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HomeMy WebLinkAboutPermit D99-0383 - Pacific View Office Park - Building B Generator Bunker (NEVER ISSUED)d99-0383 pacific view b generator 12201 tukwila international boulevard MISSING RECORD OUT TO DATE Milir "" 111 111:1 I 7/7 Y sow A il."11. leas • mum I : GlIr• 1 It 1r /Mk 1 '1 IrOMPIr `P, FILE NUMBER OR NAME OUT OUT TO FILE NUMBER OR NAME OUT DATE OUT TO S 111., meuw 40 No. 22640 HASTINGS. SIN. — LOS ANGELES — LOGAN, OH. — Ucfl SEGOS. TX — LOCUST G ROVE. CIA. USA. FILE NUMBER OR NAME OUT DATE 1 Cpng Door /Inftll Frame General',Recfe: Details. Remarks No. Slav Thick Width Height Matt Finish Elev Mat! Plnleh Pre Rating Maher Group Head Jamb 6111 101.1 A 1 3/4' 3' -0' 1' -0' HM P -2 13/425 HM P -2 - -- 1 II/A2.0 II /,`,2.0 16/42.0 Acoustic Door 1012 A 1314' 3' 42)' T -0° 1-1M P -2 13/42.0 WTI P -2 - -- 1 I2/A2.0 12/.:,2.0 16/42.0 1013 B 6' T' -O' 4' -b' MET 1240.0 /VT. PP --- -- I/42.0 I/42ID b /42.0 Fixed Louver 10L4 B 6' T' -O' 4' -6' Mgr PP 12/412 MET MP °__ -- 1/42.0 I/C,2.0 6/A2.0 Fixed Louver '. 102.1 A 13/4' 3' -0' T -O' HM P -2 14fA2.0 HM P -2 - -- I 13/42.0 13/:x2.0 13/42.0 Acoustic Door 1022 C 6 8' -6' 9' -0' MET tqa 12 /ALB MET PP - -- -- 14/42.0 14/.12.0 19/420 Fixed Louver 103.1 A 13/4' 3' -0' TW -0° 1-EM P -2 13/42.0 HM P -2 - -- I II /42.0 11/.12.0 16/42.0 Acowtic Door 103 A 13/4' 3' -0' T-0' HM P -2 134420 WN1 P -2 - -- I 12/42.0 .12/42.0 16/42.0 1033 B 6' T -0' 4' -6' MET PP 12 /AI.O MET PP - -- -- 1/A2.0 1/42.0 6/42.0 nixed Louver 1034 B 6° T -0 4' -6' MET FP 12 /ALB MET FP --- -- I/A2.0 1/420 6/A2.0 nixed Louver 104.1 A 13/4' 3' -0' 1' -O' PIM P -2 14/42.0 HM P -2 - -- I 13/A2.0 13/52.0 13/42.0 Acoustic Door 1042 C 6' S' -b° 9' -0' MET PP 12 4AI.0 MET PF --- -- 14/42.0 .14/:.2.0 19/42.0 nixed Louver VICINITY MAP NOT TO SCALE GENERAL NOTES 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 1997 UNIFORM BUILDING CODE, WASHINGTON STATE REGULATIONS FOR BARRIER FREE DESIGN, WASHINGTON STATE ENERGY CODE, AND ALL APPLICABLE LOCAL CODES, ORDINANCES, AND STANDARDS. 2. CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS. DETAILS, ETC., AND NOTIFY THE ARCHITECT OF ANY AND ALL DIS- CREPANCIES PRIOR TO PROCEEDING WITH THE WORK. 3. ALL ITEMS MARKED "KW! ARE NOT PART OF 11115 CONTRACT. 4. ALL WORK SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTUR- ERS LATEST RECOMMENDATIONS OR WRITTEN DIRECTIONS 5. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. THE CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY AND ALL DISCREPANCIES. 6. ALL DIMENSIONS ARE TO FACE OF FINISH , UNLESS OTHERWISE NOTED. 7. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 8. WHERE DEVICES OR ITEMS OR PARTS THEREOF ARE REFERRED TO IN SINGULAR, IT IS INTENDED THAT SUCH SHALL APPLY TO AS MANY SUCH DEVICES, ITEMS OR PARTS AS ARE REQUIRED TO PROPERLY COMPLETE THE WORK. 9. CONTRACTOR SHALL VERIFY ALL BUILDING STANDARDS" WITH BUILDING LANDLORD PRIOR TO BEGINNING ANY WORK. HOWEVER, THERE SHALL BE NO DEVIATIONS WHATSOEVER FROM THE CONTRACT DOCUMENTS WITHOUT THE ARCHITECTS WRITTEN APPROVAL THEREOF. THE CONTRACTOR AGREES TO DEFEND, INDEMNIFY, AND HOLD THE ARCHITECT HARMLESS FROM ANY CLAIMS ARISING AS A RESULT OF UNAPPROVED CHANGES. 10. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO LOCATE ALL EXISTING MITES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF DOUSES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION PATH THE EXECUTION OF HIS WORK. 11. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL ROUTE COMPANIES UNLESS OTHERWISE NOTED IN THE PLANS AND SPECIFICATIONS. 12. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION. IF THEY DIFFER FROM THOSE SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT SO THAT MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH THE WORK. 13. ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT IN A CLEAN (BROOM) CONDITION AT ALL TIMES 14. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF 1HE OCCUPANTS AND WORKERS AT ALL TIMES, 15. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY ANY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION AS WELL AS ALL REVISIONS, ADDENDA, AND CHANGE ORDERS. THE CONTRACTOR WALL ALSO MAINTAIN IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANCE ORDERS, ON THE PREMISES AT ALL TIMES WHICH ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE BUILDING AND SITE WHILE JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED. 17. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER COMPLETION, UNLESS OTHERWISE SPECIFIED, AND SHALL BE SO STATED IN CONTRACTOR'S WRITTEN PROPOSAL AND AGREEMENT. ALL REPAIRS, CORRECTIONS, DISCREPANCIES, ETC., MUST BE MADE WITHOUT ANY ADDITIONAL COST TO THE OWNER, AND WITHIN FIVE (5) DAYS AFTER NOTICE IS GIVEN. EQUIPMENT NOTES 1. 750 KW Generator shall be Caterpillar Mod 3412STA, 277/480 Volt, 3 Phase, 60 Hz, Diesel Generator Set. Optional Equipment shall include special mounts for rbration Isolation and earthquake restraint, and 1100 gallon secondary containment generator base tank. Generator, base tank. and all starters, controls, and associated equipment shall be provided as a unit to be mounted on equipment pad by supplier. Exhaust system shall be installed by Mechanical in accordance with requirements of Acoustical Engineers Report. 2. 1000 KW Generator shall be Katolight Model D1000FRZ4, 277/480 Vat, 3 Phase, 60 Hz, Diesel Generator Set. Equipment shall include spring type vibration Isolation (rated for seismic zone 4), and 1140 gallon double walled, UL approved fuel tank. Generator, tud tank, and all starters, controls, and associated equipment shall be prodded as a unit to be mounted on equipment pad by supplier. Exhaust system shall be instdled by Mechanical in accordance with requirements of Acoustical Engineers Report. 18. ALL OPERATIONS CONDUCTED ON THE PREMISES SHALL NOT BE OBJECTIONABLE BEYOND THE PROPERTY BOUNDARY UNES BY REASON. OF NOISE, STEAM, ODOR, FUMES, GASES SMOKE, VIBRATION, HAZARD OR OTHER CAUSES. IN ADDITION, THE CONTRACTOR SHALL MINIMIZE DISRUPTIONS OF ADJACENT TENANTS DUE TO NOISE, ODOR, FUMES OR VIBRATIONS 19. LATHING, PLASTER, AND GYPSUM WAD. BOARD SORTERS SHALL CONFORM TO THE CHAPTER 25 OF THE 1997 U.B.C. 20. ALL EXPOSED GYPSUM BOARD TO HAVE METAL EDGES AT ALL CORNERS AND WALL INTERSECTIONS. 21. NOT USED. 22. THE CONTRACTOR SHALL VERIFY AU. DOOR AND LOUVER ROUGH OPENING DIMENSIONS WITH THE APPROPRIATE MANUFACTURERS. 23. ALL REQUIRED FIRE DOORS SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY SHOWING THE SPECIFIC RATING. 24. EXIT SIGNS AND EMERGENCY EXIT ILLUMINATION SHALL CONFORM TO THE 1997 U.B.0 CHAPTER 10 AND TUKWILA FIRE MARSHAL REQUIREMENTS. CONTRACTOR TO PROVIDE AND INSTALL EMERGENCY LIGHTING AND EXIT LIGHTING AS REQUIRED BY THE CITY OF TUKWILA FIRE AND BUILDING DEPARTMENTS. CONFIRM ACCEPTABIUTY OF LOCATORS WITH OWNER'S REPRESENTATIVE BEFORE INSTALLATION. CONTRACTOR SHALL PROVIDE AND INSTALL AUDIBLE ALARMS IN ACCORDANCE WiTH U.F.C. ARTICLE 14. CONTRACTOR SHALL'. PROVIDE AND INSTALL VISIBLE ALARM SIGNALS' AS REQUIRED BY WAC 51 -30. CONTRACTOR SHALL PROVIDE AND INSTALL ALL SMOKE DETECTORS AND SMOKE DETECTION AS REQUIRED UNDER ARTICLE 14 OF U.F.C. THE INSTALLATION OF THE ABOVE NOTED SYSTEMS SHALL INCLUDE THE CONNECTION TO AND /OR MODIFICATION OF THE DUSTING BUILDING SYSTEMS, AS NECESSARY. 25. EAT DOORS SHALL BE OPENABLE FROM SHE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE CR EFFORT. 26. FIRE EXTINGUISHERS SHALL BE LOCATED AS SHOWN ON THE DRAWINGS. CONTRACTOR TO PROVIDE ALL TEMPORARY AND PERMANENT FIRE EXTINGUISHERS REQUIRED UNDER NFPA 10, MOST RECENT EDITION, AND APPROVED BY THE ARE MARSHAL 27. FLAMMABLE UQUIDS SHALL BE PLACED IN ACCORDANCE WITH N.F.P.A. STANDARD 30 AND THE CURRENT UNIFORM FIRE CODE. 28. ALL LIGHTING SHALL BE INSTALLED AND SECURED PER U.B.C. STANDARD 25 -2, FOR EARTHQUAKE ZONE ILL 29. UPON COMPLETION OF CONSTRUCTION, CLEAN ALL SURFACES. 30. THE OWNER SHALL PROVIDE THE BUILDING PERMIT TO THE CONTRACTOR PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL SECURE ALL OTHER RELEVANT GOY AND STATE APPROVALS RELATING TO FIRE, CONSTRUCTION, LABOR, SAFTY, AND LICENSING. CONTRACTOR SHALL FURTHER POST ALL BONDS AND SECURE ALL INSURANCE REQUIRED BY LAW OR CONTRACT, FORWARDING PROOF OF SUCH ACTIONS TO THE TENANT PRIOR TO START OF CONSTRUCTION. 31. THE CONTRACTOR SHALL PROVIDE AS -BUILT DRAWINGS OF ARCHITECTURAL, MECHANICAL, ELECTRICAL AND ARE AND SMOKE MONITORING SYSTEMS ON REPRODUCIBLES SUPPLIED BY THE OWNER. SUCH AS -BUILT DRAWINGS WILL BE COMPLETED, SUBMITTED AND APPROVED BY THE OWNER PRIOR TO FINAL PAYMENT. 32. AT LEAST FOUR SETS OF PLANS AND SPECIFICATIONS FOR THE SPRINKLER SYSTEM SHALL BE SUBMITTED TO THE CITY OF TUKMILA FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. MODIFICATION OF THE .UNDERGROUND WATER MAIN EXTENSION SUPPLYING FIRE PROTECTION EQUIPMENT MUST BE INSTALLED BY A STATE- UCENSED FIRE SPRINKLER CONTRACTOR. THE WATER MAIN MUST BE HYDROSTATICALLY TESTED AND THEN FLUSHED AS SPECIFIED IN NEPA STANDARDS. THIS TEST MUST BE CONDUCTED IN THE PRESENCE OF AN INSPECTOR FROM THE CITY OF TUKWILA FIRE DEPARTMENT. 33. THE AUTOMATIC SPRINKLER SYSTEM SHALL BE TIED INTO TPr ^TYITRAL SUPERVISORY STATION LOCATED IN THE MAIN LOBBY OF BUILDING B. ABREVIATIONS 0 AB ACT ADJ AFF ALUM ACP BD BLDG BM BOT BRG BRK BSMT BUR CAB CJT CLO CMU COL CONC CONSTR CONSTR Jr CONT CONTR CORR CPT CT CTSK DET OF DIM DN DS EA EB EIFS ELEC ELEV EQ EQUIP EXIST EXP JT EXT FDN FECB RN FL FRT FT FTG FUR GA AT POUND OR NUMBER ANCHOR BOLT ACOUSTICAL TILE ADJUSTABLE ABOVE FINISH FLOOR ALUMINUM ASPHALT CONC PAVING BOARD BUILDING BEAM BOTTOM BEARING BRICK BASEMENT BUILT -UP ROOFING CABINET CONTROL JOINT CENTER UNE CEILING CONCRETE MASONRY UNITS COLUMN CONCRETE CONSTRUCTON CONSTRUCTION JOINT CONTINUOUS CONTRACT(OR) CORRIDOR CARPET CERAMIC TILE COUNTERSINK DETAIL DRINKING FOUNTAIN DIAMETER DIMENSION DOWN DOWNSPOUT EACH EXPANSION BOLT EXT !Nall. FIN SYSTEM ELECTRICAL ELEVATON. EQUAL EQUIPMENT EXISTING EXPANSION JOINT '.. EXTERIOR FOUNDATION FIRE EXTINGUISHER 'CAB FINISH(ED) FLOOR FIRE'RETARDENT TREATED FOOT OR FEET FOOTING FURRING GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GFRC GLASS FIBER REINFORCED CONC. S.G.F. ( SS FIBER SURFACE G.W.B. GYPSUM WALLBOARD GYP BD -X GYPSUM WALLBOARD TYPE X HC HOLLOW CORE HDWD HARDWOOD HDWR HARDWARE HORL HANDRAIL HM HOLLOW METAL ID INSIDE DIAMETER INSUL INSULATION INT INTERIOR JT JOINT LW_ LAMINATED VENEER LUMBER MAS MASONRY MAX MAXIMUM MECH MECHANICAL MTh METAL MRF MANUFACTURER MIN MINIMUM MO MASONRY OPENING NIC NOT IN CONTRACT NTS NOT TO SCALE CC ON CENTER PBD PARTILCE BOARD PL PLAT P PROPERTY UNE P -LAM PLASTIC LAMINATE PLYWO PLYWOOD RB RESIDENT BASE RD ROOF DRAIN REINF REINFORCE(D)(ING) RFG ROOFING RN RM RO ROUGH OPENING SC SOLID CORE SCH SCHEDULE SEC SECTION SIM SIMILAR SPEC. .SPECIFICATION SQ SQUARE STL STEEL T A: B TOP AND :BOTTOM TEMPIGL '..TEMPERED GLASS' TIP TYPICAL '... W/ WITH wD WOOD WOW WINDOW W/O WITHOUT VA-GI. WIRED GLASS WWI WAINSCOT WIVE WELDED WIRE FABRIC DOOR AND OPENING SCHEDULE MECHANICAL SYSTEM NOTES LEGAL DESCRIPTION 1. Intake and exhaust louvers droll be Ruskii ELF6375DX extruded duminum louvers with drainable blades and bird screens. Louver free area shall be no less than 57% of gross d'enendan. Louvers shall be anodized with primed, paintable finish. 2. Two (2) exhaust louvers shall be sized to fit 8'8' wide by 9'r high rough openkng .Louver shall be installed to be removable to accommodate the removal of the generator. 3. Four (4) intake louvers shall be sized to fit T0" wide by 5'0' high rough opening. Rough opening shall be at least 12' above adjacent roofs. 4. Exhaust louver and egress door openings shall be oust with :a 6 high threshold for *lei containment in the event of a fuel epM. 5. Space Is to be considered un- heated, freeze protected only. Fire sprinkler system shall be a My pipe system. Sprinkler alarm valve shall be freeze protected in a heated space or heat traced in a manner approved by the authorty havkng jurisdiction. 6. (6) Supply fans; Greenheck SBS- 3L36 -3R; belt drive sidewall supply Can 36' blades, 31-IP motors 480V. 3 phase; 760 RPM; 13,333 CFM, 0 QC S.P.each; 45.75' x 45.75' rough openings. Provide with wall collar, Motor side guard, and motorized damper WD -220 (460 V.) 7. Teo (2) Electric unit heaters; Brasch Model B11.01-10 -4803; 10KW, 480/3 phase, 1/15 hp motor, 277 V. single phase; 715 and - wall mount - thermostat, an WB 3 un CFk1; Provide with integral TK-2-FM therm t, Assembly kit 8. Two (2) Exhaust louver dampers: Ruskin CD30VG1 heavy duty control dampers. Dampers will have to be fabricated in multiple section assemblies. Eight (B) Damper motors shall be line voltage 120 VAC, spring return, Normally dosed, power open. Ruskin Model MA230, one for each damper assembly section. PARCEL B: BEGINNING AT THE INTERSECTION OF THE WEST MARGIN OF STATE HIGHWAY N0. 1, THEN WITH THE SOUTH UNE OF THE NORTH 1/2 OF THE NORTH 1/2 OF SOUTHEAST 1//4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M.; 1NENCE NORTHERLY ALONG THE WEST AARON OF STATE HIGHWAY NO. 1, A DISTANCE OF 246 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTHWESTERLY AT RIGHT ANGLES 130 FEET; THENCE NORTHERLY PARALLEL WITH THE WESTERLY MARGIN OF SAID HIGHWAY TO THE NORTH UNE OF SAID SUBDIVISION' THENCE EAST ALONG SAID NORTH UNE TO THE WEST MARGIN OF STATE HIGHWAY N0. 1; THENCE SOUTHERLY ALONG SAD WEST MARGIN TO THE TRUE POINT OF BEGINNING; SITUATE IN THE OTT OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PROJECT TEAM OWNER / DEVELOPER: ARCHITECT: STRUCTURAL ENOOEE(t= SABEY CORPORATION CONTACT: HAYNES LUND 101 EWOTT AVENUE W, SUITE 330 SEATTLE, WA 98119 PHONE: (206) 281 -8700; FAX: (206) 281 -0920 PROJECT DATA OW.DER PROJECT ADDRESS GOVERNING CODE : AUTHORITY OCCUPANCY: PROPOSED USE : COI IS!RUCTION TYPE : ALLOWABLE AREA : AREA OF CONSTRUCTION : ALLC:YABLE HEIGHT: HEIGHT OF BUILDING FIRE PROTECTION : GENERAL CONTRACTOR: LEGEND SABEY CORPORATION ARCHITECTURE GROUP CONTACT: HAYNES LUND 101 EWOTT AVENUE W, SUITE 330 SEATTLE, WA 96119 PHONE: (206) 281 -8700; FAX (206) 281 -0920 NELSON- BOURDAGES CONTACT: ROBERT BOURDAGES 512 SDU11 STREET SOUTH, SUITE 202 BORIG.AND, WA 98033 PHONE: (425) 827 -5995 FAX: (425) 828 -4850 GAMY CONSTRUCTION, INC. CONTACT: DOUG SCHUMACHER 101 EWOTT AVENUE W, SUITE 400 SEATTLE, WA 98119. ! PHONE (206). 281 -4200; FAX: (206) 2B1 -0920 ELEVATION DESIGNATION NORTH KEY NOTE dtti v DETAIL NO. SHEET LOCATION ROOM NO. DOOR NO. <;!i) SECTION NO. SHEET LOCATION LOT COVERAGE : PAR,(ING SABEY CORPORATION HO CHANGE NO CHANGE' DRAWING INDEX ARisI4ITECTUR41. b99' 3 g3 ce l�d 12201 PACIFIC HIGHWAY SOUTH TUKWILA, WA 1997 U.B.C. AS ADOPTED BY THE STATE OF WASHINGTON OTY OF TUKWILA H -3 HAZARDOUS (DUE TO AMOUNT OF COMBUSTIBLE UQUIDS) EMERGENCY GENERATOR ENCLOSURE TYPE V -- NON RATED 5,100 SF [PER TABLE 5 -B] 1,640 S.F. 1 STORY [PER TABLE 5 -9] 1 STORY, 25' -2' THE BUILDING SHALL HAVE A FULLY AUTOMATIC DRY PIPE FIRE PROTECTION SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF UBC CHAPTER 9, SECTION 904, AS REQUIRED BY WIC CHAPTER 9, SECTION 904.2.6.1. SYSTEM SHALL BE SUBMITTED TO THE FIRE MARSHALL FOR APPROVAL PRIOR TO INSTALLATION. CRAWL NOM,1.96MND8, DOOR eoHEDULE Bin PLAN, MOOR PLAN, ELEVATIONS DETAILS, XOIFlCATION8 PMTPUCTURAL SA -I WA RRAL NOTES AND DETAILS SA PLCCR PLANS SA-; . CONK SECTIONS AND DETAILS gp.4 PRECAST PAIL ELEVATIONS AND CONNECTIONS RECEIVED CITY OF TUKWILA (ACT) [: [99S PERMIT CENTER E Y 3't F ;. CR ARCHITECTURE .GROUP CONSULTANTS REVISIONS ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written concept of the Sahey Corporation. Building B Generator eunker 12201 Tukwila International Blvd. Tukwila, Washington ntergate o � 144 . 4 CAMPUS DRAWING TITLE: PROGRESS DATE: FILE: PLOT: PROJECT NUMBER: DRAWN BY: CHECKED BY: APPROVED BY: DRAWING NUMBER: A0 -O.dwg 99 -70 -21 SB /HL JL pcig-033 10/18/99 PROJECT DATA GENERAL NOTES SHEET INDEX CE Z1 i'1 'BB /01 /OI :pallold Omp'0- OV \sSuctneJO \II3;INHON39 TZ- OL -66 \Y OpIU \a16JOTui \IS :ulTi CENrLF:LJNE Or PI cH 12"C EL.-135.16 1 36 CD 1 Site Plan Scale: I' = 20' GAB PARTITION FIN. GRAD VARiEO II Detail Scale: = 1' -0° BLDG BI 12201 3 -PLY BUILT UP ROOF SYSTEM (CLASS B) PRE -CAST CONCRETE - ROOF PANEL. wilding Section (North) Scale: I /S° = 1' - CE J AS 24 GAGE SWEET METAL CAP FLASHING. FRE- FORMED METAL SIDING WITH Ilg' HOWL 'Z' GIRTS AT 8' -0' OTC. EP, LINE F ALT DITCH d` CJP RETAINING WALL 24 GAGE SHEET METAL CAP FLASHING. 24 GAGE SWEET METAL T 47 ; -73 -0' (5154 .5'-6' (50049 4-1 46 -144 UNDERGROUND ELECTRICAL CONDUIT. SEE ELECTRICAL DRAWINGS INCLUDED IN T1415 DRAWING PACKAGE EXPOSED META- STUD AND !IFS ENCASEMENT TRANSIT 014 FROM PARKIN$ ro FACE OF BUILDING. L � ) I F TERMINATION R CONDUIT T TENAMT FINAL LOCATION, SEE ELECTRICAL DRAUIINGS INCLUDED M THIS w - - - PACKAGE r 4D 13B ---'- 1 I'll' Exterior Elevation (North) Scale: 1 /8" = 1' -0' ® Building Section (South) Scale: 1/8" = 1' -0" RELOCATE EXISTING BEE CIVIL DRAWNG5. --- 12 "CPP EL. =131 I0' Roof' Plan ELECTRICAL SERVICE FRCM/TO BLDG. B. (BELOW GRADE). 20' -0' u ae (Opposite) Construction Plan Scale: 1/8' = I' -0' 13 Exterior Elevation (East) Scale: I /S' = 1' -0' ,gyp TA. PARAPET • n' -0' (51549 TA. PARAPET • n' -0' (51547 WWWW PRECAST CGMCI�ETE ROOF PANELS. SCUPPER S DaMSPOUT SCUPPER AND DOUNSN'OUT Panel Joint. TO. PARAFET • n'-0' (5454') CRICKET i Mr. 1 t. \ / \ / \ / \ / \ / \ \/ \/ sue. BCIA4D 1 TTA4IATlO 4 AND VESTIBULE 1 2 DS 54T META- ENCLOSURE. 3 96' GALVANIZED METAL SECS WM4 Mt FORMED METAL SIDNG PANELS 6' GALVANIZED METAL STUDS 1E14 PRE- FORMED METAL SIDNG PANELS PRE -FOLD METAL SIDE G WITH 113' WORM T GIRTS AT E 00. REVEAL - A. PARAPET . n - 0 . (515A') TD. PARAPET • 13'-0 (5354') TD PARAPET .2r -B1V (5649') AT -0' ti ,gyp TA. PARAPET / T • 11' -0' (51549 T I TO.PARA • n' -0' (5154') TO. PARAPET • I3' -0 (5334') TD. PARAPET 25 -2' (5411') FRESH AR N -TARE SHAFT PROVIDE SOND ATTENIATON AS REQUIRED BY /rfAISTICAL. ENG'a (REPORT. 40 ,_ 0 , L 42.0 PLY eULi -UP Rods SYSTEM (dLASS B) OVER 3/4' RIGIDI B0,w INSULAT11pNN. TD. PARAPET • n' -0' (5154') DE. VESTIBULE 24 GAGE SHEET METAL CAP FLASMNG. PRE - FORMED METAL SIDING WITH 1 WORM T GIRTB AT 8' -0' OC. TD. PARAPET , 25' -2' (59.'11') a PFa£- FOm1ED METAL �I i . 11011 WORM TRIM. _1 I Panel Joint. e ark PRECAST CONCRETE ROCP PANELS. I',101A I (3) 5151,5- WIDTH PRE -CAST CONCRETE PANELS - TYP. TYP. • PARAPET TO. PARAPET • n' -0' (15154') 24 GAGE SHEET METAL CAP R.ASMNG, PAINT P -L PRE -CAST CONCRETE WALL PANEL, PAINT P -I. 20' -0' GEN. ROOM 1 99: OZ :E EXTERIOR CONCRETE SLAB -oN- GRADE.. FIN. SLAB = 13430' (SLOPE TO DRAIN) Building Section Scale: 1/8" = I' -0' ARCHITECTURE GROUP CONSULTANTS REVISIONS ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written concept of the Sabey Corporation. Building B Generator 'Bunker 12201 Tukwila International Blvd. Tukwila,, Washington DRAWING TITLE Sited Construction Plan PROGRESS DATE: 10/11/99 FIL I ntergteISi el to I-, 99 70 - 21 PLOT: PROJECT NUMBER: 98 - - DRAWN BY: 5DB CHECKED BY: NUIL APPROVED BY: DRAWING NUMBER: 66 /13I /D4 :Pa71DId 6 mP'O - -IV \s 1Z- OL -66 \9 APIA \AT6.1aTuI \:A :AlI3 METAL A - METAL ROOFING. FLASNMCs L , .` - � CORPORATION ARCHITECTURE- GROUP_ 24 GA GALV META. WIN LEPER BY WALL PANEL SUPPLIER FLASHING BY PREFORMED METAL SUPPLIER t''f�FORJIED METAL ROOFItYs. METAL ROGP FRAMING, SEE sTRUCT . 24 GA. GALV FLASHING WITH r KEEPER OVER 20 MIL PLASTIC. -- = - iR£ATED WOOD BLOCKING OVER ^ T4' i ?XTERIOR PLYWOOD. 'Z' GIRT D PL YWODD D — TREATED GOOD BLOCKING ° o PRECAST WALL PANEL ° E IMMO 1' :i METAL SIDING. � O�i� -pi�p; 3p�' ACOUSTIC INSULATION. 'C:�1 METAL ROOF J0187S. � � ` � �.� © � - ,�� ' E BAS FLR 1•Ys BY PREFORMED METAL -� � ___-_ -' - " - -' "== ! � 1 t Itinti .. d //N FIBER '4' 1'a'YF INSULATION. PRE -CAST ROOF PLANK FLASHING BY PREFORMED METAL ' " I SUPPLIER Ip` ^.__� 6' METAL STUDS ■ Ib' O.C. � iY 4 (0' Cue ©�� .•� 5 �� I i PREFORMED METAL ROOFING OvER elFELtOVER.4'EXTERIORPLYZOOOD SHEATHING. 1META FRA1RdG SEE BINGO!". , � ��� OHN W • S TATE OF WASHIN y„r CONSULTANTS a�° 2 �G' ►-- ACOUSTIC WALL PANEL �' ���1 . ACOUSTIC Mi. WITH 41,, Gee OVER ! �._ = • #= �ii`iIII�!�' � i� Sii _ ■: �.:: ° - '�.govi•swvo p+atiyagrcnoliaIIV d d a d ° a a ACOUSTIC PANEL AC0118tiC LOUVER ° d ° a ,` - - - ° a a PREFORMED META_ SIDING. �. tV NORIZ'Z' GIRTS. i.���� t� tIII !I!i1ItIi1i I! t _ _ - -- - __- 9 �j > - - ® ACOUSTIC SEALANT. ACOUSTIC LOUVER BASE FLASHING BY PRFFOR'ED h1EPAL SUPPLIER SEALANT. PRECAST GALL PA'1EL. d ° M ACOUSTIC MSULATION WITH %. GII1B OVER Detail tower Encloe�re on W t Side Roof Detail Roof Detail Metal Roof Detail Scale: = 1 = I'-PJ° ® Metal Scale: P/2' = 1' -0' ® Penthouse Scale: =':'/2 = 1' -0' ED Parapet Scale: = 1'2° = I' - m" Scale: = I _ !' -m° PRECAST KONG WALL PRECAST KONG. WALL I � �.. ',. - - ....... ....... /.... ° ad a 44? HORIZ'Z' GIRL 44 I pi I 6' 20 GAGE META_ • 16' O,C. a a ° a ° a ' ° ° Q as ° ' 9 a °� ° ° Q x INSULATION At WINICOUSSTIC INSULA7IGN AVD a ■' G ON INSIDE FACE HORIZ 'Z' GIRT, SEE ELEV. FOR DEPTH. 9 0 .. U1B immennomm s! ° d a ° 4 ° 14 GAGE FORMED METAL REVEAL BY PREFORM METAL SUPPLIER PRECAST OR GIP. CONCRETE WALL PREFORMED METAL SIDilYi a a PRECAST OR CJP. CGNCRETE WALL �. \ _ � . � � ' SEALANT. ' 6` b' / 4' / 11 DEEP 'Z' ! I NORIZ GIRT. Ph' DWo 14 GAGE PREFORMED OR'IED META- TRIM BY P9A'EA METAL SUPPLIER ! �Z Z' GIRL GIRL d a d 24 r PREFORMED METAL TRIM PREFORMED METAL SIDMCx I i � BY PREFORMED META. strive.. PR METAL SIDING. 41i' DEEP HORIZONTAL •Z' GIRT. ?R.£FO MED METAL SONG. Metal Siding Detail Preformed Metal Sidtng Detail Preformed Metal Siding Detail Preformed Metal_Siding Detail 3� Scupper Detail Scale: 3/4° = 1' -0 C) Scale: = I' /2' -f0' ® Scale: = 1'/2' = t' -0' ® Preformed Scale: = 1' /2' -r0° O Scale: = I'/2' rD' j \ \�� �> �1' ,/\,\ � \j \ j \ \j� / A / / / / / / / / / / . • ° i I I EARS, WRAP FINISH 1�. REVISIONS ISSUE DATE ° � .. KEYSTONE WALL c� rtrr _ Q •� METAL LOUVER CUP ,rLE � 1 i v I s END b' MTL. STUDS' I6 ACOUSTIC INSUL rc a i�' ' , �'� L��__ _�� 11 ' 000 N ' � . EN WRAP FINISH A END ACOUSTIC INSUL b' METAL DS a lb' O.C. STU 9/8' GWB SEALANT 14M 2 F L RAIME, FILL W /ACOUSTI 2 -1/2' METAL STUDS, ATTACH TO NM FRAME ACOUSTIC INSUL . FIXED LOUVER Ul/ BLANK OFF PANEL SEALANT ACOUSTIC SEAL All drawings an written material appearing herein constitute d the original and unpublished work of the Sahey Corporal. and the same may not be duplicated used or d clos,d without the written concept of the Sabey Corporation Gemara for Bunker 12201 Tukwila International Blvd. Tukwila, Washington t " •" x $ °t ..{ �//� ��// i " , N / ter ' " to .' A TECHNOLOGY CAMPUS VA VA VA VA �A \ / / \ / \ / / \ /� \/ �\ / ' / // / / / / // � \ \ \ \ \ \. \ \ \ /��� \ \ \ , \\ / �• / \ \ \ \ \ \ \ \ \ \ \ / \ / \ / / / / / • CORE DRILL FOR DUCT, GROUT AFTER INSTALLATION. w p / / \r \ \ \\ \ � - -- - -- / - j I - =mil F S �� 10100 1 ® /-\ / \ \i T � \ � _ / - a d . �� \ / / \\;�\ ' /; / //% \ / \�\ / \ /\ / / � / \ \ � j� ! �.\ \ i��� �j , j \ , / / \ / / °�° .. - 4 - 4.• ELECT. DUCTS ENCASED WITHIN 12'4 PVC MI ii ► - 11P1, p S : ® l / � � ► �I - — : � I d a a d ... ° 4 a . CONC WALL PANEL a� v d � - ° a ° a - � "° J /8' GUk3 SEALANT, BS CONC. WALL PANEL ,./ \ \ / \/ \ / \ \/\ � PIPE, GROUT SOLID WITH LEAN GROUT MIX EXISTING BUILDING WALL CA ULLY CUT RCM" \\ /\ \\j \\j \�'\ \j\� OPENING FOR PVC PIPE, FLASH AT EFS AND SEAL I � PROVIDE SUPPORT AT WALL FOR t2' PVC , PIPE AND ELECT. DUCTS. NM DOOR, MIN STC 42 - Electrical Ducts Entering Building �� Louver Jamb Detail EIIS /Concrete Detail 15 Detail Scale: = 1' -0" Scale: 3' = I' -m' Scale: 3' = 1 ® Detail Scale: = 3 /a' m' DRAWING TITLE: Details FRAME BEYOND ACOUSTIC SEAL- PREFORMED METAL SIDING: 4' . .. THRESHOLD, SET IN MASTI ' C + ' Z -GIRT, 1-1/2' DEEP PRECAST CONK. WALL PNL. PREFORMED FLASHING BY METAL SUPPLIER SEALANTS, BS PROGRESS DATE 1042/99 i /110: PLOT PROJECT NUMBER: 99- 7 -2I auu��� 1.1 ,r - d DRAWN BY: 5013 CHECKED BY: I-IIUL a d : CONC. FLOOR SLAB EXPANSION JOINT APPROVED BY: alit i> I►� 1: - !VI HM FRAME, FILL W/ ACOUSTIC INSUL . ACOUSTIC SEAL HM DOOR, MIN. ST RATING EQUALS 42 RECEIVED CttY OF TUKNJILA OCT 'I I N PE ' 'CENTER DRAWING NUMBER: A2 0 /� (:) ® CONC. WALKWAY ail all Detail ,-� Detail 18 Detail 19 , E Detail Scale: = I' -(D° Scale: = 1 Scale: = l' -0' 0 Scale: = 1' -m° Scale: I' -m' 13/94 _I;�rlso GENERAL NOTES CODE: UNIFORM BUILDING CODE (UBC) - 1997 EDITION LIVE LOADS ROOF .................25 PSF (SNOW) FLOORS EQUIPMENT AREAS ....... ............................250 PSF BASIC WIND SPEED ...........80 MPH, EXPOSURE C SEISMIC .............ZOSE 3 STRUCTURAL SYSTEM 1997 UBE BUILDING FRAME SYSTEM, BRACED FRAMES WiTH CONCRETE SHEAR WALLS. ZONE .............................. 3 Su SOIL TYPE R. 5.5 1 ......... .......................... GENERAL CONDITIONS 1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES HE MAY FIND BEFORE PROCEEDING WITH THE WORK. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE ARCHITECT /ENGINEER SHALL IMMEDIATELY BE NOTIFIED IN WRITING OF ANY DISCREPANCIES 3. ALL OMISSIONS OR CONFLICTS DETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER BEFORE PROCEEDING WiTH ANY WORK SO INVOLVED. 4. IN CASE OF CONFLICT, NOTES AND DETAILS OF THESE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE ° GENERAL NOTES" AND /OR "STANDARD DETAILS'. 5. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK, THE CONSTRUCTION SHALL BE THE SAME AS FOR SIMILAR WORK. 6. WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THESE DRAWINGS. 7. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL ENGINEER OF ANY CONDITION WHICH IN HIS OPINION MIGHT ENDANGER THE STABILITY or THE STRUCTURE OR CAUSE DISTRESS TO THE STRUCTURE. 8. THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS TECHNIQUES, SEQUENCES AND PROCEDURES. AS A PART OF HIS RESPONSIBILITY, THE GENERAL CONTRACTOR SHALL PROVIDE THE SERVICES OF A LICENSED STRUCTURAL ENGINEER TO DESIGN AND SUPERVISE ANY SCAFFOLDING FOR HIS WORKMEN AND SHORING OF FORMS AND ELEMENTS OF CONSTRUCTION AFFECTED BY HIS WORK. 9. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST EDITION OF THE UNIFORM BOILING CODE, 1997, AND ALL OTHER REGULATING AGENCIES EXERCISING AUTHORITY OVER ANY PORTION OF THE WORK. 10. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE THE NOTES, DRAWINGS, AND /OR SPECIFICATIONS DIFFER, THE MORE STRINGENT REQUIREMENT SHALL APPLY. TI. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES OR THE STRUCTURAL DRAWINGS. 14. ALL CONSTRUCTION SHALL BE DONE WiTH MATERIALS, METHODS AND WORK- MANSHIP ACCEPTED AS GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY IN CONFORMANCE TO THE PROVISIONS OF THE 1997 EDITION OF THE 'UNIFORM BUILDING CODE" (UBC), AND STANDARDS REFERENCED THEREIN. 15. PIPES DUCTS, SLEEVES, OPENINGS POCKETS, CHASES BLOCK -OUTS ETC., SHALL NOT BE PLACED IN SLABS FOUNDATIONS ETC., NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR SUCH ITEMS, UNLESS SPECIFICALLY DETAILED ON THESE STRUCTURAL DRAWINGS. 12. VERIFY ALL DIMENSIONS IN FIELD AND PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. 13. DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER DOCUMENTS ARE TO BE NOTED IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. SPECIAL CONDITIONS 1. VERIFY ALL DIMENSIONS IN FIELD AND PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER DOCUMENTS ARE TO BE NOTED IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. FOUNDATION 1. STRUCTURAL DESIGN COMPLIES WITH SOILS REPORT DATED MARCH 16, 1998. PROJECT 198063 BY GEOTECH CONSULTANTS INC, WITH MEMO DATED MAY 18, 1998, AND ,T E 9, 199E FOOTING BEARING PRESSURE: 5000 PSF ON COMPETENT NATIVE SOIL, OVER LEAN CONCRETE FILL AS DIRECTED BY SOILS ENGINEER. LATERAL EARTH PRESSURE ON RETAINING WALLS ACTIVE: 55 PCF UNYEILDING WALLS. 40 PCF FOR YEILDING WALLS. PASSIVE: 300 PSF, EXCLUDING THE UPPER ONE FOOT OF SOIL UNLESS CONFINED BY THE SLAB -ON -GRADE COEFFICIENT OF BASE FRICTION: 0.40 2. SUBGRADE PREPARATION, DRAINAGE PROVISIONS, AND OMER RELEVANT SOIL CONSIDERATIONS ARE TO BE IN ACCORDANCE WITH SAID SOILS REPORT. .3. ME GEOTECHNICAL ENGINEER SHALL BE RETAINED TO PROVIDE OBSERVATION AND TESTING SERVICES DURING FOUNDATION SOILS EXCAVATION, BACKFILL, GRADING, COMPACTION AND SUBGRADE PREPARATIONS. THE GEOTECHNICAL ENGINEER SHALL INSPECT, PROVIDE TEST REPORTS, AND PROVIDE A LETTER OF ACCEPTANCE TO ME BUILDING DEPARTMENT AND ME ENGINEER STATING THAT ALL FOUNDATION SOILS PREPARATION, EXCAVATION, BACKFILL, COMPACTION AND SUBGRADE PREPARATION IS IN ACCORDANCE WiT ME REQUIREMENTS OF THE SOILS REPORT PRIOR TO PLACEMENT OF FOUNDATION CONCRETE. PRECAST PANELS I. TYPICAL PANEL THICKNESS IS 10' U.N.O. 2. TYPICAL TRIM BARS (U.N.O.) (2) /5 VERTICAL AND HORIZONTAL AT EACH EDGE OF PANEL AND EACH SIDE Cr OPENINGS. EXTEND HORIZONTAL REINFORCING 24' .BEYOND EDGE OF OPENINGS 3. PROVIDE 3/4' CHAMFER AT ALL EXPOSED CORNERS, U.N.O. 4. PROVIDE 3/4' NON - SHRINK GROUT BETWEEN BOTTOM OF PRECAST PANELS AND iO OF FOOTINGS. 5. PROVIDE 3/4' CLEARANCE FOR VERTICAL JOINTS BETWEEN PRECAST ELEMENTS, U.N.O. 6. SHOP DRILL (14'0) AIR RELEASE HOLES IN EMBEDMENTS AT 6' CENTERS AS REQUIRED TO DISPLACE ANY VOIDS CAUSED BY PLACING CONCRETE IN CONFINED SPACES. 7. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FORMING PANELS. a PANEL LIFTING STRESSES ARE TO BE CHECKED BY CONTRACTOR WHO SHALL PROVIDE REINFORCING STEEL AS REQUIRED FOR HIS METHOD OF HANDLING AND ERECTION. 9. PANELS ARE DESIGNED ASSUMING FULL 10' THICKNESS SUBMIT ENGINEER OF RECORD ALL PROPOSED REVELS AND OTHER RELATED BLOCK OUTS FOR EVALUATION PRIOR TO CONSTRUCTION. 10. MINIMUM PANEL REINFORCING SHALL BE 15 AT 12' 0G. VERTICAL AND 15 AT 12' O.C. HORIZONTAL, U.N.O. PRECAST PRE - STRESSED CONCRETE I. CEMENT SHALL CONFORM WiTH ASTM C150, TYPE IL 2. CONCRETE SHALL BE GRADE B, AS DEFINED IN U.B.C. 703.3, WITH NORMAL WEIGHT AGGREGATES CONFORMING WITH ASTM C 33. 3. CONCRETE PLANKS SHALL BE DESIGNED AND MANUFACTURED BY CONCRETE TECHNOLOGY CORPORATION, OR ENGINEER APPROVED EQUIVALENT. CALCULATIONS SHALL BE SEALED BY A WASHINGTON LICENSED CIVIL OR STRUCTURAL ENGINEER. PLANKS SHALL BE DESIGNED iO SUPPORT 25 PSF LIVE LOAD AND 55 PSF ADDED DEAD LOAD. PLANK CONCRETE SHALL BE LOW SLUMP 8000 PSI 28 DAY MIX AND STRANDS SHALL BE 270 KSI 1/2' DIAMETER LOW RELAXATION STEEL PER ASIM A416. 4. CONCRETE TOPPING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH Ai 28 DAYS OF 4000 PSI. 5. ADMIXTURE MAY BE USED WITH PRIOR APPROVAL OF THE ENGINEER. ADMIXTURE SHALL COMPLY, WITH ASTM A 494 AND BE OF A TYPE THAT INCREASES THE WORKABILITY OF THE CONCRETE, BUT SHALL NOT BE CONSIDERED TO REDUCE'. THE MINIMUM, CEMENT CONTENT (CALCIUM CHLORIDE SHALL NOT BE USED). 6. WIELDING SHALL BE DONE WiTH E70XX LOW HYDROGEN ELECTRODES. 7. WELDED WIRE FABRIC SHALL CONFORM WITH ASIM A 185. a PROJECTING CORNERS SHALL BE FORMED WITH 3/4' CHAMFER OTHERWISE NOTED. 12. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR REQUIRED ITEMS CAST INTO THE CONCRETE. 13. PROVIDE BEARING SEATS AND BEARING PADS AS REQUIRED FOR ALL PRECAST UNITS, EACH KOROLAM BEARING STRIPS UNDER EACH. 14. ME PRECAST CONCRETE CONTRACTOR SHALL VERIFY ALL PLAN AND FIELD DIMENSIONS PRIOR TO SHIPPING THE PRECAST UNITS. 75. THE PRECAST CONCRETE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR BRACING ALL PRECAST UNITS UNTIL ALL STRUCTURAL COMPONENTS OF THE FLOORS ARE FULLY CONSTRUCTED. CONCRETE 1. REFERENCE STANDARDS: ACI -301, ACI -318, UBC. MINIMUM CONCRETE STRENGTH (28 DAYS): WALLS.. .4,000 PSI SLAB ON GRADE ........ ..........:...............4,000 PSI SLAB AND BEAMS_ .4,000 PSI INTERIOR FLATWORK .. ...........:..............3,000 PSI EXTERIOR FLATWORK.......... .4,000 PSI AIR- ENTRAINMENT 3.0% TO 5.05 FOR EXPOSED CONCRETE. 2. MIXING: COMPLY WITH ACI -301. DO NOT EXCEED THE AMOUNT OF WATER SPECIFIED IN THE APPROVED MIX PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER 3. PLACING: COMPLY WiTH ACI -301. PROVIDE A 3/4 INCH CHAMFER ALL EXPOSED CONCRETE EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. 4. SLUMP: 4 PLUS OR MINUS ONE INCH. DO NOT ADD WATER TO MIX TO INCREASE SLUMP. GREATER SLUMP, ACCELERATED SET, OR HIGH EARLY STRENGTH MAY BE ACHIEVED BY USING APPROVED ADMIXTURES. 5. CURING: COMPLY WITH ACI -301. KEEP CONCRETE MOIST FOR SEVEN DAYS MINIMUM. 6. JOINTING: PROVIDE ADEQUATE JOINTING TO MINIMIZE EFFECTS OF VOLUME CHANGE. JOINTS SHOWN MAY BE ADJUSTED AT CONTRACTOR'S OPTION, WITH PRIOR APPROVAL FROM ENGINEER. 7. WEATHER EXTREMES: COMPLY WITH ACI 305R FOR HOT WEATHER. COMPLY MTH ACI 306R FOR COLD WEATHER. CONCRETE INSERTS CONCRETE INSERTS SHALL BE MANUFACTURED BY HILTI OR APPROVED EQUAL SUBMITICBO REPORTS ON ALL FASTENERS. GROUT GROUT UNDER STEEL COLUMN BASE PLATES SHALL BE NON- METALLIC, NON SHRINK GROUT HAVING A COMPRESSIVE STRENGTH OF NOT LESS THAN 5000 PSI SUBMITICBO REPORTS FOR APPROVAL REINFORCING STEEL I. REFERENCE STANDARDS: ACI 'DETAILING MANUAL' (SP -66); CRS, MANUAL OF STANDARD PRACTICE (MSP -1) 2. MATERIALS REINFORCING STEEL ASTM A615, GRADE 60 REINFORCING FIBERS: POLYPROPYLENE FIBROUS REINFORCEMENT 3. SPLICES AND LAP: LAP CONTINUOUS REINFORCING BARS 48 BAR DIAMETERS, UNLESS OTHERWISE NOTED. PROVIDE CORNER BARS FOR ALL HORIZONTAL REINFORCEMENT. 4. COVER: CAST AGAINST EARTH FOOTINGS ...........3 INCHES SLABS. .................2 INCHES CAST AGAINST FORMED SURFACES: WEATHER FACE ...1 -1/2 INCHES, IS BARS AND SMALLER 2 INCHES, 16 BARS AND LARGER INTERIOR FACE ...3/4 INCH FOR SLABS AND WALLS 1 -1/2 INCHES FOR BEAMS AND COLUMNS REINFORCING STEEL WELDING 1. REFERENCE STANDARDS: 'ANSI /AWS 01.4 STRUCTURAL WELDING CODE - REINFORCING STEEL' 2. MATERIALS: GRADE 40 (ASTM A615) OR GRADE 60 (ASTM A706). ALL GRADE 60 WELDED REINFORCING BARS WILL BE REJECTED UNLESS A MILL CERTIFICATE IS SUBMITTED TO THE ENGINEER OF RECORD AND INDICATES COMPLIANCE WITH ASTIR A706. USE ONLY CERTIFIED WELDERS. USE ONLY FRESH E70XX ELECTRODES (AWS A5.1 OR A5.5) 3. ALL WELDING OF REINFORCING STEEL SHALL BE PERFORMED USING THE ELECTRIC ARC PROCESS IN ACCORDANCE WIM THE APPLICABLE PORTIONS OF THE 'CODE FOR ARC AND CAS WELDING IN BUILDING CONSTRUCTION' OF ME AMERICAN WELDING SOCIETY. WELDING SHALL BE PERFORMED BY WELDERS HOLDING CURRENT CERTIFICATES ACCEPTABLE TO ME REGULATING BUILDING DEPARTMENT. ALL WELDS SHALL UTILIZE LOW HYDROGEN ELECTRODES (E90XX). WHEN WELDING IS REQUIRED, APPROVAL SHALL BE OBTAINED FROM THE ENGINEER FOR THE PROPOSED METHOD AND PROCEDURE. ALSO, FULL RUE INSPECTION, NON- DESTRUCTIVE TESTING, AND CERTIFICATION FROM AN INDEPENDENT TESP_NG LABORATORY WILL BE REQUIRED. WELDING OF CROSSING BARS AND TACK WELDING OF REINFORCEMENT SHALL NOT BE PERMITTED. 4. BENDS IN WELDED REINFORCING STEEL ARE TO COMPLY WITH ACI STANDARDS. BENDS MUST NOT OCCUR WITHIN 3' OF ANY WELD. PROVIDE SPECIAL INSPECTION PER UDC 108. WINDOW SYSTEM: YANDOW SUPPLIER SHALL SUBMIT FOR REVIEW PRIOR TO FABRICATION SHOP DRAWINGS AND STRUCTURAL CALCULATIONS PREPARED AND SEALED BY A WASHINGTON STATE PROFESSIONAL ENGINEER. WINDOW STRUCTURE AND ALL EXTERNAL CONNECTIONS SHALL BE INCLUDED. WIND DESIGN SHALL BE PER 1997 UNIFORM BUILDING CODE. JOBSITE SAFETY: THE ENGINEER HAS NOT BEEN RETAINED. OR COMPENSATED TO PROVIDE DESIGN AND /OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM HIS WORK. THE UNDERTAKING OF PERIODIC SITE VISITS' BY THE ENGINEER SHALL NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR, SUBCONTRACTORS, SUPPLIERS OR THEIR EMPLOYEES OR FOR ACCESS. VISITS,' USE WORK, TRAVEL OR OCCUPANCY BY ANY PERSON. LIGHT GAUGE STEEL STUDS AND JOISTS STEEL SECTIONS ARE TO BE FORMED FROM STEEL HAVING A MINIMUM 33,000 PSI WELD POINT (ASITA A'446 -83 GRADE A OR ASIM A 570- 79 GRADE 33) FOR THICKNESSES OF 0.0172 INCH THROUGH 00451 INCH (NO. 18 GAGE) AND MINIMUM 50,0000 PSI YIELD POINT (ASTM A 446 -83 GRADE OR ASTM A 570 -79 GRADE 50) FOR THICKNESSES OF 0.0566 INCH (N0. 16 GAGE) THROUGH 0.1285 INCH (NO. 10 GAGE). GALVANIZED COATING TO COMPLY NMTH ASTIR A 525 -79. CURTAIN WALL /SYSTEM CURTAIN WALL SUPPLIER SHALL SUBMIT FOR REVIEW PRIOR TO ANY FABRICATION SHOP DRAWINGS FOR ALL STRUCTURAL COMPONENTS AND CONNECTIONS, INCLUDING CONNECTION TO FLOORS AND ROOFS. CURTAIN WALL SUPPLIER SHALL PROVIDE ALL CONNECTIONS FOR HIS SYSTEM TO BE CAST INTO FLOOR AND ROOF SLABS OR WELDED TO BUILDING STRUCTURAL', STEEL CURTAIN WALL SUPPLIER SHALL PROVIDE DESIGN FOR ALL COMPONENTS NOT DEFINED BY THESE DRAWINGS, YAM CALCULATIONS SEALED BY A WASHINGTON STATE, LICENSED PROFESSIONAL ENGINEER. SHOP DRAWINGS SUBMIT 1 SET OF PRINTS AND 1 SET OF REPRODUCIBLES FOR REVIEW PRIOR iO FABRICATION FOR THE FOLLOWING 1. CONCRETE REINFORCEMENT STEEL. 2. MISCELLANEOUS STEEL FABRICATION DRAWINGS. SUBMITTALS SUBMIT 3 COPIES FOR REVIEW PRIOR TO FABRICATION FOR: A) CONCRETE DESIGN MIX B) CONCRETE INSERTS C) EPDXY ADHESIVES 0) GROUT INSPECTIONS REFERENCE STANDARDS: UBC 108. INSPECTIONS ARE TO BE PERFORMED BY AN INDEPENDENT TESTING LAB APPROVED BY THE BUILDING OFFICIAL CONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED. VERIFY SLUMP AND STRENGTH. REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS. CHECK FOR REQUIRED COVER, SIZE AND GRADE. WELDING: PROVIDE INSPECTION IN ACCORDANCE WITH UBC 108. SPECIAL INSPECTIONS SPECIAL INSPECTION BY WABO CERTIFIED INSPECTORS IS REQUIRED IN ACCORDANCE WITH ME 1997 UBC SECTION 1701 FOR ME FOLLOWING WORK ITEMS STRUCTURAL CONCRETE BOLTS INSTALLED IN CONCRETE CONCRETE REINFORCING STEEL STRUCTURAL STEEL FABRICATION AND ERECTION EPDXY EMBEDDED ANCHORS ME SPECIAL INSPECTORS SHALL, IN ADDITION, BE QUALIFIED IN ACCORD- ANCE WITH ME 1997 UDC SECTION 1701.2 AND PROVIDE ME DUTIES AND RESPONSIBILITIES AS INDICATED IN SECTION 1701.3. t�99.038 UBC SECTION 1701.5.1 UBC SECTION 1701.5.2 UBC SECTION 17015.4 UBC SECTION 1701.5.5 UBC SECTION 1701.5.15 SA ABREVIATIGRIS: AB ANCHOR BOLT LOC ALT ALTERNATE MAX APPROX APPROXIMATE MB BTM BOTTOM MECH BOY BOTTOM MFR BRG BEARING MIN BTW BETWEEN MISC CJ CONTROL JOINT ML CLR CLEAR NO CMO CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONN CONNECTION CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CTR CENTER DET DETAIL DIA DIAMETER DIAL DIAGONAL DIM DIMENSION DL DEAD LOAD EA EACH EF EACH FACE ELEV ELEVATION EQ EQUAL EQUIP EQUIPMENT ES EACH SIDE EW EACH WAY EXIST EXISTING FON FOUNDATION FG FINISH GRADE FUR FLUSH FRAME FLG FLANGE FLR FLOOR FP FULL PENETRATION FT FOOT FTC FOOTING FS FAR SIDE GA GAUGE GALV GALVANIZED GR GRADE HOR HORIZONTAL HT HEIGHT IN INCH JT JOINT EL LIVE LOAD CONCRETE OR MASONRY WALLS NS NTS DC OH OPNG OSB OSF PSF PSI REF REINF READ SOHO SEC SF SHT SIM SPCS SPEC STD STL STRUCT THK TOC TOS TOW TS TIP UNO VERT W VHS WT WWF CONC WALL REINF AT INTER 1/2' DIA PLAIN ROUND STOCK (A36) X 3' -0" AT 24'o.c. GREASE ONE END, FLARE OTHER +1 4 = 111: = i J1_ 11 ;1! =11: - If-1 IITTRO -I= 11 -;11_� CONSTRUCTION JOINT (C.J.) 1 1/2' X 1/8' CONT. QUICK JiANT OR SAWN JOINT ('ZIP- STRIP" OR APPROVED EQUAL) JOINTS AT 25' -0' O.C MAX. SUBMIT LAYOUT TO ENGR. 1 =11-1 fl =- I�I� II -I I -�= i1:=11 =III ,, SHRINKAGE JOINT (S.J.) SLAB ON GRADE DETAILS NOT TO SCALE LOCATION MAXIMUM MACHINE BOLT MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS MICRO LAM (LAMINATED VENEER LUMBER) NUMBER NEAR SIDE NOT TO SCALE ON CENTER OPPOSITE HAND OPENING ORIENTED STRAND BOARD (RIM BOARD) OUTSIDE FACE POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH RADIUS REFERENCE REINFORCING REQUIRED SLOPE SCHEDULE SECTION SQUARE FOOT SHEET SIMILAR SPACES SPECIFICATIONS STANDARD STEEL STRUCTURAL TOP THICK TOP OF CONCRETE TOP OF STEEL TOP OF WALL TUBE STEEL TYPICAL UNLESS NOTIFIED OTHERWISE VERTICAL WITH WELDED HEADED STUD WEIGHT WELDED WiRE FABRIC NOT TO SCALE 32d d = BAR DIAMETER TIP. CORNER BAR INDEX: SA -1 SA -2 SA -3 SA -4 RECEIVED CITY CF TUKWILA TICS 1 I) 199'; PERMIT CENTER 18!1111 - iii KEY PLAN NOT TO SCALE GENERAL NOTES AND DETAILS FOUNDATION AND ROOF PLANS WALL SECTIONS AND ELEVATIONS PRECAST PANEL ELEVATION AND CONNECTIONS 1/2' WALL CONTROL JT, BETWEEN CONSTR JTS. WALL CONTROL JOINT AT 25' CONSTR JOINT AT 50' PLAN VIEW OUTSIDE FACE FTG WALL CONSTR JOINT ohfce,flui CONT, LAP BARS 70 BAR 0 MIN, TYP. STEM WALL WHERE OCCURS FULL HT WATER STOP NOTES: 1. CONTRACTOR TO LOCATE CONTROL OR CONSTRUCTION JOINT A MAXIMUM OF 25' -0' EITHER DIRECTION. JOINTING OR CONSTRUCTION JOINTS SHALL OCCUR FOR NO MORE THAN 525 SO. FT. OF SLAB AREA. SUBMIT LAYOUT TO ARCHITECT OR STRUCTURAL ENGINEER FOR APPROVAL 2. CONTRACTOR TO PLACE AND JOINT SLAB ON GRADE IN MANNER TO MINIMIZE AND CONTROL SLAB. ON GRADE CRACKING. 3. TYP. SLAB BASE IS PER SOILS CONSULTANT RECOMMENDATIONS SEE FOUND- ATION PLAN FOR MINIMUM SLAB THICKNESS AND REINFORCEMENT REQUIREMENTS W T, & 13 SLAB ON GRADE DETAILS SA NOT TO SCALE NOT TO SCALE EXPIRES OCTOBER 24, 20001 SHEET SA- 1 0 < F 10 ; C-I 0 ° U U,TU DRAWN BY JG CHECKED BY RB I L -i ` � V I 1 n r -! 4 _0� TOP \ \ / r �� n SOLID GROUT AT MNTS, TOP 4 0� r ,– /4x AT 9" ac. �4x r A T 9" O.C. / �' — N /4x AT 16' ac, T�'P l � TS AT ROOF (PLANK LEVEL), ■ �� �I (2) 14F �� ' / r \ ! t / \ / LINTEL BEAM FLUSH W /JOISTS TYP' 8' PRECAST FgDLLOW CORE PLANK W/ 3" (rONC TOPPING AND 6x6W . W2.9 WWF 8" PRECAST HOLLOW CORE PLANK W/ 3" g0fIC TOPPING AND 6x6W2:RoW29 es' 14FJ1200 JOIST AT 24' 0.0, W/ 20GA METAL ROOF DECK / © \/ 14FJI200 JOIST AT 24" O.G TOP \ ® I \\ / \ / \ \ u / / \ \ / / \ \ / / / /\ \ / + 136 10 3' 0 +133 2O' -0" TOF= 132.50' 4' CONC SLAB -ON -GRADE W/ /4 AT 18" O. EA WAY AT MID DEPTH OF SLAB COMPACT SUBGRAOE TO 95% ASTM D -1557, TYP. Lk TYP (5)/4 AT 3' O.C. p r• PRECAST CONCRE ROOF PANELS. 40' -0" 8" CONC SLAB -ON -GRADE ,' Wz 16'AT+ 12" O.C. EA WAY, T/B/ ,FF =_ .. 134.70' L 5x5 BELOW, TYP 4' -0" /4x I AT 16" O.C., TOP 6 CONC SLAB-ON-CRATE WI 14 AT 16' O.C. EA WAY AT MID.DEPTH OF SLAB FF ,134.54' T.O. ROOF RIDGE + 22' -6' (157.04') METAL STUD WALL -\,, BY OTHEr'5 TYP 10' ALIGN WI GRID 5 I OF BLDG B L A' 18 GAGE TRACK AND METAL STUD WALL EA SIDE 6' cow 5LA8 - 01 - GRADE W/ 14 AT 16`.0x;. EA WAY AT MID DEPTH :OF STAB FE = 1.34;54` NOTE: 1. PLACE BEARING PLATE CONNECTIONS IN FTG PER 1 /SA -4 T.O. PARAPET 17 -0' (151.541, TIP 40' -0' ISOLATED CONCRETE PAD, TYPICAL , 81CONC SLAB -ON -GRADE 3W/ i 14T " . C, EA WAY,=T/1 g - -°( FF 7 134.70 FOUNDATION PLAN A SCALE 1/4' = 1' -0• 0 ROOF FRAMING PLAN A SCALE: 1/4' = P -0' 0383 PRECAST CONCRETE ROOF PANELS, BRUSH ROUGHING TOP SURFAC;,, TOP (5)14 TYP AT 3" O.C. 4' CONC SLAB -ON -GRADE WI 14 AT 18' O.C. EA WAY AT MID DEPTH OF SLAB COMPACT SUBGRADE TO 95% ASTM D -1557 TYP. fi Il ea RECEIVED CITYOF TUB/ALA 9999 PERMIT CENTER I EXPIRES OCTOBER 24, 20001 DRAWN BY JG CHECKED BY RB JOB NO. 98019 DATE 10 -15 -99 SHEET SA --2 8010SA-,3 . PER PLAN *ROOF 10 1 ( 1 4; CHAMFER- 4 PRECAST PLANK WI 3" TOPPING 1" MAX 4 L 5x5x3/4 1/4 / 2 1/r CLR (2) 14x4'-0 THROUGH STUDS (2) /5 CONT EQ 1 " CLR /5 CONT r CLR ler EQ 5 DOWEL AT Tr 0.0 r y.K\7 CLITzcz,.1/25. ‘,•\‘‘>:,%; ° 4> (2)15 CONT 3/4x10x0 WI (4) 5/130x5* STUDS AT 24" O.C. 15 AT 12 0.C. EA WAY (6) /6 CONY 1 /4 AT Tr 0.C. 1/6 SECTION SCALE 3/4" = PRE-CAST PANEL 14.3 AT 24" 0.C. AT CL OF SLAB 5 CLOSURE STRIP JOINT (C.S.J.) \SAY SCALE 3/4 = 1'-0" FF=134.54' 14 AT 16' O.C. t! F, EA WAY 134.54' ALIT ZF62P6 NAIL AT le Q.C. 110 SCREW THROUGH JOIST, r/B 20 GAGE METAL ROOF WI /10 SCREWS AT r ROOF COMPACTED SUBGRADE TO 95% ASTM D-1557, TYP 14FJ1200 JOIST -- 4c •4:2:!,..4 (3) HID ZE62P8 NAIL AT r 0.0. AT JOIST 4 AT Tr 0.C. T/B SECTION SCALE 3/4. = r-o° 1/2 CL .3 CLR CLR TYP SOG JOINT DETAIL SCALE 1" = 1 16 GAGE 8'x3" CUP ANGLE WI (3) 110 SCREWS 18 GAGE TRACK TS 6x6x3/8, TYP TS 6x6x3/B, TYP /6 AT 12" O.C. EA WAY, EA SIDE is DOWELS AT 12" D.C. EA SIDE CLR 1 \--(6) 16 CONT 14x6'-0* AT 16" O.C. /6 AT 12" 0.C. (2)/5 CONT ■." TA WAY, T/B (3)16 CORD MOISTURE SEALANT PER ARCH b99-013 0" NORTH/SOUTH 'EXT WALL ELEVATION SCALE 1/4" = 4' SLAB — ON-GRADE FF. 134.50 • (5) po T/B 4 TIES AT 10" O.C. (4) LEGS PER ARCH AT 16" 0.0. SECTION 18 GAGE METAL STUDS 10° JOIST /5 AT 16' 0.C. EA FACE, EA WAY 3/4' CHAMFER (2) 15 CONY /5 AT 12" D.C. EA WAY 1 DOWEL AT 12' 0.0. SCALE 3/4" = 1'-0" 14FJ1200 ' (4) #5 CONY 1BGA 18 GAGE CUP ANGLES TRACK WI (3) ro WI 110 SCREWS SCREWS AT 12" 0.C., TYP O STUD WALL AT OPENING A SCALE 3/4° = r-o. (2) 14FJ1200 DETAIL "A" RECVIVED CITY OF TUKWILA OCT 1 P. iggPi PERMIT CENTER EXPIRES OCTOBER 24, 20001 LU CO CO CD m DRAM/ BY JO CHECKED 13 RB JOB NO. 98019 DATE 10/15/99 SHEET SA -3 /27/99 EDGE BARS TYP 3/4- DIA X OW PLAIN BAR (A36) 0 0 0 0 0" 0 0 1'-6" jr-611'-671, A SA4 PANEL 61 ELEVATION PLAN CONNECTION SCALE: 3/4 = 3/4 DIA PLAIN BAR (A36): C PANEL 0 3/4 RECESS (-9 1/2 PANEL 4 EAST INSIDE PANEL ELEVATIONS SCALE ve PL 5 X 3/4 X W-10' WI(3) 5/16 V ELEVATION 15 (A706) X s-o- 0 4 CA It (2) 1/2' DIA X r irds EDGE BARS TYP 2 1/2' 3 SA4 PLAN CONNECTION SCALE: 3/4 = 10x10' ELIBEDED PLATE AT 24 O.C. PER 1/SA-3, TYP - - — - - — 0 0 El 0 CONE WALL (1) r ROOF (2) 15 PANEL 3 (2) 0 0 j6 El 0 0 0 • -9 1/2" jr-ri 7-0* (1) f4 lo= PRECAST PANEL PANEL 21 r 3x3x1/4x0'-5" 0-0 000000 PANEL 1 /5 AT 12' B.C. EA WAY, TYP Thqc14 1 ( CONNECTION Si 7/ SCALE: 3/4 = PL 6 X .3/8 X 0 wJ (4) 1/2- DIA X 6' WHS AT 4- GA i/4 I X 4 X 3/8 X C - r WITH (2) is X 2 AT 5 GA (2) 1/2' DIA X 6 VW-IS AT 5 GA ce lled jr TYP FF=134.5( eti, 1 1/2' (2) 16, TYP CONNECTION SCALE: .3/40 = TYP PC PANEL SECTION SCALE .ve = r-o. ft 3/ 48x1 1 W/ (4)16 (A706)x.3 AT 4" GA. AND (3) 3/40 WHSx4" AT 4 GA. 2'-0' 13x4 HAIR PIN AT If 0.C., TYP WT 7x41x1-2" W/ (4) #6 (A706) AND 4- GA. STAGGERED 15 AT 12" O.C. EA WAY CARVVILA OCT I Fi 19!3q PERMITOBNTER 1 1/2' 1 EXPIRES OCTOBER 24, 20001 DRAMA BY JO CHECKED BY RB JOB NO. 98019 DATE 10/15/99 SHEET SA -4 LLJ LU U— C-) 0 0