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iols <br /> FABRICIAT4D <br /> c�z <br /> a� <br /> ao <br /> r-i eu <br /> '-0" 16'-10 1/2" H <br /> 33 <br /> 16'-10 112" <br /> d+ <br /> 3"X16" 20ga <br /> BEAM SPLICE <br /> BEAM CONNECTION PAN DECK/CLIPS 59 --4' el <br /> o <br /> SEE DETAIL 4/GS2 DETAIL 5/CS2 SEE DETAIL 5/CS2 <br /> TYPICAL (6 PLACES) r <br /> FASCIA FRAMING <br /> v@ 48" O.C. MAX. • <br /> ALL SIDES. <br /> W14X22 PURLINS W14X43 HEADERS ' <br /> d <br /> W14X22 W14X22 4'-0' <br /> 11'_8" <br /> 10'-3 ' <br /> 36" .� <br /> c+� <br /> W14X22 W14X22 <br /> 20gaX3"X16" <br /> PAN DECK Z __j <br /> 2/CS2 10 3„ o nr� Z <br /> a_ <br /> F— <br /> T U <br /> U <br /> Z W14X22 z W14X22 z cn � z <br /> Lij X � I Xrx Xry 10'--3" Q C? n w <br /> 59'-4" 36'-0" �_ m m v Z O ~O <br /> a I W14X22 ¢ W14X22 I Q U z <br /> U m <br /> 0 <br /> 2/CS2 N 10'-3" HSS 12X12X1/4" <br /> cf) COLUMN TYPICAL SLAB ON GRADE, <br /> W14X22 <br /> W14X22 DESIGNED BY OTHERS <br /> L <br /> I F__4I 10'-4" <br /> W14X22 I � W14X22 I 3'-0" 1 1/CS2 z � < Q <br /> 4,-0„ CONCRETE FOOTING O co U <br /> (INSTALLED BY G.C.) �zp z <br /> U V) d <br /> 2'-6" O w =ay <br /> cNi� —� w U <br /> DRAIN LATERAL TO COLUMN OVERFLOW SCUPPERS <br /> BRIDGING LOCATED LEADER CONNECTION /HSS12Xl2Xl/4" mWITH DOWNSPOUT COVER @ g'-3" 0 C MAX TYPICAL 8 PLACES 7'-6" SOR ---�' <br /> (TYP) SEE DETAIL 6/CS2 SEE DETAIL 7/CS2 COLUMN TYPICAL SEE DETAIL 8/CS2 O <br /> 6A/CS2 SEE DETAIL 9/CS2 <br /> SECTION/ELEl/ATI �QN <br /> FRAMING PLAN <br /> SCALE: 1/4"=l '-O" <br /> SCALE: 3/32"=l'-O" <br /> pE J <br /> NOTE: C66927 <br /> A) FOOTINGS INCLUDING CONCRETE, REBAR, FORMWORK AND Digits signed <br /> by Ph ire t <br /> 2" 33'-0" 33'-w0" 16'-10 1/2" ASSOCIATED EARTHWORK SHALL BE FURN{SHED AND INSTALLED BY Lalon <br /> 16'-10 1/2" GENERAL CONTRACTOR EXCEPT ANCHOR BOLTS SHALL BE Date: 19.12.19 <br /> FURNISHED BY JIMCO AND INSTALLED BY GENERAL CONTRACTOR. 11:36 -06'00' <br /> B) SEE FOUNDATION, CONCRETE NOTES ON DWG CSI. 12/19/19 <br /> SHALLOW SPREAD HSS12X12X1/4" <br /> FOOTING {TYP} COLUMN TYPICAL <br /> FIELD NOTE: <br /> LEAVE A 36" MIN. BLOCKOUT/CLEARANCE m <br /> m <br /> ® FOOTING FOR COLUMN ERECTION co <br /> w <br /> GENERAL CONTRACTOR TO PROVIDE q <br /> COLUMN WITH BASEPLATE 3" MINIMUM CONCRETE COVER AROUND <br /> 11 '-8" FURNISHED AND INSTALLED 3 -0 AND / OR OVER BURIED COLUMN, <br /> BY JIMCO BASEPLATE AND ANCHOR BOLTS TO Li <br /> �I PROTECT THEM FROM CORROSION. wff <br /> 4"t NON-SHRINK GROUT v <br /> BY GENERAL CONTRACTOR. GROUT <br /> I _J PAVING BY SHALL CONFORM TO ASTM C1107 I <br /> GENERAL CONTRACTOR WJH f'c = 5000 PSI. z <br /> z o <br /> m <br /> TOP OF PAVING w W <br /> Ld <br /> 599-4-p' 36P-Opj <br /> I rl I r <br /> I <br /> 3'-Q„ i <br /> (4) 1 1/4"OX36 LG. ANCHOR BOLTS <br /> (F1554-55) W/9" THREAD, LEVELING o <br /> g"f RING WASHERS & DBL. NUTS 0 TOPLd <br /> m � <br /> AND 4" THREAD, W/SINGLE NUT <br /> BOTTOM, SEE NOTE A. Q w <br /> F25 <br /> 3/4" O # p <br /> MIN. EMBED S 5 HORIZONTAL REBAR � <br /> 11 2'-6" TOP AND BOTTOM EACH WAY U <br /> -- TOP OF NUT1 .7. U <br /> 1"III <br /> » 111=111= <br /> 11=1 I H I f=III= !II 1=1 I I-III-I <br /> ;I 11,;,111„,I l Ir��� I liiil l l ,l l liiifTiiEl� <br /> r� m o <br /> SELECT FILL MAY BE REQUIRED Ld m o <br /> FOR PAD FOOTING SEE Y <br /> GEOTECH REPORT FOR DESIGN a <br /> PLAN 7 -6” (SQR) OF FOOTING BASE. <br /> FOUNDATION <br /> SCALE: 3/32"=1'-0" <br /> FOOTING DETAILn JoB , D <br /> NOTICE: THIS DOCUMENT 3S THE PROPERTY OF JIMCO SALES & MFG. NEITHER THIS SCALE: 1/2"=l ' 0" 1 �? -4080RO <br /> DOCUMENT NOR ANY DATA OR INFORMATION HEREIN SHALL BE COPIED OR <br /> DWG. <br /> REPRODUCED IN ANY MANNER, LOANED OR OTHERWISE DISPOSED OF, OR USED <br /> FOR ANY PURPOSE WHATSOEVER, WITHOUT THE PRIOR WRITTEN PERMISSION cst <br /> OF JIMCO SALES & 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 RETURN THIS DOCUMENT ON OF 2 SHEETS <br /> REQUEST OR UPON COMPLETION OF THE SPECIFICALLY AUTHORIZED WORK FOR <br /> WHICH IT WAS USED. <br />