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<br /> (E) 6 CONDUIT
<br /> UTILITY (30" H.)
<br /> NOTES:
<br /> * - 1/2"0 PUDDLE WELD @ EVERY FLUTE
<br /> 1 . VERIFY OPNG AND DUCT SIZE 710
<br /> W8x15 CURB BEAMS, CONNECT
<br /> w/ STRUCT. AND MECH. DWGS TO THE NEW W8x15 CURB BEAM TO W12x26 ROOF PURLIN W/
<br /> CSP EQUIPMENT PLATFORM PLAN 2 2. c - SEE ROOF OPENING SCHEDULE •
<br /> O / " A325-SC BOLTS AND
<br /> < -. 1 4" STIFF. PLATE BOTH SIDES
<br /> ON SHT RFA530 SCALE: 1/8»_1 ,_O„ RFA502 `� J—
<br /> NEOPRENE CLOSURE
<br /> SHEET METAL FLASHING `�_____----
<br /> EXISTING W12x26 ROOF PURLIN
<br /> ,_ /
<br /> 2x2 TREATED WOOD NAILER -fs] _ - —�
<br /> 14 GA. GALV. INSULATED PREFAB N
<br /> DUCT - SEE MECHANICAL DRAWINGS
<br /> ROOF CURB -`�♦ - ;�
<br /> SCREWS AT 4" O.C. � I I � I I
<br /> ,_ ROOF CURB - ROOF CURB DETAIL ('-77')
<br /> / SCALE: 1 1/2»=1'-O„ RFA350 RFA502
<br /> /
<br /> COMPRESSABLE NEOPRENE GASKET _ OPEN ,........./
<br /> 15"x21 " 14 GA. GALV. ACCESS PANEL .- riF REINFORCE CUTOUT PERIMETER ACCESS PANEL
<br /> - 18" WIDE x 12" HIGH CUTOUT
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<br /> SILICONE SEALANT —_�_ »
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<br /> SURFACE MOUNTED REGLET � -0).
<br /> ' 1 1/2" METAL ROOF DECK PER MECH CONTR SHOP DWG'S
<br /> MEMBRANE FLASHING - STIFFENERS AT 8" O.C. MIN. - - Of
<br /> SEE SCHEDULE ON SHEET RFA350
<br /> (!1\
<br /> FASTENERS AT 12 O.C. MEMBRANE FLASHING HOT AIR
<br /> FASTENERS •
<br /> �. _ ,
<br /> HOT AIR WELD '' BONDING ADHESIVE 1 " SPRINKLER PIPE OPEN WELD TO MEMBRANE ROOF
<br /> METAL INSULATED
<br /> SEAM CAULK CURB PREFAB
<br /> ASTENED TO DECK
<br /> ROOF MEMBRANE AND INSUL. i' >
<br /> - � � � FURNISHED BY MECHANICAL
<br /> I I I I I 1 - CONTRACTOR.
<br /> r 18" WALL OF DUCT
<br /> I_ Z W8x15 CURB BEAMS W/
<br /> 1/4,, SHEAR PLATE, NEW
<br /> / N
<br /> 1 1/2" METAL ROOF DECK C6X8.2 FRAMING, EXIST.
<br /> CHANNEL FRAMING ' ,________ ii ,---,. :,..kk foic
<br /> EXISTING W12x26 ROOF PURLIN m
<br /> SPRINKLER HEAD ACCESS PANEL SECTIONn SPRINKLER HEAD ACCESS PANEL PLAN ( 2 ROOF CURB DETAIL (e7N) ww
<br /> ".brP".`°m Copyright
<br /> 02018
<br /> SCALE: 1 1/2"=1 '-0" RFA502 SCALE: 3 4„=1 '-0 SCALE: 1 1 2"=1 '-0"
<br /> / RFA502 / RFA350RFA502 Architects Engineers,State in Washington
<br /> ` ` ' 19020 33rd Ave W,Suite 530 Certificate of Authorization
<br /> `•/ W Lynnwood,Washington,98036 Architecture No.603235512
<br /> 425-921-3500 Engineering No.3137
<br /> DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE
<br /> ACCEPTABILITY KAG 06/15/18 ROOF DETAILS / /
<br /> 11147 CHECKED 16322 06 15 18
<br /> 0 Temp MCS Utilities & Trenches - Issue for Construction (WBS16322) KAG KML 06/15/18 Kenn L. -ry REGISTERED THIS DESIGN AND/OR
<br /> 070:::AM o: -20 (-gs,�ECT SPECIFICATION IS APPROVED WMD 06/15/18 SHEET
<br /> ENGINEER TITLE RFJ\502
<br /> ® APPROVED BY DEPT. DATE KML o6/15/18 FACTORY TRANSFORMATION - 777x Wing Body Join -ILL.F#1 IP 'Z;ii.......11:# ill '1' ' .1,-, .
<br /> R V
<br /> KENNETH M. LOWERY APPROVED BUILDING 40-025 JOB NO. COMP NO.
<br /> STATE OF WASHINGTON
<br /> WO 15/2899-823
<br /> -----..1 APPROVED DWG NO.
<br /> ARCHITECTURAL MASTER COL. K-L/9-11 , EVERETT, WA 40-025-RFA50-823
<br />
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