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EACH WAY <br />MONOLITHIC FOOTING <br />}} <br />STEEL REINFORCING IN GROUTED <br />I, <br />STEEL REINFORCING IN GROUTED <br />° <br />FT <br />CELL SEE PLAN FOR SIZE AND <br />dd <br />CELL SEE PLAN FOR SIZE AND <br />v ° - <br />a.. <br />SPACING REQUIREMENTS <br />a <br />SPACING REQUIREMENTS <br />P <br />t <br />GARAGE DOOR <br />W <br />RECESS <br />y <br />8" CMU WALL <br />n <br />>bI�I <br />8' CMU WALL <br />FM <br />I ° 1 CORNER BARS, SAME SIZE AS LARGER BAR <br />ono <br />m <br />9' <br />i <br />i <br />° of IN FOUNDATION WITH 30" LEG EACH <br />w o <br />H y <br />+- 0-0 <br />W AV AT ALL CHANGES IN DIRECTIONS <br />° <br />TOP OF SLAB <br />- TOP OF SLAB <br />I ,. ° SO THAT THE STEEL REINF IS CONTINUOUS <br />Ij <br />MATCH AMOUNT OF CONTINUOUS BARS <br />°I <br />CURB FOR <br />EXT, PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1-STORY) <br />18"EXT.PORCH <br />° <br />SLAB <br />(-GARAGE <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />I 4" CHAMFER <br />.� (� <br />LL <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />r:p, <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/1Y2ISOLATIO8"CHAMFER <br />(2STORY) <br />4OR <br />W/ 1/2' ISOLATION <br />• (1STORY) <br />I <br />0'-0"JOINT(WHERE <br />ZSEE <br />#4 24" <br />SCHEDULE #5 30 <br />JOINT (WHERE <br />APPLICABLE) <br />. ° <br />"`•"-����• <br />6" CHAMFER (2-STORY)APPLICABLE) <br />4.SEE SCHEWLEWHEN <br />TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />WAD, BAR SIZE <br />36' <br />FOR W.0, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE <br />LEAST <br />ND BAR QUAN ITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />CORNER BARS DETAIL <br />DOOR OPENING <br />GARAGE SCALE:3/4"=1'-O <br />4 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=l'-0" <br />(1) #5 REBAR VERTICALLY W/ CONIC. <br />LAP TOP PLATE A MIN. OF 48' <br />POURED CELL <br />AND NAIL W/ 16d COMMON <br />S N <br />8"CMU <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WAIL W/PLAN <br />5 <br />a 4 R024" O.C. CENTER OF <br />I'* <br />SLAB <br />2x4 OR 2,6 WOOD BEARING <br />PROVIDE BLOCKING <br />2 a <br />l <br />WALL W/SYP No 2 STUDS SEE <br />5 <br />I <br />1 NEW REINF. BAR <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />I <br />S SECURED W/ 2- PART <br />PROVIDE DBL. TOP PLATE <br />SECURE BIT. PLATE TO <br />5 EPDXY. MIN. EMBED <br />SLAB V / d MASONRY <br />2" CAPPED <br />I 6', UNO <br />NAIL 12" O/C STAGGERED. <br />- <br />GALVANIZED PIPE <br />g <br />o FOLLOW ALL MANF. <br />ADDITIONAL METAL <br />q• <br />W/FLANGE 0 BASE <br />SPECIFICATIONS FOR <br />V. <br />CONNECTORS NOT <br />Zv § 4" CONC., REINF. W/ <br />m USE AND <br />I <br />/-w <br />UIRED WHEN N <br />6k8" #10 WWM ON <br />4 <br />PREPARATION OF <br />UPLQIFT 6PRESENTO <br />k <br />{I 6-MIL POLY ETHYLENE <br />4 4 HOLE. <br />a <br />SEE SLAB SCHEDULE <br />VAPOR BARRIER ON <br />SECURE FLANGE TO <br />� <br />WELL -COMPACTED <br />SLAB W/(4) 1/4" X 21/4" <br />O <br />CLEAN FILL TERMITE <br />TAPCONS <br />at <br />TOP OF SLAB <br />TREATMENT SHALL BE <br />QaQ- <br />i <br />4 SORA-CARE <br />P <br />° <br />4" CHAMFER (1STORV) <br />i- <br />' �— ° ° <br />.�q <br />(2) CONT. #4 REBAR <br />6" CHAMFER (2-STORY) <br />° <br />•� `.°` (2)#5 REBAR ON CHAIRS <br />4. <br />• s ° <br />EQ. EQ, <br />SEE SCHEDULE <br />2,000 PSF VIRGIN SOIL OR 95% <br />FOR WAD, BAR SIZE <br />12' MIN. DEPTH INTO <br />§ �' COMPACTED SOIL <br />AND BAR QUANTITY <br />VIRGIN OR ENGINEERED SOIL <br />, O <br />SLAB HEIGHT LESS THAN T-6' <br />PER PLAN <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />8 6CALE-'=1'-U' <br />(NO UPLIFT) <br />EXTERIOR MONO DEEP <br />C <br />5 <br />6 <br />FOOTING W/ BLOCK WALL <br />SCALE: 3/4"=1'-0" <br />1 A <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE MIN. OF 48' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />717- <br />ZO OR 2A6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />STEEL REINFORCING IN GROUTED <br />PLANS FOR SPACING. SINGLE <br />CELL SEE PLAN FOR SIZE AND <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />d n SPACING REQUIREMENTS <br />6 <br />PROVIDE DBL TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />17' O/C STAGGERED. <br />ADDITIONAL METAL <br />J <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />b 8"CMU WALL <br />UPLIFT IS PRESENT. <br />POURED LINTEL CONT. (TYP.) <br />8"CMU FILLED CELL (TYP.) <br />TOP OF SLAB <br />q TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />° <br />• <br />TOP OF SLAB <br />-a • <br />1/2' DIA. SIMPSON STB2 BOLTS 6' <br />MINIMUM EMBEDMENT INTO <br />W <br />SEE SLAB SCHEDULE <br />EXT. PORCH SLAB 4" CHAMFER II -STORY) <br />q q <br />" <br />BAR SIZE 48 BAR DIA q <br />q <br />18„ b <br />GROUTED CELL, 4" FROM ENDS AND <br />W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) <br />#3 <br />° <br />16' O.C. VERTICALLY MAX <br />JOINT (WHERE • <br />•° <br />#4 24" -- <br />° <br />APPLICABLE) MATCH STEEL <br />30 <br />$ REINFORCEMENT <br />ti PER SCHEDULE <br />#6 36 <br />6" P CHASE THRU FOOTING <br />SEE SCHEDULE R WAD, BAR SIZE <br />FO <br />THRU FOOTING <br />#7 42" <br />AND BAR QUANTITY <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIG WALL TO <br />FOR MD. BAR SIZE <br />AND BAR QUANTITY <br />PVC CHASE <br />PER SCHEDULE <br />(DLIN�TERIOR <br />BLOCK WALL CONNECTION <br />THRU FOOTING <br />ALE:3/4"=r-0' (NO UPLIFT) <br />12 <br />11 <br />SCALE: 3l4"=1'-0" <br />L <br />SCALE: 3/4"=1'-0" <br />00 <br />1 N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407.774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA M: 0003325 <br />Y <br />h <br />aTUT aDry & LOT <br />ABBOTT PARK <br />LOT #4 <br />BLK #12 <br />PHASE #4C <br />PROJECT* <br />04181.04C-04121 <br />MODELA <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 8WING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />D TEE: 10/26/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S1.1A <br />aTUT aDry & LOT <br />ABBOTT PARK <br />LOT #4 <br />BLK #12 <br />PHASE #4C <br />PROJECT* <br />04181.04C-04121 <br />MODELA <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 8WING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />D TEE: 10/26/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S1.1A <br />