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SPLICE PLATE & <br />BOLT TABLE <br />Mark <br />Qty <br />Top Bot Int Type Dia Length <br />Width Thick <br />Length <br />SP-1 <br />SP-2 <br />4 <br />4 <br />4 2 A325 0.625 2.00 <br />4 2 A325 0.750 2.00 <br />8" 1 /2" <br />8" 1/2 <br />2'-8 13/16" <br />2'-8 13/16 <br />STIFFENER TABLE <br />Mark <br />Stiff <br />Mark <br />Plate Size <br />Width Thick Length <br />Psi <br />cz-�� 14Z <br />RF1-1 <br />RF1-1 <br />RF1-3 <br />RF1-3 <br />St— 1 <br />St— 2 <br />St— 3 <br />St— <br />3.910 0.313 16.81 <br />3.910 0.313 7.820 <br />3.910 0.313 7.820 <br />3.910 0.313 16.8� <br />qp'-5" S20p0 4' <br />-: Saddle Tan <br />PANELS: 26 Ga. <br />�2„ <br />12 <br />BASE PLATE TABLE <br />Col <br />Mark <br />Plate Size <br />Width Thick Length <br />BP— 1 <br />8" 1/2" 1'—1r <br />BP— 2 <br />8" 1 /2" 1'-3" <br />�1 <br />FLANGE BRACES: Both Sides(U.N.) <br />FBxxA(1) <br />A — L2x2x14 <br />Mark <br />weD ue to <br />wen <br />date <br />uutslde Mange <br />W x Thk x Length <br />inside hionge <br />W x Thk x Length <br />Start End <br />Thick <br />Len th <br />RF1-1 <br />12.0 25.0 <br />0.188 <br />180.0 <br />8 <br />x 5/16" <br />x 280.2 <br />8 <br />x 5/16" <br />x <br />180.4 <br />25.0/25.0 <br />0.188 <br />63.5 <br />8 <br />x 5/16" <br />x 26.2 <br />8 <br />x 5/16" <br />x <br />63.5 <br />25.0/25.0 <br />0.250 <br />36.7 <br />RF1-2 <br />25.0/25.0 <br />0.188 <br />203.8 <br />8 <br />x 5/16" <br />x 196.6 <br />8 <br />x 5/16" <br />x <br />196.6 <br />RF1-3 <br />25.0/25.0 <br />0.250 <br />29.3 <br />8 <br />x 5/16 <br />x 36.4 <br />8 <br />x 5/16 <br />x <br />41.9 <br />25.0/25.0 <br />0.188 <br />41.9 <br />8 <br />x 5/16" <br />x 211.4 <br />8 <br />x 5/16" <br />x <br />147.9 <br />PgNe`s 26 25. <br />Ga, peR <br />sodd/ 26', <br />\ e Ton <br />�� <br />27',ln„ S2p00 <br />BP-1 BP-2 <br />12'-1 5 8" 15'-10 1 2" 2'-1 5 8" 10 1 /4" <br />Clearance <br />4'-0" 21'-0" OUT —TO —OUT OF STEEL 5'-0" <br />RIGID FRAME ELEVATION: FRAME LINE 2 3 4 <br />ISSUE DESCRIPTION <br />A APPROVAL/PERt <br />B I CONFIRMATION <br />3 7/16" <br />12 <br />IA. Q "'err <br />N g •.9 . <br />7825 •; <br />!'JUN292012 * <br />_v <br />OREALING OF CONSTITUTE THIS <br />THATAWN <br />GINE6RT <br />TGSCRz- <br />wj <br />OF •� <br />IS THE ENGINEER OF RECORPE <br />PROFESSIONAL FOR THIS PR,�4 <br />DESIGN OF THE METAL BUIL�• <br />A i = <br />Q `_ • ` `` <br />R, <br />IS <br />FURNISHED BY GSC INCLUDED. <br />•• <br />••••••G���,, <br />Gv <br />ANALYSIS, ELECTRICAL, AND MECHA <br />SYSTEMS, AND/OR OTHER PARTS SUP <br />ANYONE OTHER THAN CSC ARE SPECIFICA <br />�� <br />EXCLUDED. NO INSPECTION OR SUPERVISION IS <br />CUSTOMER Sunrise Properties <br />' END USER Sunrise Properties <br />E� END USE Commercial <br />e LOCATION 6520 Fort King Road <br />auw x «aun ar. onw er. <br />NMH JYW JEP <br />FL 33542 <br />