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24GA GALV <br />FLASHING <br />EIFS <br />CORNICE <br />12" <br />36" <br />22GA X 1 <br />HAT CH, <br />1 PEI <br />�tiX.S/4 t'.Fi. <br />SCREW @ 32" <br />O.C. MAX <br />14'-6" <br />CLEARANCE TO HIGH <br />POINT OF PAVING <br />BELOW jCANOPY <br />1 <br />3 SII <br />1/4-140/8" HWH TEKS/1 <br />1 LI\IIVILI LI\ <br />GUTTER <br />1 SECTION <br />CS2 SCALE: NTS <br />\All n\/4 A 1AlI n\/1 A <br />HJV/ 6VLIJ <br />5 BEAM SPLICE CONNECTION <br />CS2 SCALE: N.T.S. <br />EACH PURLIN BEAM. <br />8 DECK CLIP DETAIL <br />CS2 SCALE: NTS <br />'RIMETER GUTTER <br />'2" X 4" CUT-OUT <br />SIDE OF GUTTER <br />SCUPPER COVER <br />A OVERFLOW SCUPPER DETAIL <br />CS2 SCALE: N.T.S <br />PURLIN BEAM <br />DECK <br />FASCIA -� <br />PERIMETER <br />GUTTER <br />3" P.V.C. <br />GUTTER LEADER <br />L-1 20 GA. X 6" WIDE <br />GUTTER LEADER COVER <br />3" INTO 4" P.V.C. —� <br />DEFLECTOR <br />ISLAND <br />SEE OWNER <br />OPTIONS <br />SIDE VIEW <br />20ga x 1 3/4"x1 5/8" <br />(NOTE: SEE 1/CS2 FOR ADD'L INFORMATION) <br />2 SECTION <br />CS2 SCALE: NTS <br />OWNER OPTIONS: <br />( CUSTOMER TO SELECT <br />OPTION BELOW AND INFORM <br />JIMCO OF DIRECTION OF DRAIN <br />DISCHARGE AT LEAST TWO WEEKS <br />PRIOR TO SCHEDULED DELIVERY): <br />1.) DRAIN ONTO ISLAND/PAVING <br />INCLUDES DRAIN DEFLECTOR <br />2.) DRAIN ONTO PAVING THRU <br />SIDE OF ISLAND FORM. <br />3.) DRAIN BELOW GROUND. <br />NOTE: JIMCO SHALL FURNISH AND <br />INSTALL CANOPY DRAINS, EXCEPT <br />AS INDICATED IN NOTE 3 ABOVE. <br />COLUMN <br />TOP OF PAVING OR ISLAND <br />FOOTING <br />6 INTERNAL DRAIN DETAIL <br />CS2 SCALE: NTS <br />X 1 1/2" - 3/8 HWH <br />ZEW PER CONNECTION <br />2" X 2" X 3/16" <br />BRIDGING <br />I vl\Uly <br />B BRIDGING CONNECTION DETAIL <br />CS2 SCALE: N.T.S. <br />PURLIN BEAM <br />DECK <br />FASCIA <br />;X10 SUPPORT <br />AM <br />W12X14 PURLIN <br />BEAM <br />(4) 3/4" A307 <br />(TYP NS BOLTS, 2 EA SIDE <br />& FS) OF PURLIN BEAM <br />CONNECTION DETAIL <br />PERIMETER 1 SEE NOTE B <br />GUTTER <br />RIGID GALV. CONDUIT <br />GALV. SEAL OFF <br />6" X 8" HAND HOLE W/ 1 /8" <br />X 7" X 9" COVER PLATE W/ <br />(4) 12-24 X 1 1 /2" - 3/8" <br />HWH TEKS/5 SCREWS <br />HSS1OX1OX <br />C01 <br />1 1 /4"X22" <br />SQR. PLATE <br />HSS10X10X1/ <br />COLU <br />.1 .;', <br />W12X14 <br />HEADER <br />BEAM <br />TYP <br />T&B 3/16 <br />3/16 7 <br />HSS10X10X1/4" <br />COLUMN <br />1/4" STIFFENER <br />PLATES <br />(TYP NS & FS) <br />3/16 V 7 <br />1/4 <br />3/4" X 12" <br />X 19" <br />COLUMN TOP <br />PLATE <br />W/(4) 3/4" <br />A307 <br />BOLTS, 2 EA <br />SIDE <br />OF HEADER BEAM <br />3 BEAM TO COLUMN CONNECTION <br />CS2 SCALE: NTS <br />NOTES: <br />A. <br />CONDUIT WITH PLAIN THREADED END <br />FURNISHED AND INSTALLED BY JIMCO. <br />ELECTRICAL WIRING AND HOOK-UP BY <br />GENERAL CONTRACTOR. <br />B. <br />COUPLING AND CONDUIT TO CANOPY <br />SEE NOTE A <br />LIGHTS FURNISHED AND INSTALLED BY <br />GENERAL CONTRACTOR. <br />C. <br />COUPLING AND CONDUIT TO POWER <br />COLUMN <br />SUPPLY FURNISHED AND INSTALLED BY <br />GENERAL CONTRACTOR. <br />D. <br />CUSTOMER TO INFORM JIMCO WHICH <br />COLUMNS ARE TO RECIEVE CONDUITS <br />AND WHICH DIRECTION CONDUITS <br />ENTER COLUMNS Q BASE AT LEAST <br />TWO WEEKS PRIOR TO SCHEDULED <br />DELIVERY. <br />4'-0" f6" <br />TOP OF PAVING <br />�- FOOTING <br />SEE NOTE C SEE NOTE A _ <br />TYPICAL <br />SCALE: NTS <br />22" <br />(TYP) <br />BASE PLATE DETAIL <br />CS2 SCALE: NTS <br />NOTE: <br />CUSTOMER REQUEST: <br />(4) 1 " CONDUIT <br />W/SEAL-OFF <br />UIT DETAIL <br />COLUMN WITH BASEPLATE <br />FURNISHED AND INSTALLED <br />BY JIMCO <br />PAVING BY <br />GENERAL CONTRACTOR <br />3'-0" <br />9"f <br />25 3/4" <br />MIN. EMBED <br />3'-0" <br />SELECT FILL MAY BE <br />REQUIRED FOR PAD <br />FOOTING SEE GEOTECH <br />REPORT FOR DESIGN <br />OF FOOTING BASE. <br />PERIMETER <br />GUTTER <br />W12X14 <br />HEADER <br />BEAM <br />TYP' 3/ 16 7 <br />W12X14 <br />PURLIN <br />BEAM <br />TYP3/16 7 <br />1/4" STIFFENER <br />PLATE NS & FS <br />FASCIA <br />1/4" STIFFENER <br />PLATE <br />(4) 3/4" A307 <br />BOLTS © EACH <br />CONNECTION <br />3/ 16 TYP. <br />3/16 T & B <br />3/16 TYP. <br />3/16 T & B <br />4 BEAM TO BEAM CONNECTION <br />CS2 SCALE: NTS <br />PERIMETER <br />GUTTER <br />3" DRAIN OUTLET <br />3" FLEX COUPLING <br />W/(2) CLAMPS <br />3" PVC TO COLUMN <br />7 LEADER CONNECTION DETAIL <br />CS2 SCALE: N.T.S <br />3'-0" <br />6'-0" (SQR) <br />D FOOTING D ETAI L <br />CS2 SCALE: NTS <br />FRAMEWORK <br />/- DECK <br />LEADER <br />COVER <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"f NON —SHRINK GROUT <br />BY GENERAL CONTRACTOR. GROUT <br />SHALL CONFORM TO ASTM C1107 <br />WITH f'c = 5000 PSI. <br />(4) 1 1 /4" OX36" 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 />(6) #6 HORIZONTAL REBAR <br />TOP AND BOTTOM EACH WAY <br />NOTE: <br />A) FOOTINGS INCLUDING CONCRETE, REBAR, <br />FORMWORK AND ASSOCIATED EARTHWORK SHALL <br />BE FURNISHED AND INSTALLED BY GENERAL <br />CONTRACTOR EXCEPT ANCHOR BOLTS SHALL BE <br />FURNISHED BY JIMCO AND INSTALLED BY <br />GENERAL CONTRACTOR. <br />B) SEE FOUNDATION, CONCRETE AND ANCHOR <br />BOLT NOTES ON DWG CS1. <br />C) FOOTING SHALL BE CAST AGAINST AND BEAR <br />IN UNDISTURBED SOIL OR PROPERLY COMPACTED <br />FI LL. <br />N <br />3 <br />r� <br />� o <br />w <br />� <br />0 <br />a <br />co <br />c� <br />Z <br />O <br />J to <br />Q J <br />n <br />U <br />Lim U 0 <br />Cn <br />LLJ <br />ry o <br />H Z <br />to Q <br />Z <br />z <br />m O <br />Q <br />O <br />z <br />w <br />m <br />v cn <br />� Q J <br />LL- <br />O <br />�m _ <br />QJ <br />U <br />J <br />E <br />O <br />z< <br />> U cr� <br />m <br />JO= <br />O <br />W dt <br />co W <br />r- N <br />6 <br />W_ 4/11/2016 <br />w <br />Z DocuSigned by: <br />P's<: <br />7947A4CBD4F14FA... <br />m <br />o' <br />W <br />Q <br />L;_i <br />Q <br />� <br />o <br />W <br />a_ <br />U <br />I <br />U <br />Z <br />z <br />O <br />z <br />W <br />> <br />w <br />w <br />0' <br />J <br />W <br />I <br />r <br />z <br />0 <br />m <br />w <br />� <br />m <br />� <br />m <br />O <br />V) <br />cvn <br />W <br />0 <br />D <br />U <br />6 <br />Z <br />W <br />m J <br />m <br />m <br />N <br />o <br />Q <br />W I <br />o <br />w <br />JOB NO. <br />16-1845RO <br />DWG. NO. <br />CS2 <br />OF 2 SHEETS <br />