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3" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />— <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />a — <br />— SPACING REQUIREMENTS <br />1 <br />{I <br />GARAGE DOOR <br />RECESS <br />w <br />FM <br />O <br />w 8" CMU WALL <br />> <br />i 8" CMU WALL <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />+ IN FOUNDATION WITH 30" LEG EACH <br />" B° <br />m H <br />b +- 014, <br />d <br />+- 0'-0" <br />TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />., sSO THAT THE STEEL REINF. IS CONTINUOUS~ <br />a° <br />TOP OF SLAB <br />° ~+•—° <br />MATCH AMOUNT OF CONTINUOUS BARS <br />SLAB SCHEDULE <br />PORCH SLAB1�71 CHAMFER (1-STORY) <br />VANDBARQUANTITY <br />ARIE <br />V S <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />EXT PORCH SLAB <br />LLUNITS <br />CONTINUOUS STEEL MONOLITHICEXT. <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRRSEE <br />SET <br />>=p. AT ELEVW/1/7 <br />ISOLATION CHAMFER (2STORY) <br />4" CHAMFER (1STORY) <br />W/ i/2 ISOLATION 6" CHAMFER (2STORY)APPLICABLE) <br />0'-0"JOINT(WHERE <br />iEE SCHEDULE <br />Up <br />JOI HIT(WHERE •! j 4 SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />WAD, BAR SIZEAPPLICABLE) <br />Z fOR WxD, BAR SRE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 SCALE: 3/4•'=,'-a' <br />2 <br />@ GARAGE scALE: 3:a••=1'-0•• <br />3 CORNER BARS DETAIL <br />DOOR OPENING <br />4 <br />SCALE: 3/4" 1'-0" <br />SCALE: 3/4"=l'-0" <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />g w POURED CELL <br />8" CMU <br />S H <br />r� <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />3 #4 REBAR @24" O.C. 0 CENTER OF <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br /># SLAB <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />0 <br />z� iw11 <br />0 <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />5 <br />u� ( <br />WALL W/ SYP <br />Z.CAPPED <br />NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />GALVANIZED PIPE <br />> �+ SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE 1/2 W' WEDGE ANCHOR W/2" <br />W/FLANGE BASE <br />Q u I EPDXY. MIN. EMBED <br />5 <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />UNO <br />zi <br />PLATE EPDXY 5-12"EMBED. MIN. 16"OC <br />FMAX. <br />4 <br />F <br />1 rc FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 <br />I° 4'• CONC., REINF. W/ <br />SPECIFICATIONS FOR <br />I <br />BTM AND TOP PLATE <br />M , I 6)16" #10 WWM ON <br />l 8 <br />6-MIL POLY ETHYLENE <br />SECURE FLANGE TO <br />USE AND <br />c�: <br />w 2 PREPARATION OF <br />44 <br />ANCHORS W/ 10tl x 1 12" <br />COMMON NAILS FILL ALL <br />w VAPOR BARRIER ON <br />SLAB W/(4 1/4" X 21/4" <br />) <br />SLABTAPCONS <br />� Q HOLE. <br />HOLES, DO NOT USE 10d m <br />a I•) 1•� WELL -COMPACTED <br />x 3" SEE SLAB SCHEDULE <br />CLEAN FILL TERMITE <br />0�01. <br />> <br />TREATMENT SHALL BE <br />BORA-CARE <br />m. <br />Q <br />+- 0'-0 <br />,4 <br />TOP OF SLAB ° <br />I (2) CONT #4 REBAR <br />4" CHAMFER (1-STORY) <br />< ° <br />CHAMFER (2-STORY) <br />•`1 ` (2) #5 REBAR ON CHAIRS <br />I— <br />8 <br />° a •° <br />12" MIN. DEPTH INTO z rc 2,000 PSF VIRGIN SOIL OR 95%• <br />EQ. EEQ.SEE <br />VIRGIN OR ENGINEERED SOIL ? > COMPACTED SOIL <br />SCHEDULE <br />O <br />SLAB HEIGHT LESS THAN a-61 D PER PLAN <br />5 BOLLARD <br />ADDING BAR TO <br />FOR WxD, BAR SIZE <br />AND BAR WANIITY <br />EXTERIOR MONO DEEP <br />scALE:3/a"=,•-D" <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />FOOTING W/ BLOCK WALL <br />6 SCALE: 3/4"=1'-0' <br />SCALE:34"=1'-0" <br />1A <br />(W/ UPLIFT) <br />sQALE: 3/4"=,'-0'• <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 46' <br />NAILS, 2-ROWS, 4" O/C BTM. <br />OF WALL W/ PLAN <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />PLANS FOR SPACING. SINGLE <br />WALL W/ SYP No 2 STUDS SEE <br />i <br />BTM. PLATE TO BE PT. <br />PLANS FOR SPACING. SINGLE <br />c <br />PROVIDE DBL. TOP PLATE SECURE BIT PLATE TO <br />SLAB WltOd MASONRY <br />BTM. PLATE TO BE PT. SECURE ST. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />NAIL 16" O/C STAGGERED. <br />PROVIDE DBL. TOP PLATE <br />16' O/C STAGGERED. <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />m <br />CONNECTORS NOT <br />CONNECTORS NOT <br />8" CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />+ 0 <br />LINTEL CONT. (TYP.) <br />m <br />8" CMU FILLED CELL (TYP.) <br />TOP OF SLAB <br />EE SLAB SCHEDULE <br />EE SLAB SCHEDULE <br />IPOURED <br />2X WALL FRAMING <br />0'-0"SEE <br />Is <br />SLAB SCHEDULE <br />1/2•'DIA. SIMPSON STS2 BOLTS 5" <br />TOP OF SLAB <br />0.-0„ <br />zMINIMUM <br />EMBEDMENT INTO <br />TOP OF SLAB <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />c. �4E.. <br />m . CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />-FOUNDATION AND SLAB <br />t.EE..HE.ULE <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SFOR <br />VJtD, BAR SIZE <br />./ AND BAR QUANTITY <br />AND BAR QUANTITY <br />,ALSIZE <br />❑TY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />r._"�INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3/4"=1'-0" <br />(NO UPLIFT) <br />9 SCALE: 3/4"=T-9' (NO UPLIFT) <br />10 SCALE: 3/4"=1' Y' <br />11 SCALE 3/4"=1'•0' <br />1 N. RONALD REAGAN BL <br />LONGWOOD, FL32760 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />MA <br />I <br />� <br />ro <br />is <br />� <br />��aBL <br />a <br />R <br />AJ_ <br />a <br />i <br />H <br />SVHDIV. ae LAT <br />ABBOTT PARK <br />LOT #13 <br />BLK. #9 <br />PROJECT# <br />04181.000-13091 <br />HODEIA <br />4EBB <br />"1828-CALI" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />D 6/15/21 <br />SCALE: 1 /4"=1'— 0" <br />SHEET <br />s1.1A- <br />