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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />}} <br />z <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />Q d <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />_ <br />��_so� c <br />o a <br />SPACING REQUIREMENTS <br />> <br />Q w V) <br />.. <br />/j <br />GARAGE DOOR <br />w <br />m U <br />o <br />". <br />r8/w„ <br />RECESS <br />m j <br />v a. Q <br />In - z <br />8"CMU WALL <br />O <br />8" CMU WALL <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />w <br />8" <br />O io — <br />- Z <br />� <br />IN FOUNDATION WITH 30" LEG EACH <br />W = <br />- TOP OF SLAB <br />Tom' SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />' of SO THAT THE STEEL REINF. IS CONTINUOUS <br />N tUp <br />. _ <br />- - <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />EXT. PORCN SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4' CHAMFER(I-STORY) <br />18" <br />; <br />PORCH SLAB <br />- V IES <br />SEE SLAB SCHEDULE 70P OF GARAGE <br />4" CHAMFER <br />IILL <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />N MASONRY <br />UNITS SET <br />�;p. A7 ELEV: <br />WI 1/2" ISOLATION '.., <br />JOINT (WHERE ♦ <br />6" CHAMFER (2STORY) <br />#4 24" <br />W, <br />WI tl2' ISOLATION <br />(iSTORY) <br />S' CHAMFER (2STORY) <br />.. <br />94r <br />APPLICABLE) Z <br />SEE SCHEDULE #5 �„ <br />PPNT ERE Z • a <br />EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />2 <br />FOR WxD, BAR SIZE <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS Cie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#T 42" <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />2 @ GARAGE SC"LE3'4'=V-V <br />R BARS DETAIL <br />4 DOOR OPENING <br />09� <br />SCALE: 3/4"=1'-0" <br />SCALE: 3!4"=1'-0' <br />? <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />U <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 46" <br />Q <br />B"CMU <br />OMMON <br />0 t1 <br />NAIILLS, 2I-ROWS, 4CO/C BTM. VERIFYHEIGHT <br />Q (L <br />#4 REBAR �24" O.C. @� CENTER OF <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />a[vd g <br />SLAB <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />Z ? � <br />w <br />WALL W/SYP <br />K <br />C7 � ui <br />5• <br />w <br />0 a I <br />No 2 STUDS SEE PLANS FOR <br />SPACING. SINGLE BTM. PLATE SECURE ST. PLATE TO SLAB W/ <br />S <br />I <br />NEW REINF. BAR <br />TO BE PT. PROVIDE DBL. TOP 1/2"x9" WEDGE ANCHOR W/ 2" <br />SECURED W/ 2- PART <br />g <br />WASHER SET IN HIGH STRENGTH <br />- <br />2" CAPPED <br />a EPDXY. MIN. EMBED <br />EPDXY 5-112" EMBED. MIN. 0 16" OC <br />° <br />GALVANIZED PIPE <br />-� < 8', UNO <br />— <br />SIMPSON SPH4 OR SPH6 MAX. <br />°° <br />W/FLANGE (N BASE <br />Q O FOLLOW ALL MANE. <br />BTM AND TOP PLATE <br />cv <br />4" CONC., REINF. W/ <br />= K SPECIFICATIONS FOR <br />m Q <br />ANCHORS W/ 10d x 1 112' <br />6k6" #10 W WM ON <br />4 <br />F I <br />LL <br />NAILS ISE LL 10d w <br />2 m <br />6-MIL POLY ETHYLENE <br />ih <br />PREPARATION OF <br />U <br />HOLES, DO NOT UMON <br />0 w <br />VAPOR BARRIER ON <br />Z HOLE. <br />x 3" of SEE SLAB SCHEDULE <br />= Q <br />-0� WELL -COMPACTED <br />�� <br />SECURE FLANGE TO <br />- <br />Q <br />- CLEAN FILL TERMITE <br />a <br />SLAB W/(4)1/4"X 21/4" <br />o O <br />m <br />+-0'-• <br />- <br />111 TREATMENT SHALL BE <br />TAPCONS <br />�Q <br />TOP OF SLAB ° . <br />5 . �... BORA-CARE <br />° { <br />Q <br />I (2) CONT. #4 REBAR <br />4" CHAMFER (1-STORY)- <br />qm <br />f <br />6" CHAMFER (2-STORY) <br />(2)#5 REBAR ON CHAIRS <br />• <br />EQ. EQ. SEE SCHEDULE <br />12" MIN. DEPTH IN70 ? w <br />2,000 PSF VIRGIN SOIL OR 05% <br />FOR WxD, BAR SIZE <br />VIRGIN OR ENGINEERED SOIL Q <br />COMPACTED SOIL <br />AND BAR QUANTITY <br />SLAB HEIGHT LE SS THAN T-6" °'U <br />pER PLAN <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />EXTERIOR <br />MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />( ) <br />5 <br />6 <br />FOOTING W/ BLOCK WALL <br />SCALE:34"=1'-0" <br />SCALE: 3/4"=IW' <br />1A <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ i6d COMMON <br />NAILS, 2-ROWS, 4" OIC STM. <br />VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <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 />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />SPACING REQUIREMENTS <br />WALL W/ SYP No 2 STUDS SEE <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />PLANS FOR SPACING. SINGLE <br />STM. PLATE TO BE PT. <br />WALL W/ SYP NO 2 STUDS SEE <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />a ^ <br />a <br />SLAB WI10d MASONRY <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />0 <br />NAIL 16" O/C STAGGERED. <br />16' O/C STAGGERED. <br />Q w <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />m U <br />CONNECTORS NOT <br />CONNECTORS NOT <br />oo — <br />v a <br />REQUIRED WHEN NO <br />REQUIRED WHEN <br />0' � <br />to UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. . <br />U <br />6' CMU WALL <br />POURED LINTEL CONT. (TYP.) <br />� SEE SLAB SCHEDULE <br />M � <br />+- 0'-0" <br />�' 6" CMU FILLED CELL (TYR) <br />- I, -. - .:. TOP OF SLABto-' <br />Q <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />TOP OF SLAB <br />- <br />.- 0'-0' <br />SEE SLAB SCHEDULE <br />� • 12"DIA. SIMPSON STB2 BOLTS 5" <br />.. n <br />" <br />TOP OF SLAB <br />n• <br />Z <br />Z — <br />e <br />MINIMUM EMBEDMENT INTO <br />—n <br />_ <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4' FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />- <br />SEE SCHEDULE <br />- ;s <br />SEE SCHEDULE <br />EQ. ECI EE SCHEDULE <br />FOR WxD, BAR SIZE <br />` <br />/ FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />774✓ AND BAR QUANTITY <br />AND BAR QUANTITY <br />���/LLL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />0�n� <br />FOUNDATION WOOD WALL <br />&4"=''-0' (NO UPLIFT) <br />COMBINED EXTERIOR MONO- <br />10 FOOTING AND COL. PAD <br />INTERIOR FRAME BRIG WALL TO <br />BLOCK WALL CONNECTION <br />SCALE:34"=1'0 (NO UPLIFT) <br />SCALE: 314"=V-W <br />11 SCALE: 3/4"=V-T <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />V <br />h <br />Y <br />R <br />$� <br />G <br />6. <br />BUBDiV ae LOT <br />ABBOTT PARK <br />LOT #6 <br />BLK. #11 <br />PROJECT* <br />04181.000-06111 <br />MODEL: <br />3EAB <br />"1504- ALLEX" <br />GARAGE 811111IIMG: <br />LEFT <br />PAGE: <br />DETAI <br />160 MPH <br />Arl <br />1 SCALE: 1/4-=1'-0- 1 <br />S1.1A <br />