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MEMBER 4 1-0" <br />SCREW <br />1" <br />RA-1 PURLIN <br />RAKE ANGLE <br />(LONG LEG VERT.) <br />o • <br />• o <br />CLIP WELDED - -- - - ---------- <br />TO RAFTER <br />SEE PLAN 2'-4 <br />MEMBER � 1 rTCLIP O RAFTER WELDED <br />SCREW <br />PURLIN ` <br />RA-1 • p <br />RAKE ANGLE -- _ - - - <br />LONG LEG VERT <br />STIFFENER <br />I -SHAPED (IF READ.) <br />ENDWALL RAFTER <br />SEE ENDWALL FRAMING <br />FLANGE BRACE z FOR BOLT SCHEDULE <br />' (WHERE REQ'D.) J 0, FLANGE BRACE <br />w w (WHERE REQ'D.) I —SHAPED <br />z' BUILT-UP OR w <br />HOT —ROLLED I- ENDWALL COLUMN <br />BEARING RAFTER <br />�l MAIN FRAME <br />V) RAFTER <br />�BEABRILNG FRAME TO FLUSH ENDWALL MAIN FRAME ENDWALL nn ENDWALL RAFTER TO COLUMN <br />ry ARE 1/2"0 x 1" MACHINE BOLTS U.N. "�� ALL BOLTS ARE 1/2"0 x 1" MACHINE BOLTS U.N. no ALL BOLTS AS NOTED <br />ELEVATION <br />2'- 4 <br />LAP LAP <br />(SEE PLAN) <br />ENDWALL COLUMN -- -- - <br />BASE PLATE <br />o`. 0 I• O I O <br />" <br />PLAN <br />_ BASE PLATE FOR ENDWALL COLUMN <br />SEE ANHOR -BOLT &DETAILS <br />FLANGE"." BRACE FLANGE <br />(IF REQ'D.) FLANGE <br />(IF p BRACE <br />�� BY-PASS PURLIN TO RAFTER DETAIL <br />ALL BOLTS ARE 1/2"0 x 1" MACHINE BOLTS U.N. <br />N` BRACE <br />FLANGE N BRACE FLANGE <br />(IF REQ'D.)� N <br />NN <br />N <br />N <br />NN <br />N <br />0 o , <br />GIRT <br />(SEE ELEV.) LAP LAP <br />2'-4 <br />BY-PASS GIRT TO RF COLUMN <br />("112�� ALL BOLTS ARE 1/2"0 x 1" MACHINE BOLTS U.N. <br />ENDWALL GIRT <br />8" SW GIRT CLIP (WELDED) <br />BUILT-UP OR .O O' <br />HOT -ROLLED <br />CLIP (RC4A) CORNER COLUMN WELDED MAIN FRAME COLUMN <br />SHEETING ANGLE <br />CLIP (RC7) <br />CLIP (WELDED) <br />CLIP (RC5)% SIDEWALL GIRT <br />0 0 <br />0 0 0 <br />---------- <br />------- <br />1'-0 5 ENDWALL GIRT <br />1 /2"Ox1 1 /4" <br />MACHINE BOLTS SEE PLAN <br />GIRT TO CORNER COLUMN <br />WITH BOLTED CLIP MAIN FRAME CORNER COLUMN <br />ALL BOLTS ARE 1/2"0x1" MACHINE BOLTS U.N. ALL BOLTS ARE 1/2" DIA. x 1" MACHINE BOLTS <br />WIND BENT OR <br />WIND COLUMN <br />N TI1 <br />(2)-5/8" Ox1 1 /2"— <br />A325 BOLTS RIGID FRAME COLUMN <br />AT 6'-0 C/C <br />(MAX.) <br />WIND BENT OR WIND COLUMN <br />/ �.... 1 TO RIGID FRAME COLUMN CONN. <br />FLAT N <br />HEX <br />Q2 DIAGONAL CABLE, EYEBOLT END <br />YJUN292012 <br />Pig <br />w <br />r <br />SEALING OF THIS DRA DOE OT IMPLI <br />OR CONSTITUTE THAT GS LOB ENGINEER <br />IS THE ENGINEER OF RE E DESIGI <br />PROFESSIONAL FOR THIS J ONLY <br />DESIGN OF THE METAL BU 'fiTEM <br />FURNISHED BY GSC IS INC <br />L DA�Q <br />ANALYSIS, ELECTRICAL. AND t4 <br />SYSTEMS, ANO/OR OTHER PA <br />ANYONE OTHER THAN GSC ARE I� <br />EXCLUDED. NO INSPECTION OR SU dl <br />IMPLIED. <br />DESCRIPTION DATE DRN CHK DES. DESCRIPTION I DEfA1L PAGE 1 <br />'PROVAL/PERMIT 5/MP2 NMH JYW JEP CUSTOMER Sunrise Properties <br />CONFIRMATION 6/29/11 JMD MYG JEP END USER Sunrise Properties <br />ME� END USE Commercial <br />ON IL LOCATION 6520 Fort King Road <br />onw an ocnun er: <br />NMH JYW JEP <br />4 suss——0859 96295 17 <br />(Mc <br />g- <br />525 « <br />.k o <br />i <br />E OF : 4 <br />N 0, <br />FL 33542 I <br />