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30, <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />z <br />7 <br />STE L REINFORCING IN GROUTED <br />E <br />CELL SEE PLAN FOR AND <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SIZE <br />SPACING REQUIREMENTS <br />-o'FM <br />S PACING REQUIREMENTS <br />GARAGE DOOR <br />ca W <br />(A <br />�Y <br />RECESS <br />:p <br />F �)7 <br />5 <br />a. <br />8"CMUWALL <br />0 U) <br />8" CMU WALL <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />(n <br />Lu W <br />01 <br />- <br />0'-0* <br />IN FOUNDATION WITH 3WILEG EACH <br />Lu = <br />TOP Oitd%; 0 <br />WAY AT ALL CHANGES IN DIRECTIONS <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />10 <br />\ <br />— I --,P TOP OF SLAB <br />I - . <br />. , I N , � . � .. I . <br />MATCH AMOUNT OF CONTINUOUS BAR$ <br />�,_CURB FOR <br />EXT B <br />SEE SLAB SCHEDULE <br />4.. CHAMFER (1�STORY) <br />EXT. R H SLA <br />E <br />z SEE SLAB SCHEDULE TOP �DVAMYRR�'G_GE <br />1. CHAMFER <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/ 1 TI N <br />joll E <br />'C -STORY) <br />6 HAMFER (2 <br />#4 24" <br />W".�p <br />IS LATIO <br />(I -STORY) <br />T CHAMFER (2-STORY) <br />41 <br />AP BLE) <br />SEE SCHEDULE — <br />#5 3(r <br />JOINT (WHERE <br />APPLICABLE) <br />EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />T"",T" <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY .#6 <br />AND BAR QUANTITY <br />NUMBER OF BARS Co. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 4T <br />r:_�EXTERIOR <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />GA <br />GARAGE SCALE: 314�1'4' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />SCALE: 3/4"=V-0" <br />SCALE: 3/4"=l'-T <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN OF 48" <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ i6d COMMON <br />NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIG14T <br />NAILS, 2-ROWS, 4- OIC BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD W/ PLAN <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />w <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL Wl SYP No 2 STUDS SEE <br />Lu <br />0 a. I <br />No 2 STUDS S E PLANS FOR <br />E SECURE ST. PLATE TO SLAB W/ <br />PLANS FOR SPACING, SINGLE <br />u) NEW REINF. BAR <br />I <br />SPACING. NGLE BTM. PLAT%E 1/2"xg" WEDGE ANCHOR Wl 2" <br />BTM. PLATE TO BE PT. <br />9 SECURED W/ 2- PART <br />TO BE PT. R OVIDE OBL. TOP <br />P WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />2"CAPPED <br />cc EPDXY, MIN. EMBED <br />PLATE <br />EPDXY 5-1/2"EMBED. MIN. @ 16" OC <br />S MASONRY <br />GALVANIZED PIPE <br />UNO <br />M, <br />SIMPSON SPH4 OR SPH6 MAX, <br />NLABIV <br />AIL 6�/10d <br />O/C STAGGERED. <br />ADDITIONAL METAL <br />WIFLANGE @ BASE <br />FOLLOW ALL MANF. <br />STM AND TOP PLATE <br />CONNECTORS NOT <br />SPECIFICATIONS FOR <br />ANCHORS W/ 10d x 1 1/2" <br />REQUIREDWHENNO <br />USE AND <br />COMMON NAILS FILL ALL <br />UPLIFT IS PRESENT. <br />P REPARATION OF <br />HOLE. <br />HOLES, DO NOT USE 10d <br />z x <br />w <br />x a' SEE SLAB SCHEDULE <br />w SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />F6 <br />SLAB W/(4) 1/4" X 2 114" <br />+40 1-', <br />6 <br />OT&P <br />TAPCONS <br />S <br />OF SLAB <br />'.' 4 CHAMFER (1-STORY) <br />6 CHAMFER (2-STORY) <br />oi e. <br />e <br />EQ. EQ EE SCHEDULE <br />EQ. EQ. -SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />t FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />ADDING BAR TO <br />r_,_'�INTERIOR CURB FOUNDAT <br />r._'�INTERIOR CURB FOUNDATION WOOD WALL <br />MONOLITHIC FOUNDATION <br />SCALE: 314"=V-0" <br />LAP TOP PLATE A MIN. OF 46- <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2A OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />SLAB W110d MASONRY NAIL <br />CL <br />L <br />PROVIDE OBL. TOP PLATE <br />le, OIC STAGGERED. <br />w <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />rx fn <br />UPLIFT IS PRESENT. <br />0 <br />8" CMU WALL <br />VARJES <br />2t <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) <br />1.+ <br />TOPOrSIAB <br />"'�7SEE <br />rE SLAB SCHEDULE <br />2X WALL FRAMING <br />IGROUTED <br />I <br />Of-dMOF SLAB <br />rs <br />I <br />SLAB SCHEDULE <br />1/2" CIA. SIMPSON STB2 BOLTS 5" <br />M NIMUM EMBEDMENT INTO <br />"ISOLATED" COLUMN PAD <br />CELL, 4 FROM ENOS AND <br />CENTERED UNDER WALL AND <br />16, D.C. VERTICALLY MAX <br />, <br />POURED MONOLITHICALLY WITH <br />W4 <br />_j <br />FOUNDATION AND SLA13 <br />SEE SCHEDULE <br />SEE SCHEDULE <br />F( WxD, BAR SIZE <br />a FOR WxD BAR SIZE <br />r <br />__�DR <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />SHOWER RECESS FOOTER <br />INT_RIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />SCALE: 1"=I'-W <br />314"=V-0" <br />(NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3/4"=V-9' <br />SCALE: 314"=V-0" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32760 <br />PH: 407-774-6078 <br />FAX:- 407-774-4078 <br />vA".abdeslgngroup com <br />AA #: 0003325 <br />F_ DRAFTING BY: <br />A.S. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134M"628 <br />k,4 F X: 813-886-2802 <br />rBUDDIV. ft X.0m <br />SILVERADO <br />LOT #24 <br />BLK #10 <br />PROJMT# <br />03719,000-241 <br />mopmu <br />2795-B <br />GAP.AGE NWINCI: <br />LEFT <br />PAGM: <br />DETAILS <br />%.150 JRH EXP. B <br />rPRINT 10/30/20 1 <br />DATIC: <br />SCAXJC. 1/4'=I'-O' <br />a *m' 7 <br />Si 1 A <br />