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<br />CONT. L 1 3/Sx 1 S/Sx 1 6go. <br />W / # 10 TEK PER OUTRIGGE <br /> <br />L 1 S/S"x 1 3/S"x 16~o, <br />OUTRIGGER @ 32" OC w/1/S" <br />FILLET WELD OR (2) # 1 0 TEKS <br />PER CONNECTION <br /> <br />42" WHITE ACM FASCIA <br />W/ #12 TEK @24" OC AT TOP AND1 <br />#S TEK @24" OC AT BOTTOM <br />I <br /> <br /> <br />(!) <br />I <br />t'0 <br /> <br />--- PURLlN PER PLAN <br /> <br /> <br />L() <br /> <br />CONT, L 1 3/S"x6 S/S"x20go. <br />w/#10 TEK PER OUTRIGGER <br /> <br /> <br /> <br />CONT. S"xS"x20go. GALV, <br />GUTTER w/#10 TEK AT EACH <br />OUTRIGGER AND (3) #14 <br />TEKS PER DECK PAN <br /> <br />11 " <br />2 <br /> <br />S" <br /> <br />3"0 PVC DOWNSPOUT w/ <br />S"xS"x20go, COVER w/# 14 TEKS <br />@24" OC, <br /> <br />OVERFLOW SCUPPER <br /> <br />INSTAllATION <br /> <br />1. CUT 2 1/2"0 HOLE WITH HOLE SAW <br />2' -0" FROM THE END OF THE CANOPY IN <br />THE BOTTOM OF THE GUTTER, <br /> <br />2, FROM THE BOTTOM OF THE GUTTER <br />INSERT PVC REDUCER FITTING THROUGH THE <br />HOLE INTO THE 90' ELBOW, <br /> <br />3. SEAL WITH CAULK INSIDE GUTTER AROUND <br />PVC OVERFLOW SCUPPER, <br /> <br />(2" <br />o <br /> <br />PVC 90. ELBOW <br /> <br />5" x 8" <br /> <br />~ <br /> <br />GUTTER~ <br /> <br /> <br />2" x1 1/2" PVC <br />REDUCER <br /> <br />SCUPPER SECTION <br />NOT TO SCALE <br /> <br /> <br /> . <br /> . N <br />. N <br />.-K'J P 0- <br />..- 0- <br /> 0 1" <br /> <jl~ <br /> . . ".q- . <br /> N (!) co <br /> I I I I <br /> . " " . <br /> ..- ..- ..- ..- <br /> . <br /> N . <br /> 0 0 N <br /> 1'-2" 3~" 3~" 3~" <br /> 1'-6" 11 " <br /> (8 pes,) 18"x18"x1 " (8 pes,) 20"x 11 "x 1 /2" <br /> 1 0" SQUARE COL, BASE PLATE LAYOUT <br /> JOB # 07-3173 <br /> <br /> <br /> <br /> <br /> <br />. <br />.- <br /> <br />1'_4" <br /> <br />CARRYING BEAM PER PLAN <br /> <br />Cl <br /> <br /> <br /> <br />.-J <br />t---- <br /> <br />I <br />1 <br />I <br />-~I <br /> <br />+ <br /> <br /> <br /> <br /> <br />20go. GALVALUME DECKING @16" <br />OC PRE-FINISHED WHITE <br />EMBOSSED. CLIP EACH DECK RIB <br />USEING (2) CLIPS AT EACH <br />PURLlN, <br /> <br />(!) <br />I <br /> <br />0... <br />w <br />w <br />o <br /> <br />(!) <br />I <br />.q- <br /> <br />o , 0' <br />1--:) <br />"..- 0 ~ Cr: <br />0:::: I <br />0.- f- <br /> <br />L[) <br />I <br />t'0 <br /> <br />I <br />~I <br />0.- <br />0::::1 <br />w <br />0.-1 <br />(f) <br /><I: I <br />z <br />~I <br />---1 <br />81 <br />1 <br /> <br /> <br /> <br />4 , . <br /> <br />N <br /> <br />, ~ <br /> <br />,<:] <br /> <br />LJ, <br /> <br /><:] <br /> <br />~ <br /> <br /><:]. <br /> <br />,~ <br /> <br />~ <br /> <br /> <br /><:]. <br /> <br /> <br /> <br />1 <br /> <br />42" WHITE ACM FASCIA <br />w/ #12 TEK @24" OC AT TOP AND \ <br />#S TEK @24" OC AT BOTTOM <br /> <br />, <br /> <br />L 1 S/S"x1 3/S"x16go. <br />OUTRIGGER @ 32" OC w/1/S" <br />(FILLET WELD OR (2) # 1 0 TEKS <br />PER CON \JECTION <br /> <br /> <br />CAP PL 1 /2"x11 "x20" <br /> <br />(4) 3/4"0 A32S'S <br /> <br /> <br /> <br />--- PURLlN PER PLAN <br /> <br />(!) <br />I <br />t'0 <br /> <br /> <br /> <br />(2) DECK CLIPS AT EACH PURLlN <br /> <br />/ PURLlN PER PLAN <br /> <br /> <br />/ L2 1/2"x2 1 /2" x3/16 BRACE <br />W/ 3/4"0 A-32S BOLT <br />SEE PLAN FOR LOCATION <br /> <br />rw <br /> <br /> <br />CONT. S"xS"x20go, GALV. <br />GUTTER w/#10 TEK AT EACH <br />OUTRIGGER AND # 12 TEK <br />@12" OC AT DECK <br /> <br />INTERNAL DOWN SPOUT <br /> <br />I ~(4) 3/4"0 A-325's <br />I <br />~L 1 3/Sx1 5/Bx16go <br />I LL- x4'-0" LLH <br />II=: - - - - - - -- <br /> <br /> <br /> <br />: l2090 GALVALUME COLLAR <br /> <br />I <br /> <br /> <br /><:] <br /> <br />~ <br /> <br /><:] <br /> <br />~' <br /> <br />FASTEN OUTRIGGER TO DECK <br />w/# 12 TEK PER RIB <br /> <br />~ <br /> <br /><:]' <br /> <br /> <br />S' -0"0 ROUND <br /> <br />SECTION 1 <br />NOT TO SCALE <br /> <br /> <br />1~" 8" <br /> <br />SECTION <br /> <br /> <br />2 <br /> <br />NOT TO SCALE <br /> <br />DRAIN INSTAllATION <br />1, CUT 3 1 /2"0 HOLE WITH HOLE SAW 1 /s" <br />ABOVE BOTTOM OF GUTTER. <br /> <br />2. INSERT 3" PVC PIPE 1" THROUGH HOLE <br />INTO GUTTER, <br /> <br />TOIP OF PAVEMENT BY OTHERS <br /> <br /> <br /> <br />3. CAULK INSIDE AND OUTSIDE OF HOLE <br />AROUND pve PIPE. <br /> <br />~- 2" GROUT BY G,C, <br /> <br />I <br />I <br /> <br />I I <br /> <br />I I <br />I I <br /> <br />I I <br /> <br />I <br />I <br /> <br />I <br /> <br />I I <br /> <br />11:1 I <br />111 <br /> <br />I I I <br /> <br />I I I <br />I I I <br />i : <br />I I I <br /> <br />I I <br /> <br />I I <br />I I <br /> <br /><:] <br /> <br />~ <br /> <br />1 "0X S2"x 6" HOOK ANCHOR <br />- BOLT W/2 LEVELING NUTS <br />AND WASHERS ON EACH <br />(40" EMBED+ 12" THREAD) <br />(TYP, 32) <br /> <br /> <br /> <br />..:-rol <br />1- <br /> <br /> <br />(F1) ALTERNATIVE: <br />5' -0"X5' -0"X4' -0" DEEP <br /> <br /> <br />"--- #S REBAR @12" O.C.E.W, MIN. 3" COVER <br /> <br />ROOF DRAIN ISOMETRIC <br />NOT TO SCALE <br /> <br /> <br />(24) 320W LIGHT FIXTURES, FURNISHED <br />& MECHANICALLY INSTALLED BY <br />UNIVERSAL STRUCTURES, INC. <br /> <br />,-- <br />I <br />L_, <br />[ -) <br />\ <br /> <br />/ <br />-{, <br />I <br />,_-.J <br />'L _ r <br /> <br /> <br />) <br /> <br />S" <br /> <br />S" <br /> <br />1'-4" <br /> <br />TYPICAL LIGHT DETAIL <br />NOT TO SCALE <br /> <br />IMPORTANT <br />U.S,I. RESPONSIBLE FOR <br />WATERPROOFING AT DECK <br />CUTOUT. <br /> <br />JUN 1 22007 <br /> <br />~k ~J~a, PI. <br /> <br />DATE: # REVISION DESCRIPTION BY FL P.E. #50701 <br /> <br />_UNIVERSAL STRUCTURES, INC. <br /> <br />2291 U.S. HWY 92 EAST - PLANT CITY, FL 33563 <br />PH: 813-754-0033 FAX: 813-752-8230 <br /> <br />SECTIONS AND DETAILS <br />FOR A 30' x 10S' CANOPY w/8 COLUMNS <br /> <br />JOB NAME AND LOCATION: <br /> <br />Amerada Hess #09415 <br />Hess Canopy <br />6026 N, Gall Blvd. <br />Zephyrhills, Florida 33542 <br /> <br />DATE: 6/7/07 <br />DRAWN BY: T.J,M. <br />CHECKED BY: MSC <br /> <br />PROJECT NO: 07-3173 <br /> <br />SHT NO, CS-2 <br />