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3r <br />FAN. EACH VAY <br />MONOL11 <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />rf <br />7 CELL SEE PLAN FOR SIZE AND <br />2 CELL EE PLAN FOR S17E AND <br />2 2. <br />.4— SPACING REQUIREMENTS <br />zs <br />-c <br />SPACING REQUIREMENTS <br />GARAGE DOOR <br />L <br />RECESS <br />% <br />FM <br />6 'CMU WALL <br />ff'CMU WALL <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />IN FOUNDATION WITH 30" LEG EACH <br />0, 94 <br />WAY AT ALL CHANGES DIRECTIONS <br />-0, 4 <br />TOP OF SLAl_._`$­ <br />B <br />IN <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />rill. <br />TOP OF SLAB <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />EE SLAB SCHEDULE <br />EXT. FOR H W'CHAMFER ORY <br />(I-STO <br />L <br />VARIES <br />—SEE SLAB SCHEDULE TOP OF GARAGE <br />EXT_ R CH SLAS V CHAMFER (1-STORY) <br />1_ <br />C.NlNIJOUSSTEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />41* MASONRY <br />UNITS SET <br />AT ELEV. <br />Wl lr2"ISOLATIO 6'CHAMFER (2-ST RY <br />RE N <br />14AEWBARQUANTITY <br />IS, <br />W, ";� OLATION IT' CHAMFER (2-STORY) <br />9 <br />JOINT (WHE .0 0 <br />APPLICABLE) ME SCHEDULE <br />JOINT (WHERE <br />APPLICABLE) SEE SCHEDULE <br />'4 WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />C <br />FOR WXD, 13AR SIZE <br />FOR V*D BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AN D BAR&AN nTy <br />N_ <br />NUMBER OF BARS (le, 2 TO 3. PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />r��EXTERIOR <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />6ARAG���� <br />CORNER BARS DETAIL <br />DOOR OPENING <br />4 <br />SCALE: <br />(1) #5 REBAR VERTICALLY W/ CONC� <br />POURED CELL <br />F, CMU <br />#4 RE BAR 02,V' O.C. @ CENTER OF <br />7' STEEL REINFORCING IN GROUTED <br />2' CELL SEE PLAN FOR SIZE AND <br />SLAB <br />SPACING REQUIREMENTS <br />NEW REINF. BAR <br />SECUREDW/2-PART <br />7'CAPPED <br />EP XY. IN. EMBED <br />GALVANIZED PIPE <br />B.'O <br />LIND <br />FOLLOW ALL MANF. <br />WfFLANGE @ BASE <br />SPECIFICATIONS FOR <br />"CONCr, REIN W' <br />F <br />US AND <br />E <br />0 <br />ON <br />PREPARATION OF <br />8!'CMU WALL <br />L <br />6­MfL POLY ETHYLEN <br />HOLE <br />VAPOR BARRIER ON <br />SECURE FLANGE TO <br />TOPOF <br />WELL -COMPACTED <br />SLAB Wl( 4) 114' X 2 114" <br />CLEAN FILL TERMITE <br />TAPCONS <br />TREATMENT SHALL BE <br />'EE S SCHEDULE <br />BORA-CARE <br />4" CHAMFER (1-STORY) <br />"ISOLATED" COLUMN PAD <br />'SOLAT - <br />E OLUNIN PAD <br />(2) CONT, AM REBAR <br />6- CHAMFER (2-STORY) <br />CENTERED UNDER WALL A <br />CENTERED UNDER WALL AND <br />POURED MONOLITHICALLY WITH <br />-2 TH AL <br />(2) #5 RE13AR ON CHAIRS <br />FOUNDATION AND SLAB <br />D" <br />�EE .EDULE <br />kD, BAR SIZE <br />17MIN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95% <br />COMPACTED SOIL <br />AND BAR QUMTM <br />V RGIN OR ENGINEERED SOIL <br />lk <br />SM HEIGHT LESS THAN T-61 <br />ADDING BAR TO <br />COMBINED EXTERIOR MONO - <br />EXTERIOR MONO DEEP <br />MONOLITHIC FOUNDATION <br />r,__'�FOOTING AND COL. PAD <br />LAP TOP PLATE A MIN. OF 49' <br />AND NAIL W/ 16d COMMON <br />VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 49' <br />_71 <br />NAILS, 2-ROWS, 4�'O/C BTM <br />OF WALL PLAN <br />AND NAIL W/ 16d COMMON <br />LAP TO OCCUR OVER STUD <br />NAILS, 2-ROWS, COIC BTM, VERIFY HEIGHT <br />LAPTOOCCUR OVER STUD OF WALL W/ PLAN <br />2X4 OR 2X6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No2STUDSSEE <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />PLANS FOR SPACING. SINGLE <br />WALL W/ SYP No 2 STUDS SEE <br />BTM, PLATE TO BE PT <br />PLANS FOR SPACING. SINGLE <br />PROVIDE DBL TOP PLATE SECURE BT PLATE TO <br />BTM. PLATE TO BE PT� SECURE BT. PLATE TO <br />SLAB W/10d MASONRY <br />PROVIDE DBL TOP PLATE SLAB W/10d MASONRY NAIL <br />NAIL 1701C STAGGERED. <br />12'0/C STAGGERED. <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />REQUIREDWHENNO <br />UPLIFT IS PRESENT <br />UPLIFT IS PRESENT. <br />POURED UNTEL CONT. (TYP,) <br />SLAB SC EDULE <br />8" CMU FILLED CELL (TYR) <br />fSEE <br />Dl <br />��P <br />SLAB SCHEDULE <br />2X WALL FRAMING <br />OF SLAB <br />r,9EE <br />1(2" DIA SIMPSON ST132 BOLTS S" <br />_"_0 <br />Oi;.P OF SLAB <br />MINIMUM EMBEDMENT INTO <br />GROUTED rELL, IV' FROM ENDS AND <br />1'. 0 C VERTICALLY MAX <br />SEE SCHIDULE <br />ED, ED, SEESCHEDULE <br />FOR MO. BAR SIZE <br />AND BAR QUANTlY <br />FOR MID ' BAR SIZE <br />tj, <br />I AND BAR QUANTITY <br />r:`\�INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIG WALL TO <br />D91N!��SCALE (NO UPLIFT) <br />1441 N , RONALD REAGAN 81 <br />LONGWOOD, FIL 32750 <br />PH: 407-774-6078 <br />FAk 407-774-4078 <br />www.abdesigngroup.com <br />AA 111: 0003325 <br />W_ <br />VD <br />am <br />Ira <br />0 0 <br />X <br />[ SUBDIEV. & M-7"� <br />ABBOTT PARK <br />LOT #10 <br />BLK #12 <br />PHASE 4C <br />PROJECT# <br />04181.04C-10121 <br />MODW. <br />E401 <br />"2828-ENSLEY" <br />GARAGE STIMCI: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. <br />A, A <br />NO <br />mmm" <br />F—PRINT 12/07/21 <br />DATE: <br />SCALE: 1/4"=l'-0" <br />SHEET <br />Sl. 1A <br />