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PLAN
—NOTE- NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS^ lwxr xrE UDED (4)M4 x 3/4'SMS 5 ANGLE 2 HJ2 A OY D 0 INTO POST 0 0 BRICK PAVERS _ .BONDED TO SIAS/FOOTING 'e. , •• SEE PIAN f e e• SIDE VIEW (4)014 x&4'SMS 7x2'DJ BWCK PAVERS MAY NOT BE IWO POST PRESENT. FOLLOW (1) 310 DIACONCRETE ANCHOR"MMUM SCREWANCHORS CR CONETE EMBEDMENT 121? WNC. EMBED) 1'xr BASEPIATE ANCHORED TO CONC W/ 1/4' CONCRELE SCREW ANCHOR RAN 11/4' EMBEDI DE OF POST x a. m` ' e f Qi FRONT VIEW DJ 1 DOOR JUMB TO CONCRETE W/PAVERS DETAIL SCALE: NTS TOPS BOTTOM pNIB,TYPICALLY 24'O.C. 1I0' xY z Y xaz EA O ANGLE SD62 Auor EA GOW coRNER wI at m s x z• CONCRETE (2) d10 x 11a' SMS THRU SCREW BOSSES BRICK PAVERS. MAYNOTBE O PRESENT. FOLLOW ANCHORMINIMUM e �' CONCRETE EMBEDMENT i w SLAB/FOOTNO e • ¢ �2 SEE PLAN SIDE VIEW „z a r2 r CONCRETEPOS W/1'%2'6 (4)NUX 3K'Ems BACKSIDE PRO POST n' x LE M AS REQUIRED FORVW EMBED CONCRETE SCREW ANCHOR INTO CONCRETE 1'xY BASE PLATE S' MM EACH SIDE OF POST AND 24' O.C. MAx e4 FRONT VIEW CP-1 CORNER POST TO CONCRETE WIPAVERS DETAIL SCALE: NTS WOOD: 810 x Y WOOD SCREWS. 6' FROM GIRT 6 @ 1r O.C. CONC. 1/4'DM.x3'CONCREE SCREW ANCHOR, 6' FROM GIRT 6 ® 24. O.C. (6) VID.11W INTO SCREW BOSS GIRT OP PURLIN C-� 1X2 TO HOST STRUCTURE DETAIL SCALE: NTS ANGMWMK32ALLOY EA SIDE BRICK PAVERS 1 CONCRETE • Iles ' SIAB/FOOTNG C . SEE PLAN e SIDE VIEW JRq- alb x2' HOLLOW SECTION tlOx]' WOODSCREWS,6' FROM GIRT & ®tr O.L. CONC. 1/4' DM x W CONCRETE SCREW ANCHOR 6' FROM GIRT S ®24' O.C. (1)1IDIATHRUBOLTW OC JAM NUT4N UEU OF NYLOCKJA NUT. JAM NUT WRHREAOLLOCK MAY BE USED TIGHTEN TO CONTACT. DO NOT OVERTIGWEN BRIM PAVERS. MAY NOT BE PRESENT. FOLLOW ANCHORMINNIUM CONCRETEEMSEDMENT BRICK PAVERS I' BASEPLATE ANCHORED TO CONC W/ 1 CONCRETE SCREW ANCH1 (MIN. 11W CONC. EMBED) 6'MAx EACH SIDE OF POS a: SEE SETMG E PPIANLAN FRONT VIEW ©2' x 4" OR LARGER UPRIGHT TO CONCRETE WIPAVERS DETAIL /SCALE:NTS (4)010 x 11Q'1 SCREW SE MATH SCANNED BY St. Lucie County C \PURLIN OR GIRT BEAM OR POST DETAIL D up SCALE: NTS 5/