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MIN EACH WAY <br />MONOLITHIC FOOTING <br />,I <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />����• R <br />�. s <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />• ..••p, • <br />p' <br />a > <br />wq <br />E...II�� <br />�•�.. T • <br />1p I '. •: <br />GARAGE DOOR <br />RECESS <br />s <br />g 8" CMU WALL <br />y <br />�, 8"CMU WALL <br />FM <br />•, ..� CORNER BARS, SAME SIZE AS LARGER BAR <br />//�� <br />�y B• <br />n b � <br />i <br />e I IN FOUNDATION WITH 3tl' LEG EACH <br />0 <br />' +- 0'-0" <br />` TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />• S <br />.. SO THAT THE STEEL REINF. IS CONTINUOU <br />� <br />TOP OF SLAB <br />.. <br />• <br />MATCH AMOUNT OF CONTINUOUS BARS <br />• ( x •. <br />?Ir CURB FOR <br />SEE SLAB SCHEDULE <br />• BAR SIZE 48 BAR DIA <br />EXT. PORCH SLAB 4" CHAMFER (1-STORY) <br />° <br />- RI <br />� • ��r SEE SLAB SCHEDULE TOP OF GARAGE <br />EXT. PORCH SLAB <br />' I •' I� <br />•' �a. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />N MASONRY <br />UNITS SET <br />ro• AT ELEV: <br />W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) <br />JOINT (WHERE ald • � #4 24" <br />4" CHAMFER (1-STORY) <br />W/ 1/2' ISOLATION ` e" CHAMFER (2-STORY) <br />0'-tl' <br />APPLICABLE) SEE SOHEDJX #5 30 <br />JOINT (WHERE . �. i <br />APPLICABLE) a, SEE SCHEn•c <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR %ftD BAR SIZE <br />AND BAR QUANTITY #6 36, <br />zZ FOR WAD, BAR SIZE <br />S <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />}„ <br />AM BAR QUANTITY <br />" <br />NUMBER OF BARS (IS. 2 TO 9, PROVIDE 2 BARS), LINO <br />#J 42" <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />2 <br />CORNER BARS DETAIL <br />DOOR OPENING <br />6cALE: 3/4'•=1•-a' <br />@ GARAGE SCALE: 3/4•'=1'-tl' <br />3 <br />4 <br />B E: 314 11- 1 <br />SCALE : as"=r-a <br />(1) #5 REBAR VERTICALLY W/CONC. <br />POURED CELL <br />8" CMU <br />#4 REBAR @24" O.C. @ CENTER OF <br />LAP TOP PLATE A MIN. OF 48' <br />SLAB <br />AND NAIL W/ 18d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />Q <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />KO i <br />2x4 OR 2ze WOOD BEARING PROVIDE BLOCKING <br />WALL SYP <br />J"NEW <br />RE INF. BAR <br />'• ', ...� <br />SECURE D W/2-PART <br />SECURE BT. PLATE TO SLAB W! <br />SPACING SINGLE BTM.PLATE <br />` ° �'a• <br />2" CAPPED <br />EPDXY, MIN. EMBED <br />'g <br />1/2"xe" WEDGE ANCHOR W/7' <br />70 BE PT. PROVIDE DBL TOP <br />G <br />8", UNO <br />WASHER SET IN HIGH STRENGTH <br />PLAT E <br />rr 4" CONC., REINF. W/ <br />GALVANIZED PBASE IPE <br />ALL F. <br />EPDXY 5-1/2" EMBED. MIN. @ 18" OC <br />1 x8 <br />m J f B#10 WAON <br />8-MIL POLY ETHYLENE <br />W/FLANGE <br />I SPECIFICATIOFOLLOW <br />NS FOR <br />SIMPSON SPH4 OR SPH6 MAX. <br />BTM AND TOP PLATE <br />9 <br />VAPOR BARRIER IX•1 <br />1� <br />§ <br />i USE AND <br />R PREPARATION OF <br />ANCHORSW/10dx <br />YI •I•� WELL -COMPACTED <br />g °- HOLE. <br />COMMON NAILS FILLALL <br />L ALL <br />CLEAN FILL TERMITE <br />HOLES, DO NOT USE 10d <br />TREATMENT SHALL BE <br />,• 4 S BORA-CARE <br />SECURE FLANGE TO <br />SLAB W/(4) 1/4" X 2 1/4'• <br />x 3" g SLAB SCHEDULE <br />.•..... <br />(2) CONT. #4 REBAR <br />[SEE <br />TOP OF SLAB a <br />•' <br />.Y " F 2) #5 REBAR ON CHAIRS <br />1—" <br />4" CHAMFER ("TORY) <br />B" CHAMFER (2-STORY) <br />. <br />, e.��• <br />12" MIN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95%�� <br />VIRGIN OR ENGINEERED SOIL Y� COMPACTED SOIL <br />�.• <br />SLAB HEIGHT LESS THAN T-T PER PLAN <br />EQ. M SEE SOHEIXLE <br />FOR <br />EXTERIOR MONO DEEP <br />ADDING BAR TO <br />MRQAIZE <br />AN]BAQUANTWITY <br />FOOTING W/ BLOCK WALL <br />1A SCALE:34"=1'-tl' <br />C BOLLARD <br />S SCALE 34"=1'-0" <br />c MONOLITHIC FOUNDATION <br />V SCALE:34"=1'-0' <br />INTERIOR CURB FOUNDATION WOOD WALL <br />7 SCALE:314"=r-tl' (W/ UPLIFT) <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d COMMIX) <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 48' <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD OF WALL W! PLAN <br />2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, a" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />WALL W/ SYP No 2 STUDS SEE <br />2x4 OR 2x8 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 />PROVIDE DBL TOP PLATE SECURE BT. PLATE 70 <br />SLAB W/10d MASONRY <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. SECURE BT. PLATE 70 <br />a <br />NAIL 17' O/C STAGGERED. <br />PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL <br />12" O/C STAGGERED. <br />y <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />g a <br />CONNECTORS NOT <br />CONNECTORS NOT <br />8" CMU WALL <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />' <br />POURED LINTEL CONT. (TYP.) <br />UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />i <br />— +- 0' <br />8" CMU FILLED CELL (TYR) <br />< B' <br />' TOP OF SLAB <br />SLAB SCHEDULE <br />a., <br />2X WALL FRAMING <br />[SEE <br />6EE SLAB SCHEDULE <br />'I <br />SEE SLAB SCHEDULE <br />1/2" DIA SIMPSON N5" <br />TOOF SLAB <br />i <br />MINIMUM EMBEDMENTINTOP <br />GROUTED CELL, 4" FROM ENDS AND <br />TOP OF SLAB <br />"ISOLATED" COLUMN PAD <br />a <br />b CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />• e <br />° <br />T#�.��_ POURED MONOLITHICALLY WITH <br />i <br />FOUNDATION AND SLAB <br />° <br />. �� • SEE SCHEIXAE <br />SEE SCHEIXLE <br />FOR WD, BAR S1ZE <br />EO. EO. SEE EIXILE <br />SOH <br />FOR WD, BAR SIZE <br />AM BAR WAWITY <br />ANJBARQUAWITY <br />FOR— BAR SIZE <br />ANJBAROl1ANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />8 <br />9 SCALE 3/4"=V-0" (NO UPLIFT) <br />1 0 SCALE 3 4''=1'-0' <br />11 SCALE 3 4''=1' 0 <br />scALE: 3 a =r-m (NO UPLIFT) <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.77443078 <br />FAX: 407"7744078 <br />www.abdesigngroup.eom <br />AA 8: 0003325 <br />o <br />L" <br />SUDDISc LOT. <br />ABBOTT PARK <br />LOT #10 <br />BLK #14 <br />PHASE 4C <br />PZlOJZ�CT�f <br />04181.04C-10141 <br />a�V oasle <br />4EBB <br />"1828-CALI" <br />AAAGS SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH Ev C <br />L AR NO 93723 A <br />a � 02/08/22 1 <br />sCALM.- 1/4"=1•-0- <br />sDEC= <br />S1.1A <br />