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2'-0 0 OMIT EXTENSION SLEEVE AT DRAINS <br /> LOCATED AS OF DATE 2-6-92 AT 1 0 <br /> GRIDS CC THROUGH E AT INTERSECTIONS <br /> WITH GRIDS 6 THROUGH 10. ALSO IV <br /> 2'-8 <br /> o DRAINS LOCATED AT GRIDS D/5, F/5 & STEEL <br /> m 6, AND H/5 & 6. ALL OTHER DRAINS TO CHANNEL GIRT BATT INSULATION <br /> BE INSTALL WITH EXTENSION SLEEVES. SEE STUCT. <br /> OVERFLOW DRAINS MAY BE MODIFIED AS METAL <br /> R.D.L. APPROVED BY ARCHITECT. WALL <br /> ROOF SUMP OIL TOS EL.= 3/4" TREATED PANEL E SEALANT <br /> SLOPE SINGLE PLY MEMBRANE 120'-7 PLYWOOD MECH. SQUARE OR ROUND <br /> ROOFING 4x4x1 4 CONT. METAL WALL FASTEN <br /> PROVIDE DOUBLE LAYER TAPERED INSULATION E / PANELTO PLATE STRUCTURAL PIPE - <br /> o X SEE STRUCT. DWGS. STAINLESS STEEL <br /> TAPERED ROOF INSULATION 1/2 PER FOOT SLOPE 3 16° CLAMPING RING <br /> 3ME � FOR 1/2" PER FOOT SLOPE WATER CUT-OFF 2-8 CONTINUOUS 10 G . TAPERED INSUL. <br /> MASTIC NEOPRENE CLOSURE PLATE. SEE TO ROOF DRAIN <br /> O — — STRIPS STRUCT. DWGS. <br /> CHANNEL GIRT PREMOLDED PIPE FLASHING <br /> SEE STRUCT. BASE FLASHING <br /> _ 30 PSf EXPLOSION METAL DECK SEALANT <br /> SEE PLAN VIEWS FOR RELIEF CLIP <br /> w COLUMN GRID LOCATIONS IIIIII FASTENER TOS EL.= <br /> OIL <br /> o SIMILAR L-2x2x1/4 3/8" EYEBOLT W/ 119'-0 <br /> o ROOF SUMP PAN 10 GA SS PLATES <br /> L-2x2x1/4 2'-0 LOOP OF 1/4" 4%8" EA. SIDE MEMBRANE ROOFING ON D <br /> 3'-0 LONGER ANGULAR AIR CRAFT CABLE INCL. RECOVERY BIRD. & <br /> THAN OPENING UNDERDECK CLAMP CLEVIS TYPE CABLE EXPLOSION RELIEF RIGID INSULATION <br /> 2 R.D.O. <br /> CLAMPS (2 PER PNL.)�� PANEL SEE STRUCT. FOR <br /> TREATED WOOD BLOCKING SINGLE PLY SUPPORT STEEL <br /> A204 MEMBRANE RO E <br /> 4-0 MAX. TYP. EXPLOSION RELIEF $ COOLING TOWER & EQUIPMENT <br /> ROOF SUMP DETAIL 2 PANEL HEAD DETAIL WALL/ROOF DETAIL SUPPORT DETAIL <br /> ROOF SUMP PLAN DETAIL SCALE: 1 1/2" =1'-0 TYP A204 SCALE: 1 1/2" =1'-0 A60,A61 q04 SCALE: 1 1/2" =1'-0 A201 A204 SCALE: 1 1/2" =1'-0 TYP A204 <br /> SCALE: 3/4" =1'-0 TYP A204 A64 A17, A177 <br /> A182, A183 <br /> L6x4x 3/8 x 4 0 <br /> CURB ANGLE ON 3/16 <br /> PRECAST W/ 3/8" <br /> 10.25 DIA. EXP. ANCH. TOGMAT MATCH SIDING NG W/OUT NG METAL NINSULATION 5. <br /> ALL PANEL <br /> 1-4 L4x4x1 4 JAMB STEEL ANGLE 5" PRECAST <br /> / SEE STRUCT. DWGS. CONC. PANEL <br /> o NEOPRENE TAPE 30 PSF EXPLOSION 1'-6 1 2 <br /> LINE OF PRECAST SEALANT RELIEF CLIP (2) 3/4" MB W/ <br /> Fill IBELO POP RIVET TO SIDING CLOSED FERREL RECOVERY BOAR METAL DECK <br /> METAL WALL 3/16" DIA. @ 8" OC v v LOOP INSERTS V SEE STRUCT. <br /> PANEL DETAIL@ SIDING L4x4x3/8"xl O' TREATED WD <br /> � MEMBRANE ROOFIN <br /> T2' CONY. 20GA DUST °' W/ HORIZ. SLOTS V � NAILER <br /> CAP" COPE ® VERY v BASE FLASHING BULLNOSE EDG RIGID INSULATION <br /> CHANNELS. 8" CONC. CURB GRIND SHEAR <br /> 1 4" EXP. ANCHOR PRECAST PANEL o v, REBAR FLUSH7, V <br /> L3 1/2x3x1/4 <br /> CLOSURE / CONY.STRIP @ 1'-0 OCSEALANT v v STEEL ANGLE <br /> 11 <br /> EDGE FLASHING TO ° ° v, v rv <br /> , v SEE STRUCT. T/TRUSS <br /> 4x CONT. 10 GA MATCH SIDING 7EL. <br /> PLASTIC SHIM AND GROUT. SEE STRUCT. <br /> JAMB PLATE (22 GA) ° ° L4x4x1/4 <br /> L� STEEL TUBE PAINT TO MATCH 0 5/8" X 6" EMBED H�(2) <br /> TI (GROUT TO PROVIDE FOR @ 10'-0 C/C�, 51'-11 1/2 <br /> a SEE STRUCT. DWGS. METAL TRIM SIDING POP RIVET TO SIDING °' ° HVU EPDXY ANCHORS I °' ° MINIMUM THICKNESS <br /> 2" 3/16" DIA. STAGGERED v PER FERREL LOCATION ° PLASTIC SHIM) 3/4" TREATED <br /> @ 8" OC PLYWOOD <br /> DETAIL @ PRECAST v, v, <br /> SEE STRUCT DRAWINGS FOR OTHER EXISTING FOOTING MEMBRANE Q <br /> INFORMATION. REFERENCE DETAIL 11/A203 ROOFING <br /> EXPLOSION RELIEF TYP. EXPLOSION RELIEF METAL"DECKV <br /> DETAIL s PANEL JAMB DETAIL PANEL SILL DETAIL EXPLOSION PROOF PANEL SEE STRUCT. <br /> SCALE: 1 1/2" =1'-0 A201 A204 SCALE: 1 1/2" =1'-0 A61,A60 A204 SCALE: 1 1/2" =1'-0 A64,A61 A204 REBUILT SILL WALLS AT 9 <br /> A64 A363 <br /> PROVIDE SUBGIRTS & = 1 -0 SCALE: 1 1/2" ' " <br /> / A60,1A10,1A15 A204 <br /> VENT PIPE, SEE CONT BEAD OF STEEL SPACERS @ THRU STEEL FRAMING, PIPE ROOF MOUNTED _ T/STEEL <br /> MECHANICAL DRAWINGS SEALANT BOLT LOCATIONS OR OTHER PROJECTION EQUIPMENT II EL. 149'-5 OR 150'-0 <br /> FOR SIZE BY OTHER TRADES <br /> STAINLESS STEEL GALVINIZED METAL SEALANT ALL AROUND II HOLD TOP OF ROOF L5x3x1/4 CONY. 8[ @ 10'-0 C/C <br /> CLAMPING RING FLASHING W/SS DRAWBAND FLASHING SET I� _ CURB EL. CONSTANT STEEL ANGLE <br /> PREMOLDED PIPE FLASHING BACKER ROD IN ADHESIVE p SEE STRUCT. TRUSS SEE STRUCT. <br /> SEALANT & CAULK <br /> LAP SEALANT <br /> RECOVERY BOAR ti o `�CAULKING MIN. STRUCT. STEEL <br /> o SEALANT PIPE EL.- VARIES a� —PREFABRICATED METAL SEE STRUCT. <br /> ROOF CURB W/ n <br /> SEE PIPING DWGS. _ RIGID INSULATION <br /> WELD TO DECK. <br /> FLASHING SHEET TO <br /> MATCH SIDING PROFILE - — — — — — <br /> COPE TO ACCURATELY SINGLE PLY MEMBRANE PROVIDE STEEL SHIM <br /> COMPOSITION CLOSURE FIT AROUND PROJECTION ROOFING ON RIGID BLOCKS AS REQUIRED <br /> SINGLE PLY SEALANT & SET IN SEALANT INSULATION ON METAL EXIST. ROOF DECK DETAIL 10 <br /> MEMBRANE ROOFING ROOF DECK TO BE REMOVED SCALE: 1 1/2" =1'-0 A200 A204 <br /> OVER RIGID METAL CLOSURE METAL WALL PANELS <br /> INSULATION METAL STEEL FRAMING <br /> WALL PANELS VERIFY OPENING DIMENSION <br /> & LOCATION W EQUIP. TRADE <br /> �l <br /> ROOF PENETRATION DETAIL 11 PIPE SLEEVE DETAIL 12 PANEL PENETRATION DETAIL 13 PRE—FAB ROOF CURB DETAIL 14 <br /> SCALE: 1 1/2" =1'-0 TYP A204 SCALE: 1 1/2" =1'-0 TYP A204 SCALE: 1 1/2" =1'-0 TYP A204 SCAdE:1/2"=1'-0 TYP A204 <br /> 0 <br /> DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY P. KOHLER 07-16-91 <br /> AS RECORDED DRAWINGS 910475 SSOE 2/10/94 E EXHAUST FAN REPLACEMENT W9641643 MT 02/02/24 THIS DESIGN AND/OR DETAILS 576151-i6 <br /> SPECIFICATION IS APPROVED C.TIMM 12-03-91 SHEET <br /> A MODIFIED TO NAMED LAYERS 62054700 WRL BAD 03/17/03 �0IF,m�® ERMREEF— <br /> APPROVED BY DEPT. DATE C.TIMM 12-03-91 �� A2 04 <br /> CHECKED <br /> B DEMOLISHED BLOCKHOUSE CC/9 56733600 WRL BAD 09/25/06 A.BAILEY 08-27-93 JOB N0. COMP N0. <br /> C 40-56 IRC/787 RATE INCREASE 56733600 WRL BAD 11/28/06 APPROVED BUILDING 40-56 576151-16 <br /> D IRC SPACE RELOCATION 576151-16 C/ROLLUD 10.24.08 APPROVED ARCHITECTURAL MASTER COL. EVERETT, Wq I NO. 40-056-A204 <br />