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30„ <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Y <br />REINFORCING IN GROUTED <br />m <br />.STEEL STEEL REINFORCING IN GROUTED.CELL SEE PLAN FOR SIZE AND <br />• <br />CL <br />CELL SEE PLAN FOR SIZE AND <br />REQUIREMENTS <br />v <br />SPACING REQUIREMENTSOSPACING <br />rr—&--F <br />w <br />j <br />w's-RECESS <br />GARAGE DOOR <br />z <br />IYEL <br />< <br />I M "°OOIn <br />b z� <br />8"CMU WALL <br />O <br />8"CMU WALL <br />RN <br />° NO OUNDATION WIRNER BARS, MH 3�IEG EAS BA Hww <br />v° <br />VWAY AT ALL CHANGES IN DIRECTIONS•V <br />- TOP OF SLAB <br />TOP OF SLAB <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB <br />EXT. PORCH SAMFER <br />SLAB SCHEDULE <br />BAR SIZE <br />(1STORY) <br />.f-1 <br />EXT. PORCH SLAB <br />VARIES �,IMASONRYSEE <br />SEE SLAB SCHEDULETOP OF GARAGES <br />`- o. I CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />UNITS SET <br />7' AT ELEV: <br />W/1/2" ISOLAT <br />JOINT (WHERE#4 <br />(2-STORY) #3 <br />W/ 112" ISOLATION <br />4" CHAMFER (1STORY)b•AMFER <br />Il6"CHAMFER(2STORY)..APPLICABLE)CHEDULE <br />M42" <br />JOINT WHERE!EE <br />APPLICABLE) <br />Z <br />SCHEDULE5 <br />4 <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />D, BAR SIZE <br />#6 <br />FOR W%D, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO <br />#7 <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:3/4"=1'-0" <br />2 <br />@ GARAGE KALE�314"=1-1" <br />3 CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3l4"=1'-0' <br />SCALE: 3�4'=1'-0" <br />LAP TOP PLATE A MIN. OF 48° � <br />LAP TOP PLATE A MIN. OF 46' —y <br />AND NAIL W/ COMMON <br />AND NAIL COMMON <br />NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS. 4"O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W1 PLAN <br />LAP TO OCCUR OVER STUD OF WALL WI 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 WI SYP No 2 STUDS SEE <br />N0 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLABW/ <br />PLANS FOR SPACING. SINGLE <br />rn NEW REINF. BAR <br />SPACING, SINGLE BTM. PLATE <br />117k9" WEDGE ANCHOR W/2" <br />BTM. PLATE TO BE PT. <br />O� SECURED Wl2-PART <br />TO BE PT. PROVIDE DEL. TOP <br />PLATE WASHER SET IN HIGH STRENGTH <br />PROVIDE DEL. TOP PLATE SECURE BT. PLATE TO <br />2" CAPPED <br />0. I EPDXY. MIN. EMBED <br />EPDXY 5-112" EMBED. MIN. a 16" OC <br />SLAB W/10d MASONRY <br />GALVANIZED PIPE <br />4 8", UNO <br />J< <br />USP SPTH4 OR SPTH6 BTM MAX. <br />NAIL 16" O/C STAGGERED. <br />W/FLANGE BASE <br />0 FOLLOW ALL MANF. <br />AND TOP PLATE ANCHORS W/ <br />ADDITIONAL METAL <br />SPECIFICATIONS FOR <br />10d z 1 1YL' COMMON NAILS <br />CONNECTORS NOT <br />_ USE AND <br />FILL ALL HOLES, DO NOT USE <br />REQUIRED WHEN NO <br />ion <br />PREPARATION OF <br />10d x 3" w <br />w UPLIFT IS PRESENT. <br />HOLE. <br />W K <br />K SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />LU <br />< <br />a <br />SLAB W/(4) 114" X 2114" <br />�- 0'-0" <br />TAPCONS <br />QUO <br />TOP OF SLAB <br />TOP OF SLAB <br />4" CHAMFER (I -STORY) <br />6" CHAMFER(2STORY) <br />- <br />0 s° <br />EQ. EQ. EE SCHEDULE <br />EQ. EQ. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />ADDING BAR TO <br />r_,_'�INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />BOLLARD <br />MONOLITHIC <br />FOUNDATION <br />Q <br />1 scALE:3a"=1'0 <br />(W/ UPLIFT) <br />5 — scALE:3/a"=r-0" <br />6 SCALE:3/4"=r-Ir' <br />SCALE: 3/4"=1'-0 <br />(NO UPLIFT) <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" OIC BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL WI PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />SLAB W/i Od MASONRY NAIL <br />c) 0- <br />E <br />16" OIC STAGGERED. <br />ADDITIONAL METAL <br />U <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />y <br />UPLIFT IS PRESENT. <br />O <br />8" CMU WALL <br />10 <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TVP.) <br />_- <br />TOP OFSLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />IGROUTED <br />- <br />.SEE SLAB SCHEDULE <br />1/2"DIA. USP 7250SD BOLTS 5" <br />TOP OF SLAB'e• <br />Z <br />- <br />r <br />MINIMUM EMBEDMENT INTO <br />"ISOLATED' COLUMN PAD <br />CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />°•� <br />a <br />�� POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />°� <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />3 / FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />INTERIOR FOUNDATION <br />WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />SCALE: 3/4"=1'-0" NO UPLIFT <br />( ) <br />FOOTING AND COL. PAD <br />�� BLOCK WALL CONNECTION <br />0 <br />SCALE: 3/4"=1'-0" <br />1 1 SCALE: 3I4"=1'-0' <br />L44i IN RONALD REAGAN BL11 <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />W <br />ii <br />7 <br />SUDDIV. as LOT: <br />ABBOTT <br />PARK <br />LOT #42 <br />BLK #9 <br />PROJECT# <br />04181.000— 42093 <br />MODELa <br />3EEB <br />"2260—ELSTON" <br />GARAGE SiI/ING: <br />LEFT <br />PAGE: <br />DETAILS <br />60 MPH EXP. Cj <br />Dw� 11/20/19 <br />SCALE: 1/4"=1'-0" <br />SiIEET <br />S1.1A <br />