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3� <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />P <br />}} <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />_ <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />P. <br />• _ <br />•..- <br />Jx�` <br />GARAGE DOOR <br />SPACING REQUIREMENTS <br />E <br />E, <br />SPACING REQUIREMENTS <br />—Y <br />• <br />IR: <br />if <br />/x�, <br />((( <br />RECESS <br />FMB. <br />•, 11 <br />: n <br />o �i <br />1 .. CORNER BARS, SAME SIZE AS LARGER BAR <br />B' <br />0 <br />� <br />8"CMU WALL <br />� > I IN FOUNDATION WITH 30" LEG EACH <br />m H <br />b <br />8"CMU WALL <br />.I...O WAY AT ALL CHANGES IN DIRECTIONS <br />° <br />b <br />• -0„ <br />... SO THAT THE STEEL REINF. IS CONTINUOUS <br />TOPOFTOP <br />p 0vIMASONRY <br />MATCH AMOUNT OF CONTINUOUS BARSCURB <br />FOR <br />OF SLAB <br />SEE SLAB SCHEDULE <br />SIZE 48 BAR DIA <br />a .• <br />S <br />SEE SLAB SCHEDULE TOP OF GARAGEEXT. <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />UNITS SET <br />>=p, AT ELEV:BAR <br />PORCH SLABCHAMFER <br />(iSTORY) <br />0'-0' <br />W/ 1/2" ISOLATIONCHAMFER <br />(WHERE <br />gAND <br />(2S70RY) " <br />#q 2qW/1/2"ISOLATION•` <br />EXT. PORCH SLAB <br />4" CHAMFER (iSTORV)JOINT <br />6" CHAMFER (2STORV) <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />APPLICABLE) <br />EE SCHEDULE 3d' <br />JOINT (WHERE. i <br />SEE SCHEDULE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />WxD, BAR SIZE SS <br />APPLICABLE A. <br />) <br />FOR WxD, MR SIZE <br />NUMBER OF BARS (1.. 2 TO 3, PROVIDE 2 BARS), UNO <br />BAR QUANTITY <br />#7 42' <br />tr <br />AND BAR QUANTITY <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />CORNER BARS DETAIL <br />DOOR OPENING <br />1 <br />2 <br />SCALE:34"=1'-0 <br />@ GARAGE <br />SCALE: 314"=1'-0" <br />6CALE:3l4"=1'-0" <br />(1) 05 REBAR VERTICALLY W/ CONIC <br />g w <br />POURED CELL <br />B" CMU <br />m 5 <br />#4 REBAR �24" O.C. a CENTER OF <br />LAP TOP PLATE A MIN. OF 48IS <br /># <br />SLAB <br />AND NAIL W/ , Bd COMMON <br />NAILS, 2-ROWS, 4" O/C BTM.VERIFY HEIGHT <br />LAP TO OCCUR OVER STUDOF WALL W! PLAN <br />so �� <br />2x4 OR 2x6 WOOD BEARINGPROVIDE BLOCKING <br />WALL W/SYP <br />NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />CURE ST. PLATE TO SLAB WI <br />•'A• <br />SECU'�y <br />I EPDXYEMIN./EMBED7 <br />i <br />SPACING. SINGLE BTM. PLATE <br />"x9" WEDGE ANCHOR W/ 2' <br />TO BE PT. PROVIDE DBL. TO <br />4 <br />2" CAPPED <br />5 <br />8", UNO <br />ENGTH <br />IN HIGH NA <br />PLATEEPDXY T <br />y <br />4" CONC , REINF. W/ <br />I <br />GALVANIZED PIPE <br />-S <br />ALL <br />5- /WASHER <br />EMBED. MI6 OC <br />n <br />#10 VWvNt ON <br />I 8 <br />W/FLANGE @ BASE <br />m FOLLOW MANF. <br />SPECIFICATIONS FOR <br />SIMPSON SPH4 OR SPHSX <br />-MIL POLY ETHYLENE <br />LE <br />USE AND <br />I <br />BTM AND TOP PLATE <br />— <br />rc <br />VAPOR BARRIER <br />T0' <br />I <br />§ <br />PREPARATION OF <br />W/ S FILL <br />-I WELL -COMPACTED <br />s7 <br />�� a" 4• HOLE. <br />COMMON AILANCHORS <br />ALL <br />CLEAN FILL TERMITE <br />HOLES, DO NOT USE,Od <br />TREATMENT SHALL BE <br />SECURE FLANGE TO <br />SLAB SCHEDULE <br />BORA-CARE <br />SLAB W!(4) 1/4" X 2 1/4" <br />o �,x7[SEE <br />(2) CONT. #4 REBAR <br />0-0' <br />TOTAPCONS P OF SLAB <br />-� <br />a F2) <br />4" CHAMFER ("TORY) <br />#5 REBAR ON CHAIRS <br />6" CHAMFER (2-STORY) <br />2,000 PSF VIRGIN SOIL OR95%VIRGIN <br />=AND <br />12.'MIN. DEPTH INTO <br />COMPACTEb SOILSLAB <br />SOIL <br />ZnE <br />IGHTL SS THA <br />HEIGHT LESS THAN 3'4i' <br />IZE <br />EXTERIOR MONO DEEP <br />ADDING BAR TOTY <br />FOOTING <br />W/ BLOCK WALL <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />.INTERIOR CURB FOUNDATION WOOD WALL <br />IA <br />A2 <br />V <br />SCALE: 3M"=1'-0' (W/ UPLIFT) <br />SCALE: 3/4"=1'-0' <br />6CALE: 3/4"=1'-0' <br />SCALE: 3/4"=1'-0' <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" C/C BTM. <br />VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 48' <br />LAP 70 OCCUR OVER STUD <br />OF WALL W/ PLAN <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4" Or 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 />2x4 OR 2x8 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2x4 OR 2x8 WOOD BEARING <br />PROVIDE BLOCKING <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />z <br />f <br />SLAB W/10d MASONRY <br />BTM. PLATE TO BE P7. <br />PROVIDE DBL. TOP PLATE <br />SECURE 8T. PLATE TO <br />SLAB W/10d MASONRY AIL <br />NAIL 12" O/C STAGGERED. <br />12" O!C STAGGERED. <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />D% <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />8" CMU WALL <br />POURED LINTEL CONT. (NP.) <br />UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />8" CMU FILLED CELL (TYP.) <br />SEE SLAB SCHEDULE <br />TOP OF SLAB <br />m <br />. <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />'I' <br />1/2"'- BOLTS 5" <br />DIA SIMBED <br />TOP OF SLAB � ��,,,� <br />y <br />� SEE SLAB SCHEDULE <br />MIN <br />MINIMUM EMBEDMENT INTO <br />NT I <br />• <br />, <br />...a <br />^ 0-0' <br />i 's <br />... <br />' <br />GROUTED CELL, 4" FROM ENDS AND <br />TOP OF SLAB <br />s <br />"ISOLATED" COLUMN PAD <br />16" O.C. VERTICALLY MAX <br />m <br />CENTERED UNDER WALL AND <br />_rT <br />POURED MONOLITHICALLY WITH <br />!. <br />T#� <br />FOUNDATION AND SLAB <br />e <br />J •�' <br />n. <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR MD, BAR SIZE <br />t <br />EQ. EQ. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />./ AND BAR QUANTITY <br />,AI <br />9^j <br />FOR WxD, 0A0. S2E <br />ANDBARQUANITTY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />8 INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />9 SCALE: 3/4"=r-0' (NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />SCALE: 3 4"=1'-0 <br />BLOCK WALL CONNECTION <br />11 SCALE: 3 4"=1'-0 <br />scALE: 3 4 =r-a' (N O UPLIFT) <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngro I!(I.DOm <br />AA #: 0003325 <br />b <br />rl <br />O <br />O <br />w <br />O <br />9 <br />SLl1mIV. A6 iAT. <br />ABBOTT PARK <br />LOT #23 BLK. #12 <br />PHASE: 4C <br />Pito"=T* <br />04 81.04C-23 2 <br />MODZ ` <br />3EEB <br />"2260—ELSTON" <br />GARAGE 8WING: <br />RIGHT <br />PACE: <br />DETAILS <br />160 MPH EXP. C <br />A AI <br />No <br />PUNT <br />DATE: 10/26/21 <br />SCALE: 1/4"=1'-0" <br />829m T <br />S1.1A <br />