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30" <br />MMIN <br />MIN, EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />}} <br />pv <br />? <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />a <br />CELL SEE PLAN FOR SIZE AND <br />REQUIREMENTS <br />v_ <br />SPACING REQUIREMENTS <br />SPACING <br />- <br />W <br />m U <br />w <br />- <br />GARAGE DOOR <br />u RECESS <br />Ka <br />Q <br />s. <br />r� FM <br />a <br />g� <br />y Z <br />6" CMU WALL <br />O N <br />8" CMU WALL <br />II ". f 1 CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />Lu W B' <br />o <br />Z <br />; .9 �� IN FOUNDATION WITH 30" LEG EACH <br />"''IIII- n <br />W U <br />i7 <br />+_ <br />0'-0• <br />d_ WAY AT ALL CHANGES IN DIRECTIONS <br />V) d1 <br />TOP OF SLAB <br />TOP OF SLAB <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />"; <br />, MATCH AMOUNT OF CONTINUOUS BARS <br />I o, <br />° <br />° <br />EXT. FOR SLAB <br />SEE SLAB SCHEDULE~ <br />BAR SIZE 48 BAR DIA. <br />4' CHAMFER (1 STORY) <br />- V I S <br />- SEE SLAB SCHEDULE TOP OF GARAGE <br />a <br />"v. CONTINUOUS STEEL MONOLITHIC <br />I I <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />MASONRY <br />UNITS SET <br />`" �;0. AT ELEV: <br />WI ,12" ISOLATION., ° <br />6"CHAMFER (2-STORY) ,8' <br />EXT. FOR SLAB <br />4' CHAMFER (1STORY) <br />Il. <br />0'-0" <br />JOINT (WHERE i • <br />#4 24" <br />W/ 1/2"ISOLATION <br />6" CHAMFER (2-STORY) <br />APPLICABLE) Z <br />SEE SCHEDULE �. <br />JOINT (WHERE <br />APPLICABLE) <br />T`° EESCHEDULE <br />•° i <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />? <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />% <br />AND BAR QUANTITY #7 42" <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />XTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />GA <br />SCALE:3/4"=1'-0- <br />CORNER BARS DETAIL <br />DOOR OPENING <br />GARAGE <br />3 <br />4 <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 49' <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, C O/C BTM, VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" OiC BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />W <br />( <br />2z4 OR 2xe WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2z4 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />S NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB WI <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE <br />112'W' WEDGE ANCHOR W/ 2" <br />BTM. PLATE TO BE PT. <br />W/FLANGE BASE <br />0.. EPDXY. MIN. EMBED <br />I <br />TO BE PT. PROVIDE DEL. TOP WASHER SET IN HIGH STRENGTH <br />PROVIDE DEL. TOP PLATE SECURE ST. PLATE TO <br />-i 8", UNO <br />PLATE <br />EPDXY 5-i/2" EMBED. MIN. 16" OC <br />SLAB V Od MASONRY <br />4 <br />Q O FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX. <br />NAIL 18" O/C STAGGERED. <br />M <br />=� SPECIFICATIONS FOR <br />V7 ¢ I <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />= a6 USE AND <br />ANCHORS W/ tOd x 1 V2" <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />1- PREPARATION OF <br />O <br />COMMON NAILS FILL ALL <br />REQUIRED WHEN NO <br />SLABTAPCW1S <br />SLAB W/(4) 1/4" X 2 1/4" <br />HOLE. <br />W <br />HOLES, DO NOT USE IOd W <br />y UPLIFT IS PRESENT. <br />W <br />x 3" SEE SLAB SCHEDULE <br />x SEE SLAB SCHEDULE <br />Q <br />TOP OF BLAB ° <br />TOP OF SLAB <br />4" CHAMFER (I -STORY) <br />6" CHAMFER (2-STORY) <br />EQ. EQ. EE SCHEDULE <br />EQ. EQ, EE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />BOLLARD <br />5 <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />6cALE:3/4„=1'-0" <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />O INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />6 <br />7 <br />SCALE:34" ,'-0 (NO UPLIFT) <br />SCALE:3/4"=,'0 <br />SCALE31V=V-0" (W/ UPLIFT) <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />z <br />2z4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL WI SYP No 2 STUDS SEE <br />Q o: <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />O <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/1 Od MASONRY NAIL <br />W <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />v a <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />0 (L <br />8"CMU WALL <br />UPLIFT IS PRESENT. <br />� Z <br />TYR) POURED LINTEL CONT. <br />;: ( <br />8" CMU FILLED CELL (TYP.) <br />' TOP OF SLAB+i" <br />SEE SLAB SCHEDULE <br />I. <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS 5" <br />TOP OF SLAB <br />g <br />Z <br />"ISOLATED" COLUMN PAD <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />,6'• O.C. VERTICALLY MAX <br />_ <br />bo <br />POURED MONOLITHICALLY WITH <br />+- - FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />g <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL, PAD <br />BLOCK WALL CONNECTION <br />(NO UPLIFT) <br />10 <br />SCALE: 3/4"=1'4" <br />I <br />1 i SCALE: 3✓4"=V-0" <br />1441 N. RONALD RFAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www,abdeslgngroup.com <br />AA N: 0003325 <br />M <br />a <br />• <br />Y <br />J <br />a <br />aUDDIV & LOP <br />ABBOTT PARK <br />LOT ##4 <br />BLK ##15 <br />PROJECT# <br />04181.000-04151 <br />HODELa <br />4EAB <br />"1672-ARIA" <br />GARAGE EVMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />