Laserfiche WebLink
9.1 <br /> GUARDRAIL - WELD PVC MEMBRANE <br /> ROOFING OVER COVER <br /> STANCHIONS TO (E) BOARD AND METAL cc <br /> BM PER STRUCTURAL DECK C•1 5.1 S.D EXISTING METAL <br /> 6'-0 S.5 6'-0 CLOSURE <br /> 10 8" 3'-4 2 GL GL EXISTING CONC. <br /> TOP OF STEEL WALL INSULATION METAL WALL EXIST. METAL SLAB <br /> DD EL. = 126'-2" E.J. WITH FACING(TYP. PANEL WALL PANEL <br /> EXISTING ALL EXTERIOR WALLS) <br /> 2'-6 GL @ (E) CANOPY SIDING TO REMAIN <br /> 10 LINE 1 CONSTRUCTION: METAL 1 5.1 6.1 5.1 v , v <br /> SINGLE PLY v v <br /> 2'-0 GL® SIDING OVER GIRTS - 2'-0 INSTALL BATT BATT INSUL. CHANNEL GIRT v <br /> SEE MEMBRANE <br /> INSULATION (R38) I CHANNEL GIRT v <br /> 3/4" TREATED DD LINE A208 203 GL DEE <br /> WGS I INSTALL METAL v <br /> AND LINER AT NORTH EXISTING 3/4" TREATED I SEE STRUCT. <br /> PLYWOOD CANOPY WALL AND AT GIRT PLYWOOD DWGS. EDGE <br /> (E) MEMBRANE I v <br /> TOP OF STEEL ROOFING OVER COVER ®y NEW PUMP RM. 3 4" TREATED v v <br /> i� L�1 f I / METAL FLASHING <br /> MEMBRANE ROOFING OVER EL. = 121'-0 BOARD AND RIGID CEILING EXISTING EXP. PLYWOOD <br /> RECOVERY BOARD AND INSULATION ON METAL II JOINTS TO HYPOLON FLASHING <br /> RIGID INSULATION DECK 1 (E) PONY TRUSS REMAIN AND SEALANT <br /> ON METAL DECK i 1 II I °J <br /> I 2x8 TREATED LL <br /> TOP OF TRUSS TOP OF TRUSS = CONT. <br /> EL. = 119'-6 EL. = 119'-6 I <br /> I �I REMOVE (E) METAL EXP. JOINT <br /> STEEL SUPPORT I II SIDING, GIRTS AND EXISTING SIDING <br /> STEEL TRUSS SEE STRUCT. DWGS. I II INSULATION TO REMAIN 77DETAIL REMOVE EXIST. <br /> SEE STRUCT. (E) STEEL TRUSS I II SIDING AND 8" CONCRETE <br /> DWGS. I II @ CC & PRECAST PANEL BLOCK WALL <br /> CHANNEL GIRT I II 6-6.1 SIMILAR& TO MEZZ. DECK <br /> SEE STRUCT. I II OPP. HAND <br /> DWGS. i 11 5 6 5 <br /> n <br /> WALL INSULATION II <br /> PLAN DETAIL 1 PLAN DETAIL 2 SECTION 3 <br /> WITH FACING(TYP. I I SCALE: 1 1 2-1 0 AS 8 SCALE: 1 1 2-1 0 45 A206 SCALE: 1 1 2-1 0 1A34 A208 <br /> ALL EXTERIOR WALLS /" A20 / /" <br /> I II A181 A175 <br /> II A184 <br /> METAL WALL PANEL I II <br /> (E)STEEL COLUMN I I � II <br /> II 16 GA. GALV. MTL. <br /> II GAP. COVER CONT. <br /> II ANCHORED TO DECK <br /> AT 24" O.C. ALLOW 2.. VERIFY <br /> SLIPJOINT AT WALL <br /> 5 5.1 MEZZ. DECK <br /> MTL. STUD WALL <br /> I I II EXIST. DECK MEZZ. DECK PAINTED. <br /> I I II GYP. BD. FINISH <br /> I L� �, ° EXIST. BM. 4 <br /> I <br /> I 0 SCREW ATTACH <br /> TRACK TO MTL. <br /> I 1,,,-REMOVE (E) TILT-UP DECK ABOVE <br /> I CONCRETE PANEL O / <br /> j j ° PLYWOOD TYPICAL P BD <br /> I I PANEL 3-12 <br /> ° EXIST. WALL 2x6 SOFFIT <br /> FABRICATE AND I I I 0 OT FRAMING AT 24" D.C. <br /> INSTALL STEEL I I EXIST. DOOR WATER <br /> 6 HANDRAIL I I TO REMAIN SUPPL C TO <br /> A2D8 203 I 11 _ 0 ° O 2-12 W FLOOR GAP DETAIL 6 <br /> 6 I I WATER WELD LT. GA. CHANNEL SCALE: 3" = 1'-O M1A16 A208 <br /> 0 RETUR TO BM. AND CLIP TO <br /> A208 A6 I I 0 BENT 18 GA. PAINTED SOFFIT STUDS FOR <br /> STEEL COLUMN I FINISH MTL PLATE AT DOOR LATERAL SUPPORT <br /> SEE STRUCT. FLOOR OF SOFFIT <br /> DWGS. 0 OPENING/SOFFIT 3" MIN <br /> o w^ EL. = 100'-0 TRANSITION. FASTEN <br /> ° TO SOFFIT FRAMING PIPE SUPPORT <br /> ONLY TO PROVIDE PAINTED WARNING BM <br /> SLIP JOINT COND. FOR HEIGHT OF <br /> SOFFIT A.F.F. <br /> EXIST. DOOR <br /> PRECAST CONCRETE OPENING TO <br /> 1/2" EXPANSION N PANEL SEE A205& ° REMAIN <br /> JOINT CONC. DWGS. N EXPANSION VINYL CEILING <br /> N JOINT EXP. JOINTS BEYOND <br /> CONCRETE SLAB 1 1 j j DOOR OPENINGS <br /> SEE CONCRETE <br /> DWGS. A208 203 (E) CONCRETE SLAB j j COUNTER-FLASHING OR <br /> II <br /> DETAIL 4 DETAIL DUCT- SEE MECH BOOT SECURED PER MFR'S <br /> FINISHA FINISH I NO SCALE AS A208 SCALE: 1"=1'-0 1A31 A208 RECOMMENDATIONS, TYP. <br /> FLOOR FLOOR EXISTING CURB AND <br /> EL. = 93'-0a I <br /> EL. = 93'-0 A181 SH OUD SUPPORTING <br /> CURED PER <br /> ROOFING. NOTIFY OWNERSELF <br /> OF SIGNIFICANT <br /> (E) CONC. FOUNDATION DETERIORATION MFR'S RECOMMENDATIONS, <br /> TYP. <br /> B <br /> PERIMETER (E)PERIMETER <br /> INSUL.(TYP.) INSUL.(TYP.) <br /> DUCT AT EXISTING CURB 7 <br /> WALL SECTION A WALL SECTION B SCALE: 1"=1'-O A6 A208 <br /> SCALE: 1/2"=1'-0 A535 A208 SCALE: 1/2"=1'-0 A450 A208 <br /> DRAWN DATE SUBTTR.E CURRENT REVISION SYMBOL DATE <br /> sYM RLHswN BY APPROVED DATE sYM REVISION BY APPROVED DATE ACCEPTABILITY P. KOHLER 07.16.91 WALL SECTIONS W2572915 A 07.15.16 <br /> - AS RECORDED DRAWINGS SSOE 02.10.94 3973 REGISTERED THIS DESIGN AND/OR CHECKED <br /> ARCHITECT SPECIFICATION IS APPROVED A.BAILEY 08.27.91 SHEEP <br /> A IRC-WBS 2.2.3.3.2 HD VACUUM PUMP RM-RECORD DWG. W2572915 BUFFALO 07.15.16 ® � �� APPROVED BY DEPT. DATE C.BTIMMAIL 12.03.91 LNGINLLK TITLE IRC — WBS 2.2.3.3.2 HD VACUUM PUMP RM (6003) ��O Q <br /> B EXHAUST FAN REPLACEMENT W9641643 MT 02/02/24 BOE,NO �' A. BAILEY 08.27.91 O <br /> TATE EDWARD HII TN APPROVED BUILDING 40-056 JOB NO. COMP NO. <br /> TATE OF WASHINGT 910475 <br /> APPROVED ARCHITECTURAL MASTER EVERETT, WA DWG NO. 40-56-A208 <br />