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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />}} <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />Q p: <br />CELL SEE PLAN FOR SIZE AND <br />0}}- <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />KC <br /><W <br />_ <br />1 <br />W <br />M U <br />W <br />I _� °q <br />Ir <br />R <br />U <br />< <br />FM <br />1 <br />0_ N - Z <br />6' CMU WALL <br />O <br />8" CMU WALL <br />I , . CORNER BARS, SAME SIZE AS LARGER BAR <br />O <br />'� <br />ro <br />�- <br />IN FOUNDATION WITH 31Y LEG EACH <br />M <br />p-p• <br />o WAY AT ALL CHANGES IN DIRECTIONS <br />TOP OF SLAB <br />LAB <br />�+ TOP OF SLAB <br />°I SO THAT THE STEEL REINF. IS CONTINUOUS <br />( <br />MATCH AMOUNT OF CONTINUOUS BARS <br />EXT. PORCH SLAB <br />°' <br />SEE SLAB SCHEDULE <br />4" CHAMFER (1STORY) <br />PORCH SLAB <br />IA TOP OF GARAGE <br />SEE SLAB SCHEDULE <br />e) ° <br />�I CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />W/tY1" ISOLATION <br />(WHERE •-� <br />• <br />6' CHAMFER (2STORY)EXT. <br />W712' ISOLATION <br />I4"CHAMFER (1STORY) <br />t <br />6' CHAMFER (2STORY)APPLICABLE) <br />°JOINT <br />Z <br />SEE SCHEDULE <br />7#741- <br />JOINT (WHERE <br />a'' <br />• —'• EE SCHEDULE <br />FOR WxD, BAR SIZE <br />APPLICABLE) <br />Z_4WHEN <br />FOR WxD, BAR SIZE <br />TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />N <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />,EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />@GARAGE S°ALE.3"-'� <br />CORNER BARS DETAIL <br />(�) <br />SCALE: 3/4"=1'-0" <br />GARAGE DOOR <br />LAP TOP PLATE A MIN. OF 46' <br />AND NAIL W/ 16d COMMON <br />W RECESS <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />g j <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />U) W B* <br />W = <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />N <br />W <br />WALLW/SYP <br />W <br />U a I <br />No 2 STUDS SEE PLANS FOR <br />SPACING. SINGLE BTM. PLATE SECURE ST. PLATE TO SLAB W/ <br />CURB FOR <br />Z. CAPPED <br />j N NEW REINF. BAR <br />IL SECURED W/ 2- PART <br />p- g EPDXY. MIN. EMBED <br />VZN91' WEDGE ANCHOR W/7' <br />TO PLATE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />EPDXY 5-12"EMBED. MIN. 16'OC <br />MASONRY <br />7 UNITS SET <br />-p+ AT ELEV : <br />GALVANIZED PIPE <br />Q 8, LINO <br />SIMPSON SPH4 OR SPH6 MAX. <br />W/FLANGE a BASE <br />< O FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />� 0_ SPECIFICATIONS FOR <br />ANCHORS W/ 10d x 1 12•' <br />o <br />= I USE AND <br />COMMON NAILS FILL ALL <br />l'- 4„ PREPARATION OF <br />HOLES, DO NOT USE 10d W <br />HOLE. <br />x W CE SLAB SCHEDULE <br />SECURE FLANGE TO <br />LU <br />J <br />> <br />RECESS AROUND GARAGE <br />SLAB W/(4)1/4"X21/4" <br />g o-1-' <br />[SEE <br />+_p•-0•• <br />TAPCONS <br />TOP OF SLAB <br />'4z <br />4" CHAMFER (1-STORY) <br />- <br />6'CHAMFER (2STORY) <br />s <br />EQ. EQ. SEE SCHEDULE <br />LAP TOP PLATE A MIN. OF 49' <br />FOR WxD, BAR SIZE <br />AND NAIL W/ 16d COMMON VERIFY HEIGHT <br />AND BAR QUANTITY <br />NAILS, 2-ROWS, 4" O/C BTM. OF WALL PLAN <br />LAP TO OCCUR OVER STUD <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />BOLLARD <br />%g� <br />MONOLITHIC <br />FOUNDATION <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />SCALE 34=1� (W/ UPLIFT) <br />5 <br />PLANS OR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />SLAB W/10d MASONRY <br />NAIL 16' O/C STAGGERED, <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />y UPLIFT'SPRESENT. <br />LAP TOP PLATE A MIN. OF 46' <br />W <br />AND NAIL W/ 16d COMMON <br />SLAB SCHEDULE <br />NAILS, 2-ROWS, 4' O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />Q <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />+- 0'-0" <br />SPACING REQUIREMENTS <br />[SEE <br />TOP OF SLAB <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />-� <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W110d MASONRY NAIL <br />0 0- <br />- <br />a <br />PROVIDE DBL. TOP PLATE <br />16' O/C STAGGERED. <br />< W <br />4 <br />• J <br />ADDITIONAL METAL <br />m U <br />CONNECTORS NOT <br />$ _+ <br />a. <br />EQ. EQ. EE SCHEDULE <br />REQUIRED WHEN NO <br />0: <br />FOR WxD, BAR SIZE <br />UPLIFT IS PRESENT. <br />O <br />8" CMU WALL <br />POURED LINTEL CONT. (TYP.) <br />AND BAR QUANTITY <br />8"CMU FILLED CELL(NPJ <br />��'•': <br />INTERIOR CURB FOUNDATION WOOD WALL <br />- - TOP OF SLAB <br />SEE SLAB SCHEDULE <br />_ <br />. 7 <br />eSEE <br />2X WALL FRAMING <br />SCALE: 3/4"=1'-0" (NO UPLIFT) <br />+- <br />SLAB SCHEDULE <br />12"DIA. SIMPSON ST82 BOLTS 5" <br />1-40 <br />TOPOF SLAB <br />ZMINIMUM <br />ZLF <br />EMBEDMENT INTO <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL,4"FROM ENDS AND <br />•POURED <br />CENTERED UNDER WALL AND <br />MONOLITHICALLY WITH <br />16'O.C. VERTICALLY MAX <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />EDULE <br />FOR WxDBAR SIZE <br />/BAR SIZE <br />AND BAR QUANTITY <br />y AND BAR QUANTITY <br />/L <br />8' VARIES B' <br />INTERIOR FOUNDATION <br />WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />9 SCALE: y4•.=1,_a. <br />(NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3/4"=1'-0 <br />v C <br />11 SCALE: 3/4"=1' 0' <br />E <br />SHOWER RECESS FOOTER <br />Ic <br />SCALE:1"=1'-D„ <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-774-4078 <br />www.abdesigngroup.mm <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813.886-2628 <br />FAX: 8134,W2802 <br />BUSDIV. de LOOT: <br />SILVERADO <br />LOT #4 <br />BLK 15 <br />PROJECT* <br />7 — 4 61 <br />MODEL <br />2795—CAMDEN <br />GARAGE 8TIIMG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH M. B <br />