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FRANK L BENNARDO,P.E.'� <br /> Y4"0 SHE SPACING TABLE: STATE SEAL <br /> INDICATED BELOW <br /> ROOF SKID <br /> THICKN E <br /> VELOCITY VALID FOR(I)JOSM ONLY <br /> EXP 0% 0.032' <br /> SKINS M <br /> I SKINS <br /> ID r4 <br /> 90 T"B 9. 1W <br /> 16 <br /> 0 C. <br /> %-0 SAE GRADE S SMS WITH%-0 O- O.C. z <br /> INTEGRATED ALUMINUMINEOPRENE 130"B" GUTTER W SNAP-N-LOCK 0 <br /> -TO- 7.7S' 10.25" EXTRUSION,TYP. a <br /> WASHER.UTILIZE I Y,"O D.C. D.C. COMPOSITE w <br /> ALUMINUM/NEOPRENE WASHER& 155 PANEL Z -- W <br /> PROVIDE 5 PITCHES MIN.PAST THE 155"C'. 5 LU 7:- <br /> EAVE BEAM FLANGE THREAD PLANE 18T-CO-- O.C. z;i <br /> WITH THE FOLLOWING SPACING- 0. ...... <br /> to <br /> NQ�i21 Lu <br /> ...... .. .... <br /> Lu <br /> R z In <br /> LLLL..- .9 0 w— <br /> ............... W <br /> 3"SNAP-N-LOCK LL. <br /> COMPOSITE PANEL #12 SAE GRADE 5 SHEET METAL CIAL-255S <br /> 12" CREWS AT 10"O.C.EA SIDE,TYP. C30A:27525 <br /> MAX m= <br /> U) onlowns <br /> OVERHANG w 13LA:3o34i <br /> /-2"\ ROOF PANEL GUTTER DETAIL x 111LA0478 <br /> Lu 3' SECTION amD.26152 <br /> EAVE BEAM PER OM:43224 <br /> ffi SCHEDULES,TYP. (3mN:43001 <br /> 0 a (/) OM:49491 <br /> OM16927 <br /> 2000D19621 <br /> ONH:10624 <br /> ROOF PANEL TO-EAVE BEAM OND: <br /> 3 =1'-T SECTION ge MWU S=0 <br /> OOH.66438 <br /> OPP.PMMI <br /> 0 [3.:1928 <br /> < 35021507 <br /> EXISTING WOOD TRUSS OR Y4"o rrw TAPCON MAXI-SET ANCHOR DO,96064 <br /> OVT.. 82 <br /> RAFTER(G=0.55 MIN WOOD). —EXISTING WOOD FASCIA OR WO ITW TAPCON WITH 1"0 MA:81 <br /> PROVIDE(4)-#1-'W.. (G-0.55 MIN.)WOOD, WASHER,1Y."EMBED TO 3KSI D402 W8109 <br /> SCREWS AT EACH RAFTER END <br /> TYP, CONCRETE,2Y,"EDGE DIST.,SPACED U) ODE:CA27821 <br /> WITH 2Y2"THREAD AT 7-O.C.OR K-0 ELCO ULTRACON <br /> PENETRATION, V EDGE WITH 1"0 WASHER,2Y4 EMBED TO" EXISTING 3KSI CONCRETE OR DISTANCE. #12 SAE GRADE 5 SHEET GROUT FILLED BLOCK,2Y2"EDGE HOLLOW BLOCK(ASTM C-90 BLOCK) 11090,CAZM <br /> METAL SCREWS AT 10"D.C. DIST.,SPACED AT 7-D.C.(00 NOT HOST STRUCTURE-,TYP. <br /> EA SIDE,TYP. SPACE ANCHOR CLOSER THAN 4 Y4"TO Aj , <br /> ANY ADJACENT CONCRETE/BLOCK #12 SAE GRADE 5 SHEET <br /> ANCHOR). METAL SCREWS AT 10"D.C. g mg <br /> ...... EA SIDE,TYP. t2 a! <br /> R 3"SNAP-N-LOCK <br /> COMPOSITE PANEL <br /> (2)-*14 WOOD SCREWS WITH 1-0 <br /> WASHER,1%2-MIN.THREAD 1 • 3"SNAP-N-LOCKryry <br /> PENETRATIONTO FASCIA,3/4'EDGE COMPOSITE PANEL <br /> DIST.,1"MIN.SPACING PER PAIR. CONTINUOUS 3.00"X 0.05- <br /> SPACE ANCHOR PAIRS AT I MAX RECEIVING CHANNEL <br /> EXTRUSION,TYP. F CONTINUOUS 3"x 0.05"RECEIVING <br /> D.C.,TYP. CHANNEL EXTRUSION,TYP. <br /> Copywaiff.U.I.I.E <br /> ROOF PANEL TO WOOD ROOF PANEL TO CONC. OR 14-1994 <br /> HOST STRUCTURE 4 BLOCK HOST STRUCTURE <br /> PAGE DESCRIPTION: <br /> 3"-V-O" SECTION 3"=1'-0" SECTION <br /> Al <br />