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HomeMy WebLinkAboutPermit D10-031 - SEGMENT 6 PLANS - RAISBECK AVIATION HIGH SCHOOL - BUILDING AND MECHANICAL PENTHOUSE1 1, • LIST OF ABBREVIATIONS HIGHLINE SCHOOL DISTRICT 401 A AB ABV NC ACC-" ACOUS ACP ACT AD ADD ADDL ADJ AFF AGG AHU AUALUM ALT ANOD AHD AP APPROX APPS APT ARCH ASPH AUX AVE AV/AVG AWP BOC BD BF BF BFD BITUM BL BLDG BLKG BLVD BLW BM BOT/BTM BRG BSMT BTU BTWN BUR BOW C CAB CAP CPT CB CBB CD CEM CEM PL CER CFS CG or C/G CH CHRL CI CIP CJ CL CLG CLK CLKG CLO CLR CLSR CMU CMP CO COL COMP CONC COND CONF CONN CONST CONT COOR CORR CPP C/S CR CT CTR CTSK CU CW CWP D d db D DBL DECID DEPT DET DF DIA DIAG DIFF DIM DISP DL DN DR DS DTL DW DWG DWR N ' 0 M 4 Anchor Bolt Above Asphalt Concrete Accessible Acoustical Acoustical Ceiling Panel Acoustical Ceiling Tile Area Drain Addendum Additional Adjustable Above Finished Floor Aggregate Air Handling Unit Aluminum Alternate Anodized Automatic Hand Dryer Access Panel Approximate Aluminum Plate Panel System Apartment Architectural Asphalt Auxiliary Avenue Average Acoustic Wall Panel Bottom of Curb Board Board Foot Brace Frame Bi -Fold Door Bituminous Building Line Building Blocking Boulevard Below Bench Mark Bottom Bearing Basement British Thermal Unit Between Built -Up Roof Bottom of Wall Celsius Cabinet Capacity Carpet Catch Basin Cementitious Backer Board Ceiling Diffuser Cement Cement Plaster Ceramic Cubic Feet per Second Comer Guard Coat Hook Chair Rail Cast Iron Cast In Place Control Joint (Saw Cut) Center Line Codling Clock. Caulking Closet Clear, Clearance Closer Concrete Masonry Units Corrugated Metal Pipe Clean Out Column Composite Concrete Condition Conference Connection Construction Continuous Coordinate Corridor Corrugated Polyentylen: Pipe Clock/Speaker Cold Rolled Ceramic Tile Center Countersunk Cubic Cold Water Composite Wall Panel penny (nails) decibel Depth Double Deciduous Department Detail Drinking Fountain Diameter Diagonal Diffuser Dimension Disposal Dead Load Down Door/ Drain Downspout Detail Dishwasher Drawing Drawer E Ee EA EB EF EG EJ ELEV ELL ELEC ELEV ENAM ENTR EP EQ EQJ EQUIP ESS ETR EWC EXC EXH EXP (E)/EXIST EXT F F FA FAAP FACP FB FBD FD FDC FDN FE FEC FF FFE FG FH FHC FHMS FHSMS FHWS FIC FIN FIO FIT FL FLASH. FLUOR FM FO FOB FOC FOF FOIC FTIC FOIV FOM FOS FP FR FRP FRT FS FT FTG FURN FURR FUT FVC FWP FWSS G GA GALV GB GBB GC GD GFI GFRC GFRG GFRP GIP GL GLAM GLB GLC GND GSM GWB GYP H H HB HC HCT HCW HDBD HDNR HDPE HDR HDO HDWD HDWR HM HORIZ HP HR HS HSS HT HTG HW HWH HWR HWS East Each Expansion Bolt Exhaust Fan Exhaust Grille Expansion Joint Elevation English Leaming Lab Electrical Elevator Enamel Entrance Electrical Panelboard Equal Earth Quake Joint Equipment Expanded Stainless Steel Panel Existing To Remain Electric Water Cooler Excavation Exhaust Expansion Existing Exterior Fahrenheit Fire Alarm Fire Alarm Annunciator Panel Fire Alarm Control Panel Flat Bar Fiber Board Floor Drain Fire Department Connection Foundation Fire Extinguisher Fire Extinguisher Cabinet Finish Floor Finish Floor Elevation Float Glass Fire Hydrant Fire Hose Cabinet Flat Head Machine Screw Flat Head Sheet Metal Screw Flat Head Wood Screw Fum and Installed by Contractor Finish Fum. and Installed by Owner Fum. and Installed by Tenant Floor Flashing Fluorescent From Face Of Face Of Brick Face Of Concrete Face Of Finish Fum. by Owner Installed by GC Fum. by Tenant Installed by GC Fum. by Owner Installed by Vendor Face of Masonry Face of Studs Fire Proof(ing) Fire Resistive Fiber Reinforced Plastic Panels Fire Treated Floor Sink Foot or Feet Footing Furniture Furring Future Fire Valve Cabinet Flat Wall Paint Fabric Wall System Structure Gas Gauge Galvanized Grab Bar Gypsum Backer Board General Contractor Garbage Disposal Ground Fault Interrupter Glass Fiber Reinforced Concrete Glass Fiber Reinforced Gypsum Glass Fiber Reinforced Plaster Galvanized Iron Pipe Glazing Glue Laminated Wood Glue Laminated Beam Glue Laminated Column Ground Galvanized Sheet Metal Gypsum Board Gypsum High Hose Bib Hollow Core Hollow Clay Tile Hollow Core Wood Hardboard Hardener High Density Polyethylene Header High Density Overlay Hardwood Hardware Hollow Metal. Horizontal Heat Pump Handrail Hook Strip Hollow Steel Section Height Heating Hot Water Hot Water Heater Hot Water Retum Hot Water Supply GRAPHIC LEGEND SYMBOL LEGEND A3.01 3 A4.01 3 A4.01 1 BUILDING ELEVATION -VIEW NUMBER -SHEET NUMBER BUILDING SECTION -VIEW NUMBER -SHEET NUMBER WALL SECTION -VIEW NUMBER -SHEET NUMBER DETAIL REFERENCE -VIEW NUMBER 1 i A40 -SHEET NUMBER DETAIL REFERENCE OR - ENLARGED PLAN CALLOUT -VIEW NUMBER -SHEET NUMBER INTERIOR ELEVATION -VIEW NUMBER -SHEET NUMBER GRID L:NES PARTITION TAG -PARTITION TYPE ROOF & FLOOR TAG ROOF OR FLOOR TYPE D E MP N ND NFO NSP NST NSUL NT J JAN JST JT K K KD KIP KIT/ KITCH KO KP KS L L. LAB LAM LAV LB LC LF LH LHR LKR LL LP LSG LT LTWT M MACH MAINT MAS MAT MAX MB MC MCW MDF MDF MDO MECH MEMB MTL/MET MEZZ MFR MG MH MIN MIR MISC MO MOD MPU MRS MRSS MS M/S MTD MTL MUL MUTCD MW N N NA or N/A NC NIC NOJ# NOM NTS 0 OA OC OCC OD OFD OFF OH OHWS OPNG OPP OSB OZ P PA PB PBB PBD PC PCD PDF PERF PERP PG PH PL PLAIN PLAS PLY PLYWD PNL PNT POL nside Diameter nvert Elevation nsulated Metal Panel nches ndicated nformation nspection nstallation nsulation nterior Janitor Joist Joint Kip(s) Kiln Dried 1000 pounds Kitchen Knock Out Kick Plate Knee Space Length Laboratory Laminated Lavatory Pound Learning Community Linear Foot Left Hand Left Hand Reverse Locker Live Load Low Point Laminated Safety Glass Light Light Weight 9 9 Machine Maintenance Masonry Material Maximum Marker Board Medicine Cabinet Mineral Core Wood Medium Density Fiberboard Main Data Frame Medium Density Overlay Mechanical Membrane Metal Mezzanine Manufacturer Mirror Glass Manhole Minimum/ Minute Mirror Miscellaneous Masonry Opening Modify Multi Purpose Unit Motorized Roller Shade • Motorized Roller Skylight Shade Metal Siding Mirror with Shelf Mounted Metal Mullion Manual on Uniform Traffic Ctrl Devices Microwave North Not Applicable Non -Corroding Not In Contract Number Nominal Not To Scale Overall On Center Occupancy Outside Diameter Overflow Drain Office - Over Head Oval Head Wood Screw Opening Opposite Oriented Strand Board Ounce Paint Public Address Pegboard Plaster Base Board Particle Board Precast Paper Cup Dispenser Power Driven Fastner Perforated Perpendicular Plate Glass Phase Plate Plastic Laminate Plaster Plywood Plywood Panel Paint Polish WINDOW TAG W = WINDOWS C = CURTAIN WALL S = STOREFRONT L = LOUVERS NORTH ARROW DIM POINT LEVEL LINE SPOT ELEVATION 10'-0"AFF CUT LINE REVISION CLOUD REVISION NUMBER f. ROOM TAG , CIA&+ROOM ROOM NAME -)ZOOM NUMBER 2200.- '71 200;J A\ DEFERRED SUBMITTALS PP PRE FAB PREP PSF PSI PT PTD PTDW PTN PVC PVMT Q QT QTR R R R&S RA RAD RB. RCP RD REBAR RECEP RECEPT RECT REF REG REINF REQD REQ'D RES RET REV RH RM RO ROW RP RRL RS RWL S S&R S&V SAFM SAN SBS SC Push Plate Prefabricate Prepare/Peparation Pound Per Square Foot Pounds per Square Inch Preservative Treated Paper Towel Dispenser PTD & Waste Receptacle Partition Polyvinyl Chloride Pavement Quarry Tile Quarter Radius Backer Rod and Sealant Return Air Radius Rubber Base Reflected Ceiling Plan Roof Drain Reinforcing Bar Reception Receptacle Rectangular Refrigerator Register Reinforced Required Required Resilient Retaining/ Retum Revision Round Head Room Rough Opening Right Of Way Radius Point Rub Rail Rough Sawn Rain Water Leader South Shelf and Rod Stain & Varnish Self Adhering Flashing Membrane Sanitary Styrene Butadiene Styrene Solid Core SCWSCHED Schedule SCR SCW SD SDR SEC SECT SF SFC SFWS SGEN SHR SHT SHTG SHV SIM SLR SM SMR SMS SND SNW SPEC SQ SS SST ST STA STC STD STL STOR STRUCT SUBFL SURF SUSP SYM T T T&B T&G TB TBB TSCD TOC TD TEL TEMP TER TF TG THK THR TMV TN TO TOD TOF- TLT TOL TOP TOS TOW TPD TV TWS TYP Shower Curtain Rod Solid Core Wood Soap Dispenser Standard Dimension Ratio Second Section Square Feet Special Floor Coating Stretched Fabric Wall System Semi Gloss Enamel Shower Sheet Sheathing Sheet Vinyl Similar Sealer Sheet Metal Sheet Metal Raceway Sheet Metal Screws Sanitary Napkin Dispenser Sanitary Napkin Waste Receptacle Specification Square Service Sink Stainless Steel Stone Station Sound Transmission Class Standard Steel Storage Structure/ Structural Sub floor Surface Suspended Symmetrical Top/Tile Top & Bottom Tongue & Groove Tack Board Tile Backer Board To'iet Seat Cover Dispenser Top of Concrete Towel Dispenser & Waste Tetephone Temporary Terrazzo Tap of Footing Tempered Glass Thick Threshold Thermostatic Mixing Valve Toe Nail Top Of Top of Deck Top of Framing Toilet Toierance Top of Plate Top of Steel Top of Wall Toilet Paper Dispenser Television Tackable Wall Surface Typical U UC UL UNFIN UNO UON. UR UTIL UV V V VAR VCT VERT VEST VG VOL VP VRP VWC W W W/0 W/ WAIN WB WBFS WC WD WDW WF WG WH WOM WP WR WS WT WWF WWM Y YD Under Counter Underwriters Laboratories Unfinished Unless Noted Otherwise Unless Otherwise Noted Urinal Utility Ultra Violet Valve Vamish Vinyl Composition Tile Vertical Vestibule Vertical Grain Volume Veneer Plaster Vitrulan Reinforced Polyurethane Vinyl Wall Covering West Without With Wainscot White Board Water Bottle Filling Station Wag Covering Wood Window Wide Flange Wire Gauge Water Heater Walk Off Matt Waterproof Waste Receptacle Weatherstripping Weight Welded Wire Fabric Welded Wire Mesh Yard Drain SUPPLEMENTAL ABBREVIATIONS SYMBOLS USED AS ABBREVIATIONS & Q d R 0 O And Angle At Centerline Channel Number Penny Per Property Line/ Plate Plus or Minus Round/Diameter Square/ Square Feet Degree(s) Delta/Change ABBREVIATED STRUCTURAL SHAPES C American Standard Channel HP HP Shape L Angle M M Shapes MC Miscellaneous Channel MT Structural Tee Cut from M Shape PL Plate S S Shapes ST Structural Tee Cut from S Shape ST Structural Tubing TS Tube Steel W W Shapes WT Structural Tee Cut from W Shape ABBREVIATED TOILET ACCESSORIES AHD BCS CH FSS GB HSD MIR PCD PTD PTDW RH SCR SD SND SNW TB TPD TSCD WR Automatic Hand Dryer Baby Chaging Station Coat Hook Folding Shower Seat Grab Bar Hand Sanitizer Dispenser Mirror Paper Cup Dispenser Paper Towel Dispenser Paper Towel Dispenser & Waste Receptacle Robe Hook Shower Curtain Rod Soap Dispenser Sanitary Napkin Dispenser Sanitary Napkin Waste Receptacle Towel Bar Toilet Paper Dispenser Toilet Seat Cover Dispenser Waste Receptacle HATCH LEGEND (CUT MATERIAL) iffj 'f , f" •/ EARTH GRAVEL CONCRETE CMU METAL PLYWOOD MDF FINISH WOOD KMBATT INSULATION Err, 1 RIGID INSULATION SIMI-RIGID INSULATION • GWB TYPICAL DOOR SWINGS 1001 1000 R1000 L TYPICAL DOOR - 90 DEGREE DOOR SWING - OPENING NUMBER 180 DEGREE DOOR SWING - OPENING NUMBER RELITE - OPENING NU BER OVERHEAD COILING DOOR - '" JGNUMBER GENERAL CONTRACTOR TO PROVIDE REVIEWED/STAMPED SUBMITTAL FOR THE 11 -EMS OF TUKWILA: LISTED BELOW TO THE CITY 1. EXTERIOR CLADDING 2. CASTELLATED FLOOR BEAMS • ®' (iiirminuregi 111.M111111111=. aym"°`F`aii° III 11111 g.��M■ n II vau i IIIc u II I IIII.=1111111MII. . 'moi UI IIIII���� ezum m. IIII.M=11111M. gni 1��� nc I� ;III____ lilt IIIII��� u III I IiII.��U �. 4.,III IIIIIII11I•��_• VICINITY MAP •-__--------------MEMIIII=MIIIMMIIIIIIIIMISIIIIMIIMIIIIMIIINIMME It __ ■- RA"IBEG4� num I■------• I ------- it Nows min II■-- AVIAT!�0 nom imminommuni. mom .ENE mmin mom .mss iiimiliird-iiirMilmemommin- imoommumummmimonsinimif .=M�E=ssssssss.■ .4.,. INN MNINM1=ssss=OM .ss. Ii�w W�ssssd ri. �� �I,.HII�G�H11 S C H2O O IL1l�� . r I s. IAIVIIIAtTII O1N IHII G1NFCilh KING CO. INT'L. AIRPORT RAISBECK AVIATION HIGH SCHOOL SITE PUBLIC HEALTH NOTE DO NOT USE IMAGE FOR CONS ' UCTION PROJECT DATA ■ PROJECT ADDRESS: RAISBECK AVIATION HIGH SCHO 9229 EAST MARGINAL WAY S. TUKWILA, WA 98108 OWNER: HIGHUNE SCHOOL DISTRICT # 401 SCOPE OF WORK: JURISDICTION: FIRE: WATER AND SEWER: POWER: ZONING: OCCUPANCY: TYPE OF CONSTRUCTION: LOT SIZE: TAX I.D. NOJASSESSORS PARCEL NO.: LEGAL DESCRIPTION: NEW CONSTRUCTION OF A +/- 86,000 F, 3 -STORY HIGH SCHOOL BUILDING AND MECHA ICAL PENTHOUSE. CITY OF TUKWILA TUKWILA FIRE DEPARTMENT CITY OF TUKWILA SEATTLE CITY LIGHT MIC/H GROUP E TYPE I -B 281,605 S.F. OR 6.46 ACRES 542260002002 LOT 2, CITY OF TUKWILA SHORT PLAT NO. L05-057, RECORDED FE UNDER RECORDING # 20070228900007 IN KING COUNTY, WASHING (SEE TOPOGRAPHIC SURVEY; THIS SET) GROSS BUILDING SQUARE FOOTAGE: LEVEL 1: LEVEL 2: LEVEL 3: MECHANICAL PENTHOUSE: EXTERIOR TERRACES: 21,005 SF 25,033 SF 26,283 SF 12,726 SF 1,310 SF TOTAL: 86,357 SF VARY 28, 2007 N STATE. PUBLIC HEALTH - SEATTLE & KING COUNTY INSPECTION REQUIRED ON COMPLETION OF WORK PRIOR TO OPENING. GENERAL NOTES 1. PROJECT MANUAL THAT COMPLIMENTS THIS DRAWING SET IS WRITTEN IN MASTER FORMAT 2004 EDITION. PLEA' E REVIEW PRIOR TO BID. 2. VERIFY AND COORDINATE SITE CONDITIONS AND DIMENSIONS. BRING INCONSISTENCIES TO ATTENTION OF ARCHITECT BEFORE PROCEEDING WITH WORK. 3. IMMEDIATELY BRING INCONSISTENCIES, ERRORS AND OMISSIONS FOUND IN THE DRAWINGS AND SPECIFICATIONS TO ATTENTION OF ARCHITECT. 4. DO NOT SCALE DRAWINGS. COORDINATE DIMENSIONS SHOWN ON DRAWINGS WITH ACTUAL FIELD MEASUREMENTS. NOTIFY ARCHITECT OF DISCREPANCIES. 5. ALL DIMENSIONS AT NEW CONSTRUCTION ARE TO FACE OF FRAMING, FACE OF CONCRETE AND NOMINAL FACE OF MASONRY, CENTERLINE OF OPENINGS, AND CENTERLINE OF FRAMING AND COLUMNS, UNLESS NOTED OTHERWISE. 6. WORK INSTALLED IN CONFLICT WITH CONSTRUCTION DOCUMENTS WILL BE CONSIDERED IN NON-CONFORMANCE AND SHALL BE CORRECTED AT NO EXPENSE TO OWNER OR ARCHITECT. 7. COORDINATION: COORDINATE WORK TO COMPLY WITH DRAWINGS AND SPECIFICATIONS, INCLUDING MECHANICAL, ELECTRICAL, EQUIPMENT AND OTHER CONSTRUCTION. 8. FOLLOW MANUFACTURER'S INSTRUCTIONS, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE INDICATED OR REQUIRED BY CONSTRUCTION DOCUMEN S OR APPLICABLE CODES, ORDINANCES AND REGULATIONS. 9. PROVIDE AND INSTALL SOLID BLOCKING OR BACKING FOR ALL WALL AND CEILING MOUNTED ITEMS. 10. PROVIDE INTERMEDIATE ROD AND SHELF SUPPORTS FOR SPANS EXCEEDING 36". 11. INSTALL OUTLETS, SWITCHES AND OTHER RECESSED ITEMS AT FIRE RATED WALLS IN ACCORDANCE WITH I.B.C. 12. ISOLATE AND OFFSET PENETRATION ONE STUD SPACE MINIMUM AT SOUND RATED WALLS TO PREVENT SOUND TRANSMISSION. 13. INSTALL GYPSUM BOARD, OR OTHER SHEATHING OR BACKER BOARD AS SCHEDULED OR INDICATED, ON BOTH SIDES OF WALL FRAMING UNINTERRUPTED FROM FLOOR TO UNDERSIDE OF FLOOR OR ROOF DECK, UNLESS NOTED OTHERWISE. 14. ATTACH PIPING IN SOUND RATED WALLS WITH VIBRATION ISOLATORS. ISOLATE PIPIN TO PREVENT CONTACT WITH ADJACENT CONSTRUCTION. 15. MOUNT ELECTRICAL WIRING DEVICES AND MECHANICAL TEMPERATURE SENSORS AT kiEIGHTS PER SPECIFICATIONS AND INTERIOR ELEVATIONS. VERIFY SWI H, OUTLET AND OTHER DEVICE HEIGHTS TO CLEAR CASEWORK, RADIATORS AND WALL MOUNTED ITEMS, INCLUDING BACK SPLASHES. 16. COORDINATE SIZES AND LOCATIONS OF OPENINGS AND ROUGH -INS FOR MECHANICAL', ELECTRICAL AND OTHER EQUIPMENT WITH RELATED SUB-CONTRAC.ORS, AND SHOP DRAWINGS APPROVED BY ARCHITECT, BEFORE PROCEEDING WITH THE WORK. 17. VERIFY SIZES AND LOCATIONS OF MECHANICAL AND ELECTRICAL EQUIPMENT PADS, CURBS, BASES, POWER, WATER AND DRAIN INSTALLATION WITH EQUI MENT MANUFACTURERS BEFORE PROCEEDING WITH THE WORK. PROVIDE AND INSTALL SEISMIC BRACING & FASTENING IN ACCORDANCE WITH CODE REQUIREMEN S. 18. COORDINATE EXACT LOCATION OF CONDUIT, PLUMBING AND PIPING WITH ELECTRICAL\AND MECHANICAL SUBCONTRACTORS. 19. EXIT DOORS: OPERABLE FROM INSIDE BUILDING WITHOUT USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT. 20. EXIT SIGN LETTERS: SIX (6) INCHES HIGH MINUMUM. CONFORM WITH APPLICABLE CODES. 21. FINISHES: IN FINISHED INTERIOR AREAS: NO EXPOSED PIPE, CONDUITS, DUCTS, VENTS, ETC. U.N.O., CONCEAL UTILITY LINES BEHIND FINISHED CONSTRUCT! N UNLESS NOTED AS EXPOSED CONSTRUCTION ON DRAWINGS OR APPROVED BY ARCHITECT. IF A FOREMENTIONED WORK CANNOT BE CONCEALED WITHIN FINIS ED CONSTRUCTION OF THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL PROVIDE & INSTALL FURRED & FINISHED HORIZONTAL & VERTICAL CHASES TO MATC ADJACENT FINISH TO CONCEAL WORK, COORDINATE WITH ARCHITECT. s 1. 22. OFFSET AND ADJUST FRAMING TO MAKE FINISHED SURFACES FLUSH AND TRUE TO LINE. 1 23. PROVIDE GALVANIC ISOLATION BETWEEN DISSIMILAR METALS. 24. FIRE EXTINGUISHER CABINETS, EXIT SIGNS, FIRE ALARM AND FIRE PROTECTION SYST M COMPONENTS SHALL BE LOCATED IN CONFORMANCE WITH CITY OF TU ILA FIRE DEPARTMENT AND OTHER REGULATORY REQUIREMENTS. 25. PROVIDE AND INSTALL FIRE -RESISTIVE JOINT SYSTEMS, FIRE BLOCKS, DRAFT STOPS, AND FIRESTOP SYSTEMS IN ACCORDANCE WITH I.B.C. 26. FIRE PROTECTION: PROVIDE AUTOMATIC FIRE SUPPRESSION SPRINKLER SYSTEM THROUGHOUT, IN ACCORDANCE WITH APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SEE REFLECTED CEILING PLANS AND FIRE PROTECTION DRAWINGS. 27. SPRINKLER SYSTEM TO BE APPROVED BY CITY OF TUKWILA FIRE DEPARTMENT AND OTHER REGULATORY AGENCIES PRIOR TO INSTALLATION. OBTAIN ARCHITECT'S APPROVAL OF FIRE PROTECTION DRAWINGS PRIOR TO SUBMITTAL FOR FIRE DEPARTMENT REVIEW. 28. RUN FIRE PROTECTION MAIN LINES AND INSPECTOR TEST LINES OUT BEYOND BUILDING LINES. DO NOT DRAIN WATER ACROSS SIDEWALK OR OTHER CONCRETE is. PRAOVIDE DESIGN BUILD FIRE PROTECTION DRAWINGS AND ENGINEERING AS REQUIRED BY CONSTRUCTION DOCUMENTS AND THE CITY OF TUKWILA FIRE DEPARTMENT. 30. COORDINATE INSTALLATION OF FIRE,PROTECTION SYSTEM WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND OTHER WORK TO ENSURE NO CONFLICT AS A RESULT OF FIRE PROTECTION SYSTEM INSTALLATION. 31. REFER TO SHEET G1.02 FOR LIMITS OF FIREPROOFING FOR THIS PROJECT. FIREPROOFING MAY BE OMITTED IN CERTAIN DRAWINGS AND DETAILS FOR CLARITY. 32. CORNER GUARD LOCATIONS ARE SHOWN ON FINISH / SIGNAGE PLANS. SPECIAL INSPECTIONS 1. REQUIRED BY THE FIRE DEPARTMENT: -OVERHEAD SPRINKLER PIPING -FIRE ALARM -HOOD AND DUCT INSPECTIONS -FIRE DOORS AND FIRE DAMPERS -FIRE FINAL 2. AS SPECIFIED IN IBC SECTION 1704 AND 1705: -SEE STATEMENT OF SPECIAL INSPECTIONS TABLE ON STRUCTURAL SHEET S1.03 SHEET IND X G0.01 1 COVER SHEET i G1.01 1 CODE ANALYSIS PLANS & NOTES • 1G1.02 LIMITS & TYPES OF FIREPROOFING G1.03 !LIMITS & TYPES OF FIREPROOFING !TOPOGRAPHIC SURVEY G4.00 !SITE PLAN C1.01 NOTES, LEGEND, ABBREVIATIONS, AND INDEX `02.01 DEMOLITION PLAN lC3.01 TEMPORARY EROSION AND SEDIMENT CONTROL (T.E.S.C.) PLAN 103.02 !TEMPORARY EROSION AND SEDIMENT CONTROL (T.E.S.C.) DETAILS ;AND NOTES C4.01 GRADING AND STORM DRAINAGE PLAN C4.02 ; GRADING AND STORM DRAINAGE PLAN ! C4.03 1 FOUNDATION AND ROOF DRAINAGE PLAN C4.04 FOUNDATION AND ROOF DRAINAGE PLAN 1C4.05 !DRAINAGE DETAILS 105.01 rHORIZONTAL CONTROL AND PAVING PLAN 05.02 ;HORIZONTAL CONTROL AND PAVING PLAN 05.03 !PAVEMENT MARKINGS AND SIGNALS PLAN [C5.04 I PAVING DETAILS 06.01 !UTILITY PLAN 106.02 UTILITY PLAN C6.03 !UTILITY PROFILES 1L1.00 .LANDSCAPE SITE PLAN 1L1.10 LANDSCAPE MATERIALS PLAN - EAST k LI. I I I1-ruliJJ. P\rc rvIt' I cr'II L. rLP11V - V CO I LANDSCAPE GRADING PLAN - EAST L2.10 L2.11 LANDSCAPE GRADING PLAN - WEST L3.10 !LANDSCAPE SECTIONS AND ELEVATIONS L3.20 LANDSCAPE DETAILS L3.21 j LANDSCAPE DETAILS L4.10 i IRRIGATION PLAN - EAST L4.11 1 IRRIGATION PLAN - WEST L5.10 !PLANTING PLAN - EAST L5.11 !PLANTING PLAN - WEST L5.20 PLANTING DETAILS & SCHEDULE A1.11 COMPOSITE FLOOR PLANS - LEVEL 1 & 2 !A1.12 COMPOSITE FLOOR PLANS - LEVEL 3 & MECHANICAL PENTHOUSE 1A1.13 COMPOSITE ROOF PLAN 41/42.01 LEVEL 1 FLOOR PLAN ;A2.01D !LEVEL 1 FLOOR DIMENSION PLAN A2.02 ! LEVEL 2 FLOOR PLAN 1A2.02D LEVEL 2 FLOOR DIMENSION PLAN j A2.03 !LEVEL 3 FLOOR PLAN 1A2.03D ,LEVEL 3 FLOOR DIMENSION PLAN A2.04 ! MECHANICAL PENTHOUSE PLAN A2.05 (ROOF PLAN A3.01 !EXTERIOR ELEVATIONS A3.11 !ENLARGED EXTERIOR ELEVATIONS - NORTH -- - - A3 12 ;A3.13 A3.14 A3.21 1A4.01 A4.02 A4.03 - 1 ENLARGED EXTERIOR ELEVATIONS - ENLARGED EXTERIOR ELEVATIONS SOUTH - EAST & WEST ENLARGED EXTERIOR ELEVATIONS 1BUILDING SECTION EAST/WEST WALL SECTIONS 1 WALL SECTIONS j WALL SECTIONS A4.04 WALL SECTIONS MECH PENTHOUSE SOUTH 1A4.05 ;WALL SECTIONS A4.11 [SHAFT SECTIONS IA4.12 !SHAFT SECTIONS A4.13 !SHAFT SECTIONS -A5.11 STOREFRONT AND LOUVER TYPES A5.12 CURTAINWALL TYPES - - A5.13 CURTAINWALL TYPES A5.14 CURTAINWALLTYPES ;A5.21 ;STOREFRONT OPENING DETAILS A5.23 I CURTAINWALL OPENING DETAILS 'A5.25 CURTAINWALL OPENING DETAILS 1A5.31 !EXTERIOR CLADDING DETAILS 'A5.32 ;EXTERIOR CLADDING DETAILS A5.33 1 EXTERIOR CLADDING DETAILS A5.41 ! MISC. EXTERIOR DETAILS A5.81 !ROOF DETAILS !A6.11 ENLARGED TOILET AND CUSTODIAN PLANS }A6.21 !ENLARGED CENTRAL STAIR PLANS AND SECTIONS !A6.22 ! ENLARGED EAST STAIR PLANS AND SECTIONS ;A6.23 ENLARGED WEST STAIR PLANS AND SECTIONS A6.24 MECHANICAL PENTHOUSE STAIR PLANS AND SECTIONS 1A6.28 STAIR & RAILING DETAILS A6.29 j STAIR & RAILING DETAILS A6.31 ENLARGED ELEVATORS PLANS, SECTIONS AND DETAILS 1A6.41 ;TELESCOPING SEATING PLAN AND STRIPING PLAN !A6.42 ;TELESCOPING SEATING PLAN & SECTION A7.01 1 INTERIOR ELEV. LOBBY / CENTRAL STAIR 1A7.02 !INTERIOR ELEV. LEVEL 1 A7.03 ; INTERIOR ELEV. LA7.04 !INTERIOR ELEV. A7.05 I INTERIOR ELEV. A7.06 ; INTERIOR ELEV. A7.07 INTERIOR ELEV. A7.08 '; INTERIOR ELEV. LEVEL 1 - WEST CORRIDOR LEVEL 1 MULTIPURPOSE ROOM LEVEL 1 - EAST CORRIDOR LEVEL 1 LEVEL 1 A7.09 1 INTERIOR ELEV. A7.10 INTERIOR ELEV. LEVEL 2 LEVEL 2 M/.I 1 ' Intl CfCWR CLCV. LCVCLL .. A7.12 INTERIOR ELEV. LEVEL 3 A7.13 INTERIOR ELEV. LEVEL 3 _ __ A7.14 INTERIOR ELEV. LEVEL 3 !A8.01 !LEVEL 1 - REFLECTED CEILING PLAN A8.02 LEVEL 2 - REFLECTED CEILING PLAN A8.03 LEVEL 3 - REFLECTED CEILING PLAN i -A8.04 MECHANICAL PENTHOUSE - REFLECTED CEILING PLAN !A9.01 WALL TYPE SCHEDULE 'A9.02 WALL TYPE SCHEDULE A9.03 ROOF, CEILING & FLOOR TYPE SCHEDULE AND DETAILS A9.31 DOOR AND HOLLOW METAL FRAME SCHEDULE AND TYPES A9.51 INTERIOR DETAILS iA9.71 CEILING DETAILS ;A10.11 INTERIOR FINISH SCHEDULE A10.41 SIGNAGE DETAILS REVISIONS No changes shaft be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require new plan submitt fall and may include additi Ian review fees.. FILE COPY Permit No. Plan review approval is subject to errors and ,I Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and con es is acknowledged: �c k owl /edged: By nqacify. 1�l I\ 1 1L= er � t/ Date' -f c City Of Tukwila `1 BUILDING DIVISION S1.01 !S1.02 !S1.02 S1.03 81.04 S2.01 IS2 01a 1 S2.01 b S2.01c 'S2.02 S2.02a S2.03 i S2.03a 52.04 S2.04a__ S2.05 I S2.11 GENERAL NOTES GENERAL NOTES GENERAL NOTES GENERAL NOTES LEVEL 1 PLAN LEVEL 1 SLAB PLAN LEVEL 1 FOUNDATION PLAN ; LEVEL 1 PILE PLAN LEVEL 2 FRAMING PLAN LEVEL 2 SLAB PLAN LEVEL 3 FRAMING PLAN LEVEL 3 SLAB PLAN MECHANICAL PENTHOUSE FRAMING PLAN MECHANICAL PENTHOUSE SLAB PLAN ROOF FRAMING PLAN NORTH ELEVATION S2.12 • ': SOUTH ELEVATION I S2.13 ' EAST/WEST ELEVATION S3.01 FOUNDATION DETAILS S3.02 ; FOUNDATION DE °AILS rS3.03 FOUNDATION DETAILS S3.04 I FOUNDATION DETAILS i 53.11 FOUNDATION DETAILS S4.01 ;FLOOR FRAMING DETAILS S4.02 1 FLOOR FRAMING DETAILS S4.03 FLOOR FRAMING DETAILS T S4.04 FLOOR FRAMING DETAILS S4.05 FLOOR FRAMING DETAILS S4.11 ! ROOF FRAMING DETAILS S4.12 ROOF FRAMING DETAILS S4.13 ROOF FRAMING DETAILS S5.01 BRACED FRAME ELEVATIONS S5.02 BRACED FRAME ELEVATIONS S5.03 BRACED FRAME DETAILS 55.04 BRACED FRAME DETAILS S5.05 BRACED FRAME DETAILS S6.01 COLD FORMED STEEL FRAMING DETAILS S6.02 I COLD FORMED STEEL FRAMING DETAILS S6.03 COLD FORMED STEEL FRAMING DETAILS S7.01 ENLARGED STAIR PLANS - S7.02 STAIR FRAMING DETAILS S7.03 STAIR FRAMING DETAILS M0.01 1M0.02 1M0.03 1M0.04 M0.05 M1.00 !M1.01 M2.01 : LEVEL 1 PLUMBING FLOOR PLAN - - M2.02 ! LEVEL 2 PLUMBING FLOOR PLAN M2.03 LEVEL 3 PLUMBING FLOOR PLAN M2.04 MECHANICAL PENTHOUSE PLUMBING FLOOR PLAN M3.01 LEVEL 1 HVAC FLOOR PLAN M3.02 LEVEL 2 HVAC FLOOR PLAN ; M3.03 LEVEL 3 HVAC FLOOR PLAN M3.04 1 MECHANICAL PENTHOUSE LOWER HVAC FLOOR PLAN _M3.05 MECHANICAL PENTHOUSE UPPER HVAC FLOOR PLAN M4.01 LEVEL 1 HVAC PIPING FLOOR PLAN M4.02 LEVEL 2 HVAC PIPING FLOOR PLAN M4.03 LEVEL 3 HVAC PIPING FLOOR R PLA N M4.04 MECHANICAL PENTHOUSE HVAC PIPINGR LOOR PLAN ' M5.00 SMOKE CONTROL SEQUENCE AND CALCULATIONS M5.01 LEVEL 1 FIRE PROTECTION FLOOR PLAN M5.02 LEVEL 2 FIRE PROTECTION FLOOR PLAN M5.03 LEVEL 3 FIRE PROTECTION FLOOR PLAN M5.04 MECHANICAL PENTHOUSE FIRE PROTECTION FLOOR PLAN M7.01 I ENLARGED BOILER ROOM PLAN M7.02 ENLARGED KITCHEN PLAN M7.03 MECHANICAL SECTIONS M7.04 MECHANICAL SECTIONS M7.05 MECHANICAL SECTIONS - M7.06 MECHANICAL SECTIONS M8.01 MECHANICAL HEATING WATER SYSTEM RISER DIAGRAM M8.02 MECHANICAL CHILLED WATER SYSTEM RISER DIAGRAM M8.03 MECHANICAL WASTE AND VENT RISER DIAGRAM M8.04 MECHANICAL GAS RISER DIAGRAM M9.01 MECHANICAL DETAILS M9.02 MECHANICAL DETAILS 1M9.03 . MECHANICAL DETAILS M9.04 MECHANICAL DETAILS M9.05 - MECHANICAL DETAILS M9.06 MECHANICAL DETAILS ! MECHANICAL LEGEND MECHANICAL ABBREVIATIONS AND GENERAL NOTES MECHANICAL SCHEDULES MECHANICAL SCHEDULES MECHANICAL SCHEDULES MECHANICAL SITE PLAN ; PLUMBING FOUNDATION PLAN E0.01 ELECTRICAL LEGEND E0.02 ELECTRICAL ABBREVIATIONS AND GENERAL NOTES E0.03 LIGHTING FIXTURE SCHEDULE E0.04 1E-61.-05 E1.01 E2.01 1E2.02 1E2.03 E2.04 1E3.01 i E3.02 !E3.03 E3.04 E5.01 E5.02 !E5.03 E5.04 - -- -- - -- - - ---------------------------- LIGHTING CONTROL DIAGRAMS LIGHTING CONTROL DIAGRAMS ELECTRICAL SITE PLAN LEVEL 1 LIGHTING FLOOR PLAN LEVEL 2 LIGHTING FLOOR PLAN ;LEVEL 3 LIGHTING FLOOR PLAN MECHANICAL PENTHOUSE LIGHTING FLOOR PLAN ;LEVEL 1 POWER FLOOR PLAN LEVEL 2 POWER FLOOR PLAN LEVEL 3 POWER FLOOR PLAN MECHANICAL PENTHOUSE POWER FLOOR PLAN LEVEL 1 FIRE ALARM FLOOR PLAN LEVEL 2 FIRE ALARM FLOOR PLAN LEVEL 3 FIRE ALARM FLOOR PLAN MECHANICAL PENTHOUSE FIRE ALARM FLOOR PLAN E6.01 LEVEL 1 SYSTEMS FLOOR PLAN -------- - -- - E6.02 ! LEVEL ----EVEL 2 -------------- SYSTEMS FLOOR - - ------------ PLAN !E6.03 ;LEVEL 3 SYSTEMS FLOOR PLAN E6.04 ; MECHANICAL PENTHOUSE SYSTEMS FLOOR PLAN E7.01 1ENLARGED TELECOM ROOM SYSTEMS PLAN E7.02 ;ENLARGED TELECOM ROOM SYSTEMS PLAN !ENLARGED KITCHEN PLAN ;TELECOM DETAILS E7.03 E8.01 E8.02 E8.03 E8.04 E8.05 E9.01 71 Columbia Seattle, West , T (206) 340 9! CIVIL ENGINES" KPFF 1601 Fifth Ave, Suite 1E Seattle, WA 98101 T (206) 622 5822 F (20E LANDSCAPE ARCI- r SiteWorkshop LLC i)T 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 235\36.29 STRUCTURAL ENGINEER PCS Structural - 811 First Avenue, Suite 620 Seattle, WA 98104 T (206) 292 5076 F (206) 467 7788 MECHANICAL & ELECTRICAL ENGINEER - Hargis Engineers 600 Stewart St, Suite 1000 Seattle, WA 98101 T (206) 448 3376 F (206) 448 4450 ACOUSTIC CONSULTANT Sperling 720 Olive Way, Suite 1400 Seattle, WA 98101 T( 206) (206) 667 0555 F667 0554 FOOD SERVICES JLR -Design Group. 557 Roy Street, Suite 175A attle, WA 98109 06) 625 0070 F (206) 625 0073 DWARE s Consulting North 57th Street le, WA 98103 06) 528-0244 F (206) 528-0138 REVISIONS DESCRIPTION DATE 1 CORRECTION LETTER #2 05/28/10 2 CORRECTION LETTER #3 06/23/10 6073 REGISTERED ARCH TECT LY BROCKMAN STA CF W\SHI NGTON EYARATE_PERMIT REQUIRED FOR: TELECOM DETAILS TELECOM DETAILS I TELECOM DETAILS TELECOM DETAILS Mechan'• I Electrical robing - --_. Gas Piping of_Tukwila E r 1 1-DMVISION ---------------------------- ----------- - - - - - - - ELECTRICAL ONE -LINE DIAGRAM F51.1 1FOOD SERVICE EQUIPMENT FLOOR PLAN AND SCHEDULE - J. FS2.1 ! FOOD SERVICE EQUIPMENT PLUMBING REQUIREMENT PLAN ; FS3.1 ;FOOD SERVICE EQUIPMENT ELECTRICAL REQUIREMENT PLAN FS4.1 i FOOD SE VICE EQUIPMENT SPECIAL CONDITION REQUIREMENT PLA Grand total: 226 CORRECTION LTR# co EVIEWED OR IANCE APPROVED JUL 07 2010 w City of Tukwila Z 5 BUILDING DIVISION b10•04-61 HIGHLINE SCHOOL DISTRICT 401 RAISBECK AVIATION HIGH SCHOOL JOB NO: - ISSUE DATE: DRAWN BY: CHECKED BY: 09819 JUNE 23, 2010 CL CL COVER SHEET JUN?a- i� -,• G0.01 IOCCUPNT LOAD (SECTION 1004) NUMBER OF NUMBER OF OCCUPANTS EACH SPACE, NUMBER OF EXITS AND EXIT WIDTH REQUIRED: SEE com ANALySIS PLANS FOR E.GRESS REQUIREMENTS PER Exrt EACH FIQOR. 4/22/2010 4:17:09 PM GEN EQUIP Occ.: E Rate: 300 88 SF Count:1 ,, kr..„..0000000o 450. EMERGENCY COMM SYSTEM Occ.: E Rate: 300 99 SF V ' Count:1 EXTERIOR LOADING. AREA 032"/36" F32" 36" STOR Occ.: E Rate: 300 164 SF Count:1 CLASS III STANDPIPE W/ HOSE CONNECTION EACH FLOOR, TYP. CUSTODIAN Occ.: E Rate: 300 120 SF Count:1 55555 .5,5":0554.545015-5415I5:55:,5 544,K 1 CONFERENCE Occ.: E Rate:100 306 SF Count:4 OFFICE Occ.: E Rate:100 332 SF Count:4 EMP.5ve%*. .•50:MMEMOKEEM:MMEM.4;v:MB.M.M.WP"'""'"" 5%'"I5,50=5:&5550'""",:":"''5M0'55.5M1IMI=Z•55.,. MI5175555.505&/ 4 32"/72" t•4 :54 „,", • 5 6 55,5,55;v55,5,55,55,54555`45,5,055,5,55,5,:g BOILER Occ.: E Rate: 300 1020 SF Count:4 1 • 1 1 1 0 1 1 1 1 : MULTI-PURPOSE ROOM L. Occ.: E R 7 17 SF"-"", Count:310/ 3 [32"/48" -65WW:5•M/5:5500.:M:LZ55K55;15M555555,00555.5=57M751B-0m-55,-2z:moum=g00..0mmworgmES:gaMgat.EA LOADING/HOLDING Occ.: E Rate: 300 298 SF Count:2 • g ST EL ELEV. MACH Occ.: E Rate: 300 79 SF Count:1 111 , -132"/ 36" _i /' pfai ••••••••• •-•,a,"1"."" ' ...••••525X: - 155 32"/72" TELESCOPIN SEATING EXTENDED. 224 SEATS (1600 SF) 4 OFFICE Occ.: E Rate:100 250 SF Count:3 OFFICE Occ.: E Rate:100 141 SF Count:2 ?j'54 RECEPT. WORK AREA Occ.: E Occ.: E Rate:100 Rate:100 125 SF 389 SF Count:2 ; Count: 4„4 H.E. REFUGE AREA.I. 32/0.15=213 / 101 4•, 213X3 SF=639 SF4. H.E. 9 .1 32„/72,, ..,32"/8 32"/36" A7 , 17 32"/72" 555455555544454452,5750,7 SEATING EXTENDED: 82+224 = 306 SEATING RETRACTED (2173 SF) 2005,5492000 - L 108' MAX TRAVEL PATH 32"/36" 7,10W5m55f:Z4W ELECTRICAL ROOM Occ.: E Rate: 300 197 SF Count:1 LEVEL 1 CODE ANALYSIS PLAN 1/16" = LAUNDRY Occ.: E Rate: 300 61 SF Count:1 OFFICE Occ.: E STOR Occ.: E Rate: 300 285 SF Count:1 I.`5:5541515.55 TEMIIIMM555E5 55:5M5MII5E55755Z5MAM Rate:100 75SF 1 Count:1 ,32436", DRY STOR Occ.: E Rate:300 87 SF Count:1 o 1 0g /32/36 iggelmr,szsommolf KITCHEN Occ.: E Rate: 200 1084 SF Count:6 4.55,55.5,50,0555544,.., EST EL MESE-004-50. LEVEL 2 CODE ANALYSIS PLAN , 1 5 \- 3 I 2 32"/36" 32"/36" 32"/36"1 4 55U7,550".../.5"5"5"'"545555'5,5,5,57,557/...,5 &45:445.A.4.4:4' H.E. REFUGE AREA: 32"/0.15=213 213X3 SF=639 SF ------- .„. 1 .‘ 20E:NM00:05ENtS.A0 y1 - 11i 1 -rA 11I #°°tI 2 32"/36" 3"/36"32"/3 j32"/36'32"/36"22"/36"32"/ 3 6".1k„332", 36". //// 3/z - a ..-- " . .0 " WEVAI.M ----- , 2 STOR Occ.: E Rate:300 78 SF Count:1 LOBBY Occ.: E Rate:15 • 1395 SF Count: 93 H.E. REFUGE AREA: :,.p1 32"/0.15=213 213X3 SF=639 SF ae-'21`4::db H.E. STOR GREEN RM Occ.: E Occ.: E Rate:300 Rate:20 165 SF 90 SF Count:1 Count:5 GREEN RM CONF CONF CONF IT Occ.: E Occ.: E Occ.: E Occ.: E Occ.: E Rate: 20 94 SF Count:5 ELE 1> 32"/36w/36" REGIST. HEALTH OFFICE STOR Occ.: E Occ.: E Occ.: E Occ.: E Rate:100 Rate:100 Rate:100 Rate:300 103 SF 297 SF 82 SF 43 SF Count:2 Count:4 Count:1 Count:1 3 '/36" 11 0. r 4 a2"./36"._ , 32"/36" /111/1 0.5:50.0554,0,50554-505.05,, -4505 106 138' MAX TRAVEL PATH "/72" ."777771 4 :155055:0:5&..4 • 15/5i ; 1 AI.e•-3 39 Lilo; 32"/36" PHYSICS LAB Occ.: E Rate: 20 1496 SF Count:76 1132' 3 ...... CLASS I STANDPIPE W/ HOSE CONNECTION EACH FLOOR, TYP. MDF Occ.: E Rate:100 Rate:100 Rate:100 Rate:100 Rate:300 93 SF 92 SF 92 SF 105 SF 144 SF Count:1 Count:1 Count:1 Count:2 Count:1 AV ROOM Occ.: E Rate:300 43 SF Count:1 H.E. REFUGE AREA: 32/0.15=213 213X3 SF=639 SF • OPEN TO BELOW COMMON? Occ.: E Rate:15 5124 SF Count:417 SEATING EXTENDED: 303+114 = 417 SEATING RETRACTED (5,124 SF) = 342 551 4. 5••• -,,.,....„,,:r411 1,.., FLEA 08.p( 1-1E108 32"/.:36" ......32"/36"`\ '''' , • .0..L. / • 321‘36.1: 55, /5555 v51 eg 1. 11.144. OFFICE Occ.: E Rate:100 112 SF Count:2 H.E. REFUGE AREA: 32/0.15=213 639 SF ELESCOPI SEATING EXTENDED: 114 SEATS (585 SF) EFUGE AREA: 32/0.15=213 213X3 SF=639 SF rg: ----- Ea. Rate: 3.t 23t, Count: 132"/36"r 1 T1 Ty. . cr. - • 4 1 r H.E.1 07 ,'-`11.E. 1 V7 6 : ..1,r:- 32"/36" 32"/36" 0 05.- I.:7.5 • 05500.4.5-.0550.550 1 (127 32"/36".. UP STUDENT STORAGE Occ.: E Rate: 300 81 SF Count:1 STOR Occ.: E Rate: 300 110 SF Count:1 IA ' 38 32"/36" CLASSROOM Occ.: E Rate:20 1 803 SF Count:41 • • 0, ,55.5550.5N115.5v .55.55.55.5550,555555.55-5,55,55,5-5555, • V ri E: 38 2"/36" • . ,•••",,,;55.'5,5555555- .. 554 OFFICE CAREER CENTER OFFICE Occ.: E Occ.: E Occ.: E Rate:100 Rate:100 Rate:100 113 SF 504 SF 159 SF Count:2 Count:6 Count:2 0:00500.0r.•-••••,•••••••••••" 6"!32"/36"q 0 2 444 13 36" 2 BREAK ROOM Occ.: E Rate:15 65 SF Count:5 :10:3200r • STORAGE I A Occ.: E "/36" Rate:100 ...144 4...44:4444.444/E4 1:545,4•0:4, CENTRAL STAIR Occ.:E Rate:i 5 1167'SF Count:78 DN H.E. REFUGE AR 32"/0.15=213 13X3 SF=639 SF STOR Occ.: E Rate:300 83 SF Count:1 55:00.5500/55,54- ....... GENERAL CIENCE LAB s; Occ.: E 32"/36" Rate:20 1444 SF Count: 73 27- - 32"/72" CLASSRM Occ.: E Rate:20 918 SF Count:46 E5=5,,57Sa5=MVIO75, SM PROJ LAB Occ.: E Rate:20 826 SF Count:43 <43 105 32"/36" 32"/72" MACH LAB Occ.: E Rate: 50 ri 1747 -SF • Count: • 32136" 132136" 46 LL 44 ..........,........ .....,,,,...„.7 CLASSRM Occ.: E Rate:20 880 SF Count:44 55505055455 ...45,5,55545.55555, 0k;owitiorstitri$,*,61 • moml 29 SOUTH TERRACE Occ.: E • Rate:15 394 SF Count:27 MOM 36 32"/36" .444 44/4 WEL P 32" 00 32" 36111,:11 7717 abr .... I : 4444444 1 /132"/36" / CLASS III STANDPIPE W/ „.. HOSE CONNECTION EACH FLOOR, TYP • o ..,...:,4,...., .32" 36" 55•E 4..5: . 4E7E0 4155505515500'5045500 48 MAT STOR Occ.: E Rate:300 83 SF Count:1 COMP ROOM Occ.: E Rate:300 47 SF Count:1 IDF Occ.: E Rate:300 52 SF Count:1 32"/36" T STAI f0455.550.., - mo• -••=4,z-04 36" Rate:20 \N • 487 SF A Count:24 H 137 32"/36" `11707rogr FLEX Occ.. E 32'36" Q CAD LAB Occ.: E Rate:20 1181 SF Count:58 PREP/STORAGE Occ.: E Rate:100 350 SF Count:4 29 32"/36" 41/17444 42 32"/36" CLASSRM Occ.: E Rate:20 782 SF Count:41 CO. 44 00100 0=-"-"`"' TRUE NORTH EAST TERRACE #1 Occ.: E Rate:15 316 SF Count: 23 JAN Occ.. E Rate:300 94 SF Count:1 CLOSET Occ.: E Rate:300 13 SF Count:1 TRUE NORTH 1/16" = 11-0" STOR Occ.: E Rate:300 174 SF Count:1 ELEC IDF Occ.: E Occ.: E Rate:300 Rate:300 159 SF 134 SF Count:1 Count:1 STORAGE Occ.: E Rate:300 89 SF Count:1 15-0 751 'orrY15:055:::5 44.557555.•;:r 5 ;5555,, 0040.000..... CLASSRM Occ.: E Rate:20 861 SF Count:42 32"/36" 43 FLEX Occ.: E Rate:20 386 SF Count:20 FEc„ VVBF 55•;55.5555M501=55555ath53315'„00005 CLASSRM Occ.: E Rate:20 936 SF Count:47 NEENI W.COMMM11111,11111111111.44,,MMOMMAMOZMM. eMOW • 7444444444441777: A " 47 32"/36"i:,; ,0 40M;re.g 44 144*111. CLASSRM Occ.: E Rate:20 941 SF Count:48 ... 4 0 STORAGE STAFF LOUNGE CLOSET Occ.: E Occ.: E Occ.: E Rate:300 108 SF Count:1 PRO LEARNING Occ.: E Rate:20 928 SF Count:46 32"/36" '032736" 48 t 47 V 1111,111F1•1111- f/ 454 • 1 :55-54444 1I5I5 L141 Rate:15 Rate:300 873 SF 21 SF Count:58 Count:1 • „ „„ ir5 550 32"/36" 29 32"/36" 110 /0 4• 11 ----45,10•1555,505,4 AWINF:100:' 0, .. '---- NCE 32"/36";'1 Rate:15 RAVEL DiTAH.E. REFUGE AREA: 38"/0.15=253 5F=759 SF 5- 55 55:5,..%5.55,.5:5: CLASSRM Occ.: E Rate:20 933 SF Count:47 r 55 055105,7 A N i 47i , o 32"/ 36"F. 44 32"A36" LEVEL 3 CODE ANALYSIS PLAN CLASSRM Occ.: E Rate:20 868 SF Count:44 1. 44 44 44 CLASSRM Occ.: E Rate:20 946 SF Count:47 H.E. 30 32"/36" 44 NORTH TERRACE Occ.: E ate:15 202 SF Count:14 STORAGE Occ.: E Rate:300 89 SF Count:1 • oo..,,072,,, '555'5 14 CLASSRM Occ.: E Rate:20 947 SF 48 Count:48 32"/36" "•11 ,055554150: 11,4 5. 4 H.E. REFUGE ARE 32"X0.15=213 213X3 SF=639 SF .... , .................... 74 .50.5555, 444 CLASSRM Occ.: E Rate:20 977 SF Count: 49 CLASSRM Occ.: E Rate:20 958 SF ount:47 IDF Occ.: E Rate:300 84 SF Count:1 ---055:55:551= 4444 32"/36" CENTRAL S Occ.:E MAI H.E.189 -A, , c 100u7n7t : SF 32"/42",:12,4*11, 40' /:211".EH..E. REFUGE AREA. 253X3 SF=759 SF 1 I 44 ft:M0.0.0505rk.ril DN 38"/0.15=253 161 36" „ mmdmg olgEgr=mmt egIMMIUMIN CLASS III STANDPIPE W/ HOSE CONNECTION EACH STAIR, TYP. STOR Occ.: E Rate:300 122 SF Count:1 44 44 %26 32"/36" FLEX Occ.: E Rate:20 ...3611 491 SF Count:24 5 \1$, (138 32"/36" I 5;44171 6 • Ai: 36 37 32"/36"I CHEMISTRYLAB Occ.: E Rate:20 -1450-SF Count:73 32"/36" 4555100,0,0- .. , ... ZEE -4 :,0005,,,,,,455,4•5555,05,4,05•57 VEL DISTANCE ,A5 .. . # 29 32"/36" 32"/36" 138 32"/36" 29 BIOLOGY LAB 32'136" Occ.: E Rate:20 1216 SF Count: 58 PREP ROOM Occ.: E Rate:100 351 SF Count:4 /4224* ":55.45.00:5 s 55, ,555545•55 EAST TERRACE #2 Occ.: E Rate:15 362 SF Count: 26 5,0:,5,4,Ac5K 5,5555.5.55,5555.400 010 5 '0.45 •;.% 42 44 32"/36" CLASSRM‘ Occ.: E Rate:20 805 SF Count:41 - 4-/44411444/44/, STOR Occ.: E Rate:300 13 SF Count:1 JAN Occ.: E Rate:300 94 SF Count:1 TRUE NORTH 1/16" = 110" SMOKE CONTROL EQUIPMENT ROOM Occ.: E Rate:300 291 SF Count:1 1 32"/36" WES LT , A -41 MOMMCW MO' MM., /1 MOMOMM, h V MWOOMOMMOMMOMMO. 3211/6"., ........ 00* .•• RIMMCOMMI MOMMOMMOMMOYMMOWCOMACOMMMMCCIMAMOOMMOMM,MOMMCCOM MOW.OMMWOMMOMMOMMOMMOOMMWM MOMMOW,MMOVA 1.4.0111147.7 RAVEL DISTANCE WEST / MECHANICAL/ PENTHOUSR E j Rate:300 4563 SF Count:16 7....74 COW MOMIMMOMMOMMOMMWMI M44444,..,,MCCOMOW.MMOMM,WWM OPEN TO STAIR #1 BELOW ELE FA • ELEV MACH Occ.: E Rate:300 56 SF Count:1 MECHANICAL PENTHOUSE 1/16" = 11-0" EAST MECHANICAL PENTHOUSE Rate:300 3756 SF Count:13 ,-• 44 R.6,YESJD145„,TAlicE 44744 11*11*15 36"/60"K IR 1 32"/36"°' .... 1 i • • I 15 32"/36" SMOKECONTROL EQUIPMENT •ssA. ROOM • Occ.: E Rate:300 , 165 SF \‘'‘ Count:1 CLASS 111 STANDPIPE W/ HOSE CONNECTION, EACH STAIR TYP. /". TRUE NORTH 'CODE NOTES (2006 IBC) APPLICABLE CODES 1 =YE TUKWILA MUNICIPAL CODE 2 CITY OF TUKWILA ZONING CODE 2 I1TERNATIONAL3 WI -DING CODE (D3C), 2006 EDTTION; WASHINGTON STATE AMENDMENTS, WAC 51-50* INTER_NATIONAL MECHANICAL CODE (IMC) 2006 EDITION, WASHINGTON STATE AMENDMENTS, WAC 51-52* 4TNTERNATI0NAL FIRE CODE- gq, 2006 EDITION, W.A.SHINGTONSTATEAA4ENDRIENTS, WAC 51-54* 5:NATIONAL ELECTRIC CODE (NEC), 2008 EDITION,WASHINGTON STATE AIVIENDMENTS 6.UNIF ORM PLUMBING CODE (UPC) AND UNIFORM PLUMBING CODE STANDARD, 2006 EDITION WAC 51 56AND 5157* 7 INTERNATIONAI,FUEI., GAS CODE OP GC), 2006 EDITION, WASHINGTON STATE AMENDMENTS &WASHINGTON STATE ENERGY CODE 2006 EDITION WAC 5111* WASHINGTON STATE VENI'ILATION AND IND.00R. AIR QUALITY CODE, 2006 EDITION, WAC 5113*. 10 ACCESSIBILITY CODE ICC/ANSI A117.1-2003 *CURRENT WASBINGTON STATE AMENDMENTS ARE DATED JULY 1, 2007 USE GROUP (C1{APTER3) EDucATJorz,$cH9QL. GRADE *2: ASEMBLY; FOOD & DRINK :CONSUMPTION. (FORMEANS. OF EGRESS ONLY) *3: ASSEMBLY; GYIVINASIUMFOR1VIEANS;OF gpi3.Es$4:)m,y) TYPE OF CONSTRUCTION 1.-B FULLY :SPRINKLERED (SECTION602.2) NONCOMBLISTIBILE.CONSTR.UCTION 'SPECIAL DE TAILED REQUIREMENTS ATRIUM (GYMICO1VILVIONS) AUTOMATIC SPRINICLER PROTECTION SMOKE CONTROL (NOT APPLICABLE) ENCLOSURE OFAIRIUM ATRIO/vI STANDBY POWER INTERIOR FINISH . . TRAVEI; DISTANCE.(SECLION 404.8) AUTOMATIC -SPRINKLER SYSTEM HIGH-RISE BUILDING (CITY OF TUKWILA.) SECTION4O4 SECTION 404.3 SECTION 404.4; REQUIRED FOR ATRIUMS'THATcoNNEcr MORE THA.NTWO STORIES SECTION 404.5 NOT REQUIRED CLASS B.OR GREATER <200 FEET IN CTI-TFR. THANT LOWER LEVEL OF ATRIUM SECTION 410.6, ORDINARY HAZARD PER TMC CHAPTER 16.42.070 TMG CHAPTER 1648 HEIGHT AND NUIVIBER OF STORIES (SECTION504 AND TABLE 503) :ALLOWED MAXIMUM. HEIGHT. (FEET): 160 FT 1vLACEMUM NUMBER OF STORIES 5 • PROPOSED . 53 FT 3 (PLUS MECHANICAL PENTHOUSE) "ALLOWABLE FLOOR AREA (TABLE 503) 1 MAXIMUM FLOOR AREA; .UNLDETED 'PROPOSED FL OOR AREA FIRST FLOOR SECOND FLOOR THIRD FLOOR MECHANICAL PEII'FIOU SE I OTAL BUILDING FLOOR AREA 21,005 SF 25,763 SF .26,863 SF 12,726 SF 36,357 SF IFIRE-RESISTANCE RATING REQUIREMENTS FORHWIDENG ELEMENTS (TABLE 601) ELEMENT' STRUCTURAL FRAMEINCLUDING:COLITIvINS; BEAMS; GIRDERS TRUSSES BEAR.INGWALLS;EXTERIOR' BEARING WALLS, INTERIOR NON-BEARING WALLS AND PARTTITONS,-EXTERIOR NON-BEARING VALLS A.ND PAREELIONS;INTERIOR FLOOR CONSI RUCTION INCLUDING SUPPORTNG BEAMS AND JOISTS. ROOF CONSTRUCTIONINCL1JDING SUPPORTING BEAMS AND JOISTS RATING (HRS) 2 REDUCED EY 1 PIR:WHERE SUPPORTING A.ROOF ONLY: 2: OR AS REQD BY TABLE 602 2 REDUCED BY 1 BR WRIERE SUPPORTING A ROOF ONLY *TABLE 602 0 OR AS R.EQD BY OTHER SECTIONS NOT REQUIRED IF EVERY PART OF.ROOF CONST.. IS. 20OR MORE ABOVE .ANY FLOOR IMMEDIATELY BELOW IFIRE-RSISTANCE RATING - EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE (TABLE 602) DISTANCE (FEET) TO INTERIOR PROPERTY LINE OR CENTERLINE OF STREET OR ALLEY. <5 • 5 TO<10 10 TO <30 30 OR > RATING (ERS) 1 VIRE BARRIERS (CHAPTERS 7 AND 10) , . . SHAFT ENCLOSURES CONNECTING LESS THAN 4 STORIES (SECTION 70) ATRIUM WALLS VERTICAL EXIT ENC.:I-OM-RES (STAIRWAYS) LESS THAN4 STORIES (SECTION 1019) EXIT PASSAGEWAYS (SECTIONS 706, 1020) HORIZONTAL EXIT FIRE BAR.RIERS (SECTION 1022) INCIDENTAL USE AREAS (SECTION 302) FIRE WALLS (SECTION 705) CORRID OWALLS.(sEgnoNis 708,1016.1) EXTERIOR EXIT RAMPS AND STATRW.A.YS (10216.3 EXCEPTION 3) ASSEMBLY RATING (HOEIR.S): OPENING RATING (HOURS): 1 (2 TT -MU 2ER FLOOR.S) 1 1/2 3(4 1 (2 THRU 2 HR. FLOORS) 1 1/2 NIA NIA 2 1 1/2 SEE TABLE BELOW 2 (NOT APPLICABLE) 11/2 (1\17A) 0 INCIDENTAL USE AREAS (TABLE 503.2-) SPACE TYPE 'SEPARATION FURNA.CE ROOMS WITH >400,000 BTU EQUIP. BOIT-ER. ROOM 'WITH BOILER >15 PSI AND 10 HP. I -AB ORATORIES AND VOCATIONAL SHOPS STORAGE ROOMS > 100544 1HOUR OR. PB.OVIDE AUTOMATIC FIRE EXT. &B.ESIST PASSAGE OF smoKE.• 1 HOUR OR PROVEDE AUTOMATIC FIRE EXT & RESIST PASSAGE. OF SMOKE. 1'HOUR OR PROVIDE AUTOMATIC FIRE EXT.' &RESIST PASSAGE OF SMOKE.: 1 HOUR OR PROVIDE AUTOMATIC FIREEXT. & RESIST PASSAGE OF SMITE. ITOTAL OCCUPANT LOAD (BY AREA) FIRST FLOOR (LEVEL 1) SECOND FLOOR (LEVEL 2) THIRD FLOOR (LEVEL 3) MECILANICAL PENTHOUSE TOTAL 668 871 870 32 2,441 'EGRESS WIDTH PER OCCUPANT SERVED (TABLE 1005.1) ELEMENT WITH SPRINKLER SYSTEM STAIRWAYS pTH ER:EG R RS'S COMPONENT WIDTH. INCHES PER OCCUPANT 0.2 0.15 MAXIMUMFLOOR AREA ALLOWANCES PER OCCUPANT (TABLE 1004.1.1) ASSEMBLY WITH: FIXED SEATS ASSEMBLY WITHOOTFIXED stwrs CONCENTRATED (CHAIRS) UNCONCENTRATED (TABLES & CHAIRS) EDUCATIONAL CLASSROOM SHOPS AND OTHERVOCATIONAL OFFICES EXERCISE ROOMS KITCHENS ACCESSORY STORAGE, MECHANICAL EQUIPMENT SEE 1003.2.2.9 7.NET 15 NET 20. NET 50 NET 00 GROSS 50 GROSS 200 GROSS 300 GROSS 'MEANS OF EGRESS (CHAPTER 10) MAXIMUM -TRAVEL DISTANCE FOR ,A AND E OCCUPANCIES, WaH SPRINKLER SYSTEM DEAD END CORRIDORS COMMON PATH OF EGRESS TRAVEL 250 FEET (TABLE? 1016.1) 20 FEET MAX. WHERE mogETHAN 'ONE £IXIT1S R EQUI RED (S noN 1617.3) 75 FEET MAX; (SECTION 10143) MINIMUM NUMBER OF EXITS EOR A AND E OCCUPANCIES (TABLE 1015] - AND SECTION 10191 MAXIMUM NUMBER OF OCCUPANTS NUMBER OF EXITS REQUIRED 49 1 500 2 1,000 3 MORE 'THAN 1.000 -- TOILET EIXTURE.REQUIREMENTS (CHAPTER 29) WA AMENDMENTS: E OCCUPANCY: 5 LOOOSF 100SF PER PERSON := 510 PEOPLE LOAD DI STR IBUDON WATER closErs URINALS LAVATORIES BOYS ii.:i.; 0% = 255 TOTAL 1 PER 40 = 7 WCS REDUCED FOR URINALS = 2 WC'S MIN. URINALS 1 PER 2 WCS OR URINALS - 4 LA VS MIN. GIRLS @ 50% = 255 TOTAL 1 PER 30 0-- 9 WCS MIN. -- 1 P44442 WCS 00 5 LAYS MEN. STAFF44P 1:20 = 26 TOTAL 16 T.0 35 PEOPLE' - 2 WCS MIN.,,,, -- 1 PER 2 WCS OR URINALS- I LAVS ‘,,-. A OCCUPANCY COMMONS/MULTI-PURPOSE ROOM). 7.778SF 4444 30SF PER PERSON = 260 PEOPLE LOAD DISTRIBUTION WATER CLOSET'S URINALS LAVATORIES BOYS q .5o% = 130 TOTAL 126-200 = 4 WCS REDUCED FORURINALS URINALS 00 1 WC MIN. 3 1 PER 2 WCS OR URINALS 2 LAVS MIN. GIRLS c41450%= 130 TOTAL 126-200 = 4 WCSMIN. -- 1 PER 2 WCS 00 2 LAYS MIN. TOTAL REQUIRED 188 14 TOTAL PROVIDED 19 8 14 PRINKING FOUNTAINS (SECTION 29034 810 TOTAL = 3 DFS SHOWERS: NON REQUIRED "SERVICE SINK;2: MN. REVIONED FOR CODE COMPLIANCE APPROVED JUL 07 2010 City of Tukwila BUILDING DIVISION FIRE EXTINGUISHER REQUIREMENTS OM 906) LOCATION CLASS SIZE QUANTITY REMARKS KITCHEN K 10LB I WITHIN 30 FEET OE COMMERCIAL KITCHEN EQUIPMENT THROUGHOUT OTHER AREAS ABC MINIMUM RATED SINGLE FIRE EXTINGUISHER: 2-44 LOCATE ALONG NORMAL PATH OF TRAVEL; ORDINARY HAZARD, MAXIMUM FLOOR AREA PER FIRE EXTINGUISHER: 11,250 SF MAXIMUM TRAVEL DISTANCE .-- 75 FEET CODE ANALYSIS LEGEND 40 32"/36"-. Room name Occ.: E Rate:20 150 SF Count: 40 2 HOUR SHAFT FIE BARRIER 2 HOUR RATED HORIZONTAL EXIT FIRE BARRIER SMOKE RESISTANT GENERAL DIRECTION OF EGRESS OCCUPANT LOAD SERVED BY THE MEANS OF EGRESS (H.E.=HORIZONTAL EXIT) REQUIRED WIDTH/ PROVIDED EGRESS WIDTH (NOMINAL WIDTH AT DOORS) • RECEIVED APR 23 2010 PERMIT CENTER CORRECTION LTR# ROOM TAG: OCCUPANCY CLASSIFICATION SQUARE FEET PER OCCUPANT ROOM SQUARE FEET OCCUPANT LOAD •1(>' 03 LETTER #1 1... 0 0 bassetti architects 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206)340 9500 F (206) 340 9519 CIVIL ENGINEER KPFF 1601 Fifth Ave, Suite 1600 Seattle, WA 98101 T (206) 622 5822 F (206) 622 8130 LANDSCAPE ARCHITECT SiteWorkshop LLC 1927 Post Alley Seattle, WA 98101 T (206)285 3026 F (206) 285 3629 STRUCTURAL ENGINEER PCS Structural 811 First Avenue, Suite 620 Seattle, WA 98104 T (206)292 5076 F (206) 467 7788 MECHANICAL & ELECTRICAL ENGINEER Hargis Engineers 600 Stewart St, Suite 1000 Seattle, WA 98101 T (206)448 3376 F (206) 448 4450 ACOUSTIC CONSULTANT Spading 720 Olive Way, Suite 1400 Seattle, WA 98101 T (206) 667 0555 F (206) 667 0554 FOOD SERVICES JLR Design Group 557 Roy Street, Suite 175A Seattle, WA 98109 T (206)625 0070 F (206) 625 0073 HARDWARE Adams Consulting 2337 North 57th Street Seattle, WA 98103 T (206) 528-0244 F (206) 528-0138 REVISIONS DESCRIPTION DATE 1 CORRECTION LETTER #1 04/23/10 6073 REG STERED ARCH TECT STA BROCKMAN VIASHI NGTON HIGHLINE SCHOOL DISTRICT 401 RAISBECK AVIATION HIGH SCHOOL JOB NO: ISSUE DATE: DRAWN BY: CHECKED BY: 09819 APRIL 23, 2010 CL JY CODE ANALYSIS PLANS & NOTES G1.01 '3. D D.5 1' --r UZI LEVEL 1 1/16" = 1'-0" 11 ---------- •.,.****;7.* LEVEL 2 1/16" = .333 1 1 --- 3 • ... . 6} ----- • ••••---- / --- 5.6 ......................................... III ji 11 111 1! 111111111.: MLR NE 313 *5=5;s:3.32ss* ,!* !!!`• LEVEL 3 . . .4$ ... .... .. .................... .... ....... 1111111111111111....... §„. 5.6 1 A 9 .6 7- '10.3 s,s;;;.s.*:4-is--3333,:z7!,1"- - • 5 ; ....... . - 777-717i ' • = E9) :.•• 1! :$ • L. • 9.6 10 10.3 .... ............ /I $:$..,":4 1 %.7' .................... '"' 313 ;;;;;;;;;;.4 I1 /- 12.3 :1$ 7-7-frr • '11.6 ;IL • 33 23 31 ......... J_11111_111.1.1.111L1111 11111111111111 11.'"f-,IffffIfff 9.6 10 3 1113 3, 10.3 311 IL :*5 '12.3 ............ -7:7* I$ I• 1I$ $..$$ ................... 31111113333 u. „.j „, ..X.•-$ • 14 11 ........ :4: ...... . . . ... • ; ; • V. $ 5 ss BEAM SUPPORT FOR LANDINGi BELOWa 14 ILA TRUE NORTH 3333 311.11111111113 s1: TRUE NORTH 1/16" = 1'-0" LEGEND COLUMNS ALL COLUMNS ARE 2 HR SPRAYED FIREPROOFING UNLESS INDUCATED OTHERWISE. 2 HR RATED INTUMESCENT PAINTED COLUMNS. A5.41 SEE FOR LIMITS OF INTUMESCENT ALONG GRID A. 2 HR RATED INTUMESCENT PAINTED COLUMNS TO LEVEL 3 HORIZONTAL ALL FLOOR DECKS, BEAMS & STRUCTURAL SUPPORT MEMBERS ARE 2 HR SPRAYED FIREPROOFING UNLESS INDUCATED OTHERWISE. nal hill - 4 *$ LI FC -02 NO SPRAYED FIREPROOFING. UNDERSIDE OF DECK, COLUMNS, AND ALL OTHER HORIZONTAL STRUCTURE SHALL HAVE 2 HR INTUMESCENT PAINT. NON -RATED BEAM 2 HR RATED INTUMESCENT PAINTED BEAMS 1 HR RATED INTUMESCENT PAINTED BEAMS NO SPRAYED FIREPROOFING UNDERSIDE OF ROOF DECKS OR ROOF SUPPORTING MEMBERS. t)10 4)3 I REVIEWED FOR CODE COMPLIANCE APPROVED JUL 07 2010 City of Tukwila BUILDING DIVISION RECEIVED APR 23 2010 PERMIT CENTER LETTER #1 0 0 0 bassetti architects 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER KPFF 1601 Fifth Ave, Suite 1600 Seattle, WA 98101 T (206) 622 5822 F (206) 622 8130 LANDSCAPE ARCHITECT SiteWorkshop LLC 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER PCS Structural 811 First Avenue, Suite 620 Seattle, WA 98104 T (206) 292 5076 F (206) 467 7788 MECHANICAL & ELECTRICAL ENGINEER Hargis Engineers 600 Stewart St, Suite 1000 Seattle, WA 98101 T (206) 448 3376 F (206) 448 4450 ACOUSTIC CONSULTANT Sparling 720 Olive Way, Suite 1400 Seattle, WA 98101 T (206) 667 0555 F (206) 667 0554 FOOD SERVICES JLR Design Group 557 Roy Street, Suite 175A Seattle, WA 98109 T (206) 625 0070 F (206) 625 0073 HARDWARE Adams Consulting 2337 North 57th Street Seattle, WA 98103 T (206) 528-0244 F (206) 528-0138 REVISIONS DESCRIPTION DATE REGI STERED ARCH TECT STA OF VIASHI NGTON HIGHLINE SCHOOL DISTRICT 401 RAISBECK AVIATION HIGH SCHOOL JOB NO: ISSUE DATE: DRAWN BY: CHECKED BY: 09819 APRIL 23, 2010 Author Checker LIMITS & TYPES OF FIREPROOFING G1.02 D.5 µ A MECHANICAL PENTHOUSE 10, 10.3 '11.6 t is 12.3 4 BEAM SUPPORT FOR LANDING _BELOW.:::: 15 1/16" = 1-0" 5.6 9 10 , 10.3 111.66 12.3 13 LEVEL 3 AND MECHANICAL PENTHOUSE ROOF 1/16" = 1'-0" TRUE NORTH (ID TRUE NORTH ilio LEGEND COLUMNS ALL COLUMNS ARE 2 HR SPRAYED FIREPROOFING UNLESS INDUCATED OTHERWISE. 2 HR RATED INTUMESCENT PAINTED COLUMNS. SEE 15 FOR LIMITS OF INTUMESCENT ALONG GRID A. A5.41 G2 HR RATED INTUMESCENT PAINTED COLUMNS TO LEVEL 3 HORIZONTAL ALL FLOOR DECKS, BEAMS & STRUCTURAL SUPPORT. MEMBERS ARE 2 HR SPRAYED FIREPROOFING UNLESS INDICATED OTHERWISE. ALL ROOF DECKS AND ROOF FRAMINING MEMBERS SHALL HAVE 1 HR SPRAYED FIREPROOFING UNLESS INDICATED OTHERWISE. 1■■■■ IMMEN BNB I'll' • FC -02 NO SPRAYED FIREPROOFING. UNDERSIDE OF DECK, COLUMNS, AND ALL OTHER HORIZONTAL STRUCTURE SHALL HAVE 2 HR INTUMESCENT PAINT. NON -RATED BEAM 2 HR RATED INTUMESCENT PAINTED BEAMS 1 HR RATED INTUMESCENT PAINTED BEAMS NO SPRAYED FIREPROOFING UNDERSIDE OF ROOF DECKS OR ROOF SUPPORTING MEMBERS. b10031 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 7 2010 City of Tukwila BUILDING DIVISION RECEIVED APR 2 3 2010 PERMIT CENTER LETTER #1 Z 0 U W 0 0 bassetti/ architects 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER KPFF 1601 Fifth Ave, Suite 1600 Seattle, WA98101 T (206) 622 5822 F (206) 622 8130 LANDSCAPE ARCHITECT SiteWorkshop LLC 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER PCS Structural 811 First Avenue, Suite 620 Seattle, WA 98104 T (206) 292 5076 F (206) 467 7788 MECHANICAL & ELECTRICAL ENGINEER Hargis Engineers 600 Stewart St, Suite 1000 Seattle, WA 98101 T (206) 448 3376 F (206) 448 4450 ACOUSTIC CONSULTANT Sparling 720 Olive Way, Suite 1400 Seattle, WA 98101 T (206) 667 0555 F (206) 667 0554 FOOD SERVICES JLR Design Group 557 Roy Street, Suite 175A Seattle, WA 98109 T (206) 625 0070 F (206) 625 0073 HARDWARE Adams Consulting 2337 North 57th Street Seattle, WA 98103 T (206) 528-0244 F (206) 528-0138 REVISIONS DESCRIPTION DATE 6073 REGI STERED ARCH TECT LY BROCKMAN STA OF VVkSHI NGTON HIGHLINE SCHOOL DISTRICT 401 RAISBECK AVIATION HIGH SCHOOL JOB NO: ISSUE DATE: DRAWN BY: CHECKED BY: 09819 APRIL 23, 2010 Author Checker LIMITS & TYPES OF FIREPROOFING G1.03 E21.142 RaisbeckAviationHigh School 9229EastMarginalWaySo Duetothefilesize,thisrecord hasbeen brokendowninto6segments for easierdownload.Clickonthefollowinglinkstoreviewthepermit segments: - Raisbeck Aviation High School D10-031 Tfhnfou!2 - Raisbeck Aviation High School D10-031 Tfhnfou!3 - Raisbeck Aviation High School D10-031 Tfhnfou!4 - Raisbeck Aviation High School D10-031 Tfhnfou!5 -Raisbeck Aviation High SchoolD10-031 Tfhnfou!6 -Plans -Raisbeck Aviation High SchoolD10-031 Tfhnfou7