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4-14XJ" }-14xi" 4-14XJ" <br />HWH TEN HWH TEN HWH TEN <br />SCREWO 32 SCREW SCREW ® 32" <br />O.C. MAX (TYP., U.N.O.) O.C. MAX <br />1j"xii" 20ga CEE <br />FRAME ® 48" <br />O.C. MAX. <br />ACM FASCIA ACM FASCIA <br />36" <br />36" <br />1".1j"xi" 209. 1"x1j"xi" 20ga <br />ZEE CHANNEL ZEE CHANNEL <br />1 PER ACM 1 PER ACM <br />PANEL PANEL <br />5" <br />12-14x4" <br />HWH TEKS/3 3'X16"X209. <br />#8Xi" P.H. SCREWS (TYP. PAN DECK #BXJ" P.H. <br />SCREWO 32" 8" �I". FRAME TO DECK) SCREW ® 32" B. <br />0. C. MAX 20ga O.C. MAX <br />PERIMETER <br />GUTTER <br />SIDE FASCIA DETAIL <br />1 SCALE: 1"-1'-O" <br />}-14xj" <br />HWH TEN <br />SCREW <br />(TYP., U.N.O.) <br />MAM.- <br />CEE FRAME ® 48" <br />O.C. MAX. <br />12-14xi" <br />HWH TEKS/3 <br />SCREWS (TY <br />P. <br />FRAME TO DECK) <br />5" <br />31x16"x20p <br />PAN DECK <br />20g. <br />PERIMETER <br />GUTTER <br />END FASCIA DETAIL <br />SCALE: 1"=1'-0" <br />LENGTH OF WELD <br />} BEAM HEIGHT +1" 3/16 <br />(4) J"O A307 BOLTS - <br />STD HOLE GAGES <br />FLANGE WIDTH HOLE GAGE <br />C <br />GL <br />4" <br />2T <br />5"- <br />2F <br />C <br />Z2 <br />6" - <br />3}" <br />w <br />0 <br />z_ <br /><Z <br />¢ <br />N ¢ <br />a z <br />O <br />U <br />< w <br />PURLIN BEAM HEADER BEAM <br />r¢ <br />�3¢ <br />TYP <br />19 I I <br />STEEL <br />COLUMN <br />SECTION C -C SECTION D -D <br />COLUMN/BEAM CONNECTION DETAIL <br />J SCALE: 1"=1'-0" <br />HEADER <br />BEAM <br />}" STIFFENER / JC <br />PLATES BOTH !� <br />SIDES <br />J" X 12" X 19" <br />CAP PLATE <br />STD HOLE GAGES <br />F c <br />U <br />a.�- P•. <br />C <br />Z2 <br />FLANGE WIDTH <br />HOLE GAGE <br />w <br />0 <br />z_ <br /><Z <br />¢ <br />N ¢ <br />a z <br />O <br />U <br />< w <br />PURLIN BEAM HEADER BEAM <br />r¢ <br />�3¢ <br />z <br />O <br />azo <br />Q�z <br />4" <br />O <br />w_0 <br />0] <br />� <br />DECK <br />QROFESSl0,yq <br />_ - C 9140c <br />��9Jf TL0 <br />OF Al\FOQ�Q <br />w <br />3 <br />N <br />V <br />I <br />Z <br />w <br />w <br />I <br />p <br />N <br />w <br />1/4" STIFFENER PLATE <br />� <br />0 <br />0 <br />w <br />a <br />� <br />0 <br />0 <br />w <br />a <br />PURLIN BEAM <br />HEADER BEAM <br />6" - <br />8. <br />(N.S. & F.S.) <br />FASCIA <br />U <br />Z <br />¢ <br />Z <br />m p <br />N <br />p <br />DECK <br />W <br />5 <br />W <br />3 m <br />a <br />NOTES: <br />cj <br />I o <br />JOB NO. <br />20-173OR01 <br />DWG. NO. <br />CS2 <br />OF 2 SHEETS <br />OWNER OPTIONS: <br />A. CONDUIT WITH PLAIN THREADED END <br />HEADER <br />PERIMETER <br />(CUSTOMER TO INFORM <br />FASCIA <br />FURNISHED AND INSTALLED BY JIMCO. <br />BEAM <br />OUR <br />JIMOO OF DIRECTION OF DRAIN <br />ELECTRICAL WIRING AND HOOK-UP BY <br />nP, 3/16 <br />DISCHARGE AT LEAST TWO WEEKS <br />c <br />GENERAL CONTRACTOR. <br />T&B 3/16 <br />PRIOR TO SCHEDULED DELIVERY): <br />B. COUPLING AND CONDUIT TO CANOPY <br />3" P.V.C. <br />PERIMETER SEE NOTE B <br />SEE NOTE AW. <br />LIGHTS FURNISHED AND INSTALLED BY <br />} Bh+1 <br />GUTTER LEADER <br />GUTTER <br />GENERAL CONTRACTOR. <br />(4) J" A307 BOLTS <br />3/16 <br />1.) DRAIN BELOW GROUND. <br />COLUMN <br />C. COUPLING AND CONDUIT TO POWER <br />® EACH CONNECTION <br />U 20 GA. X 7" WIDE <br />RIGID GALV. CONDUIT <br />SUPPLY FURNISHED AND INSTALLED BY <br />GUTTER LEADER COVER <br />NOTE: JIMCO SHALL FURNISH AND <br />GENERAL CONTRACTOR. <br />D. CUSTOMER TO INFORM JIMCO WHICH <br />3" INTO 4" P.V.C. <br />INSTALL CANOPY DRAINS, EXCEPT <br />GALV. SEAL OFF <br />COLUMNS ARE TO RECIEVE CONDUITS <br />AS INDICATED IN NOTE 1 ABOVE. <br />AND WHICH DIRECTION CONDUITS <br />6"X8" HAND HOLE <br />ENTER COLUMNS 0 BASE AT LEAST <br />PANEL CLIP i6" O.C. <br />W/b"W/(4) COVER PLATE <br />TWO WEEKS PRIOR TO SCHEDULED <br />PURLIN <br />STAGGERED EACH SIDE <br />COLUMN <br />W/(4) 1S X1}" -J" <br />DELIVERY. <br />BEAM <br />OF PURLIN BEAM <br />TOP OF PAVING OR ISLAND <br />HWH TENS 5 SCREWS <br />5 <br />4'-0" f6" <br />.I <br />TOP OF PAVING <br />3"x16"x209. <br />PAN DECK * Bh = BEAM HEIGHT <br />BEAM CONNECTION DETAIL <br />J SCALE: 1"-1'-0" <br />*PERIMETER GUTTER <br />2" X 4" CUT-OUT <br />SIDE OF GUTTER <br />SCUPPER COVER <br />OVERFLOW SCUPPER DETAIL <br />V SCALE: 1"=1'-0" <br />NOTICE: THIS DOCUMENT IS THE PROPERTY OF JIMCO SALES & MFG. NEITHER THIS <br />DOCUMENT NO ANY DATA OR INFORMATION HEREIN SHALL BE COPIED OR <br />REPRODUCED IN ANY MANNER, LOANED OR OTHERWISE DISPOSED OF, OR USED <br />FORANY PURPOSE WHATSOEVER, WITHOUT THE PRIOR WRITTEN PERMISSION <br />OF JIMOO SALES At MFG. IF THIS DOCUMENT IS LOANED BY OR WITH THE <br />AUTHORITY OF JIMCO SALES & MFG, THE BORROWER, INCONSIDERATION OF SUCH <br />LOAN, AREES TO THE FOREGOING CONDITIONS AND TO RETURNTHIS DOCUMENT ON <br />REQUEST OR UPON COMPLETION OF THE SPECIFICALLY AUTHORIZED WORK FOR <br />WHICH IT WAS USED. <br />SEE OWI <br />OPTIONS <br />SIDE VIEW <br />COLUMN DRAIN DETAIL <br />6 SCALE: 3"=1'-0" <br />#12-24 X 1�"- xg HWH <br />SCREWS PER <br />"X2"X" <br />IDGING <br />PURLIN BRIDGING DETAIL <br />'7 SCALE: 1"=1'-0" <br />NOTE. <br />CUSTOMER REQUEST: <br />FOOTING (4) 1" CONDUIT <br />W/SEAL-OFF <br />SEE NOTE C SEE NOTE A <br />INTERNAL CONDUIT DETAIL <br />VH SCALE: 3"=1'-0" <br />22" <br />(nP) <br />(TYP) HOLE <br />0 <br />� BASE PLATE DETAIL <br />10 <br />SCALE: 1"=1'-0" <br />NOTE: <br />A) FOOTINGS INCLUDING CONCRETE, REBAR, FORMWORK AND <br />ASSOCIATED EARTHWORK SHALL BE FURNISHED AND INSTALLED BY <br />GENERAL CONTRACTOR EXCEPT ANCHOR BOLTS SHALL BE <br />FURNISHED BY JIMC0 AND INSTALLED BY GENERAL CONTRACTOR. <br />B) SEE FOUNDATION, CONCRETE NOTES ON DWG CS1. <br />COLUMN WITH BASEPLATE 3'-0" <br />FURNISHED AND INSTALLED <br />ABY JIMCO <br />SLAB ON GRADE BY -_F F <br />GENERAL CONTRACTOR I I <br />\ � TOP OFTOP OF PAVIN� <br />3'-0" Y <br />J <br />9" <br />26" <br />2'-6" MIN. EMBED <br />TOP OF NUT <br />HEADER <br />BEAM <br />(4)A307 BOLTS <br />PURLIN ® EACH CONNECTION <br />BEAM <br />q" GAP <br />BEAM SPLICE DETAIL <br />4 SCALE: <br />FRAMEWORK <br />FASCIA ­�_�jo <br />PERIMETER DECK <br />GUTTER <br />PERIMETER <br />GUTTER <br />F <br />3" DRAIN OUTLET LEADER <br />3" FLEX COUPLING COVER <br />W/(2) CLAMPS <br />3" PVC TO COLUMN <br />ry LEADER CONNECTION DETAIL <br />r SCALE: 1"=1'-0" <br />FIELD NOTE: <br />LEAVE A 36" MIN. BLOCKOUT/CLEARANCE <br />® FOOTING FOR COLUMN ERECTION <br />GENERAL CONTRACTOR TO PROVIDE <br />3" MINIMUM CONCRETE COVER AROUND <br />AND / OR OVER BURIED COLUMN, <br />BASEPLATE AND ANCHOR BOLTS TO <br />PROTECT THEM FROM CORROSION. <br />4"t NON -SHRINK GROUT <br />BY GENERAL CONTRACTOR. GROUT <br />SHALL CONFORM TO ASTM C1107 <br />WITH f'a = 5000 PSI. <br />(4) 1"0X36" LG. ANCHOR BOLTS (F1554-55) <br />W/9" THREAD, LEVELING RING WASHERS & DBL. <br />NUTS ® TOP AND 4" THREAD, W/SINGLE NUT <br />BOTTOM, SEE NOTE A. <br />(7) #5 HORIZONTAL REBAR <br />TOP AND BOTTOM EACH WAY <br />SELECT FILL MAY BE <br />REQUIRED FOR PAD <br />FOOTING SEE GEOTECH <br />REPORT FOR DESIGN <br />OF FOOTING BASE. <br />FOOTING DETAIL <br />1 1 SCALE: 1/2"=1'-0" <br />N <br />z <br />F c <br />U <br />a.�- P•. <br />C <br />Z2 <br />Z <br />� <br />U <br />J J <br />U � <br />� o <br />w <br />0 <br />z_ <br /><Z <br />¢ <br />N ¢ <br />a z <br />O <br />U <br />< w <br />r¢ <br />�3¢ <br />z <br />O <br />azo <br />Q�z <br />O <br />w_0 <br />0] <br />� <br />�zO <br />w � <br />INS <br />nm <br />QROFESSl0,yq <br />_ - C 9140c <br />��9Jf TL0 <br />OF Al\FOQ�Q <br />w <br />3 <br />N <br />V <br />I <br />Z <br />w <br />w <br />I <br />p <br />N <br />w <br />m <br />w <br />� <br />O <br />N <br />� <br />0 <br />0 <br />w <br />a <br />� <br />0 <br />0 <br />w <br />a <br />[If <br />0 <br />O <br />U <br />O <br />U <br />Z <br />¢ <br />Z <br />m p <br />N <br />p <br />W <br />5 <br />W <br />3 m <br />a <br />N <br />w p <br />cj <br />I o <br />JOB NO. <br />20-173OR01 <br />DWG. NO. <br />CS2 <br />OF 2 SHEETS <br />