-17-01 Issuance PERMIT SET Date: 10-19-2018 Drawing Title 5 5 5 0 PLUMBING DOMESTIC WATER RISER DIAGRAM Drawing Number rolluda architects A -20OA BGLLEGEND DIAGRAM SY DISPLAY „gg TTII N POleft MRE CONTROL WIRE 7n REF. PIPE PIPING AND CONTROLS SYMBOL BRANCH PIPE MODEL NAME J1 Reducer J2 CMY-R160-J1 H1 CMY-Y62-G-E SYMBOL LIQUID PIPEIGAS PIPE SIZE P1 318 I518 P2 114 1112 P3 118 11.118 P4 318 13/4 P5 1.1181 P6 11.518 PI 718 1 P8 I1.118 SYMBOL MODEL NUMBER CR PAC-YT53CRAUJ 16-2 AWG(S) Additional refrigerant charge is needed depending on the size and length of extended piping. Please refer the amount of pre -charge and the formula of calculation which is mentioned on the data book. 1.25m416 AWG) : 1.25m416 AWG) or more. 0.75m420 AWG) : between 0.5m424 AWG) and 0.75mni(20 AWG). 3- 460V/60Hz FUSE /1/ System 1 ODU-1 PURY- P168YLMU-A 3- 460V/60Hz FUSE System 2 ODU-2 PURY- P336YSLMU-A L112L3 (S) r IP3 BC-1 >16.2 AWG(S) 2cor e TB2 TB1 052 1 2 3 4 G TB7 051 TB3 U ( J L -1 L 7 1 2D&230V — — — — -I I 1 —1 1 I 08-230V FUSE FUSE P1 P2 IP1 P1 1P2 P1 208-230V FUSE2C 230V FUSE 2(j4230V FUSE 2( 23DV FUSEH ~ 2(I 230V FUSE 2(8.230V FUSE R�230V FUSE Lit2j G L1L24 G L1124 G L1L2+ G L1L21 G L1L2+ G 001 4- 002 1- 003 004 Z 005 Z 006 T 5 B15 Gpl T 5 BIS Gp2 T 5 BIS Gp3 T 51815 Gp4 T 5 B15 T 5 515 PEFY- PEFY- PEFY- PEFY- PEFY- PEFY- P48NMAUE3 PG6NMAUE3 P48NMN1;_3 PYOY'MAUE3 POGNIMU4 3 P48NMAU-E3 3- 208-230V/60Hz FUSE L1t2L3 TB7 PURYP1681111UA 057 - PO (S) TB3 11,16-2 AWG(S) 21.152AG CR 22.162ANG CR 0.162A CR 22-162ANG 22-162AWG CR 2core TB2 TB1 t t t t 059 P 1- 208-230V/60Hz FUSE System 3 CU-01 /1/ PUMY- P48NKMU1 111213 TB7 PURY-PI680U-A 058 jRY G TB3 Pet TP7 IL_=--_iI rr_ Pd IP5 BC-02 II li CMB-P1016NU-HA1 9 10 11 yJ2 II L LL L i_ -1 1 L , 1 I 1 L- ___ _1 1 I I I I P1 P2 IP1 IP1 1P1 I P 1 IP1 1P1 P1 2(,23OV FUSE 2R9'230V FUSE :2(�230V FUSE 2L�230V EUSE2�23°V FUSE 2( 230V FUSE 20'-230V FUSE 2L�230V FUSE 20 230V II L1L2+ G L712 G L1L2+ G L112 G L1L21 G L1L2'i G L112 G L1t21 G Ltt24, G L11 007 Gig 008 009 Gp9 010 B 011 Gp1t 012 Gfi12 013 - 014 Z4 015 G s T 5 B15 '� T S BIS T S 015 T 5 515 T S B15 T S 515 TBS 515 T 5 B15 T 5 615 P / P48NMALf3 PPOEBRNMA- }E3 EFY- P44)NNMAUE3 PEPBNMA-23 PP NMAUf3 P6NMkUf3 PEFY- P78N6AUE3 P3iLAU-E3 •16-2AWGISI /\. /\ /'. R-162AWG CR 11-162ANG ICR Zb162A11'G CR 2 ICR 0-162AWG CR 02.162ANG ICR 21-162AWG CR 7t162A' JCR 22.162ANG JCR P4 2 G- 016 T 5 B15 Gp16 P72N HSU-E 0-1514WG CR ,CREATNELEMNINGUABIOI , ,PRACTICEBII,OFFICEB113 , ,MUSICROOMBIB3 ,MATHCIASSR00MB201,STAFFB205,1EACHERPREF.B261,ARTR9B2115TORB1136LN715 ,SCIENCEOASSROOMBI02 , ,1FACHERPREP.B106 , ,SCIFNCECIASSROWIBI04 , ,SCBICEC1ASSR00MBIIW , ,FIEUSPACEBIW,GIRLS131I7 , ,MATHCLASSROOMB202 , ,MATHCIASSR00MB201 , ,641THCIASSROOMB2S ,MATHLL+SS30096205 , ,FLEXSPACEB200BOYSB2O , ,FCU-B101 . ,FCU-B102 „FCU-B103 „FCU-B201 „FCU-B202 „FCU-B203 , ,FCU-B104 „FCU-B105 „FCU-B106 „FCU-B107 „FCU-B108 „FCU-8204 „FCU-B205:. „FCU-8206 „FCU-8207 „FCU-B208 REFRIGERANT PIPING DIAGRAM - BUILDING B CLASSROOM DIAGRAMMATIC • L112 TB7 067 TB3 G (S) " I 2 -J OIPSMICN7d0FF L P11 1 J P2 P1 208230V FUSE 20 230V FUSE 2( -230V 17 FUSE G L1L2 G 0 T 5 B1 ,ELECT.B227 ,AC-1A Gpi PHMUE 162AWG(S) R CR P24NKMU-E P2 -162 CR ,MECREIECIICUST.B105 , ,EIEV.CL0.B105A ,AC-1B , ,AC -IC REVIEI ED FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION -. air /14 architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com _'.REVISION ;DATE Design: Drawn: Checked: Project No. RSH RSH DMM 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title REFRIGERANT PIPING DIAGRAM BUILDING B CLASSROOM awing Number RECEIVED CITY OF TUKWILA NuV 02 2018 PERMIT CENTER rolluda architects PROVIDE TRANSITION AS REQUIRED TO CONNECT DUCT TO EQUIPMENT OPENING 160 STOUGE S213 DOAS-03 18"o 18"o 6"x6" 20 CFM ,L7u,n17-117,10 mmm.m.mri r-q.-.1.0mcimm= ,m761-2zr.:3 18"m 1 4"0' 6"o, :2•1 35 CFM 6"x6" B PROVIDE TRANSITION AS REQUIRED TO CONNECT DUCT TO EQUIPMENT OPENING 16'0 3/80 LIQUID 80 5/80 SUCTION 8"x8" 40 CFM 140 CFM laN B215 SK-01 CONNECT TO KILN k)..WALL CAP 60 16"0 MECHANICAL SECTION 1 SCALE: 1/4' V-0' --- I 1112J0 OFF CE 5113 100 CFM 15 CFM 881 BA1 MECHANICAL SECTION 2 SCALE: 1t4". 1-0" REViaVED FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISJ 4 RECEIVED CITY OF TUKWILA NuV 02 2018 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 10/18/18 11.1.444_11. Itt. TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com _1 CO 0 Z 01— 0 0 (,) co a 5 I <C_ O - a z O 0 rn 0 w w < z - < w 0 a 0 I- CO 2 REVISION DATE Design: HT Drawn: HT Checked: RSH Project No. 331-17-01 Issuance PERMIT SET Date: 10-19-2018 Drawing Title MECHANICAL SECTIONS awing Number 1 3 5 0 5 5 0 GENERAL NOTES: 1. ANY EQUIPMENT, PIPING, DUCTWORK, CONTROLS AND OR WIRING SHOWN IS A REPRESENTATION OF THE ACTUAL SYSTEMS AND IS NOT TO BE CONSIDERED AN AS -BUILT. ALL DIMENSIONS, LOCATIONS AND QUANTITIES SHALL BE FIELD VERIFIED PRIOR TO COMMENCEMENT OF DEMOLITION OR NEW CONSTRUCTION. 2. PROVIDE POINT TO POINT VERIFICATION OF ALL NEW CONTROLS IN ACCORDANCE WITH PROJECT SPECIFICATIONS. PLAN NOTES: 0 REMOVE AND REPLACE ALL EXISTING TUX CONTROLLERS WITH NEW BACTALK VLC CONTROLLERS. THIS SHALL INCLUDE ALL EXISTING VAV'S, AHU'S, PULSE AND EMCP CONTROLLERS. FIELD VERIFY EXACT QUANTITY. OREMOVE ALL EXISTING IBEX MICROSET SPACE TEMPERATURE SENSORS AND ALL ASSOCIATED WIRING AND REPLACE WITH NEW BACTALK MICROSET II SPACE TEMPERATURE SENSORS AND NEW WIRING SUITABLE FOR USE WITH NEW SENSORS. FIELD VERIFY EXACT QUANTITY. 03 SEE MECHANICAL ROOF PLANS, SHEETS M3.08 & M3.09, FOR NEW AND EXISTING EQUIPMENT LOCATIONS. 0 SEE ENLARGED BOILER DEMOLITION AND NEW PLAN, SHEET MD1.08 FOR ADDITIONAL EQUIPMENT AND LOCATIONS. SELF- CONTAINED CLASSROOM Al 26 TIMEOUT A127 \ rr CORR A1031 TOILET 11 L \ A128 EIGHTH GRADE CLASSROOM A1251 J -'1 STAIR I S2 UP ' OFFICE A.151 STOR F/S FIT-A103 UP OT/PT 1 All EF-Al1 ELEC 1 A'1431 FOOD STOR A142 OUST STOR A140 CDS PSYCH TEST RM SPECIAL ED SUPPORT STAFF LOUNGE 'F/S ELEC A102 1 lq F/S F/S• PATCH • 22 S. CORR FIT-A117J Al 02 ATTEND FIT -Al 19 Al ID COUNSELORS COUNSEL'S OFFICE / ', OFFICE A134. Q 000 LOADING AREA A145 A138 • • ••• • • • ,' MECH/ ., ,' BOILER ••• • Al 441 • • / • • =�i FOOD SERVICE SD ; OFFICE'" GIRLS ii CORR-- FIT-A121 ISS crivz A 13i !MEN 161 OMEN._ R15 --1 WORKROOM L A_ 171 FiT�A0- - --. ASSISTANT OPEN VIP PRINCIPAI4S OFFICE AREA OFFICE JEF-A131 o 9J I Al 1 MUA-A01 CONF RM A111 STUDENT STORE 0,1 5 2 CORR 1 A109 DRYER VENT CAP DDC REFERENCE PLAN - FIRST FLOOR BUILDING A - SOUTH SCALE: 1/8" = 1'-0" FIT-A110 COMMONS/CAFETERIA ACTIVITY ROOM A148 PLATFORM OOT. RM A12411 AHU-A04 STOR A153 WAITING & RECEPTION A107 SECRETARY F/S II. I�l REVI5W5D FD" CODE CCMPLIAI C FIT -Ai LO BRYOVED A2 5 2019 City of Tukwila BUILDING DIVI 0 STAIR U /= VEST A100 7 S1 9 UP C MECH [Ai64I Rhh:rlT �- RECFIVE&'O CITY OF TUKWILA NUV 02 2018 PERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.cam 61.11.00141 TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com jREVISION ',DATE Design: RSH Drawn: RSH Checked: DMM Project No. 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title DDC REFERENCE PLAN - FIRST FLOOR A - SOUTH Drawing Number rolluda architects FC-A02 /'0I CORR 1__io _ -�1._-- ,�I4; it f LOBBY A101 R i \ \\\ \ \� \ \ MECH A16-} 7I LIBRARY A155 VESTIBULEAl 6 O v AHU-A03 ,/ 0 FIT-A16 COMM/ MDF A161 F.E. OFFICE D113 SHOWERS WICAT A 16 2 LIB RIAN S v �: ,OF CE 155j A CHECKOUT/ _ �2y PERI:0MS AV''6 15 l \` !`� WORKRM/AV r STOR / 2'' / IA, 159 6 FIT-A176 N. CORR 'A105 (DO EIGHTH GRADE EIGHTH GRADE CLASSROOM CLASSROOM !A176 I,A"J5 GIRLS' LOCKER RM ID114 UNIFORM STOR D1-0 GIRLS BOYS LOCKER R0 VEST MECH VE LD117J D11S I D107 E-0UP CORR A106 DN F/S D105 D112 SHOWERS I D106 VESTIBULE Al68 Ni GENERAL NOTES: 1. ANY EQUIPMENT, PIPING, DUCTWORK, CONTROLS AND OR WIRING SHOWN IS A REPRESENTATION OF THE ACTUAL SYSTEMS AND IS NOT TO BE CONSIDERED AN AS -BUILT. ALL DIMENSIONS, LOCATIONS AND QUANTITIES VESTIBULE 11 SHALL BE FIELD VERIFIED PRIOR TO COMMENCEMENT OF DEMOLITION OR NEW CONSTRUCTION. 2. PROVIDE POINT TO POINT VERIFICATION OF ALL NEW CONTROLS IN FIT -A' 67 ACCORDANCE WITH PROJECT SPECIFICATIONS. F/S A,16 7 GUST 1 .El69 GIRLS 0.1 56 HEALTH/SKILLS CLASSROOM Al TO TEAM F/Br TEACHING FIT-A105 (T FIT-A174Y U FIT-A173 EIGHTH GRADE EIGHTH GRADE CLASSROOM CLASSROOM A'174 A173 DDC REFERENCE PLAN - FIRST FLOOR BUILDING A - NORTH SCALE: 118" =1'-0" 110 PLAN NOTES: OREMOVE AND REPLACE ALL EXISTING TUX CONTROLLERS WITH NEW BACTALK VLC CONTROLLERS. THIS SHALL INCLUDE ALL EXISTING VAV'S, AHU'S, PULSE AND EMCP CONTROLLERS. FIELD VERIFY EXACT QUANTITY. OREMOVE ALL EXISTING IBEX MICROSET SPACE TEMPERATURE SENSORS AND ALL ASSOCIATED WIRING AND REPLACE WITH NEW BACTALK MICROSET II SPACE TEMPERATURE SENSORS AND NEW WIRING SUITABLE FOR USE WITH NEW SENSORS. FIELD VERIFY EXACT QUANTITY. RLVIE'vVED FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION Sip '94p%`' Q qM " kq O RECFIVEC�f9 d CITY OF TUKWILA Nuv 02 2018 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com REVISION (DATE Design: RSH Drawn: RSH Checked: DMM Project No. 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title DDC REFERENCE PLAN - FIRST FLOOR A - NORTH Drawing Number J J I• al ri U-� VEST C103 FC-001 I D104 E. OFFICE (E)EF-005 ON ROOF (E)EF-D01 ON ROOF SHOWERS D115 (E) GYMNASIUM C105 COURTYARD Ci121 AUXILLARY GYMNASIUM D101 BUILDG D (E)AHU-D02 UNIFORM STOR D110 GIRLS ❑ �O (E)EF-D03 ON ROOF S' LOGREWSi 1 4 I / (E)AHU-00 —'i ME CH rt \ (E)EF-D04 ON ROOF BOYS D10S \'ES': C101 FC-0O21',_ � r Ki 5' LOCKER. D1D5 E)AHU-003 DDC REFERENCE PLAN — BUILDING D +D (E)EF-D02 ON ROOF SEE ENLARGED PLATFORM PLANS THIS SHEET SHOWERS D106 — -- -- J IG (00 ( DH) K} l GENERAL NOTES: 1. ANY EQUIPMENT, PIPING, DUCTWORK, CONTROLS AND OR WIRING SHOWN IS A REPRESENTATION OF THE ACTUAL SYSTEMS AND IS NOT TO BE CONSIDERED AN AS -BUILT. ALL DIMENSIONS, LOCATIONS AND QUANTITIES SHALL BE FIELD VERIFIED PRIOR TO COMMENCEMENT OF DEMOLITION OR NEW CONSTRUCTION. 2. PROVIDE POINT TO POINT VERIFICATION OF ALL NEW CONTROLS IN ACCORDANCE WITH PROJECT SPECIFICATIONS. PLAN NOTES: 0 REMOVE AND REPLACE ALL EXISTING TUX CONTROLLERS WITH NEW BACTALK VLC CONTROLLERS. THIS SHALL INCLUDE ALL EXISTING VAV'S, AHU'S, PULSE AND EMCP CONTROLLERS. FIELD VERIFY EXACT QUANTITY. REMOVE ALL EXISTING IBEX MICROSET SPACE TEMPERATURE SENSORS AND ALL ASSOCIATED WIRING AND REPLACE WITH NEW BACTALK MICROSET II SPACE TEMPERATURE SENSORS AND NEW WIRING SUITABLE FOR USE WITH NEW SENSORS. FIELD VERIFY EXACT QUANTITY. 0 REMOVE AND REPLACE THE IBEX TRUNK COMMUNICATION WIRE TO THE BACNET MS/TP. PROVIDE CURRENT COMMUNICATION WIRE STANDARD. O4 SEE MECHANICAL ROOF PLANS, SHEETS M3.08 & M3.09, FOR NEW AND EXISTING EQUIPMENT LOCATIONS. OSEE SHEET M3.03 FOR EXTENT OF NEW AND EXISTING EQUIPMENT ASSOCIATED WITH GYM AND NEW GYM ADDITION. (E)MECHANICAL PLATFORM - LOWER SCALE: 1/4" = 1'-0" (E)MECHANICAL P �i REV E_WED FOR CODE COMPLIANCE APPROVED APR ▪ 25 2019 City of Tukwila BUILDING DIVISION . rAl ECEJVED T;Y OF TUKWILA uv 02 2018 PERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409.7315 Phone: 253.472.3300 www.treswest.com J H0 U0 E u, 5J O 0 O 2 CDZ -J<o I- 0o I— v! < ;REVISION '.DATE Design: RSH Drawn: RSH Checked: DMM Project No. 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title DDC REFERENCE PLAN - BUILDING D Drawing Number SCALE: 1/8" = 1.-0" rolluda architects architecture planning interior design 11 TB SIXTH GRADE CLASSROOM A211 PATCH A_'10 _:...v-._ _. WB WB L FIT-A209 SIXTH GRADE CLASSROOM A209 1 T I` I \ , i \ ' I \ , I / T FIT-A211 S2 SIXTH GRADE CLASSROOM A21 2 2 "3--c I —:I I —I / L_ LJ i i IT-A212 o> 1 1 2 I I I I I I! I I I IFYq 1 �I I SIXTH GRADE CLASSROOM FIT-A213 O SIXTH GRADE CLASSROOM A208 R TB Cal GIRLS HILL FIT-A208 B SOUTH COR , IDOR r q---F/S- ROM, A207- WB'' u A2021 O GENERAL NOTES: 1. ANY EQUIPMENT, PIPING, DUCTWORK, CONTROLS AND OR WIRING SHOWN IS A REPRESENTATION OF THE ACTUAL SYSTEMS AND IS NOT TO BE CONSIDERED AN AS -BUILT. ALL DIMENSIONS, LOCATIONS AND QUANTITIES SHALL BE FIELD VERIFIED PRIOR TO COMMENCEMENT OF DEMOLITION OR NEW CONSTRUCTION. 2. PROVIDE POINT TO POINT VERIFICATION OF ALL NEW CONTROLS IN ACCORDANCE WITH PROJECT SPECIFICATIONS. PLAN NOTES: 01 REMOVE ALL EXISTING IBEX MICROSET SPACE TEMPERATURE SENSORS AND ALL ASSOCIATED WIRING AND REPLACE WITH NEW BACTALK MICROSET II SPACE TEMPERATURE SENSORS AND NEW WIRING SUITABLE FOR USE WITH NEW SENSORS. FIELD VERIFY EXACT QUANTITY. 02 SEE MECHANICAL ROOF PLANS, SHEETS M3.08 & M3.09, FOR NEW AND EXISTING EQUIPMENT LOCATIONS. t, .__BOYS 221', ! i I/ H 1\ ? V / \\ // 7- AHU-A04 r' / 3 I _\ SCIENCE LAB A21'6 B B ELEC - =r230 3 FIT-A206 SIXTH GRADE CLASSROOM A206 TB! II SKILLS/HEALTH CLASSROOM A205 B B I I 1 1 1 1 1 1 1; 1 1 1 1 ,,:COMPUTERLAB CLASSROOM A204 DDC REFERENCE PLAN - SECOND FLOOR BUILDING A - SOUTH SCALE: 1/8" =1.-0" 'TB LOBBY A201 DN ELEV olliITl--ITIi DN DN STAIR S1 r u OD -COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION SEVI CLA1 a B 5 y�� RECEIVED CITY OF TUKWILA NuV 02 2318 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com tk, 10/18/18 TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com ;REVISION DATE Design: RSH Drawn: RSH Checked: DMM Project No. 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title DDC REFERENCE PLAN - SECOND FLOOR A - SOUTH Drawing Number 8. PERMIT CENTER / AHU-AO L i j// / 7 / ��i ! "' - ----- \ LJ i I W TB LOBBY A201 DN SCIENCE LAB A-76 B ELEC ?,23O-1 ELEV L vqp o SCIENCELAB BUILDING D V r _ PRENSTOR-- - A218 _AL TB DN STAIR S1 DN / B ■■ I ■ EMU LUI : SEVENTH GRADE CLASSROOM A 2 29 111 STOR A2"I9 } • BOYS. A22.1 GUST A220 MECH. ACCESS FIT-A229 LJ L TB 9 r� SEVENTH GRADE CLASSROOM A228 FIT jA203f 0 -DN STAIR c3 r NORTH CORRIDOR --- 2/ A203 DN 4 w ill 7 B GIRLS A222 14 l` SCIENCE CLASSROOM r22; FIT-A223 FIT -AZ BUILDING A FIT-A228 WB TB SEVENTH GRADE CLASSROOM A227 FIT-A227 B ^'I uI n u A226 X _ TEAM R -2- SEVENTH GRADE CLASSROOM A226 3- TB L< �H PATCH A224i DDC REFERENCE PLAN - SECOND FLOOR BUILDING A - NORTH SCALE: 1/8" =1'-0" I I 3I GENERAL NOTES: 1. ANY EQUIPMENT, PIPING, DUCTWORK, CONTROLS AND OR WIRING SHOWN IS A REPRESENTATION OF THE ACTUAL SYSTEMS AND IS NOT TO BE CONSIDERED AN AS -BUILT. ALL DIMENSIONS, LOCATIONS AND QUANTITIES SHALL BE FIELD VERIFIED PRIOR TO COMMENCEMENT OF DEMOLITION OR NEW CONSTRUCTION. 2. PROVIDE POINT TO POINT VERIFICATION OF ALL NEW CONTROLS IN ACCORDANCE WITH PROJECT SPECIFICATIONS. PLAN NOTES: OREMOVE ALL EXISTING IBEX MICROSET SPACE TEMPERATURE SENSORS AND ALL ASSOCIATED WIRING AND REPLACE WITH NEW BACTALK MICROSET II SPACE TEMPERATURE SENSORS AND NEW WIRING SUITABLE FOR USE WITH NEW SENSORS. FIELD VERIFY EXACT QUANTITY. OSEE MECHANICAL ROOF PLANS, SHEETS M3.08 & M3.09, FOR NEW AND EXISTING EQUIPMENT LOCATIONS. REVIEWED FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION tQ � N REC4 � 4 CITY OF TUKiVWitA NUV 02 2018 PERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com R TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone:253.472.3300 www.treswest.com _REVISION DATE Design: RSH Drawn: RSH Checked: DMM Project No. 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title DDC REFERENCE PLAN - SECOND FLOOR A - NORTH rawing Number 8 rolluda architects architecture planning interior design / / / / / ( —. ( Li 1 L IL_ 7 I SD► - 7HWS- HWR____ I SDI HWS 7 -/ HWR DDC REFERENCE PLAN - UPPER LEVEL ATTIC - SOUTH SCALE: 1/4" = 1'-0" F/S FIT-A211 I (BELO FIS FIT-A117 I I AHU-A06J F/S I FIT-A202 :F/Sri 1 Li HWS HWR Li-- ( v /I / Ni Fr \I HWS HWR G GENERAL NOTES: 1. ANY EQUIPMENT, PIPING, DUCTWORK, CONTROLS AND OR WIRING SHOWN IS A REPRESENTATION OF THE ACTUAL SYSTEMS AND IS NOT TO BE CONSIDERED AN AS -BUILT. ALL DIMENSIONS, LOCATIONS AND QUANTITIES SHALL BE FIELD VERIFIED PRIOR TO COMMENCEMENT OF DEMOLITION OR NEW CONSTRUCTION. 2. PROVIDE POINT TO POINT VERIFICATION OF ALL NEW CONTROLS IN ACCORDANCE WITH PROJECT SPECIFICATIONS. PLAN NOTES: OREMOVE AND REPLACE ALL EXISTING TUX CONTROLLERS WITH NEW BACTALK VLC CONTROLLERS. THIS SHALL INCLUDE ALL EXISTING VAN/IS, AHU'S, PULSE AND EMCP CONTROLLERS. FIELD VERIFY EXACT QUANTITY. OREMOVE AND REPLACE BCM-TUX CONTROL MODULE WITH NEW BCM-MSTP CONTROL MODULE. OREMOVE AND REPLACE THE IBEX TRUNK COMMUNICATION WIRE TO THE BACNET MS/TP. PROVIDE CURRENT COMMUNICATION WIRE STANDARD. i— Li L I FIT-A131 I j ( FIT-A212](BE LOW) I FIT-A103 I F/S 000 FIT-A125I FIT-A209 I (BELOW) I FIT-A115I I FIT-A119 I FIT-A208 I (BELOW) ool� LiF IDX-A05I F/S 7 IAHU-A0.5I i IFIT-A213 F_ F/S I DDC REFERENCE PLAN - LOWER LEVEL ATTIC - SOUTH SCALE: 1/4" = 1'-0" u I EF-A10 I I FIT-A121 I I FIT-A206 I it (BELOW) IFIT-A134I 000 I FIT-A112I I FIT-A124I F/S (BELOW) ru \vH \ ' / \4 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409.7315 Phone: 253.472.3300 www.treswest,com F- LU LJJ CO 1< g 5v-* NY•YdY�XXaa33 v H o I— F- LL. ',REVISION (DATE X I AHU-Ad41 r—; i F/S I DX-A04] FIS— F/S~ REVIE TiD FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwi4 BUILDING DIV rA)) ,�qT RECE!'f CITY OF 1'UL NuV 02 2018 PERMIT CENTER Design: RSH Drawn: RSH Checked: DMM Project No. 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title DDC REFERENCE PLAN - UP./LOW. LEVEL ATTIC -S Drawing Number rolluda architects architecture planning interior design i 3 HWS :AHU-Ad41 DX-A04 I I i HWS HWR GENERAL NOTES: 1. ANY EQUIPMENT, PIPING, DUCTWORK, CONTROLS AND OR WIRING SHOWN IS A REPRESENTATION OF THE ACTUAL SYSTEMS AND IS NOT TO BE CONSIDERED AN AS -BUILT. ALL DIMENSIONS, LOCATIONS AND QUANTITIES SHALL BE FIELD VERIFIED PRIOR TO COMMENCEMENT OF DEMOLITION OR NEW CONSTRUCTION. 2. PROVIDE POINT TO POINT VERIFICATION OF ALL NEW CONTROLS IN ACCORDANCE WITH PROJECT SPECIFICATIONS. PLAN NOTES: 0 REMOVE AND REPLACE ALL EXISTING TUX CONTROLLERS WITH NEW BACTALK VLC CONTROLLERS. THIS SHALL INCLUDE ALL EXISTING VAV'S, AHU'S, PULSE AND EMCP CONTROLLERS. FIELD VERIFY EXACT QUANTITY. 0 REMOVE AND REPLACE BCM-TUX CONTROL MODULE WITH NEW BCM-MSTP CONTROL MODULE. 03 REMOVE AND REPLACE THE IBEX TRUNK COMMUNICATION WIRE TO THE BACNET MS/TP. PROVIDE CURRENT COMMUNICATION WIRE STANDARD. — FIT-A1101 iFIT-A2051 FIS F/S p„, ( ELQW) t HWS —1 c 7 7 IEF-A15 I HX-01 1 000 HWS HWR HWR-- i to FIS Il MD D IMDI IEF-A061 I EF-A051 IEF-A041 DDC REFERENCE PLAN - UPPER LEVEL ATTIC - CENTRAL SCALE: 1/4" =1'-0" F/SI F/S FIS F/S f. X I FIT-A1071 F/S I FIT-A101 1 FIT-A2041 (BELOW) I_ IT 000 D ( HX4)1 7 i AHU-A 71 I IDX-A07 �'.f EEAII7 - FIT-A176 1 I-FIT=A229-j{BELOW) REViii:VVED FO' PLIAN APPROVE APR 25 2019 City of Tukwila BUILDING DIVISION s s I I >A a 4 `kQ p1/'"-!<11/0: DDC REFERENCE PLAN - LOWER LEVEL ATTIC - CENTRAL RECEIVED SCALE: 1/4" = V-0° CITY OF TUKWILA NuY 02 2018 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com J 0 O O _-I �0t^ vJ (1)W 5 J 0 O 0 0 Et 7 • Z J<0 00 Q H- Wco I— COrn 2 < ✓ Q C�o: CO laj (O• Ho :REVISION ;DATE Design: RSH Drawn: RSH Checked: DMM Project No. 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title DDC REFERENCE PLAN - UP./LOW. LEVEL ATTIC - C Drawing Number PERMIT CENTER I rolluda architects architecture planning interior design 1 JJ ISDI 7,1 1-FIS HWR I HX-02 FM —Di _J HWR \ HWS r HWS HWR GENERAL NOTES: 1. ANY EQUIPMENT, PIPING, DUCTWORK, CONTROLS AND OR WIRING SHOWN IS A REPRESENTATION OF THE ACTUAL SYSTEMS AND IS NOT TO BE CONSIDERED AN AS -BUILT. ALL DIMENSIONS, LOCATIONS AND QUANTITIES SHALL BE FIELD VERIFIED PRIOR TO COMMENCEMENT OF DEMOLITION OR NEW CONSTRUCTION. 2, PROVIDE POINT TO POINT VERIFICATION OF ALL NEW CONTROLS IN ACCORDANCE WITH PROJECT SPECIFICATIONS. PLAN NOTES: C) REMOVE AND REPLACE ALL EXISTING TUX CONTROLLERS WITH NEW BACTALK VLC CONTROLLERS. THIS SHALL INCLUDE ALL EXISTING VAV'S, AHU'S, PULSE AND EMCP CONTROLLERS. FIELD VERIFY EXACT QUANTITY. C) REMOVE AND REPLACE BCM-TUX CONTROL MODULE WITH NEW BCM-MSTP CONTROL MODULE. 0 REMOVE AND REPLACE THE IBEX TRUNK COMMUNICATION WIRE TO THE BACNET MS/TP, PROVIDE CURRENT COMMUNICATION WIRE STANDARD. 1P-A02 I AHU-A08 I DX-A08 HX-02 LEF-A08I Li R/E-A02 AHU-A03 I SDI I DX-A08 = F/S 000 1F/S F 1 RIDGE LINE I FIT-A175 FIT-A228 I (BELOW) ri I I HJ. _J ! A ACCESS -71 Li FIT-A162 I F/S F \ I FIT-A203 I FIT-A167 I I FIT-A174 (BELOW) - FIT-A227 HWS / 000 DDC REFERENCE PLAN - UPPER LEVEL ATTIC - NORTH SCALE: 1/4" = I I I AHU-A02 I I DX-A021 \\--IEF-A09 RIDGELINF Is I\ I ARU-A01 I 2,F/S I FIT-M73 I FIT-A2265( OW) I FIT-A170 I I FIT-A223 (TOP) (BOTTOM) FIT-A225 I FIT-A105 I (TOP) (BOTTCM DDC REFERENCE PLAN - LOWER LEVEL ATTIC - NORTH SCALE: 1/4" = 1.-0" <LiViEVOFOR C DE CC,JIPLIANCE APPROVED APR 2 5 2019 City of Tukwila\ -BUILDING DIVISION FINEt jvC:!212Eo;;:,,t(",yitiv_p, CPITEYRO:T1c1:1LivA i.41 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com 0 a 0 fl 1— (j)W(/)LjLu 0 E; L.LJ c0 LLJ c0 0 0 0 _J < 1< QI<QO t-,-, U5 § § 00 Lu < D a < H 0 !REVISION 1CATE Design: RSH Drawn: RSH Checked: DMM Project No. 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title DDC REFERENCE PLAN - UP./LOW. LEVEL ATTIC - N Drawing Number COPYRIGHT ==== 3/4"STAINLESS STEEL EXPANSION BOLT. 4-3/4" EMBEDMENT MINIMUM OR EPDXY INSERT (TYPICAL OF 4) 3x3x3/8" ANGLE —7 1/4 INSULATION JACKET r5 INSULATION 3x3x3/8" ANGLE CONCRETE WALL N I> 1/4 CONCRETE FLOOR 7x5x3/8" PLATE } (TYPICAL OF 2) PROVIDE HOT DIPPED GALVANIZING FOR ENTIRE SUPPORT ASSEMBLY PIPE SUPPORT SCALE: NONE THREADED ROD, ATTACH TO STRUCTURE; SEE NOTE 1 TRANSVERSE BRACE, (TYPICAL); SEE NOTE 1 — \ STANDARD CLEVIS HANGER SIZED TO GO AROUND RIGID INSULATION INSERT, WITH CLEVIS CROSS BRACE PIPING INSULATION AS SPECIFIED ALL -THREAD ROD (TYPICAL) PIPE PIPE ROLLER SADDLE PIPE ROLLER TYPE 25 BEAM CLAMP OR OTHER SPECIFIED ATTACHMENT MAY REQUIRE ROD STIFFENER; SEE NOTE 1 NUT AND WASHER RIGID INSULATION INSERT WITH SHIELD AS SPECIFIED NOTES: 1. SEISMIC BRACING, RIGID OR CABLE, SIZE, SPACING, CABLE ANCHORAGE TO BE SPECIFIED BY MECHANICAL CONTRACTOR'S SEISMIC ENGINEER, FOLLOWING SMACNA RESTRAINT MANUAL. INSULATED PIPE HANGER SCALE: NONE REFER TO ARCHITECTURAL ROOF PENETRATION AND CURB DETAILS, SHEET A5.16 SUMP RECEIVER ROOF DECK INSULATION INSULATE ROOF DRAIN BOWL, SEE SPECIFICATION RAINLEADER, SIZE AS SHOWN ON PLAN; INSULATE PER SPECIFICATIONS ROOF DRAIN EXTENSION OVERFLOW EXTENSION (2" HEIGHT, FOR OVERFLOW DRAINS ONLY) SLOPED ROOF ROOF MEMBRANE CONCRETE R• IF DECK UNDERDECK CLAMP ROOF AND OVERFLOW DRAIN INSTALLATION SCALE: NONE PENETRATION - CORE DRILLED FOR EXISTING WALLS AND FLOORS; POURED -IN SLEEVE FOR NEW WALLS AND FLOORS CONCRETE SURFACE (TYPICAL) NOTES: 1. CONTRACTOR TO VERIFY OUTSIDE DIAMETER OF PIPE AND ADJUST HOLE SIZE AND THE NUMBER OF LINKS. PIPING THROUGH WALL OR FLOOR SCALE: NONE HOT HOT WATER STOP FAUCET LAVATORY COLD FLEXIBLE RISER (TYPICAL) BALL VALVE TEE ESCUTCHEON (TYPICAL) COLD WATER STOP LAVATORY TEMPERING VALVE, FOR INSTALLATION AT ALL PUBLIC FIXTURES WHERE NW EXCEEDS 120°F. LAVATORY (PUBLIC) SERVICES INSTALLATION SCALE: NONE 1-1/2"V UP CONDENSATE DRAIN JAY R. SMITH FIGURE 3955 OR APPROVED EQUAL AIR GAP FITTING TRAP PRIMER CONNECTION INDIRECT DRAIN AIR GAP FITTING SCALE: NONE HEATING WATER SUPPLY AND RETURN PIPING, SEE PLANS FOR SIZES TO ECMS".., 1/2" N.C. PRESSURE DIFFERENTIAL TRANSMITTER 1/2" HEATING WATER SUPPLY AND RETURN PIPING, SEE PLANS FOR SIZES PRESSURE DIFFERENTIAL TRANSMITTER SCALE: NONE AIR VENT FITTING 1" HOSE CONNECT TO SINK DRAIN COUNTER TOP DISHWASHER DRAIN INSTALLATION SCALE: NONE THREADED ROD; SIZE PER SPECIFICATIONS, ATTACH TO STRUCTURE (TYPICAL) DUCT HANGER STRAP (TYPICAL), CONNECT TO STRUCTURE DUCT; SIZE PER PLANS FLEXIBLE CONNECTION (TYPICAL) 7 SPRING VIBRATION ISOLATOR (TYPICAL) LOCATE NEAR CEILING. SEE VIBRATION AND ISOLATION SPECIFICATIONS MOUNT SPEED CONTROLLER ON SIDE OF FAN CABINET ON ALL SINGLE PHASE DIRECT DRIVE FANS SEISMIC BRACING AS REQUIRED, SEE SPECIFICATIONS FAN ACCESS ON BOTTOM OF UNIT IN -LINE FAN INSTALLATION SCALE: NONE GATE VALVE SHUT-OFF SIZE PER PLAN REDUCER 2" NOTE: PROVIDE AT HIGH POINTS IN MECHANICAL ROOMS & WHERE INDICATED. AUTOMATIC AIR VALVE HOFFMAN #78 1/4" BALL VALVE (SIZE OF MAIN)x1/4" REDUCER MAIN AUTOMATIC AIR VENT COPPER TUBING DRAIN TO NEAREST FLOOR DRAIN OR PLUMBING FIXTURE TAIL PIECE. ROUTE CONCEALED IN FINISHED AREAS. ca AUTOMATIC AIR VENT SCALE: NONE 1/2" COPPER TUBING DISCHARGE. TERMINATE ABOVE NEAREST FUNNEL FLOOR DRAIN OR FLOOR SINK AUTO -MANUAL AIR VENT SCALE: NONE NOTE: THIS DETAIL APPLIES TO ALL DUCTS PENETRATING THE WALLS, FLOOR OR CEILING PENETRATIONS OF FIRE RATED OR FIRE RESISTIVE CONSTRUCTION. DUCT 1 PIPE SIZE LARGER THAN CONNECTION PIPING. REDUCER SIZE PER PLAN WALL, SEE ARCHITECTURAL DRAWINGS FOR OFTAii ' • -0 FoR AYARt OVED APR 25 2019 City of Tukwila ?UlLDING DIVISION LOOSE ROCKWOOL OR GLASS FIBER L 3/4" DIA1 BACKER Re ,c) 4 SLEEVE AS RE9A,RWII ‘-./1/(-)Pl/k) DUCT PENETRATION - RATED WALL urtCEIVED SCALE: NONE CITY OF TUKWILA NUV 02 2018 rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com It. TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com 0 0 — ct 0 I— co (1) Ei a O 0 O 2 O ct (i) (/) Z < —J _j < 0 -,z1= 0 Li a < I— (..) C4 I -- I-- ii2 Lu 0 til '2 LLI c0 ..01.1 CO 0 0 0 no i-- En cn 0 Ct r•-• < 5° cmal 1-2c2P COI • 66 I 7 IoO c° g D I- - csi z ,REVISION ,DATE Design: RSH Drawn: RSH Checked: DMM Project No. 180103 Issuance PERMIT SET Ilssue Date: 10-19-2018 Drawing Title MECHANICAL DETAILS Drawing Number PERMIT CENTER rolluda architects PIPE INSULATION AND METAL JACKET WHERE REQUIRED BY SPECIFICATIONS BIRD SCREEN CLAMP SIZED TO GO AROUND RIGID INSERT REFER TO ARCHITECTURAL ROOF PENETRATION AND CURB DETAILS — SLOPE /PIPING; SIZE AND \... QUANTITY ON D PLANS RIGID INSULATION INSERT PER SPECIFICATIONS PIPE SUPPORT MEMBRANE ROOFING, INSULATION AND PLYWOOD DECKING I• ROOF FRAMING ^. SIZE TO PROVIDE 1/2" CLEARANCE ALL AROUND SHEET METAL CAN PACK WITH FIBERGLASS INSULATION WOOD CURB FLASHING FLASHING MEMBRANE PLATE AND SCREW SEAM CAULK RISER CLAMP ROOF CAP FOR INSULATED PIPING SCALE: NONE STRUCTURE SPRING VIBRATION ISOLATOR (TYPICAL) LOCATE NEAR CEILING. SEE VIBRATION AND ISOLATION SPECIFICATIONS SEE SPECIFICATIONS FOR SEISMIC BRACING 1/4" PETE'S PLUG (TYPICAL) STRAINER PRESSURE GAUGE (TYPICAL) BALL TYPE • \y l ISOLATION VALVE ((® `�� ...►' 'r� (TYPICAL) V� wl1% J1V ��'till�1/►\ J1 SUCTIONrj/�' FULL SIZE FULL PORT ,.,>, BALL VALVE FOR . BLOWDOWN WITH CHAIN AND CAP PUMP FINISHED ROOF ROOF DECK IN -LINE PUMP INSTALLATION SCALE: NONE END VIEW THREADED ROD; SIZE PER SPECIFICATIONS. ATTACH TO STRUCTURE (TYPICAL) NON -SLAM CHECK VALVE DISCHARGE FLEX CONNECTION (1 HP AND OVER) REDUCER, AS REQUIRED UNION OR FLANGE PUMP FLANGE OR STANDARD PIPE FLANGE CONNECTION ROOFTOP MOUNTED EQUIPMENT 3/4" WAFFLE PAD. SECURE TO CURB WITH STAINLESS STEEL FASTENERS. CAULK AT FASTENERS MOP ROOFING UP SIDES OF SLEEPER (TYPICAL) PRESSURE TREATED 4 x LEVELING SLEEPER BEARING ON ROOF DECK WITH CANT ALL SIDES (TYPICAL) (VERIFY EXACT SIZE AND LOCATION WITH EQUIPMENT SUPPLIED) FINISHED ROOF STAINLESS STEEL CAP ON SLEEPER; FLASH OVER ROOFING (TYPICAL). SECURE WITH STAINLESS STEEL FASTENERS SIDE VIEW NOTES: 1. GENERAL CONTRACTOR TO PROVIDE SLEEPERS, CANTS, AND ROOFING. 2. MECHANICAL CONTRACTOR TO PROVIDE STAINLESS STEEL CAPS, FASTENERS, WAFFLE PADS, AND EQUIPMENT. ROOF MOUNTED EQUIPMENT DETAIL VANDALPROOF VENT CAP SET SCREW INTO PIPE CAULK REFER TO ARCHITECTURAL ROOF PENETRATION AND CURB DETAILS, SHEET A5.16 STAINLESS STEEL ADJUSTABLE BAND PIPING FLASHING; DEKTITE OR APPROVED EQUAL —_ ANY FRESH AIR INTAKE NOTES: 1. ROOFER TO INSTALL PER ROOFING MANUFACTURER'S WRITTEN INSTRUCTIONS. VENT THROUGH ROOF - BUILT-UP OR ASPHALT SHINGLES SCALE: NONE SECURE TO CURB PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. APPLY SEALANT AT FASTENERS. 18 GAUGE GALVANIZED SHEET METAL CAP. OVERLAP CURB MIN 2". CANT STRIP ROOF MATERIAL ROOF INSULATION ROOF DECK f 1 1 REFER TO ARCHITECTURAL ROOF PENETRATION AND CURB DETAILS, SHEET A5.16 ROOF MOUNTED CONDENSING UNIT SCALE: NONE 3-POLE BREAKER BY DIV 26 I 1 1 I ^ I ¢--PO- -w CT'S FURNISHED BY DIVISION 23, INSTALLED BY DIVISION 26. 1 r 1 I 1 1 1 1 1 1 1 1 1 i 1 1 1 I I I I I BACNET TO EMS. (BACNET MS/TP PROTOCOL) (-)IC+) <-)I(+) AO 1(1)1()I A B C CT INPUTS VOLTAGE INPUTS (AAI(T)IV(1` I I 1 I I 1 J I SUPPORT PIPING FROM OVERHEAD, NO WEIGHT TRANSFER TO PUMP DISCHARGE CHECK VALVE PUMP CASING AIR VENT - 1/4" OCOUPLING GUARD AND COUPLING 0 GROUTED STEEL BASE FINISHED FLOOR CONDENSING UNIT NEOPRENE PAD AT UNIT MOUNTS INSULATED REFRIGERANT PIPING WITH SLEEVE SHEET METAL ENCLOSURE EQUIPMENT CURB. INSTALL EQUIPMENT AND CURB LEVEL. ROOF FLASHING 2 1(+6)IO)I(k' PHASE ENERGY RS485 LOSS PULSE ALARM CONTROL POWER I(G)I MONITORED ELECTRICAL PANEL BY 230900 BY 230900 NOTES: SUCTION BUTTERFLY VALVE 1/4" GATE VALVE AND PRESSURE GAUGE (TYPICAL) STRAINER; PROVIDE WITH STAINLESS STEEL SCREEN WITH. PERFORATIONS 3/16" 0 OR LESS FULL SIZE, FULL PORT BALL VALVE FOR BLOWDOWN. PROVIDE HOSE ADAPTOR AND CAP FLEXIBLE CONNECTION SUCTION DIFFUSER (ALLOW SPACE FOR STRAINER REMOVAL) REMOVE STARTUP STRAINER AS DIRECTED BY COMMISSIONING AGENT 1/4" DRAIN VALVE SUPPORT 3-1/2" TO 4" HOUSEKEEPING PAD NOTES: OPROVIDE VFD-RATED COUPLING. OALIGN AND SHIM PUMP BASE PRIOR TO GROUTING, THEN ALIGN PUMP AND MOTOR. WHEN ACCEPTABLE TO COMMISSIONING AGENT AND OWNER, GROUT PUMP BASE. BASE MOUNTED PUMP INSTALLATION SCALE: NONE FAN COIL UNIT INSULATED REFRIGERANT PIPING TO OUTDOOR UNIT WALL SLEEVE REFRIGERANT LINE FLARED CONNECTION INSULATED FLEXIBLE DRAIN HOSE. INSERT SECURELY INTO CONDENSATE DRAIN PIPE. CONDENSATE DRAIN PIPE. ROUTE CONDENSATE TO NEAREST DRAIN. POWER AND CONTROL WIRING TO OUTDOOR UNIT (LINE VOLTAGE) INDOOR UNIT - WALL MOUNTED SPLIT -SYSTEM SCALE: NONE 1. CONNECTIONS SHOWN ARE FOR VERIS #E50H5 SERIES POWER METERING PRODUCTS. PROVIDE AS REQUIRED FOR PANELBOARD OR BRANCH CIRCUIT METERING PRODUCTS SPECIFIC FOR THIS PROJECT. 2. ALL DASHED LINES REPRESENT WORK THAT SHALL BE DONE BY DIVISION 26. ALL OTHER REPRESENTS WORK UNDER 230900. ENERGY METERING DIAGRAM SCALE; NONE L) FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION 1"x1" MESH SCREENED OPENING 1" DUCT LINING J_ ,,�pp� RETURN REGISTER OR G h.Efj'79 c O 441 architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com RECEIVED CEILING RETURN DETAILCITv OF TUKWILA SCALE: NONE-. '' NW 02 2018 J 0 U_a Vrr� J VJ J Jo 00 0 V 0r Q: J Z J<o I- 00 I— in REVISION 'DATE Design: RSH Drawn: RSH Checked: DMM Project No. 180103 Issuance PERMIT SET Ilssue Date: 10-19-2018 Drawing Title MECHANICAL DETAILS ing Number SCALE: NONE PERMIT CENTER rolluda architects #tha 1 1-1J-1:11.j -7-1111-1 1„ '1--11 ILITTLI1 1 '11_7=111-F=11i TIT-1_11r -- FINISHED FLOOR 18" CLEAR ALL AROUND „ NICKEL BRONZE TOP CAST IRON RISER SIZE AS SHOWN ON PLANS, MATERIAL AS NOTED IN SPECIFICATIONS 111_11- 1t-_-111_-_-:111111=11171-11 - 1=-111_=111_=111E111-1111r 1 11_111_1'1:1111_1' 111=11' 1. FOR INDOOR APPLICATIONS CONCRETE, CERAMIC TILE, TERRAZZO - USE STANDARD SCORIATED CLEANOUT COVER; CARPET - USE CARPET FLANGE; VINYL - USE CLEANOUT INSERT COVER. 2. FOR EXTERIOR APPLICATIONS, PROVIDE AN 18"x18"x5-1/2" CONCRETE PAD AND A NICKEL BRONZE TOP. FLOOR CLEANOUT SCALE: NONE REMOVE STRAINER, STRAINER HEAD, AND FLASHING COLLAR. STORE FOR LATER INSTALLATION CUT 1-1/2" RIGID INSULATION TO FIT. ATTACH WITH DUCT TAPE DUCT TAPE TRAP PRIMER CONNECTION INSTALL STRAINER, STRAINER HEAD, AND FLASHING COLLAR (SET FINAL ELEVATION) SLOPED FLOOR CONCRETE BY G.C. FLOOR DRAIN BODY PIPE SIZE AS NOTED ON PLANS DURING CONCRETE POUR (STEP #1) NOTES: 7 ADJUSTABLE STRAINER HEAD STRAINER FINISHED GROUT (BY CAULK FLASHING FLASHING COLLAR WITH WEEP HOLES CONCRETE BY G.C. AFTER CONCRETE HARDENS (STEP #2) 1. COMPLETE INSTALLATION OF FLOOR DRAIN AND SETTING OF FINAL ELEVATION WILL NOT BE ALLOWED DURING INITIAL CONCRETE POUR. 2. DO NOT ALLOW GROUT TO PENETRATE WEEP HOLES AND FILL UP TRAP. FLOOR / DECK DRAIN INSTALLATION SCALE: NONE "TEE" WALL STUDS SECURE ELBOW TO BLOCKING TO FACILITATE REMOVAL OF HOSE BIBB BRONZE UNION WALL CLAMP 12x12" ACCESS PANEL .\--• INTERIOR FACE OF 'TEE" WALL )l I / // /// /, // // INTERIOR FACE OF WALL NOTES: WALL THICKNESS e 1, LOCATE IN 'TEE" WALLS SO FREEZEPROOF STEM IS LOCATED IN A WALL UNLESS NOTED OTHERWISE ON PLANS. FREEZEPROOF WALL HYDRANT SCALE: NONE architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com CAULK ALL AROUND KEY -OPERATED VALVE VACUUM BREAKER LOOSE KEY; GIVE TO OWNER'S REPRESENTATIVE HOSE CONNECTION KEY OPERATED LOCKING COVER EXTERIOR FACE OF WALL A AfrIN V V Ilvz. TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com FINISHED WALL HANGER ROD (TYPICAL) 12%24" (TYPICAL) METAL WALL SLEEVE FLUSH WITH WALL, AROUND PIPE PACK GAP WITH FIBERGLASS BATT INSULATION ACOUSTICAL CAULK AROUND PIPE PER SPECIFICATIONS ETAL PIPE INSULATION AS REQUIRED AND AS SPECIFIED (TYPICAL) RIGID INSULATION INSERT AS SPECIFIED ESCUTCHEON IF NOT CONCEALED (TYPICAL) INSULATED METAL PIPE PENETRATION THROUGH NON -RATED WALL SCALE: NONE SPRINKLER HEAD (TYPICAL) MACHINE ROOM TO FIRE ALARM PANEL SPRINKLER SHUT OFF L— VALVE WITH TAMPER SWITCH IN FLUSH MOUNTED CABINET (COORDINATE LOCATION) F V--FIRE PROTECTION SUPPLY MAIN HEAT DETECTOR 18"MAXIMU ELEVATOR SHAFT M UPPER FLOOR MAIN FLOOR ELEVATOR PIT NOTES: 1. SPRINKLER SHUT OFF VALVE SHALL HAVE DEDICATED ZONE FOR FIRE ALARM SUPERVISION (PROVIDED BY OTHERS). 2. CONSULT AUTHORITY HAVING JURISDICTION FOR REQUIREMENTS. ELEVATOR SPRINKLER REQUIREMENTS SCALE: NONE CW SUPPLY r-- BALL VALVE ELECTRONIC TRAP PRIMER VALVE DISTRIBUTION UNIT IN- ACCESS PANEL; COORDINATE LOCATION W/ ARCHITECTURAL PLANS TO FLOOR DRAINS ELECTRONIC TRAP PRIMER SCALE: NONE WALL COUNTER TOP SINK FINISHED FLOOR OFFSETS AND PIPING SHOWN IS DIAGRAMMATIC. THE CONTRACTOR SHALL REVIEW THE ARCHITECTURAL FLOOR PLANS TO VERIFY WALL THICKNESS AND ADJUST OFFSETS ACCORDINGLY WALL OFFSET PIPING AROUND BEAM DETAIL SCALE: NONE STRAINER WITH CAPPED HOSE BIBB CONNECTION AUTOMATIC AIR VENT ISOLATION VALVES (TYPICAL) SUPPLY PIPE AUTOMATIC FLOW CONTROL VALVE, SIZED FOR 1 GPM T P HYDRONIC BYPASS DETAIL SCALE: NONE SEE ARCHITECTURAL EXTERIOR ELEVATIONS FOR EXACT LOCATION OF OVERFLOW DRAIN EXTERIOR WALL FLANGE, SECURE TO WALL, CAULK AND SEAL ALL AROUND OVERFLOW ROOF DRAIN NOZZLE WITH SS BIRDSCREEN COORDINATE FINAL LOCATION WITH ARCHITECT. FINISHED GRADE TURN PIPE OVERFLOW ROOF DRAIN ... INTERIOR FLOOR OVERFLOW ROOF DRAIN NOZZLE PIPING DETAIL SCALE: NONE COUNTERTOP SINK WASTE PIPING FINISHED FLOOR r-777- STRAINER REMOVAL CLEARANCE - 12"MINIMUM r — 10ESCUTCHEON 1 I WASTE WITH CLEANOUT IfI TO WALL SOLIDS INTERCEPTOR SINKS WITH SOLIDS INTERCEPTOR SCALE: NONE NOTE: EXPOSED PORTION OF PIPING SHALL BE COPPER. 3/4" MINIMUM COPPER CONDENSATE PIPING IN WALL CHROME -PLATED BRASS ESCUTCHEON CUT PIPE END AT 45° ANGLE SERVICE SINK CONDE SCALE: NONE RLVili;Afai FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila UILDING DIVISION RECEIVED CITY OF,OKWILA PERM 0 E DRAIN 0 S RV CE SINK 0 FE 0 0 0 1- LU 0 0 (./) • 0 W Z LLI co CC (0 Ili CO 02? cc) 0 CD • 8 -ce na • CO cy) c9 0 • CO I- 0 5 I 0 < " HD I-Uj REVISION DATE Design: RSH Drawn: RSH Checked: DMM Project No. 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title MECHANICAL DETAILS Drawing Number COPYRIONT 02018 ROLLUDA ARCHITECTS, INC. 29 3/4'' FINISHED' CEILING 83- 4" SHOWERHEAD PULL ROD - MOUNT SO AS TO MINIMIZE OBSTRUCTION TO EYE WASH 42" FLOW CONTROL A EYE WASH RECEPTOR WASTE 1-1/4" IPS FLOOR DRAIN. .f„.. TEMPERED WATER SUPPLY SEE PLANS FOR LOCATION OF MIXING VALVE AND SIZE SUPPLY 1-1/4" IPS UST COVER 27-5 8" 62-1 2" FIN. FLR EMERGENCY EYE WASH & SHOWER DETAIL SCALE: NONE SUPPORT WEIGHT OF BRANCH AND HOSE KIT. DO NOT SUPPORT ON COIL CONNECTION TO DDC UNIT CONTROLLER TWO-WAY CONTROL VALVE REMOVABLE BLANKET INSULATION PAD (TYPICAL) ROOF AND INSULATION, SEE ARCH DWGS 1 ROOF PENETRATION. SEE PLUMBING VENT THROUGH ROOF PENETRATION DETAIL GAS COCK (NORMALLY OPEN, TYP) GAS MAIN, SEE DWGS FOR SIZE AND CONT 4" MIN 4" MIN N STAINLESS STEEL BRAIDED FLEXIBLE HOSE WITH UNION ENDS 1'-0" SUPPLY PIPING INSULATION (TYPICAL) RETURN PIPING AUTOMATIC FLOW CONTROL FITTING HOSE KIT DETAIL SCALE: NONE FULL SIZE DIRT LEG WITH CAP GAS PRESSURE REGULATOR VENT CAP FLEXIBLE CONNECTOR SEE DETAIL 3/M9.03 HYDRONIC COIL NOTES: AAV (HIGH POINTS) HYDRONIC WATER RETURN (TYP) HYDRONIC WATER SUPPLY (TYP) FLOW CONTROL VALVE ASSEMBLY PER SPECIFICATIONS (TYP). FLEXIBLE CONNECTION (TYP) 3/4" THREADED HOSE DRAIN VALVE WITH CAP (TYP) 1. SUPPLY AND RETURN PIPING SHALL ALL BE INSTALLED IN THE SAME PLANE. DO NOT BLOCK ACCESS DOORS OR OTHER COMPONENTS. UNION (TYPICAL) BALL VALVE STRAINER WITH FULL PORT BALL VALVE WITH HOSE END AND CAP LOW PRESSURE GAS SUPPLY — FULL SIZE VENT THROUGH ROOF, NOTE 2 1/4" PRESSURE GAGE TAP WITH CAP AND SOV INCREASER AS REQUIRED COIL PIPING DIAGRAM SCALE: NONE ALL PIPING SAME SIZE AS DRAIN PAN CONNECTION (MINIMUM 1") REFER TO ARCHITECTURAL ROOF PENETRATION AND CURB DETAILS, SHEET A5.16 UNION OR FLANGE (TYP) GAS FIRED MECHANICAL UNIT FINISHED FLOORIROOF NOTES: 1. GAS VENT THROUGH ROOF SHALL BE A MINIMUM OF 10'-0" AWAY FROM OUTSIDE AIR INTAKES. 2. PROVIDE VENT SIZED PER GAS PRESSURE REGULATOR'S REQUIREMENTS. 3. SUPPORT PIPING PER MANUFACTURER'S RECOMMENDATIONS. 4, PROVIDE REGULATOR FOR EQUIPMENT PER MANUFACTURERS RECOMMENDATIONS AND WHERE SHOWN ON DWGS. EQUIPMENT CONNECTION - GAS -FIRED SCALE: NONE DRAIN PAN OPEN VENT LOCKABLE GAS COCK GAS GAS COCK UNION (TYP) NOTES: FULL SIZE BYPASS POWER BY DIVISION 23 GAS COCK NORMALLY CLOSED [NC] SOLENOID 1. LINE SIZE PER PLANS. 2. QUANTITY OF SWITCHES PER PLAN. SWITCHES SHALL BE KEYED IN PUBLIC AREAS. -) GAS SOLENOID W/SHUT-OFF VALVE & BYPASS SCALE: NONE 1.5 x UNIT RATED TOTAL STATIC PRESSURE (MINIMUM 3") CONDENSATE DRAIN TRAP DETAIL SCALE: NONE HEAT TRAP 120° HOT WATER T FIXTURES - SIZE AS SHOWN ON PLAN EQUAL WATER HEATER 1.0 x UNIT RATED TOTAL STATIC PRESSURE (MINIMUM 2") THERMOSTATIC MIXING VALVE; PIPE PER MANUFACTURER'S INSTALLATION INSTRUCTIONS EQUAL ASME-RATED COMBINATION TEMPERATURE AND PRESSURE RELIEF VALVE. PIPE FULL SIZE TO DRAIN (TYPICAL) r 4-3 - 77.41- SEISMIC STRAP I (TYPICAL) DRAIN VALVE (TYPICAL) PIPE FULL SIZE TO DRAIN WITH 2 PIPE DIAMETERS AIR GAP ABOVE DRAIN. CUT DRAIN REDUCE SPLASHING (TYPICAL) WASTE PIPING; SIZE AS SHOWN ON PLAN FLOOR SINK; SIZE AS SHOWN ON PLAN CIRCUIT BALANCE VALVE FLUE GAS DISCHARGE NOTE: ALL ROOF WORK AND FLASHING INSTALLATION SHALL BE PERFORMED SO AS TO MAINTAIN ROOFING WARRANTY 24" FLASHING BOOT FINISHED ROOF 111111 AIR '-"INTAKE GAS FLUE DISCHARGE PIPING FULL SIZE DIRT LEG WITH CAP VENTLESS GAS PRESSURE REGULATOR WITH OVER PRESSURE CAPABILITY 2"MPG MAIN, SEE DWGS FOR SIZE AND CONT LOW PRESSURE GAS TO EQUIPMENT, SEE DWGS FOR SIZE AND CONT GAS COCK (NORMALLY OPEN, TYP) 1/4" PRESSURE GAGE TAP WITH CAP AND SOV INCREASER UNION OR FLANGE (TYP) OVER -PRESSURE DEVICE NOTES: 1. GAS VENT THROUGH ROOF SHALL BE A MINIMUM OF 10'-0" AWAY FROM OUTSIDE AIR INTAKES. 2, PROVIDE VENT SIZED PER GAS PRESSURE REGULATOR'S REQUIREMENTS. 3, SUPPORT PIPING PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE CLAMPING BAND AND STRAPS FOR SUPPORT, ANCHOR TO ROOF STRUCTURE COMBUSTION AIR INLET PIPING CONCENTRIC VENT TERMINATION SCALE: NONE WIRING TO PUMP AND PUMP RELAY BY E.C. CIRCULATION PUMP FLUE AND INTAKE, S AND MATERIAL AS SPECIFIED (TYPICAL) GAS SUPPLY; SIZE AS SHOWN ON PLAN (TYPICAL) GAS VALVE (TYPICAL) DIRT LEG (TYPICAL) WIRING AND DDC CONTROL BY C.C. RELAY IN BOX WITH HAND/OFF/AUTO BY C.C. AQUASTAT, CONTROL WIRING BY E.C. 120°HOT WATER RECIRCULATION - SIZE AS SHOWN ON PLAN COLD WATER; SIZE AS SHOWN ON PLAN NOTES: WATER HEATERS & EXPANSION TANKS SHALL HAVE SEISMIC SUPPORTS ATTACHED TO STRUCTURE. PAN; SEE SPECIFLA I ION (TYPICAL) EXPANSION TANK FINISHED FLOOR PVC CONDENSATE DRAIN 3-1/2" HIGH CONCRETE PAD WITH CHAMFERS, 4" GREATER IN DIMENSION THAN TANK ALL AROUND CONDENSATE NEUTRALIZATION TRAP PROVIDED BY WATER HEATER MANUFACTURER GAS WATER HEATERS - MANIFOLDED SCALE: NONE GAS PRESSURE REGULATOR SCALE: NONE PROVIDE FIELD INSTALLED CHECK VALVE IF NOT INTEGRAL TO PUMP CONDENSATE PUMP CONDENSATE PIPING; ROUTE TO DISCHARGE POINT AS SHOWN ON PLANS CONDENSATE PUMP WITH INTEGRAL FLOAT SWITCH, CHECK VALVE AND SUMP. PROVIDE INDIVIDUAL SUMP PUMP ALARM, SEE SPECIFICATIONS. ALARMS MAY BE MONITORED BY EMCS, VERIFY. UNIT ISOLATION OR PRESSURE -TREATED WOOD BLOCKING OPEN ELBOW J DRAIN PAN WIRE FLOAT SWITCH OVERFLOW TO SHUT-OFF UNIT CONDENSATE DRAIN FROM UNIT CONDENSATE DRAIN FROM DRAIN PAN UNDER UNIT PRESSURE TREATED BLOCKING TO BRING UNIT UP HIGH ENOUGH FOR TRAP CONDENSATE PUMP SCALE: NONE PERMIT DEFERRED SUBMITTAL - SEISMIC AND GRAVITY LOADS FOR ALL MECHANICAL EQUIPMENT OVER 400 POUNDS SHALL BE REVIEWED UNDER THE BUILDING PERMIT. APPROVED SEISMIC DETAILS AND CALCULATIONS SHALL BE PROVIDED TO THE MECHANICAL INSPECTOR AT TIME OF REQUEST. MVAIIIIIIIIIIIENIIIE11111r& PLAN VIEW SOLID BLOCKING BETWEEN WALL FRAMING BOTH HIGH & LOW. SOLID BLOCKING TO SPAN AT LEAST TWO STUDS 3/8"x3" ANCHOR BOLT WITH WASHER (TYPICAL 4 PLACE SEISMICALLY BRACE TANK TO WALL WITH 3" WIDE x 18 STEEL STRAPS. 3" WIDE x 18 GAUGE SEMI-C STEEL TANK STRAP. BOLT SEMI -CIRCULAR STRAPS TOGETHER WITH 3/8" BOLTS, NUTS & WASHERS (TYPICAL 2 PLACES, ONE HIGH & ONE LOW) FOR CODE COMPLIANCE UT &APPROVED TRAPAPR 25 2019 AUGE Ci of Tukwila NG DIVISION PROVIDE BLOCKING AT SAME ELEVATION AS SEISMIC STRAPPING, TYP. OF 2. NOTE: LOCATE UPPER STRAP WITHIN UPPER 1/3 AND LOCATE LOWER STRAP WITHIN LOWER 1/3 OF TANK BUT ABOVE CONTROLS () CITY OF TUK' RN uE vC Eo 2/ V zE PERMIT CENTEks64' SEISMIC BRACING - WA R H TE S SCALE: NONE rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com _1 0 0 E I(j) n E• _1 a o a 0 • I-U C) Z < < 0 • 0 a D CD I— < 1— LU LU CO CC CD (/) c• r) < < co 6 o 0? 2 5 71.JOO,2 -§ z cc) UJ ;I•e st o t-- I— I— Lt. REVISION DATE Design: RSH Drawn: RSH Checked: DMM Project No. 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title MECHANICAL DETAILS Drawing Number COPYRIGHT 201E ROLLUDA ARCHITECTS, INC. FLAG NOTES 6" UNDERGROUND SUPPLY MAIN. REDUCER IF REQUIRED. OS&Y VALVE WITH SUPERVISORY SWITCH. NOTE: PROVIDED FOR CONTRACTOR REFERENCE ONLY. COMPLETE RISER ASSEMBLY AND COMPONENTS IN CONFORMANCE WITH NFPA 13 AND AHJ REMAINS RESPONSIBILITY OF DIV 21 PER BIDDER/DESIGN. ALARM CHECK VALVE WITH WITH TRIM, O GAGES, DRAIN & RETARDING CHAMBER. 8 WATER FLOW INDICATOR. ELECTRIC ALARM BELL. PIPE STAND. WET SYSTEM RISER PIPE. WATERTIGHT SLEEVE. WATER PRESSURE SWITCH. DRY SYSTEM RISER PIPE. DRY SYSTEM AIR COMPRESSOR. AIR SUPPLY PIPING DRY PIPE VALVE. DRY PIPE VALVE COMPLETE WITH TRIM, GAUGES & TEST DRAIN. ROUTE TO SPRINKLER TEST DRAIN RECEPTACLE. EXTERIOR DRAIN. RETAINING GLAND (TYP) HUB AND SPIGOT (TYP) FLOOR EXTERIOR WALL 13 FIRE SPRINKLER RISER DIAGRAM - WET/DRY SCALE: NONE UNISTRUT PIPE SLEEVE FINISHED FLOOR TO TRAP PRIMER SLOPE — DN 1/2" TRAP PRIMER CONNECTION SPRINKLER TEST DRAIN 8"0 PVC STAND PIPE SUPPORT STRAP 8"0 TO 6"0 PVC REDUCER 6"0 HUBLESS CAST IRON PIPE TO THIS POINT. CAULK & FIRE STOP 3"VENT PIPE SLEEVE 6"CI WASTE FIRE SPRINKLER TEST DRAIN ASSEMBLY SCALE: NONE BUILDING INTERIOR WALL BUILDING EXTERIOR WALL GRADE DEPTH PER NFPA SLEEVE SEAL WATERTIGHT PER SPEC. (TYP) RESTRAINING RODS WITH CORROSION - RESISTANT COATING (TYP) NOTES: 1. COMPLY WITH ALL NFPA STANDARDS. 2. SIZE SLEEVES TO ALLOW RESTRAINING ROD INSTALLATION. 3. PROVIDE PIPE BEDDING PER SPEC. A •a • .• . 4 .a NOT TO EXCEED 18" FIRE PROTECTION THRU EXTERIOR WALL SCALE: NONE 10 TO FIRE RISER FIRE SERVICE ENTRANCE PIPE FOOTING NOTES: 1. WHERE SPRINKLER HEADS ARE LOCATED IN AN ACCESSIBLE GRID CEILING, THE HEADS SHALL BE LOCATED ON THE CENTERLINE AXIS OF EITHER THE LONG OR SHORT SIDE DIMENSION OF THE REMOVABLE PANEL (SEE DETAIL ABOVE). IN ROOMS WHERE MULTIPLE HEADS ARE REQUIRED, HEADS SHALL BE ALIGNED AND SYMMETRICAL. 2. DUCTWORK AIR TERMINALS, HVAC ABOVE CEILING ACCESS AND LIGHTING LOCATIONS TAKE FIRST PRIORITY OVER FIRE SPRINKLING SYSTEM. COORDINATION SHALL BE FIRE SPRINKLER CONTRACTOR'S RESPONSIBILITY. SPRINKLER HEAD SHALL NOT BE LOCATED IN CEILING PANELS NEEDED FOR EQUIPMENT ACCESS. CEILING PANEL FIRE SPRINKLER HEAD LOCATIONS SCALE: NONE FINISHED ROOF METAL WALL SLEEVE ALL AROUND EXTERIOR WALL BACKER ROD AND CAULK ANGLE 4"x4"+ DEPTH OF EXTERIOR SIDING/BRICK, CAULK ALL AROUND BACKER ROD AND CAULK NSULATION WITH JACKETING. JACKETING JOINTS SHALL BE ON BOTTOM OF DUCT; MAKE WATERTIGHT. SEE SPECIFICATIONS FOR INSULATION AND JACKETING EXTERIOR DUCT SLOPED AWAY FROM STRUCTURE; SIZE AS NOTED ON PLANS DUCT LINER (TYPICAL) 3"x3"x18 GAUGE ANGLE FRAME AROUND DUCT (TYPICAL) DUCT PENETRATION - EXTERIOR WALL SCALE: NONE LONGITUDINAL BRACE, ONE EACH END OF TRAPEZE (SLOPE SAME ' - AS TRANSVERSE BRACE)(LONGITUDINAL BRACE OPPOSITE END NOT SHOWN FOR CLARITY) TRANSVERSE CABLE BRACING (TYPICAL) DOUBLE NUT, WASHER AND LOCK WASHER. CUT ROD FLUSH WITH SECON NUT AND GRIND SMOOTH (TYPICAL) NOTES: CONNECTION TO SUPPORTING STRUCTURAL MEMBER (TYP CAL) HOLD DOWN CLAMP (TYPICAL) 1-3/4"x1/8" WASHER 1-3/4"x1/8" WASHER BENT 'TE (TYPICAL) HANGER ROD (TYPICAL) TRANSVERSE RIGID BRACING (TYPICAL) J1 MINIMUM 2 MAXIMUM 1. SEE SMACNA RESTRAINT MANUAL (SRM) FOR VERTICAL HANGERS, TRANSVERSE AND LONGITUDINAL BRACES, BOLT SIZE, CONNECTION TO STRUCTURAL SUPPORTING MEMBERS, AND SPACING OF BRACING. 2. PROVIDE TRANSVERSE AND LONGITUDINAL BRACES AT 40 FEET MAXIMUM FOR PIPES SMALLER THAN 4 INCHES AND AT 20 FEET MAXIMUM FOR PIPES 4 TO 8 INCHES. 3. PLACE STANDARD FLAT WASHERS BETWEEN SHEET METAL ANGLES AND NUT. 4. CABLE BRACING MAY BE SUBSTITUTED FOR STRUT BRACING FOLLOWING SMACNA RESTRAINT MANUAL. 5. PROVIDE TRAPEZE HANGERS AT MAXIMUM 10 FOOT INTERVALS. BASED ON THE SMALLEST PIPE IN THE TRAPEZE, SEE SPECIFICATION. 6. SEISMIC BRACING, CABLE SIZE, CABLE ANCHORAGE TO BE SPECIFIED BY MECHANICAL CONTRACTOR'S SEISMIC ENGINEER, FOLLOWING SMACNA RESTRAINT MANUAL. 7. IF BOILER HWS/HWR IS OVER 150°, SEPARATE HWS/HWR FROM ALL OTHER SYSTEMS. PIPE TRAPEZE HANGER WITH LONGITUDINAL AND TRANSVERSE BRACING SCALE: NONE HANGER (TYPICAL) ACCOUSTICAL CAULK ALL AROUND 3"x3"x18 GAUGE ANGLE FRAME ALL AROUND DUCT PENETRATION - NON -RATED WALL SCALE: NONE DUCT - SIZE AS SHOWN ON PLANS DUCT INSULATION 12"x12"ACCESS DOOR ILA I MOTORIZED DAMPER; DDC SYSTEM TO INTERLOCK MOTORIZED DAMPER SO THAT OPENS PRIOR TO ACTIVATION OF FAN MOT CAULK AND INSTALL 3"x3"x18 GAUGE ANGLE ALL AROUND EXTERIOR WALL EXTERIOR SIDING CAULK BY G.C. METAL WALL SLEEVE BACKER ROD AND CAULK (TYPICAL) WALL CAP; CUSTOM FABRICATE WALL CAP IF LARGER THAN 12" WALL CAP DETAIL SCALE: NONE ROOF STRUCTURAL MEMBERS STRUT CHANNEL WITH 15° ANGLE FITTINGS PIPE PIPE CLAMP ELEVATION r ROOF STRUCTURAL MEMBERS • ALTERNATE CHANNEL POSITION WHERE STRUCTURE RUNS PERPENDICULAR TO PIPE ti 0 0 PIPE CLAMP STRUT CHANNEL WITH 15°ANGLE FITTINGS (TYPICAL OF 4) STRUT CHANNEL ATTACHED TO ROOF STRUCTURAL MEMBERS; SPAN MINIMUM (4) MEMBERS (TYPICAL OF 2 EACH PLACE) PLAN PIPE ANCHOR SCALE: NONE (� HANGER (TYPICAL) FIRE -RATED CAULK ALL AROUND 3"x3"x18 GAUGE ANGLE FRAME ALL AROUND NOTES: 1. DUCTWORK PENETRATING CORRIDORS AND NOT SERVING THOSE CORRIDORS (PASSING THROUGH) MUST BE 26 GAUGE SHEET METAL MINIMUM WITH NO JOINTS. DUCT PENETRATION - RATED WALL SCALE: NONE EXHAUST DUCT AS SHOWN ON PLANS CEILING EXHAUST FAN AS SHOWN ON PLANS CEILING EXHAUST GRILLE —�% FINISHED f AS SHOWN ON PLANS ' CEILING CFINISHED FLOOR 2 LAYERS OF GALVANIZED SHEET METAL, MINIMUM 24 GAGE, WITH 1" FIBERGLASS INSULATION BETWEEN LAYERS, SPACED 1" FROM COMBUSTIBLE ASSEMBLY /.//,// / i /, /, / NOTES: / / % /, /KILN / /f /. (BY OTHERS) / r f r /, / / / ADJUSTABLE SUPPORT 2 1 HIGH -TEMPERATURE FLEXIBLE EXHAUST PIPE WALL MOUNTED SKUTT FAN PROVIDE 18 GAGE STAINLESS STEEL HEAT SHIELD ON WALL APPROXIMATELY 12"x24", WITH HEMMED EDGES 1. INSTALL SKUTT FAN PER MANUFACTURER'S WRITTEN INSTRUCTIONS 2. COORDINATE WITH KILN SUPPLIER TO VERIFY INSTALLATION REQUIREMENTS. KILN WITH SKUTT FAN INTERLOCK SCALE: NONE r7 icuiDFOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION nECE)VEf 9��! CITY OF TUKWILA NuV 02 2018 PERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 441-1VV-- TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com REVISION ''..DATE Design: RSH Drawn: RSH Checked: DMM Project No. 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title MECHANICAL DETAILS Drawing Number r©iluda architects CHECK VALVE (TYP) SHUT OFF VALVE (TYP) EXPANSION TANK t INCOMPRESSIBLE INSULATED PAD WITH A MIN R-10 STAINLESS STEEL DRAIN PAN 3/4" COPPER DRAIN PAN DRAIN TO NEAREST DRAIN FINISHED FLOOR .. ROUTE DRAIN PIPE FULL SIZE TO NEAREST DRAIN (TYP) ELECTRIC WATER HEATER 111.111111 NOTE: 1. PROVIDE SEISMIC RESTRAINT TO FLOOR AND WALL. BALANCING VALVE CIRCULATION PUMP (TYP) UNION (TYP) -NPHW CIRC RPBA FOR NPHW SYSTEM. LOCATE ACCESSIBLE ON WALL BETWEEN 36"-60" AFF. POTABLE HOT WATER TEMPERATURE TRANSMITTER (TYP) NON -POTABLE HOT WATER THERMOMETER (TYP) HEAT TRAP PRESSURE/TEMPERATURE RELIEF VALVE ROUTE DRAIN PIPE FULL SIZE TO NEAREST DRAIN (TYP) 4 HOUSEKEEPING PAD ELECTRIC WATER HEATER - NON -POTABLE SCALE: NONE CAULK AND INSTALL 3"x3"x18 GAUGE ANGLE ALL AROUND CAULKING AND BACKER ROD (TYPICAL) FASTENERS: 1/4" PANHEADED, 3" LAG, OR SHEET METAL SCREW, STAINLESS STEEL, MINIMUM OF 3 PER SIDE. DO NOT FASTEN ON TOP OR BOTTOM OF LOUVER. LOUVER TO BE REMOVABLE FROM EXTERIOR OF BUILDING WEATHERPROOF LOUVER ASPHALT FLASHING; EXTEND OVER SILL EXTENSION AND MINIMUM 6" ON SIDES DO NOT SEAL BOTTOM OF LOUVER TO PLENUM. ALLOW FOR DRAINAGE ONE PIECE LOUVER SUPPORT/SILL EXTENSION, NO PENETRATIONS THROUGH EXTENSION. TURN UP ENDS 4", WITHOUT DRIP LIP EXTERIOR WALL SPOT WELD LOUVER ANGLE CLIPS 3 PER SIDE (MINIMUM), 4" LONG (MINIMUM), 6" FROM TOP AND BOTTOM, 18"O.C. OR LESS, SHEET METAL SCREW TO PLENUM. CAULK SCREW HEADS BIRDSCREEN THREADED ROD; SIZE PER SPECIFICATIONS. ATTACH TO STRUCTURE (TYPICAL) —. SPRING VIBRATION ISOLATOR (TYPICAL) LOCATE NEAR CEILING. SEE ISOLATION SPECIFICATIONS DUCT HANGER STRAP (TYPICAL), CONNECT TO STRUCTURE SUPPLY DUCT - SIZE AS SHOWN ON PLAN COIL CONNECTIONS UNIT CONDENSATE LINE W TH TRAP, PIPE SEPARATELY A3 SHOWN ON PLANS - DRAIN FROM UNIT DRAIN PAN, PIPE SEPARATELY AS SHOWN ON PLANS PROVIDE GALVANIZED STEEL STRIP SUPPORT ATTACHED AT BACK OF PLENUM, AND ANCHORED TO STRUCTURE 12x12INSULATED MAINTENANCE DOOR, ACCESSIBLE, ABOVE ASPHALT FLASHING HVAC EQUIPMENT SEE SPECIFICATIONS FOR -. SEISMIC BRACING FLEXIBLE CONNECTION (TYPICAL) iRETURN/OUTSIDE AIR DUCT -SIZE AS SHOWN ON PLANS SASH LOCK (2) FILTER DOOR WITH PIANO HINGE MAY BE INSTALLED ON OPPOSITE SIDE OR ON TOP. PROVIDE 1/4" FOAM RUBBER NOTES: GASKET 1. PAN REQUIRED FOR UNITS WITH COOLING COILS. 2. MAINTAIN ACCESS CLEARANCES FOR SERVICE OF FILTERS, AND BLOWER. ALLOW MINIMUM 42" TO ALL ACCESS PANELS. 3. INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS. 4. MECHANICAL CONTRACTOR'S SEISMIC ENGINEER TO PROVIDE DETAIL OF ISOLATORS AND SWAY BRACING. INSULATION; PROVIDE THICKNESS AND R-VALUE PER ENERGY CODE REQUIREMENTS. SECURE INSULATION TO DUCTWORK TRANSITION TO DUCT SLOPE BOTTOM 1/2" PER FOOT SPOT WELD DUCT PER PLANS DUCT LINING BEYOND NOTES: LOUVER SUPPORT/SILL EXTENSION, 20 GAUGE STAINLESS STEEL. TURN EACH END UP 4" WITHOUT DRIP LIP AND FASTEN WITH FLAT HEADED STAINLESS STEEL SHEET METAL SCREWS 1/8"x1-1/2"x4" HARD RUBBER GLASS SUPPORT. MINIMUM OF 3 ALONG BOTTOM OR 12" O.C. SPACING, LEAVE GAPS FOR DRAINAGE PLENUM SECURE TO BACK OF WALL WITH CONTINUOUS METAL CLOSURE ANGLE 3"x3"x18 GAUGE GALVANIZED SPOT WELD CLOSURE ANGLE TO PLENUM CAULK AND BACKER ROD. CAULK BOTTOM OF PLENUM TO STRUCTURE. 1. GENERAUMECHANICAUHVAC CONTRACTOR TO COORDINATE INSTALLATION OF LOUVER WITH ARCHITECT PRIOR TO ORDERING AND INSTALLING. 2. INSTALL LOUVERS PER THIS DETAIL WHETHER PROVIDED BY THE M.C, G.C. OR SHEET METAL CONTRACTOR. WEATHER PROOF LOUVER INSTALLATION SCALE: NONE TYPICAL HORIZONTAL FAN COIL MOUNTING SCALE: NONE 1-1/2 x 1-1/2 16 GAUGE MINIMUM RETAINING ANGLE (TYPICAL) RESETABLE REUSABLE LINK (RRL) JACKSHAFT FASTENER METAL STUD (WHERE USED) SLEEVE DUCT PIANO -HINGED DUCT ACCESS DOOR; 12"x12" OR AS LARGE AS SUITS DUCT SIZE _� AIR FLOW EXTERNALLY MOUNTED ACTUATOR - MINIMUM MUST COVER ACTUATOR BY 1" WOOD STUD (WHERE USED) NOTES: 3" MINIMUM TO CONNECTION ONE -HOUR RATED WALL OPENING LINED WITH 5/8" GYPSUM BOARD (WOOD STUD ONLY) 1. CAULKING IS NOT ALLOWED BETWEEN THE DAMPER SLEEVE AND THE WALL (ANNULAR SPACE). 2. THE LEADING EDGE OF CLOSED BLADES MUST REMAIN WITHIN THE PLANE OF THE WALL WHEN IN THE CLOSED POSITION. 3. RETAINING ANGLES MUST BE ATTACHED TO THE SLEEVE USING ONE OR MORE OF THE FOLLOWING METHODS. TACK OR SPOT WELDS 1/4" BOLTS AND NUTS #10 SHEET METAL SCREWS 3/16" STEEL POP RIVETS ATTACHMENTS MUST BE SPACED A MINIMUM OF 6"O.C. AND A MAXIMUM OF 2" FROM CORNERS. THE ANGLES MUST BE ATTACHED TO ALL FOUR SIDES OF THE SLEEVE. 4. SUBJECT TO APPROVAL BY AUTHORITY HAVING JURISDICTION. 5. ACCESS DOOR REQUIRED ON JACKSHAFT SIDE OF DAMPER. SLEEVE MAY EXTEND UP TO 16" BEYOND THE FIRE WALL OR PARTITION ON SIDES EQUIPPED WITH ACTUATOR AND/OR FACTORY INSTALLED ACCESS DOOR. 6. ABOVE INSTALLATION IS TYPICAL. INSTALL ALL CFSDS PER MANUFACTURER'S WRITTEN INSTRUCTIONS IN COMPLIANCE WITH UL LISTING. SEISMIC SUPPORT STRAP OR CABLES SPOT WELD 1" FLANGE OF PERFORATED SHEET METAL DIVIDER TO BOTH SIDES OF PLENUM HEAD 3/16"0, ON 1/4" STAGGERED CENTERS, PERFORATED SHEET METAL DIVIDER(49% FREE AREA) PLENUM HEAD SIZE IS CEILING DIFFUSER NOMINAL NECK DIMENSIONS FASTENERS, ALL SIDES LAY -IN CEILING DIFFUSER, (SURFACE MOUNTED SIMILAR) T-BAR CEILING COMBINATION FIRE/SMOKE DAMPER - @ RATED WALL PENETRATION SCALE: NONE PULL BACK JACKET & INSULATION FROM CORE. DUCT COLLECT EXCESS INNER DUCT PAST COLLAR BEAD UNTIL FULLY STRETCHED, THEN WRAP AT LEAST TWICE AROUND WITH APPROVED DUCT TAPE. SECURE WITH APPROVED CLAMP. PULL JACKET & INSULATION BACK OVER THE CORE. SECURE JACKET WITH TWO WRAPS OF DUCT TAPE OR AN APPR. CLAMP. TUCK IN EDGE OF JACKET OR TAPE 3/8" BEAD ON DUCT COLLAR ROUND DUCT COLLAR DIAMETER IS SAME AS CEILING DIFFUSER SQUARE NECK DUCT SIZE J1J q. OF COLLAR INLET INSULATED FLEXIBLE DUCT INSTALLED WITH INNER DUCT STRETCHED TAUT(TAKE UP SLACK) (5' MAX. LENGTH) JUL / NOTE: USE DETAIL WHERE CLEAR HEIGHT IN CEILING SPACE DOES NOT ALLOW STRAIGHT VERTICAL DUCT. CEILING TILE MANUAL VOLUME DAMPER CONSTRUCT/INSTALLED PER SMACNA HVAC DUCT CONSTRUCTION STANDARDS RESTRICTED CEILING - SUPPLY DIFFUSER CONNECTION SCALE: NONE 1-1/2 x 2-1/2 14 GAUGE FRONT ANGLE ACTUATOR COMPARTMENT NOTES: ORDER GRILLE TO COVER DUCT PLUS 5"-7" ACTUATOR COMPARTMENT ON RIGHT SIDE. CHECK DUCT ALIGNMENT WITH FIRE DAMPER FRAMEWORK FASTENER GRILLE OR DIFFUSER OPENING LINED WITH 5/8" GYPSUM BOARD (WOOD STUD ONLY) is INV • METAL STUD (WHERE USED) 1-1/2 x 2-1/2 16 GAUGE ANGLE; SEE NOTE 4 RESETABLE REUSABLE LINK (RRL) DUCT CONNECTION SLEEVE DUCT PIANO HINGED DUCT ACCESS DOOR; 12"x12" OR AS LARGE AS SUITS DUCT SIZE L THERMAL BLANKET (IF REQUIRED) WOOD STUD (WHERE USED) RATED WALL/FLOOR 1. CAULKING IS NOT ALLOWED BETWEEN THE DAMPER SLEEVE AND THE WALL OR FLOOR OPENING (ANNULAR SPACE). 2. THERE IS NO MINIMUM CLEARANCE REQUIRED BETWEEN THE WALL/FLOOR OPENING AND THE SLEEVE EXTERIOR WITH THE THERMAL BLANKET ATTACHED. HOWEVER, A MINIMUM OVERLAP OF 1/2" BETWEEN THE WALL/FLOOR AND THE FLANGE/RETAINING ANGLE MUST BE MAINTAINED. 3. RETAINING ANGLES MUST BE ATTACHED TO THE SLEEVE USING ONE OR MORE OF THE FOLLOWING METHODS. TACK OR SPOT WELDS 1/4"BOLTS AND NUTS 3/16"STEEL POP RIVETS #10 SHEET METAL SCREWS ATTACHMENTS MUST BE SPACED A MINIMUM OF 6"O.C. AND A MAXIMUM OF 2" FROM CORNERS. THE ANGLES MUST BE ATTACHED TO ALL FOUR SIDES OF THE SLEEVE. 4. THERMAL BLANKET IS RIVETED TO THE DAMPER SLEEVE AND THE SEAM IS TAPED WITH ACRYLIC ADHESIVE TAPE. 5. SUBJECT TO APPROVAL BY AUTHORITY HAVING JURISDICTION. 6. THE DAMPER SLEEVE SHALL NOT EXTEND MORE THAN 6" BEYOND THE FIRE WALL OR PARTITION UNLESS THE DAMPER IS EQUIPPED WITH A FACTORY INSTALLED ACCESS DOOR. 7. DAMPER MUST BE INSTALLED WITH THE BLADES WITHIN THE WALL OR FLOOR WHEN THEY ARE IN THE CLOSED POSITION. 8. ABOVE INSTALLATION IS TYPICAL. INSTALL ALL CFSDS PER MANUFACTURER'S WRITTEN INSTRUCTIONS IN COMPLIANCE WITH UL LISTING. PROVIDE AND INSTALL THERMAL BLANKETS IF REQUIRED. COMBINATION FIRE/SMOKE DAMPER - GRILLE ACCESIBLE PENETRATION SCALE: NONE F VLL.Vu.L FOR CODE CCMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION A),FA99 0 RECEIVED CITY OF TUKWILA NUV 02 2018 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 10/18/18 TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com J I__0 0 �U 0 J J 00 !REVISION DATE Design: Drawn: Checked: Project No. RSH RSH DMM 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title MECHANICAL DETAILS Drawing Number COPYRIGHT Si VOLUME DAMPER DUCT TAKEOFF MAIN DUCT 9" MIN. NOTES: DUCT SUPPORT (TYP) BRANCH DUCT SHALL MATCH SIZE OF GRILLE, MIN 3 DUCT DIAMETERS GRILLE, DOUBLE DEFLECTION (SA ONLY), FRONT BLADES HORIZONTAL SEISMIC BRACING (TYP) DUCT STRAP, 2 PER CAN SOUND LINED SHEET METAL BOX 4" 6"MIN DUCT STRAP FLEX DUCT STRAP HANGER BELL MOUTH FITTING \` FLEX DUCT, SIZE PER PLAN INSULATED FLEXIBLiDUCT INSTALLED WITH INN R DUCT STRETCHED TAUT ( KE UP SLACK) (5' MAX. LEN TH) RETURN/EXHAUST VOLUME DAMPER GRILLE WHERE SPECIFIED OR SHOWN ON FASTENERS DRAWINGS. (TYP) 1. DUCT INSULATION NOT SHOWN. PROVIDE PER SPECIFICATION. 2. OPPOSED BLADE DAMPERS ARE NOT ALLOWED. 3. MOUNT GRILLE SUCH THAT GRILLE BLADES ARE PARALLEL TO THE FLOOR. WHERE GRILLE IS INSTALLED 6'-0" AFF OR HIGHER, GRILLE BLADES SHALL FACE TOWARD CEILING. BELOW 6'-0" GRILLE BLADES SHALL FACE TOWARD FLOOR. SIDEWALL SUPPLY GRILLE CONNECTION SCALE: NONE WALL ASSEMBLY CAULK PERIMETER & SEAL SEE ARCHITECTURAL FOR MOUNTING DETAIL MOTORIZED OR BAROMETRIC DAMPER. PROVIDE PER PLAN AND SPEC. INTAKE/RELIEF/EXHAUST WEATHERPROOF LOUVER. SIZE PER PLANS EXTERIOR WALL COATING SEAL DUCT TO LOUVER WATERTIGHT WITH EXTERIOR GRADE DUCT SEALANT DUCT PLENUM INSULATION PER SPEC BIRD SCREEN PROVIDE DUCT PLENUM & ATTACH TO LOUVER. COORDINATE LOUVER LOCATION PER ARCHITECTURAL EXTERIOR ELEVATIONS. 24" x WIDTH INSULATED ACCESS DOOR WITH PIANO HINGE AND SASH LOCK. NOTES: 1. PLENUM DEPTH 36" MIN UNLESS OTHERWISE NOTED ON PLANS. 2. PROVIDE BURGLAR BARS WHERE SPECIFIED. ()ENLARGED VIEW WEATHERPROOF LOUVER SCALE: NONE 3/4" BIRD SCREE BITUMINOUS COATING (TO ACCESS DOOR) NOTES: 1. INSTALL PER MANUFACTURER'S REQUIREMENTS AND SMACNA RECOMMENDATIONS. 2. PROVIDE BELLMOUTH CONNECTION TO PLENUM BOX AS SHOWN. 3. FLEX DUCT SHALL BE LIMITED IN LENGTH PER SPEC WHERE SPACE ALLOWS, HORIZONTAL FOR RESTRICTED ONLY. 4. PLENUM BOX SHALL BE SAME SIZE AS GRILLE WITH OR WITHOUT LINER. SEE SPEC FOR REQUIREMENTS. 5. INCREASE CAN HEIGHT AS REQ'D. FOR PROPER CLEARANCES OF OTHER EQUIPMENT. 6. PROVIDE SOUNDLINED DUCT PER THE SPECIFICATIONS AND AS NOTED ON DRAWINGS. CEILING RETURN/EXHAUST GRILLE CONNECTION SCALE: NONE RETURN AIR DUCT IN WALL TIGHT TO ONE SIDE BETWEEN STUDS / I FRAMING (TYP) DUCT BEHIND RETURN RETURN GRILLE I GRILLE —GWB PER PLAN SIDE VIEW (DUCT IN WALL BETWEEN STUDS) IN FINISHED FLOOR STUD DUCT STRAP SIDE VIEW (DUCT ON BACK SIDE OF WALL) GYP/WALL SURFACE RETURN AIR DUCT SECURED TO BACK SIDE OF WALL FRONT VIEW (DUCT ON BACK SIDE OF WALL) NOTES: 1. REFER TO PLANS & SPECS FOR BALANCING DAMPER LOCATIONS. 2. BLADES POINT DOWN IF LESS THAN 6'-0" AFF, OTHERWISE BLADES POINT UP. 3. GRILLE SHALL BE SUPPORTED FROM DIV 8 FRAMING. SIDEWALL RETURN GRILLE CONNECTION SCALE: NONE 60" MIN COMBUSTION AIR DUCT INSULATED FLEXIBLE DUCT INSTALLED WITH INNER DUCT STRETCHED TAUT(TAKE UP SLACK) PULL BACK JACKET & INSULATION FROM CORE. DUCT COLLECT EXCESS INNER DUCT PAST COLLAR BEAD UNTIL FULLY STRETCHED, THEN WRAP AT LEAST TWICE AROUND WITH APPROVED DUCT TAPE. SECURE WITH APPROVED CLAMP. PULL JACKET & INSULATION BACK OVER THE CORE. SECURE JACKET WITH TWO WRAPS OF DUCT TAPE OR AN APPR. CLAMP. TUCK IN EDGE OF JACKET OR TAPE. 3/8" BEAD ON DUCT COLLAR FOR ATTACHING FLEX. DUCT (TYPICAL) SQUARE TO ROUND ADAPTER FASTENERS, ALL SIDES LAY -IN CEILING DIFFUSER T-BAR CEILING FLEX DUCT @ T-BAR CEILINGS (USE HARD DUCT @ GWB CEILINGS HANGAR 1/2" BAND ON DUCT COLLARS (TYPICAL) MANUAL VOLUME DAMPER CONSTRUCT/INSTALLED PER SMACNA HVAC DUCT CONSTRUCTION STANDARDS MINIMUM 1-1/2 DIAMETER CENTERLINE TURNING RADIUS TYPICAL ALL FLEX DUCT INSTALLATION TWO DUCT DIAMETERS OF STRAIGHT DUCT CEILING TILE NOTE: USE DETAIL WHERE CLEAR HEIGHT IN CEILING SPACE ALLOWS 2-DUCT DIAMETERS OF STRAIGHT VERTICAL DUCT. NON -RESTRICTED SUPPLY GRILLE CONNECTION SCALE: NONE MINIMUM 10'-0" CLEARANCE BETWEEN BUILDING VERTICAL WALLS REFER TO ARCHITECTURAL ROOF PENETRATION AND CURB DETAILS. FLUE GAS VENT ROOF AND INSULATION, SEE ARCH DWGS SEE FLUE GAS VENT THROUGH ROOF DETAIL (TYP) FLUE AND COMBUSTION AIR DUCT. SEE DWGS FOR SIZES AND CONT NOTES. 1. INSTALLATION THROUGH COMBUSTIBLE ROOF SHALL BE IN ACCORDANCE WITH THE FLUE MANUFACTURER'S INSTALLATION INSTRUCTIONS AS TO CLEARANCE REQUIREMENTS TO COMBUSTIBLE MATERIALS. 2. PROVIDE ROOF THIMBLE FOR SLOPED ROOFS SO THAT FLUE INSTALLATION IS VERTICAL. INSECT SCREEN GAS AND FLUE VENTS - CONDENSING EQUIPMENT SCALE: NONE F` `•}u FOR CODE CCMPLIANCE APPROVED APR 2 5 201g City of Tukwila BUILDING DIVISION .4kA 9��©©,'Oi ,,4.i RECEIVE \i‘ 0 CITY OF TUKWI• NUV 02 2018 ERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 10/18/18 TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com [REVISION ;DATE Design: RSH Drawn: RSH Checked: DMM Project No. 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title MECHANICAL DETAILS Drawing Number ELECTRICAL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION LIGHTING OR POWER PANELBOARD EQUIPMENT CONNECTION, SEE EQUIPMENT CONNECTION SCHEDULES FOR SPECIFIC REQUIREMENTS. 7111 UXXX"--- 1a TYPICAL LIGHT FIXTURE IDENTIFIERS: LIGHT FIXTURE TYPE, SEE LIGHT FIXTURE SCHEDULE. ® ® CONDUIT EXPOSED EQUIPMENT CONNECTION WITH LIQUID TIGHT FLEX TO MATCH EQUIPMENT CONDUIT CONCEALED IN WALL OR CEILING SPACE ONLY CONDUIT UNDER GROUND, UNDER FLOOR/SLAB, OR IN FLOOR/SLAB CONDUIT UP CONDUIT DOWN ® SPECIAL RECEPTACLE TYPE TO MATCH EQUIP SERVED, VERIFY REQUIREMENTS SWITCH LEG/ZONE IDPOWER CIRCUIT NUMBER _ Y 4 i:), 60 55i� $µR MOTOR CONNECTION 41=r SHADING INDICATES EMERGENCY PER UL924 EXTERIOR POLE MOUNTED LIGHT FIXTURE, SEE SCHEDULE FOR TYPE NON -FUSED DISCONNECT SWITCH, RATING AS SHOWN (3 POLE, UNO) o - FUSED DISCONNECT SWITCH, SWITCH RATING (60AS) AND FUSE SIZE (50AF) AS SHOWN (3-POLE, UNLESS NOTED OTHERWISE) EMERGENCY LIGHT CONDUIT STUB OUT WITH PLASTIC BUSHING BRANCH CIRCUIT HOME RUN (3/4"C, #12 CONDUCTORS AND #12 GND, UNO) GROUNDING ELECTRODE PER CODES FLEXIBLE CONDUIT EXISTING CONDUIT ® $ $3 $M $P EXIT EXIT LIGHT SINGLE POLE SWITCH THREE WAY SWITCH (4 = 4-WAY SWITCH) MOMENTARY CONTACT SWITCH PILOT LIGHTED SWITCH 3 -"Th., MOTOR -RATED SWITCH ENCLOSED CIRCUIT BREAKER DISCONNECT MANUAL MOTOR STARTER WITH OVERLOAD PROTECTION ii II, +w E VARIABLE FREQUENCY DRIVE (VFD) (FURNISHED BY M.C., UNO) EXISTING CONDUIT UNDERGROUND DEMO CONDUIT UNDERGROUND ELECTRICAL SERVICE CONDUIT ELE T TELECOM SERVICE CONDUIT CONDUIT DUCTBANK. ORIENTATION AS SHOWN. NUMBERS IDENTIFY CONDUIT DIAMETER SIZES. (PULL -WIRES SHALL BE INSTALLED IN ALL CONDUITS) CABLE TRAY. PROVIDE TYPE PER PLANS & SPECS. LOW -VOLTAGE WIRING 19 Q A erCL sIaIG ELECTRICAL CONTACTOR, TYPE AS INDICATED $K $D $T $OC $VS KEY OPERATED SWITCH MANUAL DIMMER SWITCH PUSH BUTTON SWITCH TO MATCH EQUIPMENT STARTER AND CONTROLLER - P - - T - RED EMERGENCY SHUT-OFF PUSH BUTTON TIMER SWITCH WALL MOUNT OCCUPANCY SENSOR WITH PUSHBUTTON ON/OFF SWITCH WALL MOUNT VACANCY SENSOR SWITCH HEAT/FAN COMBO DEVICE INDICATOR: A=ABOVE COUNTER, WP=WEATHERPROOF, TR=TAMPER RESISTANT, IG = ISOLATED GROUND, CL = CLOCK OUTLET, C = CONTROLLED RECEPTACLE DUPLEX RECEPTACLE a �s E/ �> $W SLY SZ# $11) $T ® PP U9 CS) ------- WALL MOUNT VACANCY SENSOR SWITCH WITH DIMMING CONTROL WALL MOUNT LOW VOLTAGE SWITCH WALL MOUNT I SWITCH. # INDICATES OVERRIDE ZONE NUMBER. WALL MOUNT LOW VOLTAGE SWITCH WITH DIMMING CONTROL O POKE-THRU DEVICE WITH DEVICES AS NOTED ON PLANS I 111111/111 El HH-XX-XXX 0 QJ TW 1 CODE SIZED PULLBOX WITH COVER CODE SIZED HANDHOLE WITH NON-SKID COVER (ID# AS SHOWN) CODE SIZED JUNCTION BOX WITH COVER PLATE GROUNDING ELECTRODE ROD/CONDUCTOR (TW = TEST WELL) GROUND BUS BAR (REFER TO DETAILS AND SPECIFICATIONS) DUPLEX RECEPTACLE, CEILING MOUNTED TIMER SWITCH DUPLEX RECEPTACLE GFCI TYPE TWO DUPLEX RECEPTACLES IN COMMON BACKBOX AND COVERPLATE LIGHTING CONTROL SYSTEM ROOM CONTROLLER (UL 924 FOR EM LTS) - ---- - - .. .- LIGHTING CONTROL SYSTEM POWER PACK LIGHTING CONTROL UL 924 TRANSFER DEVICE FOR SWITCHED/DIMMED EM LTS CONTROL CEILING MOUNTED PHOTOCELL/DAYLIGHT SENSOR STANDARD PRIMARY AND SECONDARY DAYLIGHT ZONES. REFER TO PLANS STANDARD FOR SPECIFIC DAYLIGHT ZONES WITH SUBSCRIPT X,X ZONE IDENTIFIERS. - ---- ---- LIGHTING CONTROL OCCUPANCYNACANCY SENSOR, WALL MOUNT. (DUAL TECHNOLOGY VACANCY SENSOR, UNLESS NOTED OTHERWISE) LIGHTING CONTROL OCCUPANCYNACANCY SENSOR, CEILING MOUNT.• (DUAL TECHNOLOGY VACANCY SENSOR, UNLESS NOTED OTHERWISE) ® TWO DUPLEX GFCI RECEPTACLES IN COMMON BACKBOX AND COVERPLATE -GND - § O ERS ES GROUNDING ELECTRODE CONDUCTOR ELECTRICAL METER EMERGENCY RESPONSE SYSTEM HEADEND EQUIPMENT ----"------_---- _---- -- EMERGENCY RESPONSE SYSTEM 3-WAY SPLITTER SURFACE METAL RACEWAY WITH DEVICES AS INDICATED. PROVIDE COMPLETE DEVICES, FITTINGS AND ASSEMBLIES. OC. SPACING OF DEVICES ARE AS NOTED ON PLANS. MULTI -GANG RECESSED FLOOR BOX. SUBTEXT INDICATES TYPE, SEE PLANS FOR EXACT DEVICE TYPES AND QUANTITIES. WIRELESS ACCESS POINT (WAP) WALL OR CEILING MOUNT SUBNUMBER = QUANTITY OF DROPS (TWO DROPS UNLESS NOTED OTHERWISE) ) M FB# -----"" --___--- ® - - 2.._------- ®2 -----"----"--- - - "------ TELECOMMUNICATIONS OUTLET, SUBNUMBER=QUANTITY OF DROPS O - � EMERGENCY RESPONSE SYSTEM ANTENNA - FIRE ALARM CONTROLL PANEL --- ---- - FIRE ALARM LCD ANNUNCIATOR l3 -- --- ---- ----------- AUDIO VISUAL OUTLET FOR VIDEO PROJECTOR, WALL OUTLET AUDIOVISUAL OUTLET FOR VIDEO PROJECTOR, CEILING OUTLET - -- ---- -- --- - --- ---- AUDIOVISUAL OUTLET FOR VIDEO PROJECTOR, FLOOROUTLET ------------ __-__.. TV OUTLET PHONE JACK ----- ----- SECURITY SYSTEM MOTION DETECTOR ...._......_- _- -- ----- DETECTOR, SECURITY SYSTEMM MOTION DECEILING MOUNTED, 360° t SECURITY SYSTEM KEY PAD SECURITY SYSTEM CAMERA COglACCESS OH FIRE ALARM SMOKE DETECTOR FIRE ALARM COMBINATION SMOKE/CARBON MONOXIDE DETECTOR FIRE ALARM SMOKE DETECTOR, DUCT TYPE FIRE ALARM HEAT DETECTOR, RATE -OF -RISE TYPE -_ „__,_ SSA I IRA is T ----- AUDIO-VISUAL INPUT JACK. PROVIDE RACEWAY AND BACKBOX COORDINATE WITH OWNER FOR FACEPLATE AND CABLING. SOUND SYSTEM AMPLIFIER -- - __-- D SECURITY SYSTEM DOOR CONTACT ------- _ _-------- SOUND SYSTEM IR RECEIVER SOUND SYSTEM SPEAKER - 2X2 LAY IN -_ WALL MOUNTED SOUND SYSTEM SPEAKER ------ ----- ----------- ® --- ---- ® ------- ---- CONTROL SYSTEM CARD READER ----------- ----- -- - - -- ---� -- ACCESS CONTROL SYSTEM CARD READER CONTROL DEVICE ACCESS CONTROL SYSTEM ELECTRIC DOOR STRIKE - F ._ FO - FIRE ALARM HEAT DETECTOR, FIXED TEMPERATURE TYPE _._. -- -- ------------ ---- FIRE ALARM CONNECTION, TYPE AS NOTED ON PLANS AVi -- - ----- AV2 AVC HDMI INPUT TO DISPLAY WITH (1)1/4" AUDIO OUTPUT FROM [SSA] ---- ----- ----- ------------------ -- OUTPUT (1)HDMI TO DISPLAY FROM COMPUTER & (1) LEFT/RIGHT RCA OUTPUT FROM [SSA] TO DISPLAY. - - - ---- - --. AUDIO VISUAL CONTROL PANEL. MOUNT AT +48" UNO. - S M -.-.._ -..__._ "- ___._ -_ IO ACCESS CONTROL SYSTEM ELECTRIC DOOR LATCH RETRACTION ® ----------- 0 - ----- µC --------- - IC ACCESS CONTROL SYSTEM DOOR POWER SUPPLY AND CONTROL DEVICE _ _.. __-- --_ -- ..- ----- - ---- TAMPER SWITCH FIRE ALARM MONITORING CONNECTION FLOW SWITCH FIRE ALARM MONITORING CONNECTION FIRE ALARM AUDIO-VISUAL NOTIFICATION DEVICE --------- ------ ----- ---- - ..____-_ _. ___.___._. ADA AUTOMATIC DOOR OPENER - -- -- ------ __-- MASTER CLOCK SYSTEM EQUIPMENT ------- - ----- --- INTERCOM CONSOLE SOUND SYSTEM IR DETECTOR . - - _.__.. ..__ _. QF QD FIRE ALARM STROBE LIGHT _- ..__ --. ._. CEILING MOUNTED FIRE ALARM AUDIO-VISUAL SPEAKER/STROBE LIGHT ___ .__ __. -__ __.-._.... -_____ FIRE ALARM MANUAL PULL STATION, D=DUAL ACTION TYPE. _ _ _- -.._._ ____-.__ ._ FIRE ALARM DOOR HOLD -OPEN QM - ------ -- MICROPHONE JACK ---- SOUND SYSTEM AUXILIARY INPUT ---- --- -- -- - pri INTERCOM DIGITAL DISPLAY ADM 0 INTERCOM HANDSET,ADM=ADMIN TYPE WITH DISPLAY D=DESK TYPE """--"- "----__- ---- --- --- US ---_-- oWF' FES-1 --------___ ----------. -"--"---__"_-- INTERCOM WALL OR CEILING SPEAKER ----- ---- INTERCOM WEATHERPROOF OUTDOOR HORN/SPEAKER RESCUE ASSISTANCE CALL STATION 0 FIRE ALARM KNOX BOX J . OB COMBINATION FIRE/SMOKE DAMPER FIRE ALARM AUDIO NOTIFICATION DEVICE BELL/BUZZER POST INDICATOR VALVE - es I -----_------------- ------ RESCUE ASSISTANCE BASE STATION -------- - --- ------ - ---- _._.._.._._-__-_--_--___- - -__... ___.___._ ABBREVIATIONS ABBRV DESCRIPTION ABBRV DESCRIPTION ABBRV DESCRIPTION ABBRV DESCRIPTION ABBRV DESCRIPTION ACP - - AFC ACCESSIBLE CARD PATH - AVAILABLE FAULT CURRENT EF EQPT EXHAUST FAN EQUIPMENT LTG - LV LIGHTING OF01 OWNER -FURNISHED, OWNER -INSTALLED SW TEL SWITCH TELEPHONE - - - LOW -VOLTAGE AFF ATS AL BKR C ABOVE FINISHED FLOOR AUTOMATIC TRANSFER SWITCH ALUMINUM BREAKER CONDUIT (E) (F) F FAAP FACP EXISTING - FUTURE FURNACE , FARENHEIGHT FIRE ALARM ANNUNCIATOR PANEL FIRE ALARM CONTROL PANEL MC MDF MECHANICAL CONTRACTOR OL P PNL PS PV OVERLOAD PHASE, POLE PANEL, PANELBOARD PROJECTION SCREEN PHOTOVOLTAIC TC THRU (TYP) UNO W TELECOMMUNICATION THROUGH TYPICAL UNLESS NOTED OTHERWISE WIRE MDP MECH MH MAIN DISTRIBUTION PANEL MECHANICAL - MANHOLE CKT CIRCUIT G, GND GROUND MLO MAIN LUGS ONLY RCPT RECEPTACLE _ WH WATER HEATER CO COMM CTRL CU EC CONDUIT AND PULL WIRE ONLY COMMUNICATION CONTROL COPPER ELECTRICAL CONTRACTOR G.C. GFCI GFP HH IDF GENERAL CONTRACTOR GROUND FAULT CIRCUIT INTERRUPTER MR (N) N NEC OFCI MOTOR RATED SWITCH REF REX SDP SPD SPECS REFERENCE, REFRIGERATOR REQUEST -TO -EXIT SECONDARY DISTRIBUTION PNL SURGE PROTECTION DEVICE SPECIFICATIONS WP XFMR WEATHERPROOF TRANSFORMER NEW GROUND FAULT PROTECTION HANDHOLE INTERMEDIATE DISTRIBUTION FRAME NEUTRAL NATIONAL ELECTRICAL CODE OWNER -FURNISHED, CONTRACTOR -INSTALLED ECB ENCLOSED CIRCUIT BREAKER LCP LIGHTING CONTROL CENTER STB SHUNT -TRIP BREAKER GENERAL REQUIREMENTS 1. PROVIDE COMPLETE WORK FOR REQUIREMENTS AS DESCRIBED ON LEGEND. 2. ALL FLUSH MOUNT EQUIPMENT, CABINETS, AND PANELBOARDS SHALL HAVE FACTORY TYPE FLUSH MOUNT TRIM KIT FOR COMPLETE INSTALLATION. 3. PROVIDE ALL MATERIAL AND LABOR RELATED TO THE INSTALLATION OF ELECTRICAL DEVICES PENETRATING INTO OR THROUGH FIRE RATED WALLS, FLOORS, OR CEILINGS SUCH THAT THE FIRE RATING OF THE WALL IS MAINTAINED. 4. DO NOT TAKE MEASUREMENTS FROM PLANS FOR DEVICE LOCATIONS. FIELD VERIFY EXACT DEVICE, EQUIPMENT LOCATIONS, AND MOUNTING HEIGHTS WITH OWNER'S REPRESENTATIVE FOR PROPER INSTALLATION. 5. BRANCH CIRCUIT HOME RUNS ARE NOT INDICATED WITH NUMBER OF CONDUCTORS/ WIRES. PROVIDE ALL BRANCH CIRCUIT CONDUCTORS/ WIRES AS REQUIRED FOR COMPLETE OPERATION OF ALL DEVICES AND EQUIPMENT INDICATED. PROVIDE INDIVIDUAL NEUTRALS FOR EACH CIRCUIT. 6. REFER TO EQUIPMENT SCHEDULES FOR WIRING REQUIREMENTS NOT INDICATED ON POWER PLANS. 7. PROVIDE ALL WIRING TO PANELS AND POWER DISTRIBUTION EQUIPMENT IN ACCORDANCE WITH ONE -LINE POWER DIAGRAM. 8. INCLUDE COST OF PROVIDING ALL ELECTRICAL CONNECTIONS AS REQUIRED FOR FULL OPERATION OF ALL OWNER FURNISHED, I N ARC HITECTURAL INSTALLED EQUIPMENT. SEE HIT C ECTURAL DRAWINGS TO VERIFY LOCATIONS. 9. COORDINATE PAINTING WORK OF ELECTRICAL ITEMS WITH GENERAL CONTRACTOR. SEE PAINTING SPECIFICATIONS FOR REQUIREMENTS. 10. VERIFY ALL LIGHT FIXTURE TYPES, VOLTAGE, AND MOUNTING METHODS TO SUIT BUILDING STRUCTURE, CEILING SYSTEM, TRUSS, JOISTS, AND SUPPORTING SURFACES. ALL FIXTURE MOUNTING HEIGHTS SHALL BE APPROVED OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. VERIFY CORRECT CATALOG NUMBERS PRIOR TO ORDERING OF FIXTURES. REFER TO CONTRACT DRAWINGS FOR LOCATIONS OF EMERGENCY FIXTURES. 11. ALL EMERGENCY LIGHT FIXTURES SHALL BE RATED FOR 90 MINUTES OF CONTINUOUS OPERATION. 12. PROVIDE UNSWITCHED HOT CONDUCTOR FOR ALL BATTERY BACKED FIXTURES. 13. PROVIDE SEPARATE NEUTRALS FOR ALL BRANCH CIRCUITS. 14. WIRING SYSTEMS SHALL BE CONCEALED WHERE POSSIBLE, EXCEPT IN ELECTRICAL ROOM, MECHANICAL ROOM, AND UTILITY AREAS, OR AS OTHERWISE NOTED. 15. PROVIDE SURFACE METAL RACEWAY AS WIRING METHOD WHERE OUTLETS AND WIRING CANNOT BE CONCEALED. 16. EXTERIOR MOUNTED ELECTRICAL DEVICES (SUCH AS DISCONNECT SWITCH, STARTER, SPEAKER, FIRE ALARM HORN, ETC.) AND COVERS SHALL BE NEMA-3R WEATHERPROOF RATED. 17. PROVIDE CONDUIT AND WIRE FROM ALL HVAC UNITS 2000 CFM OR ABOVE TO FIRE ALARM PANEL FOR HVAC UNIT CONTROL. CONDUIT AND WIRE MAY NOT BE INDICATED IN ELECTRICAL DRAWINGS. 18. PROVIDE TEMPORARY POWER FOR CONSTRUCTION. TEMPORARY POWER MAY BE IN THE FORM OF PORTABLE GENERATOR SET; CONNECTION TO UTILITIES COMPANY'S POWER POLE OR EXISTING FACILITY'S ELECTRICAL SYSTEM. 19. VERIFY WITH CABINET INSTALLER FOR ALL CABINET LOCATIONS, DIMENSIONS, AND COUNTER HEIGHTS PRIOR TO OUTLET ROUGH -IN. OUTLETS LOCATED ABOVE COUNTER SHALL BE INSTALLED TO T CENTERLINE ABOVE COUNTERTOP BACKSPLASH, AS DIRECTED OR INDICATED IN SPECIFICATIONS. VERIFY HEIGHT WITH OWNER'S REPRESENTATIVE OF ANY LOCATION THAT CANNOT ACCOMMODATE MOUNTING HEIGHT. GENERAL REQUIREMENTS 20. DO NOT INSTALL FLUSH WALL OUTLETS BACK TO BACK. A MINIMUM OF 24" SEPARATION IS REQUIRED BETWEEN ANY OUTLET INSTALLED ON FIRE RATED WALL. 21. INSTALLATION OF UNDERGROUND WIRING SYSTEMS SHALL INCLUDE EXCAVATION, CUTTING, PATCHING, BACKFILL, AND COMPACTION. DO NOT CUT OR DAMAGE ANY EXISTING UTILITIES, STRUCTURAL MEMBERS, OR BUILDING FOUNDATIONS. VERIFY EXISTING CONDITIONS PRIOR TO EXCAVATION WORK. INCLUDE COST FOR UNDERGROUND LOCATOR SERVICE TO IDENTIFY LOCATIONS OF EXISTING COMPONENTS. HAND EXCAVATE IN LOCATIONS WHERE EXISTING UNDERGROUND COMPONENTS ARE SUBJECT TO DAMAGE. REPAIR DAMAGE TO EXISTING UTILITIES OR BUILDING STRUCTURE TO OWNER'S SATISFACTION AT THE CONTRACTORS EXPENSE. 22. ALL ONE -LINE DIAGRAMS AND RACEWAY ROUTING ARE SCHEMATIC AND DO NOT SHOW EXACT PHYSICAL ARRANGEMENT OF EQUIPMENT ON DRAWINGS. ALL JUNCTION BOXES, AND PULLBOXES SHOWN ARE MINIMUM REQUIREMENTS. PROVIDE FITTINGS AND PULLBOXES OF ADEQUATE SIZE IN RACEWAY SYSTEMS WHEREVER NECESSARY OR REQUIRED BY NATIONAL ELECTRICAL CODE. PROVIDE EXPANSION JOINT FITTINGS FOR RACEWAY PASSING THROUGH NEW OR EXISTING EXPANSION JOINTS INSTALLED BETWEEN BUILDINGS. VERIFY EXACT LOCATIONS AND DETAILS OF EXPANSION JOINTS PRIOR TO WORK. COORDINATE ALL RACEWAY ROUTING, PULLBOXES, AND EQUIPMENT LOCATIONS WITH OTHER TRADES TO AVOID CONFLICTS OF EQUIPMENT INSTALLATIONS. ALL EMPTY CONDUITS SHALL HAVE PULL WIRES. 23. CONDUIT OR OTHER ELECTRICAL COMPONENTS SHALL NOT BE INSTALLED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY INDICATED ON THE DRAWINGS OR APPROVED BY STRUCTURAL ENGINEER. 24. PROVIDE ELECTRICAL CONNECTION FOR ALL FAN SPEED SWITCHES. COORDINATE LOCATION OF CONNECTIONS WITH MECHANICAL CONTRACTOR. 25. PROVIDE SEPARATE AS BUILT DRAWINGS FOR VOICE AND LAN DROPS AND PA SYSTEM ON CAD DRAWINGS SHOWING LOCATIONS OF JACKS BY NUMBER, LOCATIONS OF SPEAKERS AND WIRE PATHS TO THE SPEAKERS. 26. ALL SYMBOLS ON LEGEND MAY NOT BE SHOWN. ELECTRICAL DRAWING INDEX SHEET NO. SHEET TITLE E0.01 E0.02 ELECTRICAL LEGEND, GENERAL NOTES, AND ABBREVIATIONS ELECTRICAL SCHEDULES Et.01 ELECTRICAL SITE PLAN ED1.01 ELECTRICAL DEMOLITION PLAN - BLDG A ED1.02 ED1.03 ED1.04 ELECTRICAL DEMOLITION PLAN - BLDG C ELECTRICAL DEMOLITION PLAN - ROOF ELECTRICAL DEMOLITION ONE LINE DIAGRAM E2.11 LIGHTING PLAN - BLDG A COMMONS E2.21 E2.21A LIGHTING PLAN - FIRST FLOOR BLDG B BLDG B. LIGHTING CONTROL ZONE PLAN - FIRST FLOOR E2.22 E2.22A LIGHTING PLAN - SECOND FLOOR BLDG B "--- --- LIGHTING CONTROL ZONE PLAN -SECOND •:- FOR OC�fi�BLbS $ '- CODE CCMPLIANCE APPROVED DG C E2.31 LIGHTING PLAN -PARTIAL BLDG C GYM E2.31A LIGHTING CONTROL ZONE PLAN - PARTIAL B E2.51 LIGHTING PLAN - BLDG A ENTRY APR 25 2019 E3.11 POWER PLAN -BLDGA E3.21 POWER PLAN - FIRST FLOOR BLDG B City of Tukwila E3.22 POWER PLAN - SECOND FLOOR BLDG B ClitDING-DIVISION E4.12 MECHANICAL POWER PLAN - PARTIAL ROOF PLAN BLDG A E4.21 E4.22 MECHANICAL POWER PLAN - FIRST FLOOR BLDG B MECHANICAL POWER PLAN - SECOND FLOOR BLDG B E4.23 MECHANICAL POWER PLAN - ROOF BLDG B Sr. ¢,-p� E4.31 l MECHANICAL POWER PLAN - PARTIAL BLDG C , �.7� E3.11 E5.21 SYSTEMS PLAN - BLDG A t `%' ',' wr //r '�� . r SYSTEMS PLAN - FIRST FLOOR BLDG 8 E5.22 SYSTEMS PLAN - SECOND FLOOR BLDG B RECEIVED E5.31 SYSTEMS PLAN - PARTIAL BLDG C CITY -OF 1 UKWILA E6.01 E6.02 ELECTRICAL DETAILS MN 022018 ELECTRICAL DETAILS E7.01 E7.02 ELECTRICAL ONE LINE DIAGRAM PERMIT CENTER - ELECTRICAL PANEL SCHEDULES rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com REVISION DATE Design: Drawn: Checked: Project No. AH BT RA 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title ELECTRICAL LEGEND, GENERAL NOTES, AND ABBREVIATIONS awing Number COPYRIGHT m 2018 RO DEDICATED OUTDOOR AIR SYSTEM SCHEDULE EQUIPMENT TAG VOLTAGE/PHASE HP KW FLA MCA MOCP BRANCH CIRCUIT DISCONNECT RACEWAY I PHASE I N G SIZE I FUSE NOTES AIR HANDLING AND HEAT RECOVERY DOAS-01 460/3 6.6 20 3/4" 3#12 #12 #12 30 20 1,3 DOAS-02 460/3 3/4" 3#12 #12 #12 30 20 1,3 DOAS-03 460/3 3/4" 3#12 #12 #12 30 20 1,3 DOAS-04 460/3 14.9 20 3/4" 3#12 #12 #12 30 20 1,3 VRF HEAT RECOVER BRANCH CIRCUIT CONTROLLER BC-1 208/1 5.7 3/4" 2#12 #12 BC-2 208/1 5.7 3/4" 2#12 #12 MITSUBISHI CITY VRF OUTDOOR UNIT SCHEDULE ODU-1A 480/3 31.0 60 1" 3#4 #10 60 60 ODU-2A ODU-2B 480/3 31.0 60 1" 3#4 #4 #10 60 60 1 480/3 31.0 60 3#4 #4 #10 60 60 1 MITSUBISHI CITY VRF INDOOR UNIT SCHEDULE FCU-8101 208/1 0.34 3.51 15 3/4" 2#12 #12 30 20 1 FCU-B102 208/1 0.06 1.05 15 3/4" 2#12 #12 30 20 FCU-B103 208/1 0.34 3.51 15 3/4" 2#12 #12 30 20 1 FCU-B104 208/1 0.34 3.51 15 3/4" 2#12 #12 30 20 1 FCU-B105 208/1 0.06 1.05 15 3/4" 2#12 #12 30 20 1 FCU-B106 208/1 0.34 3.51 15 3/4" 2#12 #12 30 20 1 FCU-8107 208/1 0.34 3.51 15 3/4" 2#12 #12 30 20 1 FCU-B108 208/1 0.36 3.51 15 3/4" 2#12 #12 30 20 1 FCU-B201 208/1 0.17 3.51 15 3/4" 2#12 #12 30 20 1 FCU-B202 208/1 0.06 1.05 15 3/4" 2#12 #12 30 20 FCU-8203 208/1 0.34 3.51 15 3/4" 2#12 #12 30 20 1 FCU-B204 208/1 0.24 3.50 15 3/4" 2#12 #12 30 20 1 FCU-B205 208/1 0.17 3.51 15 3/4" 2#12 #12 30 20 1 FCU-B206 208/1 0.17 3.51 15 3/4" 2#12 #12 30 20 1 FCU-B207 208/1 0.24 3.50 15 3/4" 2#12 #12 30 20 FCU-B208 208/1 0.63 7.70 15 3/4" 2#12 #12 30 20 VRF HEAT RECOVERY UNIT SCHEDULE VHR-01 208/1 40 W 0.16 3/4" #12 #12 #12 30 15 1 VHR-02 208/1 40 W 0.16 3/4" #12 #12 #12 30 15 1 VHR-03 208/1 40 W 0.16 3/4" #12 #12 #12 30 15 1 VHR-04 208/1 40 W 0.16 3/4" #12 #12 #12 30 15 DEDICATED OUTDOOR AIR SYSTEM DOAS-01 208/3 29.4 40 3/4" 3#8 #8 #10 60 40 1 DOAS-02 208/3 25.1 35 3/4" 3#10 #10 #10 60 35 1 SPLIT SYSTEM AIR CONDITIONER SCHEDULE AC-1A, AC-1B, AC-1C/CU-01 208/1 31.0 44 3/4" 2#8 #10 60 50 1 AC-02/CU-02 208/1 12.0 15 3/4" 2#12 #12 30 15 1 AIR-COOLED CONDENSING UNIT SCHEDULE CU-A01 480/3 0.34 49.00 60 4 CU-A02 480/3 0.06 49.00 60 4 CU-A03 480/3 0.34 32.00 50 4 CU-A04 480/3 0.34 63.00 80 4 CU-A05 480/3 0.06 63.00 80 4 CU-A06 480/3 0.34 63.00 80 4 CU-A07 480/3 0.34 14.00 20 4 CU-A08 480/3 0.36 14.00 20 4 CU-A09 480/3 0.17 32.00 50 4 GAS FIRED WATER HEATER SCHEDULE DWH-01 120/1 6.2 314" #12 #12 #12 - 2 DWH-02 120/1 6.2 3/4" #12 #12 #12 2 PUMP SCHEDULE DCP01 120/1 1/12 1.3 3/4" #12 #12 #12 2 PROPELLER FAN SCHEDULE PF-01 120/1 1/12 5.7 3/4" #12 #12 #12 2 PF-02 120/1 1/12 5.7 3/4" #12 #12 #12 2 ELECTRICAL WALL HEATER SCHEDULE EWH-01 208/1 14.5 20 3/4" #12 #12 #12 2 EXHAUST FAN SCHEDULE SK-01 120/1 1.4 3/4" #12 #12 #12 2 EF-1 120/1 1/4 LIGHT FIXTURE SCHEDULE TYPE DESCRIPTION MANUFACTURER MODEL # DELIVERED LUMENS LAMP TYPE COLOR TEMP INPUT WATTS L# 4" RECESSED LINEAR SLOT. 0-10V DIMMING DRIVER (NOTE #1) PRUDENTIAL P43-LED35-SO-#'-TMW-AWL-DIR 900 / FT LED 3500 10W / FT LH1 4" RECESSED LINEAR SLOT. 0-10V DIMMING DRIVER, HARD CEILING PRUDENTIAL P43-LED35-SO-4'-TMW-SAL-D1 900 / FT LED 3500 10W / FT D1 6" RECESSED DOWNLIGHT LITHONIA LDN4 SERIES 4509 LED 3500 42.8 P1 8FT. 4" HIGH PERFORMANCE DIRECT/INDIRECT PENDANT LIGHT FIXTURE. 9'-0" AFF MOUNTING FINELITE HP-4 SERIES 6134 LED 3500 113.6 P2 8FT. LINEAR DIRECT/INDIRECT PENDANT MOUNT, 0-10V DIMMING DRIVER LUMIUM NITROGEN SERIES 720/FT LED 3500 8W / FT P3 16" ROUND PENDANT FIXTURE PRUDENTIAL P4000 SKY SERIES 3500 LED 3500 47 PHB CABLE HUNG 22" HIGH BAY LED LIGHT FIXTURE, 22'-0" AFF MOUNTING SPECTRUM LIGHTING PRX22LEDLX SERIES 15000 LED 3500 117 PHBE CABLE HUNG 22" HIGH BAY LED LIGHT FIXTURE, 22'-0" AFF MOUNTING, WITH BATTERY BACK SPECTRUM LIGHTING PRX22LEDLX SERIES 15000 LED 3500 117 R1 1'x4' RECESSED TROFFER. 0-10V DIMMING DRIVER FINELITE HPR SERIES 4509 LED 3500 42.8 R2 2'X2' RECESSED TROFFER. 0-10V DIMMING DRIVER FINELITE HPR SERIES 3958 LED 3500 42.8 R3 24" ROUND RECESSED FIXTURE PRUDENTIAL P4000 SKY SERIES 3500 LED 3500 47 S1 LED STRIP LIGHT LITHONIA ZL1D SERIES 3966 LED 3500 30 S2 4'X2' HIGHBAY LED FIXTURES LITHONIA IBE SERIES 18000 LED 4000 136 S3 16" X 16" SURFACE MOUNT CANOPY FIXTURES KENALL FL SERIES 2222 LED 4000 20 WIE WALL MOUNTED LIGHT FIXTURE, MOUNTED AT 12'-0" AFF, WITH BATTERY BACKUP LITHONIA WST LED P1 40K VF MVOLT E20WH 1639 LED 40000 15 W2E WALL MOUNTED LIGHT FIXTURE, MOUNTED AT 10.-0" AFF WITH BATTERY BACKUP LITHONIA WST LED P1 40K VF MVOLT E20WH 1639 LED 40000 15 WL# 4"WALL MOUNTED LINEAR FIXTURE. 0-10V DIMMING DRIVER (NOTE#1) PRUDENTIAL P40-LED35-SO-#'-TMW-AWL-DIR-WM 2700 LED 3500 28 NOTES: 1) # = DISTANCE IN FEET. REFER TO PLANS. na:vici,eD FOR CODE CCMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com 1, 0 0 0 C4 Ca REVISION DATE Design: Drawn: Checked: Project No. AH BT RA 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title ELECTRICAL SCHEDULES rawing Number NOTES 1. PROVIDE DISCONNECT SWITCH 3. MANUAL MOTOR STARTER 5. MAKE CONNECTION TO VFD INSTALLED BY OTHERS 8. EXTEND EXISTING CONDUIT AND CONDUCTORS TO NEW UNIT AS REQUIRED RECENED CITY OF TUKWILA PERMIT CENTER r D TATOR 0 o o 0 (E) MAIN SWITCHBOARD 4 ELECTRICAL PARTIAL SITE PLAN PNL '1Z2' /// __-----__- \'' 77 /7 /7 SCALE: 1'10-0 GENERAL NOTES 1, LOCATE SERVICES PRIOR TO ANY TRENCHING. 2. SEE ONE LINE DIAGRAM FOR CONDUCTOR SIZES AND QUANTITIES. PLAN NOTES O PROVIDE 2" UNDERGROUND CONDUIT FROM GENERATOR TO BUSSED GUTTER IN ELECTRICAL ROOM. 0 PROVIDE 1" UNDERGROUND CONDUIT FROM PANEL IN ELECTRICAL ROOM TO OFFICE ADDITION. O PROVIDE (2) 3" UNDERGROUND CONDUITS FROM MAIN SWITCHBOARD IN BUILDING A ELECTRICAL ROOM TO NEW BUILDING B DISTRIBUTION PANEL 'DP-B. tt• PROVIDE 2" UNDERGROUND CONDUIT FROM ATS 'Z IN BUILDING B ELECTRICAL ROOM TO WALL OF BUILDING A THEN UP WALL TO CEILING SPACE OF FOOD STORAGE ROOM A177 TO NEW PANEL '1Z2' IN MECH/BOILER ROOM A179. Ft,LtitiLA••vt:Li FOR CODE CCMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION RECEIVER CITY OF TUKWILA NO 02 21119 PERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 10/18/18 TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409.7315 Phone: 253.472.3300 www.treswest.com - -I F._ 0 0 0 — = Ct 0 co E _, -Jo 0 a 0 I o w 0 w 1.- < I: Lu co ..J w co 0 to o rx (0 _j < 0 co cr, x co a, ot) c.? 2 .-§" E =< 0 0 0 674 5- i 6'4 i I 18 1 1--' 51- n:4 1- -Ilij U. REVISION Design: AN Drawn: BT Checked: RA Project No. 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title ELECTRICAL SITE PLAN Drawing Number COPYRIGHT 0 209 ROLLUDA ARCHITECTS, INC. r AD (AC o I (E)BO-02 I YL rF (E)BO-01 —(E)PNL'K'O3 (E)EF-Al2 (E)CAF-A01 0 (E)PMP-A02 N i`T -11 (E) COMMONS/CAFETERIA A148 ELECTRICAL DEMOLITION PLAN - PARTIAL BLDG A 2 ELECTRICAL DEMOLITION PLAN - BLDG A 2ND FLOOR Egg- r-� _h L.J J 1\ \\\\I1 L..J_ AS) I A6 ELECTRICAL DEMOLITION PLAN - BLDG A ENTRY SCALE: 118' =1'-0' GENERAL REFERENCE NOTES: 1. VISIT AND EXAMINE THE SITE PRIOR TO INITIATION OF WORK TO ASCERTAIN THE CONDITIONS AND LIMITS OF DEMOLITION AND CONSTRUCTION. 2. DISPOSE OF REMOVED EQUIPMENT UNLESS DIRECTED TO DO OTHERWISE BY THE OWNER. 3. DISCONNECT, REMOVE OR RELOCATE EXISTING ELECTRICAL INSTALLATION AS INDICATED. THIS INCLUDES, BUT IS NOT LIMITED TO LIGHT FIXTURES, WIRING DEVICES, SIGNAL EQUIPMENT, EXHAUST FANS, ETC. 4. REMOVE CONDUIT, WIRE, BOXES AND FASTENING DEVICES AS REQUIRED TO AVOID ANY INTERFERENCE WITH NEW INSTALLATION. CONDUIT IN AREAS NOT EXPOSED IN THE COURSE OF THE WORK SHALL BE ABANDONED AND CAPPED AT BOTH ENDS. 5. RECONNECT ANY EQUIPMENT BEING DISTURBED BY THESE RENOVATIONS YET REQUIRED FOR CONTINUED SERVICE. COORDINATE WITH OWNER PRIOR TO INTERRUPTIONS AND RECONNECTIONS. 6. WHERE WORK (WALL REMOVAL, NEW OR RELOCATED WALL OPENING, ETC.) RESULTS IN THE REMOVAL OF DEVICES, DISCONNECT OR RECONNECT AS REQUIRED ALL ACTIVE DEVICES REMAINING ON THAT CIRCUIT SYSTEM. 7. REMOVE ALL EXISTING LIGHTING FIXTURES AND POWER SYSTEMS AS INDICATED OR REQUIRED TO CLEAR AREA FOR NEW INSTALLATION. 8. REMOVE ALL CONDUCTORS, CONDUIT AND SURFACE RACEWAYS ASSOCIATED WITH DEVICE REMOVAL. 9. COORDINATE EXTENT AND SCOPE OF DEMOLITION IN ALL SPACES WITH ARCHITECTURAL. 10. REMOVE CONDUCTORS, CONDUIT, AND RACEWAYS THAT ARE NO LONGER IN USE. DEMOLITION PLAN NOTES: O ALL FIRE ALARM DEVICES IN THIS AREA TO BE REMOVED. REMOVE CONDUIT AND CABLING BACK TO SOURCE. O EXISTING LIGHT FIXTURES TO BE REMOVED AND RELOCATED. MAINTAIN EXISTING CONDUIT AND CONDUCTORS AND EXTEND TO NEW LOCATOIN. SEE LIGHTING SHEET E2.51 FOR NEW LOCATION. O EXISTING CIRCUITS K-1, K-15, K-17, K-19, K-26,28,30, K-31 FEEDING COOLER, FREEZER, REFRIGERATOR, OR REFRIGERATOR SYSTEM TO BE INTERCEPTED AND EXTENDED TO NEW PANEL '1Z2'. SEE NEW POWER PLAN ON SHEET E3.11 FOR NEW PANEL LOCATION. O EXISTING LIGHT FIXTURES TO BE REMOVED. CONDUIT AND CONDUCTORS TO REMAIN AND BE REUSED. O EXISTING CARD READER TO BE REMOVED. CONDUIT AND CONDUCTORS TO REMAIN AND BE REUSED. O EXISTING ADA PUSH BUTTON TO BE REMOVED. CONDUIT AND CONDUCTORS TO REMAIN AND BE REUSED. O EXISTING MECHANICAL EQUIPMENT TO BE REMOVED. CORRESPONDING DISCONNECT, CONDUIT, AND CONDUCTORS TO REMAIN AND BE RE -USED TO FEED NEW MECHANICAL UNIT IN SAME LOCATION. O. REMOVE EXISTING FIRE ALARM CONTROL PANEL. CONDUIT AND CABLING TO REMAIN AND RECONNECT TO NEW FIRE ALARM CONTROL PANEL. O REMOVE ALL ELECTRICAL DEVICES, LIGHT SWITCHES, LIGHT FIXTURES, FIRE ALARM DEVICES, AND SYSTEMS DEVICES ON CEILING IN THIS AREA. 10 REMOVE ALL ELECTRICAL DEVICES, LIGHT SWITCHES, LIGHT FIXTURES, FIRE ALARM DEVICES, AND SYSTEMS DEVICES ON WALL TO BE REMOVED IN THIS AREA. lAB TYPICAL OF 4) Eta' au FOR CODE COMPLIANCE APPROVED PR 25 2019 City of Tukwila BUILDING DIVISION ro RECElVELY°h' CITY OF TUKWIL`A- NUV 02 2018 PERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 0/18/18 olez TRES WEST _` ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone:253.472.3300 www.treswest.com J O 0D REVISION DATE Design: AH Drawn: BT Checked: RA Project No. 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title ELECTRICAL DEMOLITION PLAN - BLDG A rawing Number 1 COPYRIGHT 02018 ROLL GENERAL REFERENCE NOTES: rolluda architects O r u `J Y (E) GYMNASIUM C105 UJ ;J w 0 a L ELECTRICAL DEMOLITION PLAN - BLDG C 1. VISIT AND EXAMINE THE SITE PRIOR TO INITIATION OF WORK TO ASCERTAIN THE CONDITIONS AND LIMITS OF DEMOLITION AND CONSTRUCTION. 2. DISPOSE OF REMOVED EQUIPMENT UNLESS DIRECTED TO DO OTHERWISE BY THE OWNER. 3. DISCONNECT, REMOVE OR RELOCATE EXISTING ELECTRICAL INSTALLATION AS INDICATED. THIS INCLUDES, BUT IS NOT LIMITED TO LIGHT FIXTURES, WIRING DEVICES, SIGNAL EQUIPMENT, EXHAUST FANS, ETC. 4. REMOVE CONDUIT, WIRE, BOXES AND FASTENING DEVICES AS REQUIRED TO AVOID ANY INTERFERENCE WITH NEW INSTALLATION. CONDUIT IN AREAS NOT EXPOSED IN THE COURSE OF THE WORK SHALL BE ABANDONED AND CAPPED AT BOTH ENDS. 5. RECONNECT ANY EQUIPMENT BEING DISTURBED BY THESE RENOVATIONS YET REQUIRED FOR CONTINUED SERVICE. COORDINATE WITH OWNER PRIOR TO INTERRUPTIONS AND RECONNECTIONS. 6. WHERE WORK (WALL REMOVAL, NEW OR RELOCATED WALL OPENING, ETC.) RESULTS IN THE REMOVAL OF DEVICES, DISCONNECT OR RECONNECT AS REQUIRED ALL ACTIVE DEVICES REMAINING ON THAT CIRCUIT SYSTEM. 7. REMOVE ALL EXISTING LIGHTING FIXTURES AND POWER SYSTEMS AS INDICATED OR REQUIRED TO CLEAR AREA FOR NEW INSTALLATION. 8. REMOVE ALL CONDUCTORS, CONDUIT AND SURFACE RACEWAYS ASSOCIATED WITH DEVICE REMOVAL. 9. COORDINATE EXTENT AND SCOPE OF DEMOLITION IN ALL SPACES WITH ARCHITECTURAL. 10. REMOVE CONDUCTORS, CONDUIT, AND RACEWAYS THAT ARE NO LONGER IN USE. DEMOLITION PLAN NOTES: OALL FIRE ALARM DEVICES IN THIS AREA TO BE REMOVED. REMOVE CONDUIT AND CABLING BACK TO SOURCE. �= FOR — CODE CCMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION RECEIVED ' `.0 CITY OF TUKWILA NUV 02 2018 architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98400.7315 Phone: 253.472.3300 www.treswest.com REVISION DATE Design: AH Drawn: BT Checked: RA Project No. 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title ELECTRIFCAL DEMOLITION PLAN - BLDG C GYM D,jawing Number COPYRIGHT 02018 ROLLUDA A PERMIT CENTER 1 GENERAL REFERENCE NOTES: DEMOLITION PLAN NOTES: rolluda architects BUILDING B CU-B01 CU-A06 CU-A05 CU-A04 CU-A08 CU-A07 iL ELECTRICAL DEMOLITION PLAN - ROOF 1. VISIT AND EXAMINE THE SITE PRIOR TO INITIATION OF WORK TO ASCERTAIN THE CONDITIONS AND LIMITS OF DEMOLITION AND CONSTRUCTION. 2. DISPOSE OF REMOVED EQUIPMENT UNLESS DIRECTED TO DO OTHERWISE BY THE OWNER. 3. DISCONNECT, REMOVE OR RELOCATE EXISTING ELECTRICAL INSTALLATION AS INDICATED. THIS INCLUDES, BUT IS NOT LIMITED TO LIGHT FIXTURES, WIRING DEVICES, SIGNAL EQUIPMENT, EXHAUST FANS, ETC. 4. REMOVE CONDUIT, WIRE, BOXES AND FASTENING DEVICES AS REQUIRED TO AVOID ANY INTERFERENCE WITH NEW INSTALLATION. CONDUIT IN AREAS NOT EXPOSED IN THE COURSE OF THE WORK SHALL BE ABANDONED AND CAPPED AT BOTH ENDS. 5. RECONNECT ANY EQUIPMENT BEING DISTURBED BY THESE RENOVATIONS YET REQUIRED FOR CONTINUED SERVICE. COORDINATE WITH OWNER PRIOR TO INTERRUPTIONS AND RECONNECTIONS. 6. WHERE WORK (WALL REMOVAL, NEW OR RELOCATED WALL OPENING, ETC.) RESULTS IN THE REMOVAL OF DEVICES, DISCONNECT OR RECONNECT AS REQUIRED ALL ACTIVE DEVICES REMAINING ON THAT CIRCUIT SYSTEM. 7. REMOVE ALL EXISTING LIGHTING FIXTURES AND POWER SYSTEMS AS INDICATED OR REQUIRED TO CLEAR AREA FOR NEW INSTALLATION. 8. REMOVE ALL CONDUCTORS, CONDUIT AND SURFACE RACEWAYS ASSOCIATED WITH DEVICE REMOVAL. 9. COORDINATE EXTENT AND SCOPE OF DEMOLITION IN ALL SPACES WITH ARCHITECTURAL. 10. REMOVE CONDUCTORS, CONDUIT, AND RACEWAYS THAT ARE NO LONGER IN USE. // OEXISTING MECHANICAL EQUIPMENT TO BE REMOVED. CORRESPONDING DISCONNECT, CONDUIT, AND CONDUCTORS TO REMAIN AND BE RE -USED TO FEED NEW MECHANICAL UNIT IN SAME LOCATION. CU-A03 CU-A02 CU-A01 ,_u FOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION 1 T(1),� RECEIVED D CITY OF TUKWILA architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com REVISION DATE Design: AH Drawn: BT Checked: RA Project No. 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title ELECTRICAL DEMOLITION PLAN - ROOF Drawing Number SCALE: 1/16' =1'-0' NIJV 02 2018 PERMIT CENTER 1»I3 CIRCUIT LEGEND 19, 2W+G (3 WIRES TOTAL) 30, 4W+G (5 WIRES TOTAL) CKT ID RACEWAYANIRE CKT PM CKT ID CONDUIT AND WIRE CKT [A2] 3/4'C, 2#12, #12G 20 [A4] 3/4'C, 4#12, #12G 20 [B2] 3/4'C, 2#10, #10G 30 [134] 3/4'C, 4#10, #10G 30 [C2] 3/4"C, 2#8, #10G 40 [C4] 1'C, 4#8, #10G 40 [D2] 3/4"C, 2#6, #10G 50 [D4] 1"C, 4#8, #10G 50 [E21 1'C, 2#4, #10G 60 [E4] 1-1/4'C, 4#4, #10G 60 [F2] 1'C, 2#4, #8G 70 [F4] 1-1/4"C, 4#4, #8G 70 [G2] 1-1/4'C, 2#2, #8G 80 [G4] 1-112"C, 442, 48G 80 [H2] 1-1/4"C, 2#2, #8G 90 [H4] 1-1/2"C, 442, #8G 90 [J2] 1-1/4"C, 241, #80 100 IJ4] 2'C, 4#1, #80 100 [K2] 1.1/4'C, 2#1, #6G 125 [K4] 2"C, 4#1, #6G 125 [L2] 1-1/4'C, 2#1/0, #6G 150 [L4] 2'C, 4#1/0, 46G 150 [M2] 1-1/2"C, 2#2/0, #6G 175 [M41 2'C, 4#2/0, 46G 175 [N2] 1-1/2"C, 2#3/0, #6G 200 [N4] 2"C, 443/0, #6G 200 [02] 2'C, 244/0, #4G 225 [04] 2-1/2"C, 4#4/0, #4G 225 (P2] 2-1/2'C, 2-250KCM, #4G 250 [P4] 3"C, 4-250KCM, #4G 250 [02] 2.1/2'C, 2-350KCM, #4G 300 (Q4] 3'C, 4-350KCM, #4G 300 (R2[ 2-SETS [2'C, 2#3/0, #3G) 400 [R4] 2-SETS [2-1/2"C, 4#3/0, 43G] 400 3,p, 3W+G (4 WIRES TOTAL) [S4] 2-SETS [3"C, 4-250KCM, #2G] 500 CKT ID CONDUIT AND WIRE CKT AMPS [T4] 2-SETS [3"C, 4-350KCM, #1G] 600 [A3] 3/4"C, 3412, #12G 20 [U4] 2-SETS [4'C, 4-500KCM, #1/0G] 700 [B3] 3/4'C, 3#10, #10G 30 [V4] 3-SETS [3'C, 4-300KCM, #1/0G] B00 [C3] 314'C, 348, #10G 40 [W4] 3-SETS [4'C, 4-500KCM, #2/OG] 1000 [D3] 1'C, 346, #10G 50 [X4] 4-SETS [3"C, 4-350KCM, #3/0G] 1200 [E3] VC, 3#4, #10G 60 [Y4] 4-SETS [4'C, 4-EOOKCM, #4/0G] 1600 [F3] 1.1/4'C, 344, #8G 70 [Z4] 5-SETS [4"C, 4-600KCM, 250KCM G] 2000 [G3] 1-1/4'C, 342,118G BO 480VA, 3,, TRANSFORMER PRIMARY (3W+G [H3] 1-1/4'C, 3#2, #8G 90 CKT ID CONDUIT AND WIRE CPS [J3] 1-1/2'C, 341, 48G 100 [30H] PC, 344, #10G 60 IK3] 1-1/2"C, 341, #6G 125 [45H] 1-1/2"C, 3#1, #8G 100 [L3] 1-1/2"C, 341/0,46G 150 I75H] 1-1/2"C, 341/0, 46G 150 [M3] 2'C, 302J0, #6G 175 [112H] 2'C, 343/0, #6G 200 [N3] 2"C, 3#3/0, #60 200 [150H] 2-1/2'C, 3-250KCM, #4G 250 [03] 2"C, 3#4/0, #4G 225 [225H] 2-SETS [2"C, 3#3/0, #3G] 400 [P3] 2-1/2"C, 3-250KCM, #4G 250 [300H] 2-SETS [3'C, 3-350KCM, #1G] 600 [Q3] 2-1/2"C, 3-350KCM, #4G 300 [500H] 3-SETS [3'C, 3-300KCM, #1/0G] 800 [R3] 2-SETS [2"C, 3#3/0. #3G] 400 [750H] 4-SETS [3'C, 3-350KCM, #3/0G] 1200 [S3] 2-SETS [2-1/2"C, 3-250KCM, #2G] 500 208Y/120V, 30, TRANSFORMER SECONDARY (4W+G) [T3] 2-SETS [3'C, 3-350KCM, #1G] 600 CKT ID CONDUIT AND WIRE CKT AMPS [U31 2-SETS [3"C, 3-500KCM, 41/0G] 700 [30L] 2'C, 441, #6G 100 [V3] 3-SETS [3'C, 3-300KCM, 41/0G] 800 [45L] 2'C, 441/0, #6G 150 [YJ3] 3-SETS [WC, 3-500KCM, #2/0G] 1000 [75L] 2-1/2"C, 4#4/0, 42G 225 [X31 4-SETS [3"C, 3-350KCM, #3/0G] 1200 [112L] 2-SETS [2-1/2"C, 4#3/0, #1/06] 400 [Y3) 4-SETS [4'C, 3-600KCM, 44/0G1 1600 [150L] 2-SETS [3'C, 4-35OKCM, #2/0G] 600 [Z3] 5-SETS [4'C, 3-600KCM, 250KCM G] 2000 [225L] 3-SETS [3'C, 4-300KCM, #2/OG] 800 34, 4W+G (6 WIRES TOTAL) (200% NEUTRALS) [300L] 3-SETS [4'C, 4-500KCM, 82/0G] 1000 [2E4] 1-1/2'C, 344, 244N, #BG 60 (500L] 4-SETS [4"C, 4-600KCM, 44/0G] 1600 [2N4] 3"C, 3-250KCM, 2-250KCM N. #1/0G 200 [750L] 6-SETS [4"C, 4-600KCM, 250KCM G] 2500 [2R4] 2-SETS [3"C, 3-250KCM, 2-250KCM N, 41/0G1 400 [2T4] 2-SETS [4'C, 3-500KCM, 2-500KCM N, 42/0GI 600 [2V4) 3-SETS [3-1/2"C, 3-400KCM, 2400KCM N, #3/0G] 600 TO UTILITY TRANSFORMER (E)PA 208/ 120V SEC 1 (E)PA 208/ 120V SEC 2 (E)PA 208/ 120V EC 3 XFMR (E)TA (E 480/ 277V 911 208/ 120V 208 120V L__J L_ J 200A ENCLOSED CIRCUIT BREAKER 1600A BUS TRANSFORMER TE (E)PC 208/ 120V SEC (E)PC 208/ 120V SEC 2 (E LE 480/ 277V 1 (E PE 208/ 120V 3)200 AF 200/3 1 TRANSFORMER TF (E)PD 208 120V SEC 1 E)PD 208/ 120V SEC 2 (E C2 208/ 120V 400A BUS 1 400A ENCLOSED GB XFMR (E)TK (E)K 208/ 120V SEC 1 (E)K 208/ 120V SEC 2 (3)400 AF (3)175 AF 400/3 200/3 (E)MAIN SWITCHBOARD OELECTRICAL DEMOLITION PARTIAL ONE LINE DIAGRAM NTS 100A SPARE 60A SPARE 60A SPARE (3)200 AF (, (3)100 AF (, (3)60 AF ( (3)60 AF 200/3 j 100/3 / 60/3 j 60/3 (E) DISTRIBUTION PANEL 'DP' (E)S 208/ 120V XFMR (E)TS 1 (E)MP 208/ 120V (E)M 480/ 277V SEC 1 (E)M 480/ 277V SEC 2 (E M 480/ 277V SEC 3 0 i' (3)100 AF 7 100/3 ) 600/3 1 (3)600 AF XFMR (E)TM 4- 60A SPACE 400A SPACE 4- 200A SPACE 4-200A SPACE 4-100A SPACE GENERAL NOTES 1. REFER TO PANEL SCHEDULES, SHEETS EX.XX - EX.XX, AND LIGHTING CONTROL PANEL RELAY SCHEDULES, SHEET EX.XX. DEMOLITION PLAN NOTES 0 EXISTING PANEL TO BE REMOVED. REMOVE CONDUIT AND CONDUCTORS BACK TO SOURCE. 02 EXISTING TRANSFORMER TO BE REMOVED. REMOVE CONDUIT AND CONDUCTORS BACK TO SOURCE. EXISTING SWITCH AND FUSES TO REMAIN. 0 EXISTING CIRCUIT BREAKER TO REMAIN AND BE REUSED TO FEED NEW PANEL IN BLDG A COMMONS. SEE SHEET E3.11 FOR EXACT LOCATION. 0 EXISTING SWITCH AND FUSES TO REMAIN. 'FOR CODE CC:;)PLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com V V TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com QV,;(y11 er RECEIVED '<<:0 CITY OF TUKWILA REVISION DATE Design: Drawn: Checked: Project No. AH BT RA 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title ELECTRICAL DEMOLITION ONE LINE DIAGRAM raving Number Nuv 02 2018 PERMIT CENTER t LIGHTING CONTROL ZONES: GENERAL NOTES 1. PROVIDE UNSWITCHED CURRENT CARRYING CONDUCTOR TO ALL EMERGENCY LIGHT FIXTURES.. PLAN NOTES O EXTEND CONDUIT AND CONDUTORS TO RELOCATED LIGHT FIXTURES. rolluda architects 'MANUAL ON' OCCUPANCY SENSOR ZONE LIGHT FIXTURES IN ROOM CONTROLLED VIA 'MANUAL ON' / 'AUTOMATIC OFF' LOW VOLTAGE LOCAL OCCUPANCY SENSOR(S). NOT CONTROLLED VIA THE LIGHTING CONTROL PANEL. WHERE AUTOMATIC DAYLIGHT HARVESTING IS REQUIRED BY CODE: WHERE ADJACENT TO VERTICAL OR HORIZONTAL FENESTRATION, LIGHT FIXTURES WILL HAVE DAYLIGHTING OVERRIDE CONTROLS THAT AUTOMATICALLY RESPOND TO THE QUANTITY OF INCOMING DAYLIGHT. DAYLIGHTING ZONE 1 (PRIMARY) A. DAYLIGHT CONTROL TYPE = CLOSED LOOP, CONTINUOUS DIMMING (0 - 10V). B. FOOTCANDLE SETPOINTS: B.A. LAB SPACES B.B. NON -LAB CLASSROOMS AND OFFICES B.C. CORRIDOR/ COMMON AREAS DAYLIGHTING ZONE 2 (SECONDARY) A. B. B.A. B.B. B.C. = 50fc = 35fc = 15fc DAYLIGHT CONTROL TYPE = CLOSED LOOP, CONTINUOUS DIMMING (0 - 10V). FOOTCANDLE SETPOINTS: LAB SPACES NON -LAB CLASSROOMS AND OFFICES CORRIDOR/ COMMON AREAS ILL L ! L- LL -IL = 50fc = 35fc = 15fc ILL 'We 4, i "LLL. LL L LLL ,P� LLLLLLI__ LLLL LLLL LLLL 1 1 1 1 LL\ LLL LLLL L-LL 4L-LIL LOLL Lu_LLLL � � � .' L ILLLL L+CELL �' LLL-LI LLLLL LLLLLL-s LLILLLLLLLLLL v L_LLLLLL LLa_LLLLIL LLLLL��.�. LLL) LL-LL LLLCILLLLLlL LLTULL:�':.. L-LECLELL LLLLLLLLLLL-LLLL—LLLL-L L.L L.II gII aL L L'_ L LL, L L LL,Ie _LI_LLLLLLLIL ' LLLLLLLIJLLLLLLLLLLLLL. _LLLLLL'LLI--LLLLLLLL LLL-t�;LLLL;LtLLLLLr1.=l- LLLLLLLLL/ LLL_L--LLL-LLLLL_LI LLI;-L(_I_ _LLL)! LLLLLIrLLLLLLLLLLULLLLLLLLLLLL LLLL'_LL-LL-LLLLLTIELLL1_!LUL-'.L=LLL L:I I1 LLLLLI A,_ 1 . _ .' !U_a Li Li L f TIME CLOCK AND OCCUPANCY ZONE LIGHT FIXTURES ENABLED/DISABLED VIA TIMECLOCK PER C405.2.2.1 AFTER HOURS LIGHT FIXUTURES WILL BE AUTOMATIC ON VIA 2-HOUR OVERIDE SWITCH LOCATED AT ACCESSIBLE LOVATION. WHERE AUTOMATIC DAYLIGHT HARVESTING IS REQUIRED BY CODE: WHERE ADJACENT TO VERTICAL OR HORIZONTAL FENESTRATION, LIGHT FIXTURES WILL HAVE DAYLIGHTING OVERRIDE CONTROLS THAT AUTOMATICALLY RESPOND TO THE QUANTITY OF INCOMING DAYLIGHT. DAYLIGHTING ZONE 1 (PRIMARY) A. DAYLIGHT CONTROL TYPE = CLOSED LOOP, CONTINUOUS DIMMING (0 - 10V). B. FOOTCANDLE SETPOINTS: B.A. LAB SPACES B.B. NON -LAB CLASSROOMS AND OFFICES B.C. CORRIDOR/ COMMON AREAS = 50fc = 35fc = 15fc DAYLIGHTING ZONE 2 (SECONDARY) A. DAYLIGHT CONTROL TYPE = CLOSED LOOP, CONTINUOUS DIMMING (0 - 10V). B. FOOTCANDLE SETPOINTS: BA LAB SPACES B.B. NON -LAB CLASSROOMS AND OFFICES B.C. CORRIDOR/ COMMON AREAS = 50fc = 35fc = 15fc LOCAL LINE VOLTAGE SWITCH ZONE {ELECTRICAUTELECOMMUNICATIONS ROOMS) • LIGHT FIXTURES IN EACH ROOM CONTROLLED VIA LOCAL LINE VOLTAGE SWITCH. • NOT CONTROLLED VIA THE LIGHTING CONTROL PANEL. DASHED OUTLINE REPRESENT S AFTER HOURS OVERIDE ZONE (CORRIDORS/LOBBY) • SWITCH SHALL ENABLE ALL RELAYS CONTROLLING FIXTURES WITHIN ZONE L L LI. LLL LLL r ._1 , r; ;T- I 2 LIGHTING CONTROL ZONE FLOOR PLAN - BLDG A SCALE: 1/8' =1'-0' A4.1 LIGHTING FLOOR PLAN - BLDG A 2. COORDINATE EXACT MOUNTING LOCATION OF ALL LIGHT FIXTURES WITH ARCHITECTURAL PRIOR TO ROUGH -IN. 3. SEE LIGHTING CONTROL DETAILS ON SHEET E5.02. RECEIVED CITY OF TUKWILA NUY 02 2018 rERMIT CENTER D FOR CODE CCMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 10/18/18 TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com w.treswest.com 4626 S. 144TH STREET REVISION 0 1- U) Wco PP = 5o 1-v=l--IW-U_ Design: AH Drawn: AH Checked: SKF Project No. 331-17-01 Issuance PERMIT SET Date: 10-19-2018 DATE OD Drawing Title LIGHTING PLAN - BLDG A Drawing Number 2.11 3 9 02018 ROLLUDA ARC KEYPLAN GENERAL NOTES PLAN NOTES COPYRIGHT O 2018ROLLUOA R2 INV1-1 R2 1L4-1 R1 1 L4-1 R2 iL � R2 o ►�'INVt-1 0 ED 1 L4-1 '^ P 9 SCIENCE LAB B108 R2 ❑q -1❑P 1 oL41 'I':i NV1-2 �--�R2 R2 _ �p-}pL44 NV SCIENCE_ PREP B106 R1— 1L4-1 m . ' R2 R2 4.1 R2 � INw-, 1 L4-1 R2 INV1-1 SCIENCE 00 LAB R2 INV1-1 R2 R2 L4T R2 1L4-1 fNVi=f 11IILLJJJJJJc R2 1L4-1 R2 INV1-1 9 LIGHTING FLOOR PLAN - FIRST FLOOR BLDG B L9 N t1 �! 1L45— 0 ® LD X 1 L4-1 D1E R1 1L45 1L4-1 INV1-2 W1EI —X 1L4-5 INV1-2 INV1-2 L10 ®X 1L4-3 PiUSIC O W1E P1 1 L4-3 e P1 INV1.1 a P1 INV1-1 P1 1L4-3 P1 1 L4-3 a _ I P I( L4 S1 '— R1 R1 R1 INV1-2 O 1L4-3 0 1L4-31 01L4-3 C _h h i ' \ s1 , 1' t C ICE 3FFICE L9 B113-,: 1L4-5 I . L7 1 ; ® R2. 1L4-5 11 LH1 GIRLS LH1 INV1-1 t _ _-_---__ ;• L23 WVt 1-I-^�a^t,;i 1L4-3 hk 9 1L4-3 �Bi i t 1 L4-5 k—' ,— 1L4-1 ': SHARED SPACE B100 6-...- 1 L 1 4. 1 L4-5 X 1 L4-1 R2 INV1-1 INV1-2 INV1-2 INV1-2 INV1-2 INV1-2 1L4-5 INV1-2 0 LD_ X 1L4-3 P1 INV1-1 1 �- i<1mI AFL LEARNING - LAB P1 1 L4-3 0 P1 1L4-3 m P1 1 L4-3 P1 INV1-1 Vs R1 1L4-3 W2E P1 pp, INV1-1o' a P1 1L4-3 R1 I 1 L4-3 Fo W2E 1- 1. PROVIDE UNSWITCHED CURRENT CARRYING CONDUCTOR TO ALL. EMERGENCY LIGHT FIXTURES. 2. COORDINATE EXACT MOUNTING LOCATION OF ALL LIGHT FIXTURES WITH ARCHITECTURAL PRIOR TO ROUGH -IN. 3. SEE LIGHTING CONTROL DETAILS ON SHEET E6.02. O ROUTE THRU LIGHTING CONTROL PANEL. O MASTER OVERIDE SWITCH FOR CORRIDOR FIXTURES. RECEIVED CITY OF TUKWILA N11V 02 2018 I- RMIT CENTER FOR CODE CC%,IPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION KEYPLAN rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 10/18/18 TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com 4626 S. 144TH STREET REVISION DATE Design: AH Drawn: AH Checked: SKF Project No. 331-17-01 Issuance PERMIT SET Date: 10-19-2018 Drawing Title LIGHTING PLAN - FIRST FLOOR BLDG B Drawing Number LIGHTING CONTROL ZONES: i -.1,, ,044 0 1 0 10 - -•i•i iwI • ®••e'rao1 40101444010110110414 • Nook 0•••0P0001.0480•00 wiebal + + ®•®2s4 ®• �511�i • t ®•ate �; ®a •��0ert •••••• ••4 LIGHTING CONTROL ZONE FLOOR PLAN - FIRST FLOOR BLDG B SCALE: 1/8" =1'-0" _LLLL _LLLL _LLLL _LLLL 'MANUAL ON' OCCUPANCY SENSOR ZONE LIGHT FIXTURES IN ROOM CONTROLLED VIA 'MANUAL ON' / 'AUTOMATIC OFF' LOW VOLTAGE LOCAL OCCUPANCY SENSOR(S). NOT CONTROLLED VIA THE LIGHTING CONTROL PANEL. WHERE AUTOMATIC DAYLIGHT HARVESTING IS REQUIRED BY CODE: WHERE ADJACENT TO VERTICAL OR HORIZONTAL FENESTRATION, LIGHT FIXTURES WILL HAVE DAYLIGHTING OVERRIDE CONTROLS THAT AUTOMATICALLY RESPOND TO THE QUANTITY OF INCOMING DAYLIGHT. DAYLIGHTING ZONE 1 (PRIMARY) A. DAYLIGHT CONTROL TYPE = CLOSED LOOP, CONTINUOUS DIMMING (0 - 10V). B. FOOTCANDLE SETPOINTS: B.A. LAB SPACES B.B. NON -LAB CLASSROOMS AND OFFICES B.C. CORRIDOR/ COMMON AREAS = 50fc = 35fc = 15fc DAYLIGHTING ZONE 2 (SECONDARY) A. DAYLIGHT CONTROL TYPE = CLOSED LOOP, CONTINUOUS DIMMING (0 - 10V). B. FOOTCANDLE SETPOINTS: BA LAB SPACES B.B. NON -LAB CLASSROOMS AND OFFICES B.C. CORRIDOR/ COMMON AREAS TIME CLOCK AND OCCUPANCY ZONE = 50fc = 35fc = 15fc LIGHT FIXTURES ENABLED/DISABLED VIA TIMECLOCK PER C405.2.2.1 AFTER HOURS LIGHT FIXUTURES WILL BE AUTOMATIC ON VIA 2-HOUR OVERIDE SWITCH LOCATED AT ACCESSIBLE LOCATION. WHERE AUTOMATIC DAYLIGHT HARVESTING IS REQUIRED BY CODE: WHERE ADJACENT TO VERTICAL OR HORIZONTAL FENESTRATION, LIGHT FIXTURES WILL HAVE DAYLIGHTING OVERRIDE CONTROLS THAT AUTOMATICALLY RESPOND TO THE QUANTITY OF INCOMING DAYLIGHT. DAYLIGHTING ZONE 1 (PRIMARY) A. DAYLIGHT CONTROL TYPE = CLOSED LOOP, CONTINUOUS DIMMING (0 - 10V). B. FOOTCANDLE SETPOINTS: BA. LAB SPACES B.B. NON -LAB CLASSROOMS AND OFFICES B.C. CORRIDOR/ COMMON AREAS DAYLIGHTING ZONE 2 (SECONDARY) A. B. = 50fc = 35fc = 15fc DAYLIGHT CONTROL TYPE = CLOSED LOOP, CONTINUOUS DIMMING (0 - 10V). FOOTCANDLE SETPOINTS: B:: LAB SPACES B NON -LAB CLASSROOMS AND OFFICES B.C.CORRIDOR/ COMMON AREAS = 50fc = 35fc = 15fc LOCAL LINE VOLTAGE SWITCH ZONE (ELECTRICAL/TELECOMMUNICATIONS ROOMS) • LIGHT FIXTURES IN EACH ROOM CONTROLLED VIA LOCAL LINE VOLTAGE SWITCH. NOT CONTROLLED VIA THE LIGHTING CONTROL PANEL. DASHED OUTLINE REPRESENT S AFTER HOURS OVERIDE ZONE (CORRIDORS/LOBBY) SWITCH SHALL ENABLE ALL RELAYS CONTROLLING FIXTURES WITHIN ZONE S:L FOR CODE CCMPLIANCE APPROVED A' 252619 City of Tukwila BUILDING DIVISION 4;1 -4. CJ REcewE ... CITY CF tJK NuV 02 2018 PERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com REVISION DATE Design: AH Drawn: AH Checked: RA Project No. 331-17-01 Issuance PERMIT SET Date: 10-19-2018 Drawing Title LIGHTING CONTROL ZONE PLAN - FIRST FLOOR BLDG B Drawing Number O 2018 ROLLUDAARCHDE GENERAL NOTES PLAN NOTES 1. PROVIDE UNSWITCHED CURRENT CARRYING CONDUCTOR TO ALL EMERGENCY LIGHT FIXTURES. 0 MASTER OVERIDE SWITCH FOR CORRIDOR FIXTURES. rolluda architects 1L4-2 italATH B208 R2 R2 1L4-2 1L4-2 1L4-2 R2 MATH CLASSROOM R2 INV1-3 R2 INV1 1L4-2 X 1L4-2 R2 1L4-2 MATH C. CLASSROOM R2 R2 1L4-2 INV1-3 R2 R2 1L4-2 MATH CLASSROOM INV1-3 2 6 WL4 WL4 INV1-4 WL4 INV1-4 WL4 R2 R2 INV1-3 1L4-2 P2 1L4-6 1L4-6 LIGHTING FLOOR PLAN - SECOND FLOOR BLDG B WL4 1L4-6 SHARED SPACE B200 P2 P2 INV1-4 P2 P2 WL12 WL4 P2 WL4 1L4-6 WL4- WL4 INV1-4 WL7 1L4-6 WL4 1L4-6 LV 1L4-6 R3 P3 INV1-4 P3 0 INV1-3 P3 R2 INV1-3 P1 1L4-4 ART B211 0 PI P1 0 1L4-4 PI LH1 BOYS INV1-3 1 PREP 0 0 P1 1L 1L4-4 INV1-3 1L4-4 MATH B201 R2 1L4-4 2. COORDINATE EXACT MOUNTING LOCATION OF ALL LIGHT FIXTURES WITH ARCHITECTURAL PRIOR TO ROUGH -IN. 3. SEE LIGHTING CONTROL DETAILS ON SHEET E6.02. RECEIVED CITY OF TUKWILA PERMIT CENTER CODE CC;OLIANCE APPROVED City of Tukwila BUILDING DIVISION 9,9 architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TRES WEST ENGINEERS, INC. Phone: 253.472.3300 0 1±11 o o o S. 144TH STREET ire LIJ co REVISION DATE Design: AH Drawn: AH Checked: SKF Project No. 331-17-01 Issuance PERMIT SET Date: 10-19-2018 Drawing Title LIGHTING PLAN - SECOND FLOOR BLDG B rawing Number KEYPLAN LIGHTING CONTROL ZONES: rolluda architects LLLL LL L_ L L Lra LLL(_ l LLL{L': LLIi"�!! LLLL LLLLL LLL L LLLL LLLIrL LLL L L L I !� 0 LIGHTING CONTROL ZONE FLOOR PLAN - SECOND FLOOR BLDG B SCALE: 1/8' = P-0" IIflF�i�� N�-��I !NOON a® 9 OW Ly� )4040404 tl_ T 11111111111111111111111110141 NI s�®ram. _LLLL _LLLL _LLLL _LLLL 'MANUAL ON' OCCUPANCY SENSOR ZONE LIGHT FIXTURES IN ROOM CONTROLLED VIA' MANUAL ON' / 'AUTOMATIC OFF LOW VOLTAGE LOCAL OCCUPANCY SENSOR(S). NOT CONTROLLED VIA THE LIGHTING CONTROL PANEL. WHERE AUTOMATIC DAYLIGHT HARVESTING IS REQUIRED BY CODE: WHERE ADJACENT TO VERTICAL OR HORIZONTAL FENESTRATION, LIGHT FIXTURES WILL HAVE DAYLIGHTING OVERRIDE CONTROLS THAT AUTOMATICALLY RESPOND TO THE QUANTITY OF INCOMING DAYLIGHT. DAYLIGHTING ZONE 1 (PRIMARY) A. DAYLIGHT CONTROL TYPE = CLOSED LOOP, CONTINUOUS DIMMING (0- 10V). B. FOOTCANDLE SETPOINTS: B.A. LAB SPACES B.B. NON -LAB CLASSROOMS AND OFFICES B.C. CORRIDOR/ COMMON AREAS = 50fc = 35fc =15fc DAYLIGHTING ZONE 2 (SECONDARY) A. DAYLIGHT CONTROL TYPE = CLOSED LOOP, CONTINUOUS DIMMING (0 - 10V). B. FOOTCANDLE SETPOINTS: B.A. LAB SPACES B.B. NON -LAB CLASSROOMS AND OFFICES B.C. CORRIDOR/ COMMON AREAS TIME CLOCK AND OCCUPANCY ZONE = 50fc = 35fc = 15fc LIGHT FIXTURES ENABLED/DISABLED VIA TIMECLOCK PER C405.2.2.1 AFTER HOURS LIGHT FIXUTURES WILL BE AUTOMATIC ON VIA 2-HOUR OVERIDE SWITCH LOCATED AT ACCESSIBLE LOCATION. WHERE AUTOMATIC DAYLIGHT HARVESTING IS REQUIRED BY CODE: WHERE ADJACENT TO VERTICAL OR HORIZONTAL FENESTRATION, LIGHT FIXTURES WILL HAVE DAYLIGHTING OVERRIDE CONTROLS THAT AUTOMATICALLY RESPOND TO THE QUANTITY OF INCOMING DAYLIGHT. CD DAYLIGHTING ZONE 1 (PRIMARY) A. DAYLIGHT CONTROL TYPE = CLOSED LOOP, CONTINUOUS DIMMING (0 - 10V). B. FOOTCANDLE SETPOINTS: B.A. LAB SPACES B.B. NON -LAB CLASSROOMS AND OFFICES B.C. CORRIDOR/ COMMON AREAS = 50fc = 35fc = 15fc DAYLIGHTING ZONE 2 (SECONDARY) A. DAYLIGHT CONTROL TYPE = CLOSED LOOP, CONTINUOUS DIMMING (0 - 10V). B. FOOTCANDLE SETPOINTS: B A LAB SPACES B B NON -LAB CLASSROOMS AND OFFICES B C CORRIDOR/ COMMON AREAS = 50f c = 35fc = 15fc LOCAL LINE VOLTAGE SWITCH ZONE (ELECTRICAL/TELECOMMUNICATIONS ROOMS) • LIGHT FIXTURES IN EACH ROOM CONTROLLED VIA LOCAL LINE VOLTAGE SWITCH. NOT CONTROLLED VIA THE LIGHTING CONTROL PANEL. DASHED OUTLINE REPRESENT S AFTER HOURS OVERIDE ZONE (CORRIDORS/LOBBY) • SWITCH SHALL ENABLE ALL RELAYS CONTROLLING FIXTURES WITHIN ZONE TOR CODE COMPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NuV 02 2018 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409.7315 Phone: 253.472.3300 www.treswest.com —J F 0 //0_ oo J 0 0 0 0 U� 00 W I— J Q O) 4626 S. 144TH STREET W REVISION DATE Design: AH Drawn: AH Checked: RA Project No. 331-17-01 Issuance PERMIT SET Date: 10-19-2018 Drawing Title LIGHTING CONTROL ZONE PLAN - SECOND FLOOR BLDG B Drawing Number ..G GENERAL NOTES 1. PROVIDE UNSWITCHED CURRENT CARRYING CONDUCTOR TO ALL EMERGENCY LIGHT FIXTURES. rolluda architects a a 10/17/2018 8:39:30 AM LIGHTING PLAN - PARTIAL BLDG C C8 2. COORDINATE EXACT MOUNTING LOCATION OF ALL LIGHT FIXTURES WITH ARCHITECTURAL PRIOR TO ROUGH -IN. 3. SEE LIGHTING CONTROL DETAILS ON SHEET E6.02. ED rr PLAN NOTES 0 CONNECT TO NEAREST EXISTING LIGHTING CIRCUIT. PROVIDE CONDUIT AND CONDUCTORS AS REQUIRED. 0 CONNECT TO NEAREST EXISTING EXTERIOR LIGHTING CIRCUIT. PROVIDE CONDUIT AND CONDUCTORS AS REQUIRED. RECEIVE( CITY OF TUKWILA Nov 02 2010 e>ERNIIT CENTER RJDFOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com o E (,) 1-11-Jo Oio Ct U-I < < 0 I- CO 4626 S. 144TH STREET 0 cn p al Lil c0 0 F- ctTE; 0 0 U) cy) C9 nzr EI3 § r.c. LU REVISION DATE Design: AH Drawn: AH Checked: SKF Project No. 331-17-01 Issuance PERMIT SET Date: 10-19-2018 Drawing Title LIGHTING PLAN - PARTIAL BLDG C rawing Number 31 KEYPLAN LIGHTING CONTROL ZONES: alterMS Elec V16 anhtreswesLM C:\Users\anh\Dowmentz1 10/17/20188:39:30 AM GlITO 2018 ROLLUDA ARCHITECTS. INC. ) ) I —1-•-[ LIGHTING CONTROL ZONE FLOOR PLAN - PARTIAL BLDG C SCALE: 118" = 1'-0" _LLLL _LLLL _LLLL _LLLL 'MANUAL ONOCCUPANCY SENSOR ZONE LIGHT FIXTURES IN ROOM CONTROLLED VIA 'MANUAL ON' / 'AUTOMATIC OFF LOW VOLTAGE LOCAL OCCUPANCY SENSOR(S). NOT CONTROLLED VIA THE LIGHTING CONTROL PANEL. WHERE AUTOMATIC DAYLIGHT HARVESTING IS REQUIRED BY CODE: WHERE ADJACENT TO VERTICAL OR HORIZONTAL FENESTRATION, LIGHT FIXTURES WILL HAVE DAYLIGHTING OVERRIDE CONTROLS THAT AUTOMATICALLY RESPOND TO THE QUANTITY OF INCOMING DAYLIGHT. DAYLIGHTING ZONE 1 (PRIMARY) A. DAYLIGHT CONTROL TYPE = CLOSED LOOP, CONTINUOUS DIMMING (0 - 10V). B. FOOTCANDLE SETPOINTS: B.A. LAB SPACES B.B. NON -LAB CLASSROOMS AND OFFICES B.C. CORRIDOR/ COMMON AREAS 50fc 35fc = 15fc DAYLIGHTING ZONE 2 (SECONDARY) A. DAYLIGHT CONTROL TYPE = CLOSED LOOP, CONTINUOUS DIMMING (0 - 10V). B. FOOTCANDLE SETPOINTS: B.A. LAB SPACES B.B. NON -LAB CLASSROOMS AND OFFICES B.C. CORRIDOR/ COMMON AREAS TIME CLOCK AND OCCUPANCY ZONE = 50fc = 35fc = 15fc LIGHT FIXTURES ENABLED/DISABLED VIA TIMECLOCK PER C405.2.2.1 AFTER HOURS LIGHT FIXUTURES WILL BE AUTOMATIC ON VIA 2-HOUR OVERIDE SWITCH LOCATED AT ACCESSIBLE LOCATION. WHERE AUTOMATIC DAYLIGHT HARVESTING IS REQUIRED BY CODE: WHERE ADJACENT TO VERTICAL OR HORIZONTAL FENESTRATION, LIGHT FIXTURES WILL HAVE DAYLIGHTING OVERRIDE CONTROLS THAT AUTOMATICALLY RESPOND TO THE QUANTITY OF INCOMING DAYLIGHT. DAYLIGHTING ZONE 1 (PRIMARY) A. DAYLIGHT CONTROL TYPE = CLOSED LOOP, CONTINUOUS DIMMING (0 - 10V). B. FOOTCANDLE SETPOINTS: B.A. LAB SPACES B.B. NON -LAB CLASSROOMS AND OFFICES B.C. CORRIDOR/ COMMON AREAS = 50fc = 35fc = 15fc DAYLIGHTING ZONE 2 (SECONDARY) A. DAYLIGHT CONTROL TYPE = CLOSED LOOP, CONTINUOUS DIMMING (0 - 10V). FOOTCANDLE SETPOINTS: BA B.B. B.C. LAB SPACES NON -LAB CLASSROOMS AND OFFICES CORRIDOR/ COMMON AREAS = 50fc = 35fc = 15fc LOCAL LINE VOLTAGE SWITCH ZONE (ELECTRICAUTELECOMMUNICATIONS ROOMS) LIGHT FIXTURES IN EACH ROOM CONTROLLED VIA LOCAL • LINE VOLTAGE SWITCH. NOT CONTROLLED VIA THE LIGHTING CONTROL PANEL. DASHED OUTLINE REPRESENT S AFTER HOURS OVERIDE ZONE (CORRIDORS/LOBBY) • SWITCH SHALL ENABLE ALL RELAYS CONTROLLING FIXTURES WITHIN ZONE (vLD FOR CODECCIVIPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION SA, z 61/2, "ic(sor:b/".44, RECEIVEu, CITY OF TUKWILki NuV 02 2018 PERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com 0 1- • 0 "E cf) ±I _1 a O a O 2 O O I-U < < 0 (/) S. 144TH STREET r.) cn I-U LU c0 ct 0 a) ch s c • Mc.0DW O .4. I— I— U— REVISION DATE Design: AH Drawn: AH Checked: SKF Project No. 331-17-01 Issuance PERMIT SET Date: 10-19-2018 Drawing Title LIGHITNG CONTROL ZONE PLAN - PARTIAL BLDG C Drawing Number E2.31A GENERAL NOTES PLAN NOTES (E) OFFICE A110 VESTIBULE A100A LIGHTING PLAN - BLDG A ENTRY 1. PROVIDE UNSWITCHED CURRENT CARRYING CONDUCTOR TO ALL EMERGENCY LIGHT FIXTURES. 2. COORDINATE EXACT MOUNTING LOCATION OF ALL LIGHT FIXTURES WITH ARCHITECTURAL PRIOR TO ROUGH -IN. SCALE: 114" 0 Atik) O PROVIDE NEW FIRE ALARM PANEL. RECONNECT ALL EXISTING DEVICES TO REMAIN BACK TO NEW FIRE ALARM PANEL. O CONNECT TO EXISTING CORRIDOR LIGHT CIRCUIT. ROUTE NEW CONDUIT AND CONDUCTORS TO NEAREST EXISTING LIGHT FIXTURE. O EXTENDED EXISTING CONDUIT AND CONDUCTORS TO NEW LIGHT FIXTURES. 0 PROVIDE RESCUE ASSISTANCE BASE STATION. 091 F?ECEIVED CITY OF TUKWILA NUV 02 2018 PERMIT CENTER FOR CODE CC: sPLIANCE APPROVED A?R252019 City of Tukwila BUILDING DIVISION rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com J F U_0 FIX U 0 J J 0 00 02 UQ U J < U) 4626 S. 144TH STREET U cn W CO O O) c? z Vo > cV 0 II--vI=—I---u. REVISION DATE Design: AH Drawn: AH Checked: SKF Project No. 331-17-01 Issuance PERMIT SET Date: 10-19-2018 Drawing Title LIGHTING PLAN - BLDG A ENTRY E2.51 KEYPLAN GENERAL NOTES 1. WALL MOUNTED DEVICES SHALL NOTE BE MOUNTED BACK TO BACK UNLESS PHYSICAL SPACE NECESSITATES IT. IF THESE DEVICES MUST BE MOUNTED BACK TO BACK, PROVIDE SOUND INSULATION IN BOXES. PLAN NOTES O NOT USED rolluda architects ameMs\130103 % 2. DEVICE INSTALLED IN FIRE RATED WALL SHALL REQUIRE ENCLOSURE AROUND DEVICE TO COMPLE RATING OF WALL COORDINATE WITH ALL TRADES, SEAL CONDUIT PENETRATIONS WITH APPROVED FIRE STOPPING MATERIALS. SEE ARCHITECTURAL CODE SHEETS FOR ADDITIONAL INFORMATION. 3. FINAL LOCATION OF EQUIPMENT DISCONNECTS/CONTROLLERS SHALL BE COORDINATED WITH ALL TRADES PRIOR TO ROUGH -IN. NEC REQUIRED CLEARANCES SHALL BE MAINTAINED. A UNISTRUT ASSEMBLY SHALL BE CONSTRUCTED FOR ALL DISCONNECT/CONTROLLERS WHICH CANNOT BE LOCATED ON BUILDING STRUCTURE. PROVIDE ALL MATERIALS AS REQUIRED. 4. SEE ELECTRICAL MECHANICAL SCHEDULES FOR ADDITIONAL REQUIREMENTS FOR MECHANICAL EQUIPMENT. (E) PNL 'LA'. (E) 200A DISCONNECT POWER FLOOR PLAN - BLDG A v'el.:Ls FOR CODE CCMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NUV 02 2818 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACO/AA, WA 98409-7315 Phone:253.472.3300 www.treswest.com S. 144TH STREET g.71� co I-� REVISION DATE Design: AH Drawn: AH Checked: SKF Project No. 331-17-01 Issuance PERMIT SET Date: 10-19-2018 Drawing Title POWER PLAN - BLDG A KEYPLAN G1R®2018ROLLUOA ARC C' 1P21-9 A 1P21-11 A �1P21-9 c'CC1E€SCE • 1P21-11 ' .. C`'A'•== 1P21-9 1P21-11 C 1P21-13 DIGITAL DISPLAY AND , AUDIO ENHANCEMENTS p21-15 j P21-26 f1P21-9 t1P21-12 1P21-14 I' 1 1 P21-4 - REFRIGERATOR t�1P21-2 f1P21-4 --. A +84" IQ 1P21-15 1P21-13 C 1P21-13 1P219 1P2111 P21 11 .- -C._. A-A,kl,/"�1P21-9,11 E�1CAH A 1P2110 1P21-121-10,12414 PREP 1P21-10 B106 1P21-10 1P21-10 1P21-10 1P21-4 C 1P21-6 DIGITAL DISPLAY_AND--=- — AUDIO -ENHANCEMENT 1 P21 81, q 1P21-8 SCIENCE ___ LAB -- B104 C-ttn u{ 1P21-6 j l{ a1P21-26 P21-6,8 1P21-28 SHARED SPACE. B100 1 1P21-28 I,f1P21-2 _ 1P21-4_1P21-2,4 I 1P21-2_, 1P21-261i1 I I A _ 1P2174 C A... 1 . y'� I, I 1P21-28 A i yI 1P21-1 1P21-3 C'• 1P21- A'. `- ' 1P21-3 1P21-1 POWER FLOOR PLAN - FIRST FLOOR BLDG B 1P21-1,3 1 • I. A`ti'1-3 •, - - 1P21-3 1P21-1 _ -- -- -. - 1P21-5,7'. 1P21-5 DIGITAL DISPLAYAND, -o L: AUDIO ENHANCEMENT 1P21 �7 +s4^ B102 r1Pz1-7 1P21-3 1P21-3 _ll 1P21-26 C 1 P21-51 1P21-1 C_:A 1P21-26 VEST B100A CAA 1P21-17 1P2A-17,19 1P2A-17,19 MUSIC ROOM 1 P2A-21,23 1P2A-21,23 L• 1P2A-17,19 1 P2A-21,23• ��µµµiii,,,... DIGITAL DISPLAY AND C AUDIO ENHANCEMENT —I 1P21-23 1P2 -21,23 1P2A-17,19 :1P21-17,19 S ACT!CE 1 P21-27 1P21-27 LS ICES ROOM B107 41P21-28 nib 1 P21-16,18 C"A 1P21-16 C „ 1P2A-19,21 C 1P2A-25,27"'''ra 1C 1P2A-25,27 B 1133 1 P2A-25,27 1 P2A-25,27 C„ c 1P21-25,27 MECHANICAL] —L ELECICUS T 1P21-20,22,24 1 B105 C 84 DIGITAL DISPLAY AND AUDIO ENHANCEMENT- 1P2A-16,18 1P2A-20,24 A C`` 1P21-24 1P2A-20,22 C 1P2A-16,18 1P2A-20,22 __ _1P2A-20,22,; 34) 1 P2A-20,22�# 0 CIO ri I— LU LU 2 co AD GENERAL NOTES PLAN NOTES 1. WHERE TWO CIRCUITS ARE SHOWN AT A CONTROLLED RECEPTACLE, 0 PROVIDE POWER TO FIRE ALARM ANNUCIATOR UNDERLINED CIRCUIT INDICATES THE CONTROLLED CIRCUIT. REFER TO PANEL DETAIL ON SHEET EX01 FOR CONTROLLED RECEPTACLE WIRING. 2. WALL MOUNTED DEVICES SHALL NOTE BE MOUNTED BACK TO BACK UNLESS PHYSICAL SPACE NECESSITATES IT. IF THESE DEVICES MUST BE MOUNTED BACK TO BACK, PROVIDE SOUND INSULATION IN BOXES. 3. DEVICE INSTALLED IN FIRE RATED WALL SHALL REQUIRE ENCLOSURE AROUND DEVICE TO COMPLE RATING OF WALL COORDINATE WITH ALL TRADES, SEAL CONDUIT PENETRATIONS WITH APPROVED FIRE STOPPING MATERIALS. SEE ARCHITECTURAL CODE SHEETS FOR ADDITIONAL INFORMATION. 4. FINAL LOCATION OF EQUIPMENT DISCONNECTS/CONTROLLERS SHALL BE COORDINATED WITH ALL TRADES PRIOR TO ROUGH -IN. NEC REQUIRED CLEARANCES SHALL BE MAINTAINED. A UNISTRUT ASSEMBLY SHALL BE CONSTRUCTED FOR ALL DISCONNECT/CONTROLLERS WHICH CANNOT BE LOCATED ON BUILDING STRUCTURE. PROVIDE ALL MATERIALS AS REQUIRED. 5. SEE ELECTRICAL MECHANICAL SCHEDULES FOR ADDITIONAL REQUIREMENTS FOR MECHANICAL EQUIPMENT. B105 PNL '1P2' DIST. 'DP-B' XFMR ATS 'Z' 200AS/2 OAF ENLARGED FLOOR PLAN - BLDG B ELECTRICAL ROOM B105 B1.2& I CONTROL UNIT ENLARGED FLOOR PLAN - BLDG B ELEVATOR ROOM B105A RECEIVED CITY OF TUKWILA PERMIT CENTER FOR CODE Ca'APLIANCE APPROVED City of Tukwila BUILDING DIVISION KEYPLAN rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TRES WEST ENGINEERS, INC. TACOMA, WA 98409-7315 Phone: 253.472.3300 0 w F- 4626 S. 144TH STREET L11 - co co • c• h REVISION DATE Design: AH Drawn: AH Checked: SKF Project No. 331-17-01 Issuance PERMIT SET Date: 10-19-2018 Drawing Title POWER PLAN - FIRST FLOOR BLDG B E3.21 CHIC 2018 ROLLUDA ARCRRECTS, INC. GENERAL NOTES 1. WHERE TWO CIRCUITS ARE SHOWN AT A CONTROLLED RECEPTACLE, UNDERLINED CIRCUIT INDICATES THE CONTROLLED CIRCUIT. REFER TO DETAIL ON SHEET EX.01 FOR CONTROLLED RECEPTACLE WIRING. rolluda architects DATA CABINET SECURITY HEADEND l - _J INTERCOM HEADEND ACCESS CONTROL HEADEND-- . ELEC B203B PNL'2P2' LTG'INV1' LCP1 PNL'1L4' PNL'1M2' PNL'1M4' XFMR T-1M2' ENLARGED FLOOR PLAN - BLDG B ELEC ROOM B203B SCALE 1/4" =1'-0" !�C C 2P2-19,21 2P2-19,21 MATH CLASSROOM B208 DIGITAL DISPLAY AND -- - AUDIO ENHANCEMENT 2P2-2 2P2-19,21 C,I{Y C 2P2-13,15 c 2P2-19,23 • 2P2-13,15 2P2-19 C 2P2-20 C I 2P2-19,21'� 2P2-19,21 MATH CLASSROOM B206 DIGITAL DISPLAY AND AUDIO ENHANCEMENT 2P2-1 +84" 2P2-13,15 2P2-1,3 C 2P2-1,3 C 2P2-7,9 2P2-13,17 2P2-19,21 2P2-13 2P2-19,21I,23 2P2-20 2P2-13,15 2P2-13,15 2P2-7,9 MATH CLASSROOM Lf�.aa.,;�taM B204 DIGITAL DISPLAY AND AUDIO ENHANCEMENT 2P2-11 F{'84 2P2-7,11 ... C 2P215C 2P2-1,3 \2P2.5 2P2-7,9 C DIGITAL DISPLAY AND AUDIO ENHANCEMENT 2P2-13,1 2P2-13,15,17 2P2-7,9 A 2P2-1 C' 2P2-1,3,5 2P2-1,3 © 2P2-20 B202 2P2-1,3. Ct1. 2P2-1,3 POWER FLOOR PLAN - SECOND FLOOR BLDG B 2P2-1,3 C a 2P2-22 2P2-22 © i ily 2P2-8,10 2P2-8,10 ART ROOM B211 C 2P2.! r-DIGITAL DISPLAY AND +84" AUDIO ENHANCEMENT 2P2-8,12 r,. 2P2-22 2P2-22 2P2-18 KILN B215 BOYS s 1 UOiA 2P2-16 A _. B209 2P2-1641 r R.R.tl '� 2P2-14 B2034 2P2-22 2P2-14,16 2P2-8,10 STAR l� B2C P2-2,4 C 2P2-2,4 C 2P2-2,4 2P2-2,4 2P2-14 2P2-16 PREP B203 A'1'C /RTC 2P2-2 "✓ 2P2-2,4 ViATH CLASS`.^tOO 7 B201 2P2-6 +84^ C ... 2P2-2,6 2P2-14 2P2-2,4 2P2 244 if I 2. WALL MOUNTED DEVICES SHALL NOTE BE MOUNTED BACK TO BACK UNLESS PHYSICAL SPACE NECESSITATES IT. IF THESE DEVICES MUST BE MOUNTED BACK TO BACK, PROVIDE SOUND INSULATION IN BOXES. 3. DEVICE INSTALLED IN FIRE RATED WALL SHALL REQUIRE ENCLOSURE AROUND DEVICE TO COMPLE RATING OF WALL COORDINATE WITH ALL TRADES, SFAI CONDUIT PENETRATIONS WITH APPROVED FIRE STOPPING MATERIALS. SEE ARCHITECTURAL CODE SHEETS FOR ADDITIONAL INFORMATION. 4. FINAL LOCATION OF EQUIPMENT DISCONNECTS/CONTROLLERS SHALL BE COORDINATED WITH ALL TRADES PRIOR TO ROUGH -IN. NEC REQUIRED CLEARANCES SHALL BE MAINTAINED. A UNISTRUT ASSEMBLY SHALL BE CONSTRUCTED FOR ALL DISCONNECT/CONTROLLERS WHICH CANNOT BE LOCATED ON BUILDING STRUCTURE. PROVIDE ALL MATERIALS AS REQUIRED. 5. SEE ELECTRICAL MECHANICAL SCHEDULES FOR ADDITIONAL REQUIREMENTS FOR MECHANICAL EQUIPMENT. PLAN NOTES O PROVIDE CONNECTOIN TO OWNER PROVIDE KILN. COORDINATE CONNECTION REQUIREMENTS PRIOR TO ROUGH IN. RECEIVED CITY OF -f UKWILA NUV 02 2818 PERMIT CENTER F 'viE F'• U FOR CODE COMPLIANCE APPROVED APR 25 2Ci3 City of Tukwila BUILDING DIVISION architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com 0 I- U VJ o J �o O a O 2 o Q w J < 0 4626 S. 144TH STREET REVISION DATE Design: AH Drawn: AH Checked: SKF Project No. 331-17-01 Issuance PERMIT SET Date: 10-19-2018 Drawing Title POWER PLAN - SECOND FLOOR BLDG B 'QDrawing Number 2018 ROLLUDA ARCHRECTS, INC KEYPLAN PLAN NOTES 0 EXTEND EXISTING CONDUIT AND CONDUCTORS TO NEW CU UNIT AS REQUIRED. rolluda architects CU-A06 Z O I CU-A05 O 1 CU-A04 MECHANICAL POWER PLAN - PARTIAL ROOF BLDG A GENERAL NOTES 1. DEVICE INSTALLED IN FIRE RATED WALL SHALL REQUIRE ENCLOSURE AROUND DEVICE TO COMPLE RATING OF WALL COORDINATE WITH ALL TRADES, SEAL CONDUIT PENETRATIONS WITH APPROVED FIRE STOPPING MATERIALS. SEE ARCHITECTURAL CODE SHEETS FOR ADDITIONAL INFORMATION. 2. FINAL LOCATION OF EQUIPMENT DISCONNECTS/CONTROLLERS SHALL BE COORDINATED WITH ALL TRADES PRIOR TO ROUGH -IN. NEC REQUIRED CLEARANCES SHALL BE MAINTAINED. A UNISTRUT ASSEMBLY SHALL BE CONSTRUCTED FOR ALL DISCONNECT/CONTROLLERS WHICH CANNOT BE LOCATED ON BUILDING STRUCTURE. PROVIDE ALL MATERIALS AS REQUIRED. 3. SEE ELECTRICAL MECHANICAL SCHEDULES FOR ADDITIONAL REQUIREMENTS FOR MECHANICAL EQUIPMENT. I CU-A03 CU-A02 I I CU-A01 1 �'r`�c� rUrt CODE CC ,iPLIANCE APPROVED APR 25 2019 City of Tukwila BUILDING DIVISION 99A 1,y0, F cc�,Gi'.gy4 RECEIVED 9<, ‘ f' CITY OF TUKWILA NUV 02 2018 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com J - 0 HU va of J O CI O 2 U� cow Q < I_ (/*) 4626 S. 144TH STREET REVISION DATE Design: AH Drawn: AH Checked: SKF Project No. 331-17-01 Issuance PERMIT SET Date: 10-19-2018 Drawing Title MECH POWER PLAN - BLDG A PARTIAL ROOF Drawing Number GENERAL NOTES PLAN NOTES O NOT USED 0 OHIO 2018ROLLUDA ARC 8 IFCU-B107I I FCU-B105I IFCU-BIDE] SCIENCE LAB B104 BB MECHANICAL POWER FLOOR PLAN - FIRST FLOOR BLDG B SCALE: 1l8" = T-0" IFCU-B108 FCU-B1041 SHARED SPACE B100 B100A (9) MUSrcIC ROM B109 I FCU-B103I ...I FCU-B102IJF rip B1'11 B113 GIRLS B107 (FCU-B101I LAB L B101 I A✓;-18 II 1. DEVICE INSTALLED IN FIRE RATED WALL SHALL REQUIRE ENCLOSURE AROUND DEVICE TO COMPLE RATING OF WALL COORDINATE WITH ALL TRADES, SEAL CONDUIT PENETRATIONS WITH APPROVED FIRE STOPPING MATERIALS. SEE ARCHITECTURAL CODE SHEETS FOR ADDITIONAL INFORMATION. 2. FINAL LOCATION OF EQUIPMENT DISCONNECTS/CONTROLLERS SHALL BE COORDINATED WITH ALL TRADES PRIOR TO ROUGH -IN. NEC REQUIRED CLEARANCES SHALL BE MAINTAINED. A UNISTRUT ASSEMBLY SHALL BE CONSTRUCTED FOR ALL DISCONNECT/CONTROLLERS WHICH CANNOT BE LOCATED ON BUILDING STRUCTURE. PROVIDE ALL MATERIALS AS REQUIRED. 3. SEE ELECTRICAL MECHANICAL SCHEDULES FOR ADDITIONAL REQUIREMENTS FOR MECHANICAL EQUIPMENT. OFFICE' 1 E100 (E) CUST.STOR RECEIVED CITY OF TUKWILA NO 02 2018 PERMIT CENTER J'rO„ CODE CC:.7i^LIANCE APPROVED APR 252019 City of Tukwila BUILDING DIVISION f KEYPLAN rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com J 0 O U= aU H(/) C2 W 0 J J Io 00 Ot- Uc co w J < O REVISION DATE Design: AH Drawn: AH Checked: SKF Project No. 331-17-01 Issuance PERMIT SET Date: 10-19-2018 Drawing Title MECH POWER PLAN - FIRST FLOOR BLDG B ng Number PLAN NOTES 0 NOT USED rolluda architects came. \180103ShowalterMS_Elec_V16_anhtresw.trvt B4 r . _ 1 ; I I 1 1 1 1 1 — 1 1 1 _ 1 L- MATH CLASSeOM B20 MATH CLASSROOM B206 I FCU-B207 I PCU-B206 I FCU-B2051 7,ATH ©Cl B204 tvb--016211i1' I FCU-B2041 MATH CLASSROOM B202 1" It MECHANICAL POWER FLOOR PLAN - SECOND FLOOR BLDG B SCALE: 1/8.1.-0° 1MR PF-02 ART ROOM B211 I FCU-B2031 !I fin NI tc,TORAGE _ 8213 8215 RESTROOB1 :20: 11-1! I11 I 11 B203A!!!11 Ac-®1A I , 1 1 BC-1 B2 3C PREP - 1FCU-B202 1 1 II ' , , , .. „..... . .„....„ ..7". .. ...... ' 1 1 ' - -- \I\ r!! VEST "I B200A I FCU-B2011 MATH CLASSROOM B201 L •- 1 GENERAL NOTES 1. DEVICE INSTALLED IN FIRE RATED WALL SHALL REQUIRE ENCLOSURE AROUND DEVICE TO COMPLE RATING OF WALL COORDINATE WITH ALL TRADES, SEAL CONDUIT PENETRATIONS WITH APPROVED FIRE STOPPING MATERIALS, SEE ARCHITECTURAL CODE SHEETS FOR ADDITIONAL INFORMATION. 2. FINAL LOCATION OF EQUIPMENT DISCONNECTS/CONTROLLERS SHALL BE COORDINATED WITH ALL TRADES PRIOR TO ROUGH -IN. NEC REQUIRED CLEARANCES SHALL BE MAINTAINED. A UNISTRUT ASSEMBLY SHALL BE CONSTRUCTED FOR ALL DISCONNECT/CONTROLLERS WHICH CANNOT BE LOCATED ON BUILDING STRUCTURE, PROVIDE ALL MATERIALS AS REQUIRED. 3. SEE ELECTRICAL MECHANICAL SCHEDULES FOR ADDITIONAL REQUIREMENTS FOR MECHANICAL EQUIPMENT. RECEIVED CITY OF TUKWILA NUV 02 2018 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com 4626 S. 144TH STREET REVISION DATE Design: AH Drawn: AH Checked: SKF Project No. 331-17-01 Issuance — ' REV iLt.:',!LO FO-R PERMIT SET CODE CCMPLIANCE APPROVED A'R 2 5 2(113 Date: 10-19-2018 City of Tukwila BUILDING DIVISION Drawing Title MECH POWER PLAN - SECOND FLOOR BLDG B ing Number KEYPLAN BE MECHANICAL POWER FLOOR PLAN - ROOF BLDG B L GENERAL NOTES 1. DEVICE INSTALLED IN FIRE RATED WALL SHALL REQUIRE ENCLOSURE AROUND DEVICE TO COMPLE RATING OF WALL COORDINATE WITH ALL TRADES, SEAL CONDUIT PENETRATIONS WITH APPROVED FIRE STOPPING MATERIALS. SEE ARCHITECTURAL CODE SHEETS FOR ADDITIONAL INFORMATION. 2. FINAL LOCATION OF EQUIPMENT DISCONNECTS/CONTROLLERS SHALL BE COORDINATED WITH ALL TRADES PRIOR TO ROUGH -IN. NEC REQUIRED CLEARANCES SHALL BE MAINTAINED. A UNISTRUT ASSEMBLY SHALL BE CONSTRUCTED FOR ALL DISCONNECT/CONTROLLERS WHICH CANNOT BE LOCATED ON BUILDING STRUCTURE. PROVIDE ALL MATERIALS AS REQUIRED. 3. SEE ELECTRICAL MECHANICAL SCHEDULES FOR ADDITIONAL REQUIREMENTS FOR MECHANICAL EQUIPMENT. PLAN NOTES O NOT USED RECEIVED CITY OF TUKWILA NuV 02 2018 PERMIT CENTER FOR CODE CCM^UANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com J 0 U - D Ei cU J J o O 0 0 UCt C J < 0 ^^ vl 4626 S. 144TH STREET REVISION DATE Design: AH Drawn: AH Checked: SKF Project No. 331-17-01 Issuance PERMIT SET Date: 10-19-2018 Drawing Title MECH POWER PLAN - ROOF BLDG B y�r O r [aw �jng Number E4.23 !ONTO 2018ROLLUOA ARC 1 KEYPLAN GENERAL NOTES 1. DEVICE INSTALLED IN FIRE RATED WALL SHALL REQUIRE ENCLOSURE AROUND DEVICE TO COMPLE RATING OF WALL COORDINATE WITH ALL TRADES, SEAL CONDUIT PENETRATIONS WITH APPROVED FIRE STOPPING MATERIALS. SEE ARCHITECTURAL CODE SHEETS FOR ADDITIONAL INFORMATION. 2. FINAL LOCATION OF EQUIPMENT DISCONNECTS/CONTROLLERS SHALL BE COORDINATED WITH ALL TRADES PRIOR TO ROUGH -IN. NEC REQUIRED CLEARANCES SHALL BE MAINTAINED. A UNISTRUT ASSEMBLY SHALL BE CONSTRUCTED FOR ALL DISCONNECT/CONTROLLERS WHICH CANNOT BE LOCATED ON BUILDING STRUCTURE. PROVIDE ALL MATERIALS AS REQUIRED. 3. SEE ELECTRICAL MECHANICAL SCHEDULES FOR ADDITIONAL REQUIREMENTS FOR MECHANICAL EQUIPMENT. MECHANICAL POWER FLOOR PLAN - BLDG C PLAN NOTES PROVIDE POWER TO MOTORIZED HOOPS. RECEIVED CITY OF i'UKWiLA Nuv 02 2018 PERMIT CENTER i-OR CODE COMPLIANCE APPROVED APR 2 5 22313 City of Tukwila BUILDING DIVISION KEYPLAN rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 0/18/18 TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com REVISION DATE Design: AH Drawn: AH Checked: SKF Project No. 331-17-01 Issuance PERMIT SET Date: 10-19-2018 Drawing Title MECH POWER PLAN - PARTIAL BLDG C Drawing Number .31 E. 5 PLAN NOTES O NOT USED rolluda architects IGHT 02018ROLLUDA ED SYSTEMS FLOOR PLAN - BLDG A A4 GENERAL NOTES 1. ROUTE NEW FIRE ALARM DEVICES BACK TO NEW FIRE ALARM CONTROL PANEL OR NEAREST FIRE ALARM DEVICE. FIRE ALARM CONTROL PANEL LOCATED IN BLDG A ROOM A108. SEE SHEET E2.51 FOR EXACT LOCATION. Rari FOR -- CODE CC,„ PLIANCE APPROVED APR 2 5 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUK ILA NUV 02 2018 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 10/18/18 „ES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com REVISION DATE Design: AH Drawn: AH Checked: SKF Project No. 331-17-01 Issuance PERMIT SET Date: 10-19-2018 Drawing Title SYSTEMS PLAN - BLDG A Drawing Number 11 0 GENERAL NOTES PLAN NOTES 0 NOTE 1 10/17)2018 8:41:01AM GHT 2018 ROLLIJDA AR SCIENCE LAB B108 SCIENCE PREP B106 SCIENCE LAIR C) B104 , • I .,„ 117.10111 ;fell k - I SCIENCE LAB _ - - - B102 SYSTEMS FLOOR PLAN - FIRST FLOOR BLDG B / I ; I I I SHARED I SPACE I B100 I (a HT- A4k 0 I I 8111 I AV1 I I ESS I MUSIC -ROOM B109 ; ESS OFFICE B113 ELEV CL B1 d5A 8107 'N2 in 7 41 r==== -•:- -- - 1' — - ---±::':-F7, ----VE---sT ',t''' . ' ' '' .77 MECHANICAL/ 0 ELEC/CUST 0 B105 I AV1 I I 8881 I ESS 2 CREATIVE LEARNING LAB 8101 1. ROUTE NEW FIRE ALARM DEVICES BACK TO NEW FIRE ALARM CONTROL PANEL OR NEAREST FIRE ALARM DEVICE, FIRE ALARM CONTROL PANEL LOCATED IN BLDG A ROOM A108. SEE SHEET E2.51 FOR EXACT LOCATION. RECEIVED CITY OF TUKWILA NuV 02 2018 PERMIT CENTER FoR CODE CCPLIANCE APPROVED ANI 25 2G19 City of Tukwila BUILDING DIVISION KEYPLAN rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com — 1 0 0 0 Ft 5 ILL ij 0 - CD o 0 (i) W < — J < 0 (1) 4626 S. 144TH STREET REVISION DATE Design: AH Drawn: AH Checked: SKF Project No. 331-17-01 Issuance PERMIT SET Date: 10-19-2018 Drawing Title SYSTEMS PLAN - FIRST FLOOR BLDG B Drawing Number E5.21 RIGHT © 2018 ROLLUDA ARCHrTECTS, INC. 8 GENERAL NOTES PLAN NOTES rolluda architects CAUsers‘arthlt,ocumentsl1801 10/17/2018 8:41:16 AM 0 1 B4 MATH CLASSROOW 8208 MATH CLASSROOM 0 B206 t it ID ccemo----tt C:1 1133 MATH 10 cukssrzooroc: B204 CLASSROOM 4 B202 0 MEM V MIZLI SYSTEMS FLOOR PLAN - SECOND FLOOR BLDG B -Sr aciEl JE-ST SD '11 1 1 I ESSI ,c) I ESS] ART ROOM E211 V ESS I I ESS I e icioo . . ,] STORAGE B215 II 8213 BOYS 00 RESTROOM B209 : 1 S OR I Fl ELL7:1 kJ ' -:::'' ' :::::::: ''''I" -, I B203AC1d 1 ,1 il . 1 il 1. ROUTE NEW FIRE ALARM DEVICES BACK TO NEW FIRE ALARM CONTROL PANEL OR NEAREST FIRE ALARM DEVICE. FIRE ALARM CONTROL PANEL LOCATED IN BLDG A ROOM A108, SEE SHEET E2.51 FOR EXACT LOCATION. .:'1AVC I I ESS I I ESS PREP B203 I ESS iVi4O.TH 2 CLASSROOM B201 I ESS Vag 0 PROVIDE RESCUE ASSISTANCE CALL STATION, PROVIDE WIRING BACK TO RESCUE ASSISTANCE BASE STATION LOCATED IN BUILDING A RECEPTION A108. SEE SHEET E2.51 FOR EXACT LOCAITON. RjLjrJr CODE CCMPLIANCE APPROVED RECEWED CITY OF TUKWILA NUV 02 2018 PERMIT CENTER APR 25 2313 City of Tukwila BUILDING DIVISION KEYPLAN architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com Design: AH Drawn: AH Checked: SKF Project No. 331-17-01 Issuance PERMIT SET Date: 10-19-2018 Drawing Title SYSTEMS PLAN — SECOND FLOOR BLDG B .-tur g Number PLAN NOTES O NOT USED rolluda architects h\DowmeMs\180103_Sho.lterMS_Elec, SYSTEMS FLOOR PLAN - BLDG C GENERAL NOTES 1. ROUTE NEW FIRE ALARM DEVICES BACK TO NEW FIRE ALARM CONTROL PANEL OR NEAREST FIRE ALARM DEVICE. FIRE ALARM CONTROL PANEL LOCATED IN BLDG A ROOM A108. SEE SHEET E2.51 FOR EXACT LOCATION. �h V;ci Ei rOr CODE CC.^LIANCE APPROVED APR 25 2013 City of Tukwila ILDING DIVISION architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 8/18 TRES WEST ENGINEERS TRES WEST ENGINEERS. INC. 2702 SOUTH 42ND STREET, SUITE 301 TACO/VA, WA 98409.7315 Phone: 253.472.3300 www.treswesLcom J F-0 E CA 0 J J0 O 0 0 o Q w J < I- (/) TH STREET v▪ i U U) Wno 0 CO as ? ›rn co 0 0 N N Z �d•YLiXGO co n ILL ( . cr I LL REVISION DATE Design: AH Drawn: AH Checked: SJR Project No. 331-17-01 Issuance PERMIT SET Date: 10-19-2018 Drawing Title SYSTEMS PLAN - PARTIAL BLDG C RECEIVED gi9rawing Number CITY OF TUKWILA NUV 02 2E8 PERMIT CENTER 31 KEYPLAN rolluda architects SMOKE DUCT DETECTOR HVAC CONTROLLER HVAC EQUIPMENT TO > FACP D u SMOKE DUCT DETECTOR / TO FACP DUCTWORK 0 O U 0 AIR RETURN u / \ AIR SUPPLY ®HVAC EQUIPMENT SHUT -DOWN WIRING DIAGRAM N.T.S. NOTES: 1. FIRE ALARM DUCT DETECTORS ARE REQUIRE FOR ALL HVAC UNIT 2000CFM OR ABOVE PER CODE AND AHJ. FIRE ALARM DUCT DETECTORS ARE TYPICALLY SUPERVISORY ALARM MODE, BUT SOME LOCAL AHJ WANT ALARM MODE. COORDINATE WHAT MODE THE AHJ WANTS FOR THIS SITE PRIOR TO FINAL PROGRAMMING AND INSPECTION. 2. IF POSSIBLE IN LARGE HVAC UNITS MOUNT DUCT DETECTOR INSIDE THE HVAC UNIT. LABEL EXTERIOR DOOR WITH NAMEPLATE PER SPEC. 3. LOCATION OF THE FIRE ALARM DUCT DETECTOR SHALL BE MOUNTED MINIMUM OF 3-FEET IN OR ON AIR DUCTS SHALL BE DOWNSTREAM FROM ANY DUCT OPENINGS, DEFLECTION PLATS, SHARP BENDS OR BRANCH CONNECTIONS. 4. THIS DETAIL SHOWS THE SHUT DOWN OF HVAC UNIT UPON FIRE ALARM DUCT DETECTOR ALARM OR SUPERVISORY MODE AS REQUIRED TO BE CONTROLLED BY CODE. 5. PROVIDE LOCAL OVERRIDE OF THE HVAC UNIT, CONDUIT, WIRING, AND CONNECTIONS AS REQUIREMENT PER CODE. 6. FIRE ALARM CONTRACTOR TO PROVIDE DUCT DETECTOR TO MECHANICAL CONTRACTOR TO BE INSTALL AND ELECTRICAL CONTRACTOR WIRE ALL CONNECTIONS TO THE HVAC UNITS AND DUCT DETECTORS. 7. MOUNT DUCT DETECTORS PER CODE AND IN ACCESSIBLE SPACE. PROVIDE REMOTE TEST/LED ANNUNCIATOR FOR ANY DUCT DETECTOR THAT IS ABOVE DROP CEILING AND HAS HARD ACCESS. 8. PROVIDE DUCT DETECTOR FOR ALL FIRE/SMOKE DAMPER WITHIN 3-FEET OF DAMPER AS REQUIRED BY AHJ AND CODES. 9. PROVIDE NAMEPLATE REFER TO SPEC ON ACCESS POINT AND NEXT TO DROP CEILING TILE. 10. PROVIDE A WRITTEN DETAIL DESCRIPTION OF EACH DUCT DETECTOR LOCATION TO DIRECT A PERSON TO THAT LOCATION IN THE CLOSEOUT DOCUMENTS. ROOF ATTIC UPPER LEVEL PROVIDE CONNECTION TO ELEV. RECALL TO FACP MAIN RECALL RELAY ALTER RECALL RELAY HAT RECALL RELAY ELEVATOR SHUNT TRIP POWER LOSS POINT LOWER LEVEL. SMOKE HAT RECALL SHUNT TRIP HEAT - WITHIN 18" OF SPKLR HEAD SHUNT TRIP HEAT DETECTOR MONITORING EMERG. ELEV. RETURN UNIT ELEV. CONTROL PANEL ELEVATOR MOTOR ELEVATOR MOTOR ALTER RECALL EVATOR CAB !. FD 135 PROVIDE CONNECTION TO SHUNT TRIP SWITCH ID O ELEVATOR LOBBY MAIN RECALL ELEVATOR LOBBY ALTER RECALL ELEVATOR ROOM ELEVATOR SHAFT E OELEVATOR RECALL AND SHUNT TRIP DIAGRAM N.T.S. PROVIDE FUSIBLE SHUNT TRIP SWITCH WITH AUXILIARY RELAYS. REFER TO ONE -LINE DIAGRAM, SHEET E8.01, FOR SIZE. PROVIDE BUSSMANN #PS (POWER MODULE SWITCH) FOR ELECTRICAL SERVICE TO ELEVATOR, SHUNT -TRIP CONTROL & POWER LOSS RELAY. (LOCATED IN ELEVATOR MACHINE ROOM) VATOR LOBBY NOTES: 1. FA TO PROVIDE ADDRESSABLE SMOKE DETECTORS IN ELEVATOR MACHINE ROOM, IN FRONT OF ELEVATOR LOBBY DOOR OPENING, TOP OF SHAFT FOR ELECTRICAL RECALL PROGRAM FUNCTIONS. FA TO PROVIDE THREE (3) ADDRESSABLE RELAY MODULES FOR ELECTRICAL RECALL MAIN, ALTERNATE, HAT PRO GRAM FUNCTIONS PER ELEVATOR CODE. CONTRACTOR TO PROVIDE COMPLETE WIRING AND CONNECTIONS TO ELEVATOR CONTROLLER FOR COMPLETE OPERATION OF RECALL SYSTEM. 2. FA TO PROVIDE DUAL 120V RATED FIXED HEAT 135'F DETECTORS FOR ELEVATOR SHUNT TRIP CONTROL FA TO PROVIDE ADDRESSABLE MINI POINT MODULES TO MONI TOR HEAT DETECTORS PE R ELEVA TOR CODE. FA TO PROVIDE ADDRESSABLE POINT MODULE TO MONITOR SHUNT TRIP POWER LOSS PER ELEVATOR CODE. CONTRACTOR TO PROVIDE COMPLETE CONNECTIONS TO SHUNT TRIP COIL IN SWITCH, RELAY, AND POWER INDICATION LED LIGHT. PROVIDE NAMEPLATES ADJACENT TO DETECTORS "DO NOT TEST". 3. CONTRACTOR TO COORDINATE CONNECTION REQUIREMENTS WITH ELEVATOR SUPPLIER/CONTRACTOR PRIOR TO WORK. 4. CONTRACTOR TO PROVIDE COMPLETE POWER AND CONTROL CONNECTIONS TO ELEVATOR SYSTEM FOR COMPLETE OPERATION PER THE MANUFACTURER'S INSTRUCTIONS, WIRING DIAGRAMS, AND ALL CODES. RECONNECT EXISTING TWO (2) TELEPHONE LINES (E)POST INDICATOR VALVE & VAULT TAMPER SWITCHES (E)BACKFLOW TAMPER SWITCHES (E)WET FIRE SPRINKLER RISER TAMPER SWITCHES (E)WET FIRE SPRINKLER RISER FLOW SWITCHES .� (E)WET FIRE SPRINKLER RISER TAMPER SWITCHES (E)WET FIRE SPRINKLER RISER FLOW SWITCHES (E)DRY FIRE SPRINKLER RISER TAMPER SWITCH .. (E)DRY FIRE SPRINKLER RISER HI -LOW AIR SWITCH (E)DRY FIRE SPRINKLER RISER FLOW SWITCHES (E)DRY FIRE SPRINKLER RISER TAMPER SWITCH. (E)DRY FIRE SPRINKLER RISER HI -LOW AIR SWITCH (E)DRY FIRE SPRINKLER RISER FLOW SWITCHES (E)EMCS CONTROL EXISTING PRINTER DED. CKT CONTROL RELAY ©n o 0 CONTROL RELAY 111 RETURN (E)DOOR HOLDER CIRCUIT PROVIDE AND CONNECT ® TO 120VAC POWER J♦ J♦ J . (E)FIRE/SMOKE DAMPER CIRCUIT A, U (E)FIRE ALARM AUDIONISUAL ALARM CIRCUIT TYPICAL EXISTING FIRE ALARM SLC DEVICES AND DETECTORSLOOP SD OH D (E) REMOTE INDICATING LIGHT TO SIGNAL SMOKE DUCT DETECTOR ACTIVATION. MOUNT IN CEILING BELOW UNIT. (E) CONNECTION TO DUCT SMOKE DETECTORS FOR ALL MECHANICAL UNITS OF 2000 CFM AND OVER SEE MECH DRAWING EQUIP. SCHEDULES. HVAC (E)HVAC DDC CONTROL PANEL FOR HVAC SHUT DOWN ELEVATOR DUAL HEAT DETECTOR MONITORING MODULE SHUNT TRIP F AC POWER ©El ELEVATOR SHUNT TRIP POWER LOSS MONITORING MODULE 120VAC ELEVATOR ELEVATOR MAIN ALTER RECALL RECALL CONTROL CONTROL RELAY RELAY A A NEW FIRE ALARM SLC LOOP DEVICES AND DETECTORS FAA (N)FIRE ALARM REMOTE LCD ANNUNCIATOR ELEVATOR HAT RECALL CONTROL RELAY IFIRE ALARM SLC LOOP M DEVICES AND DETECTORS > /, DEDICATED 120V CIRCUITS, SEPARATE HOME RUN AND INSULATED GROUND. NEW EST 101000 F.A. PANEL EXISTING FA -NAG PANEL EXISTING FA-NAC PANEL BATTERY CABINET Q FIRE ALARM SYSTEM ONE -LINE DIAGRAM N.T.S. AP EXISTING FA-NAC PANEL EXISTING FA-NAC PANEL NEW FA-NAC PANEL (E)AUDIONISUAL ALARM CIRCUIT TYPICAL (E)AUDIONISUAL ALARM CIRCUIT TYPICAL (E)AUDIONISUAL ALARM CIRCUIT TYPICAL (E)AUDIONISUAL ALARM CIRCUIT TYPICAL (E)FIRE ALARM REMOTE GRAPHIC LED ANNUNCIATOR MAP FAA (E)FIRE ALARM REMOTE LCD ANNUNCIATOR GROUNDING NEW AUDIONISUAL ALARM CIRCUIT TYPICAL FIRE ALARM NOTES: 1. PROVIDE ALL J-BOXES, CONDUIT, WIRING & CONNECTIONS TO ALL DEVICES FOR COMPLETE FIRE ALARM SYSTEM. 2. ALL DEVICES WILL BE MOUNTED IN AN ACCESSIBLE SPACE AND AT THE ELEVATION PER NFPA 72, ADA, AND AHJ CODES. 3. PROVIDE FLUSH MOUNT BACK BOXES FOR ALL DEVICES IN ALL FINISHED SPACE. 4. PROVIDE COMPLETE GROUNDING TO EQUIPMENT PER MANUFACTURERS RECOMMENDATION. 5. SEE FIRE ALARM SPECIFICATION FOR COMPLETE DETAILS. 6. PROVIDE NEW FIRE' ALARM PANEL ADDRESSABLE. 7. PROVIDE SHUT DOWN CONNECTIONS FOR ALL 2000CFM HVAC UNITS WITH DUCT DETECTORS AS SHOWN. 8. SET ALL VISUAL DEVICES TO PROVIDE THE RIGHT COVERAGE OF CANDELA FOR THE SPACE PER NFPA 72 AND AHJ CODES. 9. SET ALL AUDIO DEVICES TO TEMPORAL AND TO BE 15dB ABOVE AMBIENT SOUND LEVEL OF THE ROOM PER NFPA 72 CODES TABLE. 10.ALL AUDIO AND VISUAL DEVICE WILL BE SYNC PER NFPA 72 CODES. 11.PROVIDE COMPLETE REPROGRAMMING OF SYSTEM TO UPDATE ALL ZONES, ADDRESSES, AND DIALER MONITORING BY POINTS. 12.PROVIDE COMPLETE SHOP PLANS FOR INSTALLATION AND AS -BUILT SET OF THESE PLANS NEXT TO FIRE ALARM PANEL ON COMPLETION. 13.PROVIDE CD-ROM, DVD, OR FINGER DRIVE OF PROGRAM DATA IN FIRE ALARM PANEL AS REQUIRED BY NFPA-72 CODES. 14.PROVIDE FIRE ALARM NETWORK MODULES BETWEEN BUILDINGS TO USE ONE DIALER FOR MONITORING. 15.THE EXISTING EST QUICK START FIRE ALARM PANEL IS OBSOLETE AND IS NOT SUPPORTED BY MANUFACTURER. 16.REPLACE EXISTING FIRE/SECURITY PANEUDIALER & EST QUICK START WITH NEW EST 10-1000 FIRE ALARM PANEL. ALL EXISTING FIRE ALARM DEVICES TO REMAIN. PROVIDE PROGRAMMING AND A COMPLETE FIRE ALARM SYSTEM TEST TO GENERATE AN EVENT LOG REPORT WITH CENTRAL STATION MONITORING OF ALL FIRE ALARM ADDRESSABLE POINTS ALARM, SUPERVISORY, AND TROUBLES. 17.FIRE ALARM CONTRACTOR TO SUBMIT DRAWINGS FOR FIRE ALARM PERMIT BY TUKWILA BUILDING DEPARTMENT. 18.PROVIDE NEW AS -BUILT AUTOCAD DRAWINGS BY THE FIELD VERIFICATION OF ALL EXISTING FIRE ALARM SYSTEM. DOWNLOAD EXISTING PROGRAM DATA OF THE EXISTING FIRE ALARM SYSTEM. MATCH THE EXISTING DATA WITH NEW AS -BUILT DRAWING. PLOT OUT 11 BY 17 DRAWINGS TO BE PROVIDED FOR THE FINAL TEST OF THE EXISTING FIRE ALARM SYSTEM. 19.PROVIDE THE AHJ AT FINAL ACCEPTANCE THE FOLLOWING DOCUMENTS: a. AS -BUILT DRAWINGS SHALL BE FULL CONSTRUCTION SET WITH REDLINE MARKUPS THAT CONTAIN THE FOLLOWING (ALL ZONING, DEVICE POINT NUMBER NEW DEVICE CONDUIT OR WIRING PATHWAYS, AND EXACT LOCATION OF DEVICES AND PANELS.) b. EXISTING AS -BUILT DRAWINGS SHALL HAVE ALL FIRE ALARM PANELS AND DEVICES. c. HAFT SIZE GRAPHIC MAP OF EACH FLOOR WITH ZONES AND ADDRESSABLE POINT DEVICES. (NO WIRE ) d CENTRAL STATION MONITORING PRE -TEST REPORT OF ALL ADDRESSABLE POINTS. e. FIRE ALARM PANEL ALARM, SUPERVISORY, AND TROUBLE EVENT LOG REPORT OF ALL DEVICES. f. ADDRESSABLE POINTS LIST. 9. WRITTEN DETAIL DESCRIPTION OF EACH DUCT DETECTOR LOCATION TO DIRECT A PERSON TO THAT LOCATION IN THE CLOSEOUT DOCUMENTS. ROV PHENOLIC LABEL INDICATING FOR ALL DUCT DETECTORS. h. COMPLETED NFPA 72 RECORD OF COMPLETION AND INSPECTION CURRENT FORMS TO OWNER AND AHJ. i. PROVIDE THE DIGITAL COPY OF ALL ABOVE ON ONE FOLLOWING (CD-ROM, DVD, OR FINGER DRIVE). j. PROVIDE ALL THE ABOVE DOCUMENTS IN O&M MANUALS BINDER. k. PROVIDE CD-ROM, DVD, OR FINGER DRIVE OF PROGRAM DATA IN FIRE ALARM PANEL AS REQUIRED BY NFPA-72 CODES. I J I' OR CODE CCI'i-LIANCE APPROVED APR 25 2u13 City of Tukwila BUILDING DIVISION architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com 10/18/18 TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com U N W c w Wco rn,70 uj Upn U3=W <t 1- o F 'r REVISION DATE Design: AH Drawn: BT Checked: RA Project No. 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title ELECTRICAL DETAILS it A ,�CA,v l awi g Number RECEIVED `) H '' CITY OF TUKWILA NUV 02 2018 i PERMIT CENTER �� ■ rolluda architects To Closest Available Dataline Terminal Lighting Load 1 (Relay 1) Dim 1 Lighting Load 2 (Relay 2) Dim 2 Lighting Load 3 (Relay 3) Dim 3 Receptacle (Relay 4) Receptacle 120Vac Distribution Cabinet (by Others) NEUTRA 0 0 0 Lighting 120/277/347Vac Distribution Cabinet (by Others) NEUTRAL 0 0 BLACK • 0-10V Dimming (18/2 per channel) Room Control) (WRC-3160) 1 Dialog Network Dataline (18/2) Typical Devices Only. PLEASE SEE INTERFACE LIST FOR EXACT DEVICE QUANTITIES. Daylight Sensor WPS-3711 Occupancy Sensor Ceiling Mount Occupancy Sensor Corner Mount 0 0 0 0 DI DIM 2 DIM 3 DIM 4 DATALI NE DO NOT USE I PURPLE i- LIGHTING LOAD 1 I RED j- LIGHTING LOAD 2 I YELLOW I- LIGHTING LOAD 3 I BLUE I- RECEPTACLE LOAD 4 I BLUE I- RECEPTACLE HOT FOR LOAD 4 I WHITE F NEUTRAL I BLACK F LIGHTING HOT FOR LOAD 1,2 & 3 From Closest Available Dataline Terminal Multi -button Switch Station OLIGHTING ROOM CONTROLLER DIAGRAM N.T.S. To Low Voltage Compartment of Associated Relay Panel - 1 Common - PLUS +1 per switch Low Voltage Switch #-Device TYPICAL WR-860x HARDWIRED SWITCH STATION CONNECTIONS IP Network - Ethernet 10Base T (by Others) I SYSTEM NOTES: * REFER TO PLANS FOR EXACT LOCATION AND QUANTITY OF LOW VOLTAGE SWITCHES REQUIRED * NETWORK TOPOLOGY OPTIONS: - FREE -TOPOLOGY (STAR -CONFIGURATION) Max total wiring distance is 900FT without a repeaters Repeater locations to be determined by Factory Technician W c.n X Low Voltage Switch 3-Device Low Voltage Switch 4-Device Low Voltage Switch 8-Device Typical Occupancy Detector Typical Interior Daylight Sensor N© Typical Exterior Daylight Sensor To Low Voltage >, Compartment of Associated Relay Panel 1 OLIGHTING CONTROL DIAGRAM N.T.S. LEGEND #18AWG wiring required Recommend to add a minimum of 10% 2 # 18AWG wiring required Recommend LVT or Bell Cable. :U rUR CODE CC:' LIANCE APPROVED A"R252u13 pare conductors. City of Tukwila BUILDING DIVISION Ethernet Cable Connection Standard Cat-5e Cable with RJ-45 Connector. Crossover Cable Connection Crossover Cat-5e Cable with RJ-45 Connector. RECEIVED CITY OF TUIQNILA NUV 02 2018 PERMIT CENTER architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com T V— TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com REVISION DATE Design: AN Drawn: BT Checked: RA Project No. 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title ELECTRICAL DETAILS ing Number 0 CIRCUIT LEGEND 14, 2W+G (3 WIRES TOTAL) 34, 4W+G (5 WIRES TOTAL) CKT ID RACEWAY/WIRE CKT PM CKT ID CONDUIT AND WIRE CKT AMPS [A21 3/4"C, 2#12, #12G 20 [A4] 3/4"C, 4#12, #12G 20 [B2] 3/4'C, 2#10, #10G 30 [34] 314-C, 4#10, #10G 30 [C2] 3/4'C, 2#8, #10G 40 [C4] 1'C, 418, #10G 40 [D2] 3/4"C, 2#6, #10G 50 [04] 1"C, 4#6, #10G 50 [E2] 1"C, 204, #10G 60 [E4] 1-1/4"C, 44W, #10G 60 [F2] 1"C, 2#4, #8G 70 [F4] 1-1/4"C, 4#4, #8G 70 [G2] 1-1/4"C, 242, 08G 80 [G4] 1-1/2 C, 4#2, #8G 80 [H2] 1-1/4"C, 242, #8G 90 [H4] 1-1/2'C, 4#2, #8G 90 [J2] 1-1/4'C, 2#1, #8G 100 [J4] 2'C, 4#1, #8G 100 [K21 1-1/4"C, 2#1, #6G 125 [K4] 2'C, 4#1, #6G 125 [L21 1-1/4'C, 2#110, #6G 150 [L4] 2"C, 4#1/0, #6G 150 [M2] 1-112"C, 2#2/0, #6G 175 [M4] 2'C, 4/42/0, 46G 175 [N2] 1-1/2"C, 243/0, #6G 200 [N41 2'C, 4#3/0, #6G 200 [02] 2'C, 2#4/0, #4G 225 [04] 2-1/2'C, 4#4/0, #4G 225 [P2] 2-1/22C, 2-250KCM, #4G 250 [P4] 3"C, 4-250KCM, #4G 250 [021 2-1/2'C, 2-350KCM, #4G 300 [04] 3'C, 4-350KCM, #4G 300 [R2] 2-SETS [TC, 24/3/0, #3G] 400 [R4] 2-SETS [2-1/2"C, 44/310, #3G] 400 34,, 3W+G (4 WIRES TOTAL) [S4] 2-SETS [3'C, 4-250KCM, #2G] 500 CKT ID CONDUIT AND WIRE CKr AMPS [T4] 2-SETS [3'C, 4-350KCM, (MG] 600 [A3] 3/4'C, 3#12, #12G 20 [U4] 2-SETS [4'C, 4-500KCM, #110G] 700 [133] 3/4'C, 3#10, #10G 30 [V4] 3-SETS [3'C, 4-300KCM, #1/061 800 [C3] 3/4"C, 3#8, #10G 40 [W41 3-SETS [4'C, 4-500KCM, #210G] 1000 [D3] VC, 3#6, #10G 50 [X4] 4-SETS [3"C, 4-350KCM, #3/0G] 1200 [E3] 1"C, 3#4, #10G 60 [Y41 4-SETS [4"C, 4-600KCM, #4/0G] 1600 [F31 1-1/4"C, 3#4, #8G 70 [Z41 5-SETS [4'C, 4-600KCM, 250KCM G] 2000 [G3] 1-1/4"C, 342, #8G 80 480VG, 34, TRANSFORMER PRIMARY (3W+G [H3] 1-1/4"C, 3#2, #8G 90 CKT ID CONDUIT AND WIRE CKT AMPS [J3] 1-1/2"C, 3#1, #8G 100 [30H] 1"C, 3#4, #10G 60 [K3] 1-1/2"C, 3#1, #6G 125 [45H] 1-1/2'C, 3#1, /MG 100 [L3] 1-1/2'C, 3141/0, #6G 150 [75H] 1-1/2'C, 3#1/0, #6G 150 [M3] 2"C, 3#2/0, #6G 175 [112H] 2'C, 3#3/0, 46G 200 [N3] 2"C, 3#3/0, 46G 200 [150H] 2-1/2"C, 3-250KCM, #4G 250 [03] 2"C, 3#4/0, #4G 225 [225H] 2-SETS [2"C, 3#3/0, #3G] 400 [P3] 2-1R"C, 3-250KCM, #4G 250 [300H] 2-SETS [3'C, 3-350KCM, #1G] 600 [031 2-1/2"C, 3-350KCM, #4G 300 [500H] 3-SETS [3'C, 3-300KCM, #1/0G] 800 [R31 2-SETS [2'C, 3#3/0, #3G] 400 [750H) 4-SETS [3"C, 3-350KCM, 03/0G] 1200 [53] 2-SETS [2-1/2"C, 3-250KCM, #2G] 500 208Y/120V, 34, TRANSFORMER SECONDARY (4W+G) [T31 2-SETS [3"C, 3-350KCM, #1G] 600 CKT ID CONDUIT AND WIRE CKT AMPS [U3] 2-SETS [3"C, 3-500KCM, #1/0G1 700 [30L] 2'C, 4#1, #6G 100 [V31 3-SETS [3"C, 3-300KCM, #1/0G] 800 [45L] 2'C, 4#1/0, #6G 150 [W31 3-SETS [3'C, 3-500KCM, #2/0G] 1000 [75L] 2-1/2"C, 444/0, #2G 225 [X3] 4-SETS [3'C, 3-350KCM, #3/0G] 1200 [112L] 2-SETS [2-1/2'C, 4#310, #1/0G1 400 [Y3] 4-SETS [4'C, 3-600KCM, #4/0G] 1600 [150L] 2-SETS [3'C, 4-350KCM, #2/0G] 600 [23] 5-SETS 14-C, 3-600KCM, 250KCM G] 2000 [225L] 3-SETS [3"C, 4-300KCM, #2JOG] 800 36, 4W+G (6 WIRES TOTAL) (200% NEUTRALS) [300L] 3-SETS [4'C, 4-500KCM, #3/0G] 1000 [2E4] 1-1/2'C, 3#4, 2#4N, #8G 60 [500L] 4-SETS [4'C, 4-600KCM, #410G] 1600 [2N4] 3"C, 3-250KCM, 2-250KCM N, #1/0G 200 [750L] 6-SETS [4"C, 4-600KCM, 250KCM G] 2500 [2R4] 2-SETS [3'C, 3-250KCM, 2-250KCM N, #1/0G) 400 [2T4] 2-SETS [4"C, 3-500KCM, 2-500KCM N, #2/06) 600 [2V4] 3-SETS 13-1/2'C, 3-400KCM, 2-400KCM N, #3/0G] 800 (E)PA 208/ 120V SEC (E)PA 208/ 120V SEC 2 (E)PA 208/ 120V SEC 3 XFMR (E)TA n 3P2 208/ 120V 200A MCB (E 480/ 277V o[N4] (E)PC 208/ 120V SEC 1 (E)PC 208/ 120V SEC 2 200A ENCLOSED CIRCUIT BREAKER 11 XFMR (E)TE E)LE 480/ 277V (E PE 208/ 120V (3)200 AF 200/3 (E)PD 208 120V SEC (E)PD 208/ 120V SEC 2 (E C2 208/ 120V 400A BUS (3)100 AF 100/3 (3)60 AF 60/3 0 1n (3)60 AF 60/3 (E)MP 208/ 120V (E)M 480! 277V SEC 1 (E)M 480/ 277V SEC 2 (E M 480/ 277V SEC 3 XFMR (E)TM 400A ENCLOSED CB (3)300 AF (3)600 AF (3)400 AF (3)175 AF (3)600 AF 400/3 600/3 400/3 200/3 600/3 1600A BUS TO UTILITY TRANSFORMER I 1 (E)MAIN SWITCHBOARD 1 1 1 (E) DISTRIBUTION PANEL 'DP' ( 600/3P OELECTRICAL PARTIAL ONE LINE DIAGRAM NTS 1M2 208/ 120V 125A MCB CC eG 081 o{K4] 0 1n 1L4 480/ 277V 200A MLO o{N4] [J4] 1 P2 SEC 1 208! 120V 200A MCB 1P2 SEC 2 208/ 120V 200A MCB o-[75L] XFMR T-1 P2 480V: 120/208V 75KVA o{75H] ELEV4 208! 120V 60A MCB 2P2 208! 120V 100A MLO 2P2 208/ 120V 30A MCB 0 400/3P (0 200/3P XFMR T-ELEV2 480V: 120/208V 15KVA XFMR T-1 Z2 480V: 120/208V 75KVA o{75H] w a (0 100/3P (0 60/3P (0 100/3P (0 100/3P 1 DP-B 600A, 480Y/277V, 30, 4W, GENERAL NOTES 1. REFER TO PANEL SCHEDULES, SHEETS EX.XX - EX.XX, AND LIGHTING CONTROL PANEL RELAY SCHEDULES, SHEET EX.)0X. PLAN NOTES O PROVIDE NEW 600A SWITCH WITH 600A FUSES IN EXISTING SWITCHBOARD. 0 INTERCEPT CIRCUITS FROM FREEZER AND WALK IN COOLER CURRENTLY ON PANEL K AND RE -SUPPLY THEM TO PANEL '1Z2'. O PROVIDE 200 AMP DISCONNECT. O PROVIDE ENERGY SUB METERING. NEC 702 SYSTEM 1Z2 208/ 120V 200A MCB [N4] ATS-Z 200A 3-POLES GENSET [75L] o{N4] al, 200AS 200AF [N4] (N4] START CODE CC; :PLIANCE APPROVED - 200A BUSSED GUTTER_ 2 5 2,7'3 GENERATOR G1 60KW, 208Y/120V, 30,4W City of Tukwila BUILDING DIVISION L J RECEIVED< CITY OF TUKWILA_ NUV022018 PERMIT CENTER rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409.7315 Phone: 253.472.3300 www.treswest.com REVISION DATE Design: Drawn: Checked: Project No. AH BT RA 180103 Issuance PERMIT SET Issue Date: 10-19-2018 Drawing Title ELECTRICAL ONE LINE DIAGRAM awing Number 1 COPYRIGHT 02018 ROLLUOA ARCHITEC CAUserManhOoeuments11801 0 0 TUKWILA SCHOOL PANEL "1 P21" PROJECT: DISTRICT SHOWALTER... CLASSIFICATION: NORMAL LOCATION: MECHANICAU ELEC/CUST... MOUNTING: VOLTAGE: 120/208 Wye MAINS: MCB NEUTRAL: 100.00% TYPE: AIC: FED FROM: NOTE CKT CIRCUIT DESCRIPTION AMPS POLES A B C POLES AMPS CIRCUIT DESCRIPTION CKT NOTE 1 CONTROLLED RECEPTACLES 2 20A 1 1080 720 mum1 20A CONTROLLED RECEPTACLES 2 3 RECEPTACLES 20A 1 1080 1080 1 20A RECEPTACLES 5 CONTROLLED RECEPTACLES 20 A 1 11=11111111111111 540 540 1 20 A CONTROLLED RECEPTACLES 6 7 RECEPTACLES 20A 1 i 540 1111111111111 1 20A RECEPTACLES 9 CONTROLLED RECEPTACLES 20 A 1 900 900 sag 1 20 A RECEPTACLES 10 11 RECEPTACLES 20 A 1 1080 360 1 20 A RECEPTACLES 12 13 CONTROLLED RECEPTACLES 20A 1 540 1000 EIRINIM1 20A REFRIGERATOR 14 15 RECEPTACLES 20 A 1111111 540 900 1 20 A CONTROLLED RECEPTACLES 16 17 CONTROLLED RECEPTACLES 20A 1 111=1 900 720 1 20A RECEPTACLES 18 19 RECEPTACLES 20A 1 900 810 11111 1 20A CONTROLLED RECEPTACLES 20 21 CONTROLLED RECEPTACLES 20A 1 540 630 1 20A RECEPTACLES 22 23 RECEPTACLES 20 A 1 720 360 1 20 A RECEPTACLES 24 25 CONTROLLED RECEPTACLES 20 A 1 540 900 1 20 A RECEPTACLE 26 27 RECEPTACLES 20 A 1 900 720 1 20 A RECEPTACLE 28 29 EMI 30 31 32 33 11111111111111.11111111111111 34 35 36 37 PANEL 2P2 20 A 3 7920 MEM 38 39 - - 6120 Ma= 40 41 - - - gigg2520 42 TOTAL LOAD: 15490 VA 14310 VA 7740 VA TOTAL AMPS: 138 A 128 A 65 A LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR EST MATED DEMAND LOAD SUMMARY RECEPTACLE 37540 VA 63.32% 23770 VA TOTAL CONN. LOAD: 37540 VA TOTAL EST. DEMAND: 23770 VA TOTAL CONN. CURRENT: 104 A TOTAL EST. DEMAND... 66 A NOTES: PANEL" PROJECT: UT KWILA SCHOOL DISTRICT SHOWALTER... CLASSIFICATION: NORMAL LOCATION: ELEC B203B MOUNTING: VOLTAGE: 120/208 Wye MAINS: MCB NEUTRAL: 100.00% TYPE: AIC: FED FROM: 1P21 NOTE CKT CIRCUIT DESCRIPTION AMPS POLES A B C POLES AMPS CIRCUIT DESCRIPTION CKT NOTE 1 CONTROLLED RECEPTACLES 20 A 1 1080 1080 120A CONTROLLED RECEPTACLES 2 3 RECEPTACLES 20 A 1 720 720 1 20 A RECEPTACLES 4 5 RECEPTACLES 20 A 1 360 360 1 20 A RECEPTACLES 6 7 CONTROLLED RECEPTACLES 20A 1 1080 900 1 20A CONTROLLED RECEPTACLES 8 9 RECEPTACLES 20A 1 720 1080 1 20A RECEPTACLES 10 11 RECEPTACLES 20A 1 360 360 1 20A RECEPTACLES 12 13 CONTROLLEDCONTROLLEDRECEPTACLES 20A 1 1080 900 1 20A RECEPTACLE 14 15 RECEPTACLES 20A 1 720 720 1 20A RECEPTACLE 16 17 RECEPTACLES 20A 1 360 360 1 20A RECEPTACLE 18 19 CONTROLLEDCONTROLLEDRECEPTACLES 20A 1 1080 720 1 20A RECEPTACLE 20 21 RECEPTACLES 20 A 1 720 720 1 20 A RECEPTACLE 22 23 RECEPTACLES 20 A 1 360 24 25 Spare 0 A 1 0 26 27 Spare 0 A 1 0 28 29 Spare 0 A 1 0 30 31 Spare 0 A 1 0 32 33 Spare 0 A 1 0 34 35 Spare 0 A 1 0 36 37 Spare 0 A 1 0 38 39 Spare 0 A 1 0 40 41 42 TOTAL LOAD: 7920 VA 6120 VA 2520 VA TOTAL AMPS: 71 A 56 A 21 A LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND LOAD SUMMARY RECEPTACLE 16560 VA 80.19% 13280 VA TOTAL CONN. LOAD: 16560 VA TOTAL EST. DEMAND: 13280 VA TOTAL CONN. CURRENT: 46 A TOTAL EST. DEMAND... 37 A NOTES: PANEL "1 P22" PROJECT: TUKVVILA SCHOOL DISTRICT SHOWALTER... C SSIFICATION: NORMAL LOCATION: MECHANICAU ELEC/CUST... MOUNTING: VOLTAGE: 120/208 Wye MAINS: MCB NEUTRAL: 100.00% TYPE: AIC: FED FROM: 1P21 NOTE CKT CIRCUIT DESCRIPTION AMPS POLES A B C POLES AMPS CIRCUIT DESCRIPTION CKT NOTE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 TOTAL LOAD: 0 VA 0 VA 0 VA TOTAL AMPS: 0 A 0 A 0 A LOAD CLASSIFICATION CONNECTED LOAD DEMANO FACTOR ESTIMATED DEMAND LOAD SUMMARY TOTAL CONN. LOAD: 0 VA TOTAL. EST. DEMAND: 0 VA TOTAL CONN. CURRENT: 0 A TOTAL EST. DEMAND... 0 A NOTES: PANEL "1 L4" PROJECT: UT KWILA SCHOOL DISTRICT SHOWALTER... CLASSIFICATION: NORMAL LOCATION: ELEC B2036 MOUNTING: VOLTAGE: 480/277 Wye MAINS: NEUTRAL: 100.00% TYPE: AIC: FED FROM: NOTE CKT CIRCUIT DESCRIPTION AMPS POLES POLES AMPS CIRCUIT DESCRIPTION C NOTE IGHTING - FIRST FLOOR 20 A 1 1113 1027 20 A Lighting 2 LIGHTING - FIRST FLOOR 20 A 1795 IIII 1364 20 A igh ing IGHTING - FIRST FLOOR CORRIDOR 1 NEN mum= 828 EIMI 1 Lighting 6 MAM111111111111111111=1 9 108 MIME 1111111111111111911 Mill Mil 4 15 6 III 7 iillB 18 19 21 20 22 23 24 25 26 27 28 29 30 31 32 3 34 IIII 35 36 37 38 39 40 41 42 TOTAL LOAD: 2140 VA 3160 VA 1904 VA TOTAL AMPS: 8 A 12 A 7 A LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND LOAD SUMMARY Lighting 7203 VA 125.00% 9004 VA TOTAL CONN, LOAD: 7203 VA TOTAL EST. DEMAND: 9004 VA TOTAL CONN. CURRENT: 9 A TOTAL EST. DEMAND... 11 A NOTES: PANEL "1 M4" PROJECT: TUKVVILA SCHOOL DISTRICT SHOWALTER... CLASSIFICATION: NORMAL LOCATION: ELECI3203B MOUNTING: VOLTAGE: 480/277 Wye MAINS: NEUTRAL: 100.00% TYPE: AIC: FED FROM: NOTE CKT CIRCUIT DESCRIPTION AMPS POLES A B C POLES AMPS CIRCUIT DESCRIPTION CKT NOTE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 TOTAL LOAD: 0 VA 0 VA 0 VA TOTAL AMPS: 0 A 0 A 0 A LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND LOAD SUMMARY TOTAL CONN. LOAD: 0 VA TOTAL EST. DEMAND: 0 VA TOTAL CONN. CURRENT: 0 A TOTAL EST. DEMAND... 0 A NOTES: PANEL "1 M2" PROJECT: TUKWILA SCHOOL DISTRICT SHOWALTER... CLASSIFICATION: NORMAL LOCATION: ELEC B2036 MOUNTING: VOLTAGE: 120/208 Wye MAINS: MCB NEUTRAL: 100.00% TYPE: AIC: FED FROM: NOTE CKT CIRCUIT DESCRIPTION AMPS POLES A B C POLES AMPS CIRCUIT DESCRIPTION CKT NOTE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 TOTAL LOAD: 0 VA 0 VA 0 VA TOTAL AMPS: 0 A 0 A 0 A LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND LOAD SUMMARY TOTAL CONN. LOAD: 0 VA TOTAL EST. DEMAND: 0 VA TOTAL CONN. CURRENT: 0 A TOTAL EST. DEMAND... 0 A NOTES: A I 1 CODE CCPLIANCE APPROVED APR 2523 City of Tukwila BUILDING DIVISION • RECEIVED '66. CITY OF TUKWILA NuV 02 2018 PERMIT rtFikITFR rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.corn 0 0 0 E u) co 5 :9 _1 a 0 a 0 0 w < —J < 0 (i) 4626 S. 144TH STREET CO F- LO W co ly c, 0 CO 0) 0? X v.- 0 X CT) 0 tO 5 re 8 ee ui 5 >5 3 M W o t--LL — REVISION DATE Design: AH Drawn: AH Checked: SKF Project No. 331-17-01 Issuance PERMIT SET Date: 10-19-2018 Drawing Title ELECTRICAL PANEL SCHEDULES Drawing Number E7.02 EG S 67'4Y 1 7" ir 500.03' ,M=1. VMS MIM HITECTS, I OPYRIGHT 02 10\ \ ‘ 1 k \ I /E k I I / i -1.a \ \ x I if IL I H h /L) 1xt . I il I LH •,. I 1 fes. TW: 7IV.81 ilty: 78.30 ', Ik l'c 1 I II 1 ' t IL ,f;j• \ I 1 111 ( ---\'17- IC 1-1-1 1 ) 1 1 '• 1 111 \ I \ \ ; \ 4 I V 1 V V FG:, 280138 TW: 280;53 ‘4. I 1 I CIF ?RA SS FG: 283.60 ASPH 4 -oNcro-- ; c • \\I!1 NO PARKING , 7AM-5P1A in El • Know what's below. Call before you dig. 28 3 ES \-; i%I \ ';•'? ' • kt \GR - GRASS T- 244- ----- ASS FG: 277.84 CB (SOLID LID) RIM = 277.63 IE 4" IP N = 275.53 (CAPPED) IE 6" CONC W = 275.63 G: 279z/, 46... IE 16" PVC E = 272.75 !E 12" PVC S = 272.82 IE 10" PVC SW = 275 98 FG: 280.38 FG: 280.30 G: 280.38 '-FINISHED FLOOR = 280.40 BUILDING C GB RIM = 278.98 IE 12' CPP N = 274.80 IE 12" CPP E 274.82 1EW CPP S = 276.76 IE 8" PVC S = 274.82 'IE 8" PVC NW = 276.62 / RIM = 279.G35B ARCHITECTURAL It 12" PVC NE = 276.17 IE 6= EETS FOR FENCE INFO " PVC S 276.37 1E 12" PVC W = 275.95 NO PARK!NG\ ASPH GRASS re FG: 277.05 FINISHED FLOOR = 280.46 BUILDING D FG: 274.18 FG: 276.30 TEMPORARYPORTABLE FG: 276.72 F . EG: 276.06 75.07 FO: 275.49 EG:2/6.9T G: 274.27 TEMPORARY PORTABLE FG: 274.69 1 FG: 274.60 • 4, MIN --•••••••W a adinsqtramm-- Minimum NMI, OM 14 INPM• _gem, =errait : 76.62 ES: 276A5 •EG:276.37 SHOWALTER MIDDLE SCHOOL FINISHED FLOOR = 280.43 / CB RIM = 280.17 IE 4" PVC W = IE 4" PVC E = IE 6" PVC S / • 7a,"1"narzat 4.ko - 14 : . .4 444c3•C---TO-'-4---LL7---- ,- 1. 1I/'.).,• ' •,.. . • '• • •y •. I•.•••-•,-,6.7' -i11 .g'r 4 --.7. d.- 4 '.-:. •. I 4 . • , ••,i-•• •Hic;C-:• . i: . ' s.• ".•••,• \ . . .. 'ff4 • '•• •:le•• •. • C•• IL • ' ./t 4 • `. bIoNC. . . • • : • • 4 • k ' . • ' • CS • 4 • . , • ' • dm°, 278.E 4' CLE FINISHED FLOOR = 280.45 276.47 278.45 278.14 ONC 2 •4 NO PARKING 1 V in in momi- \ nerat„s_. 4 • e' a A 4 A 4 4 ''' • • • • • • . . , • • , 1 • • • ./ ';„. " 4 . • . j k • I • EG:\283135 • • . • • "- • ° FS: 283. , • d FG:280.40 ct:280.32 EG::280.35 4 • • I , -.60cONg EG: &L ASPH a ' TVV:$81.5- g BW: 81.57 EG:08111.75 EGt281, ,04,4/4 --- SEEA-RGQIIagg: 282S SHEETS FOR -STAIR * • TW: 283.28 BW: 283.27 \d./.."137W:0 : 213.28°40 FF: 283.37 sS SBUILDINGA7-2 GRAS$ FG: 282.54 _ ../ ..••• : 283.30 82.98 MATCH LINE - C3.00 ,/' tCB (TYPE 11) PORTABLE RIM = 278.32 IE 16" CMP W = 270.10 IE 16" CMP E = 270.12 IE 6" PVC S = 270.92 IE 6" PVC 5 = 270.62 CB RIM = 279.57 IE 8" PVC N = 276.91 IE 6" PVC E = 277.27 IE 6" PVC S = 277.12 IE 12" PVC SW = 276.89 FG: 283.27 FG: 283.35 FINISHED FLOOR = 283.37 SHOWAL TER MIDDLE SCHO(':. BUILDING A SSMH RIM - 276.19 IE 6" PVC W = 270.02 IE 8" PVC SE = 269.93 CB (SOLID LID) RIM 276.10 IE 10" CONC NE = 270.00 IE 16" CMP E = 270.60 IE 6" DI S = 270.77 / CB RIM = 275.68 IE 8" DI E = 272.81 IE 6" PVC 5 = 272.86 / FG: 283.67 FG: 283.68 FG: 283.80 FINISHED FLOOR = 283.80 FG: 283.8 FG: 283.6e FG: 283.65' GB RIM = 277.88 IE 6" PVC N = 273.84 ./ It 6" PVC s Wial.5/2 EG: 281.40 EG: 281.30 EG: 281.40 / EG: 274. EG: 274.70 FG: 275.46 CB RIM iE 16" CMP W = 269.22 IE 16" CMP E = 269.22 E 0" GONG SW = 269.46 Gl?ASS GRASS PLANNING APPROVED • No changes can be made to these plans without approval from the Planning Division of DCD Date: ‘../k Sq Mil " 1 FG: 274.15 m - !E 16" Co° 14 IETFAIRORARY- IEPORtifeBLEV = FG: 274.-67 - • 1r 14" EG 280.2 0.77 RCHI S FO 60. 0 ES: 275.01 GRA VTI EG: 274.98 .7 / FG: 275.53 'F-6: 275.45 FG: 274.65 GRxv F : 2 4.04 PG: 27431- - MH .13 PVC •- 59 C NE = 268.68 / CTURAL STAIR IN ASPH \ UMW aMIIMOOMINM !E 36" CHANNECNW/SE = GRASS\ SUFI 273.47 268.73 / GRASS rr\DEC 1.-d 4" ASPH D18-0348 SEW RIM = 2 IE 12" C IF 36" C IE 8" P4 IE 14" P REVIJiONS r:go cnargi/s sn2/1P marls to tne scope ot lex& v. lot.! orZer am)toysi & the A \ \ Tukwda Sugcling Chvision \\ NOTE. Revsons mit rectuore a new own suorndtal ac o ma v .nclude aacidlonaI plan review. r's FILE COPY pentet640. nm ;Aar, retarevt aoroval s sublet: to errors aria 1 CTPTESE40 r.5 AD!Na 1 Of construction aoatinents does the vireiation of any mooted code or .'ace ReC±r:z!& aocro P F!SIC3Copy an •45 5 leagec7 fty 1 LA a t.c.i REVIEVVED FOR CODE COMPLIANCE APPROVED JUN 17 2019 City of Tukwila BUILDING DIVISION • -*Tuotoota VAS N Dvt.SOhe' RECEIVED JUN 1 1 2019 TUKWILA PUBLIC WORKS GRAPHIC SCALE 0 10 20 40 1" = 20 FEET rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com TACOMA SEATTLE 2215 North 30th Street, Suile 300, Tacoma, WA 98403 1200 Sixth Avenue. Suite 1620, Seattle, WA 98101 Cm 1 E Owes Sbleala Ewers Landscept Arctacs Cannot PUIA'sr, LannwAryors Neigrears 253.383.2422 TEL 206267.2425 TEL REVISION DATE 2 Permit Revision #1 06-07-2019 Design: Drawn: Checked: Project No. CTJ DTJ DT 2170645 Issuance PERMIT SET Date: 10-19-2018 Drawing Title GRADING PLAN Drawing Number 03.01 CIECEiVED CITY OF TUKWILA JUN 10 2019 PERMIT CENTER a a a a a a 1/4 1/4 1 CIE *-61 Ct 1 .1 a • : .4•. a 4 ' it I tit 4' CU' d NO PARKING ' I 7AM-5P •)15 1/4 Orli Will*Ot. A! get *see blitx,;4404 er 1111 or mewt Oa et fie Wee..4 tifOaibOa :4184) PIE-, W.* et ki allk-41.2.11111 e.crire pa tetros its rassikee rentfle naltirWininginn' ' I ills, 41 - IP 4/ • rialradrilinin•• sr • 4,41Priall,Pt° is 0 .. .. or 411 or al sall er 0 0 a. at. mip vs e. la tat glia d raj in IPS Li oeit ft ga Ce; It de ettail °at gra a it - ea 1 L Preale Ce-alltes-111:41110.0 see "Iv a .116 ek, 1St my•e* I I I ell I es, 11 II • BS sill e I I I a • Ill el II a vup ..,:?.. rillatelliittett StillL'atta:,..;"atat spre...;"4141,!Iltrirrattrill,c: ars kftsetAitizowoirs4-5.1*,7-447,74,1taitcglines-ri...r.n.--;_t•_-_,,ato...-Iger kw.1., ....a....-ancena. • • - 4 101 frat tolteir 1 ralosiste fin* Itsiven: 4 .frell N iq iii sass w L ., _tiPattPall i opeot fr.-- 20' 1 I I I II I I NI \ ------ x. X t ) 1 \ •--/-- x -143 — — --- 7 - . rCtr- -N- - - FIRE LANE mr. R28'1'/ / / / • 400.03' 'awasis—__________,.---c:- Da -cc -coy LJ,_Jk..,,_." - -v--- Art " iv i• -, 4, feerakelps are 4:6-06-70o:oqugc_isk_.J .,_,..s • . ,atiripagfror trbeitripArreerniait I I 41 • al 4,I1 41 SI IR II 41 II • . • e.• lir • SeedleeellIellItegie•elleIbellle•elle•e:ea:k. It" etteel:Seklacliterke #1. At Ast" e• At A eati-ottilor I 411 II 4. Nt.-.A4 1114,,ait.-awrafrperandin el a fbeillellelleiln• I . *1 led4APMS ii; dilit •=0 tin •ani—orn-niF " I 7 6". 1/ _117en.=tker_ 7-.4.44LE4 441.4.Z.4:24:J '1 / / / '7//./ - fit.F • t. • • • 4 : 4LL--34 I • N • 4 FINISHED FLOOR = 280.40 NO PARKING, -N. - BUILDING C ///////////////////: FINISHED FLOOR = 280.46 BUILDING D SHOWALTER MIDDLE SCHOOL FIN/SHED FLOOR = 280.43 •'////7/ /// OCcrnt " •-•.. / IRFt4 0 • • / ' ....-- ! , - . ' : '.'• ,...._1•4/ 4 : " • •4 0 L .., ,, , \ • • -C--;-=—*"--7-73:1•Itc • • i :4" ;4 " 4 IIIIir---„T- I 3 '11.'.... : • . 4 tt:••••. .-.. r 4 Ia .....t='-...1 /.. . \ ' 1 — 747—I ' a. • ' •• ' • ";'. • • 1 ' ' ' ' • — 4 • . • • 41 ..1' • • 6. a ' _ .I....1- _ -- :—. 0 — i 1 ,.. • ' 4 It , , .j‘ . ..•. A ' . ° . .. 4 . 1 . l• r- • •••.---- "A \ 4 4 I a " a . -. 4 4 4 C' . * • o • '\ 4 . -1111'h - A., \ • ' • .' A . ../11/ - // i• I 4/4 . . ' . i / FINISHED FLOOR = 280.45" / ,• '‘. _ N 0 P G 1/4 w_ - : \ r • • A ly S1482 \ BUILDING A / MATCH LINE - C5.00 '''.-FINISHED FLOOR = 2,63,3 SHOWAL rET. MIDDLE c0-1(.. FINISHED FLOOR = 283,8C • • BUILDING A I N 4 7\4171 4 4. 2.r. B K-1 /: I --•\ D f / \ I 1 \ 1 1 \ \ \ a a a \ l 4,1040kg et , 1/4. \ \ w \ • A 14,0.1 ac. 2 ,.._ . i i liW, . : , . . \ \ \\ I mait \ 4 CLF \ \ \ ' , \ \\ \ \ \\\ \ li , . , , IT eta OE" 41 0 i 0 - - \ \ \ \ \ \ ‘ \ , . , \ \\ \\\ ‘ \\ \ \ \ \ \\ \ 0 . t. \ ,\‘‘, \ \ \WA imatinto ' - KEY NOTES -- I 4. 1/4 1/4 • I\ :I • r; 0 MATCH EXISTING GRADE. TEMPORARY PORTABLE CLASSROOMS DURINGCONSTRUCTION. D18-0348 REVIEWED FOR CODE COMPLIANCE APPROVED JUN17 2019 City of Tukwila BUILDING DIVISION GRAPHIC SCALE 0 10 20 40 1. = 20 FEET rolluda architects architecture planning interior design 105 S. Main St. Seattle, WA 98104 p. 206.624.4222 f. 206.624.4226 mail@rolludaarchitects.com waL.e1 4( TACOMA • SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 1200 Seth Avenue. Suite 1620, Seattle, WA 48101 REVISION DATE 2 Permit Revision #1 06-07-2019 Design: Drawn: Checked: Project No. CTJ CTJ DT 2170645 Issuance PERMIT SET Date: 10-19-2018 Drawing Title PAVING AND MARKING PLAN Drawing Number 05.01 nECEIVEll CITY OF TUI:WIA JUN 10 2019 Know what's below. Call before you dig. PERMIT CENTER