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w <br />MIN EACH WAY <br />MONOLITHIC FOOTING <br />tt <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />— <br />CELL SEE PLAN FOR SIZE AND <br />3 <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />SPACING REOUIREMENTS <br />�1 '. • <br />GARAGE DOOR <br />RECESS <br />�- . <br />°, `I� FM <br />2 <br />8" CMU WALL <br />8" CMU WALL <br />..I CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />* <br />a' <br />ro <br />.I <br />IN FOUNDATION WITH 3a• LEG EACH <br />' TOP OF SLAB <br />TOP F SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />W <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />' <br />�� • • <br />•) <br />MATCH AMOUNT OF CONTINUOUS BARS <br />• �I. <br />?k CURB FOR <br />• <br />SEE SLAB SCHEDULE <br />- VA IE <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />. • 'I CONTINUOUS STEEL MONOLITHIC <br />jlc <br />H MASONRY <br />UNITS SET <br />EXT. PORCHSIAB <br />BAR SIZE 48 BAR DIA-'- <br />BAR <br />4" CHAMFER(ISTORY) <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />A7 ELEV: <br />W/ 1/2" ISOLATION n• <br />JOINT (WHERE • • <br />8" CHAMFER (2-STORY) #3 18" <br />94 24" <br />EXT. PORCH SLAB <br />W/ 1/2" ISOLATION <br />4'• CHAMFER ("TORY) <br />8"CHAMFER (2-STORY) <br />APPLICABLE) <br />SEE SCHECU.E #5 3a' <br />JOINT (VuHERE ..< <br />° <br />SEE SCHEDIAE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />9 <br />FOR MD) BAR SIZE <br />#6 38' <br />APPLICABLE) Y <br />FOR wxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />ti <br />APD e4N auANTITv <br />3 <br />ANDBAROUAMIW <br />NUMBER OF BARS (IS. 2 TO 3, PROVIDE 2 BARS), UNO <br />#T 1 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 />@ GARAGE <br />SCALE:3/4"=1'-a' <br />4 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-a' <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />9 <br />POURED CELL <br />CMU <br />m ] <br />#q REBAR @24" O.C. CENTER OF <br />LAP TOP PLATE A MIN. OF 48" <br />a <br />SLAB <br />AND NAIL W/ COMMON <br />NAILS, 2-ROWS, 4" O/C BUM. _ <br />g z � <br />LAP TO OCCUR OVER STUD OF WALL Wf PLAN <br />t9 3 <br />2x4 OR Zx6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />H SECURED Wf 2-PART <br />SPACING. SINGLE BTM. PLATE SECURE BT. PLATE TO SLAB W/ <br />• <br />. e• <br />2" CAPPED <br />R'� I EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL TOP 1f2'k9" WEDGE ANCHOR W/2' <br />4 <br />g S 8", UNO <br />WASHER SET IN HIGH STRENGTH <br />PLATE <br />y <br />4" CONC-, REINF. W/ <br />1 6"x6•' #10 WWM CN <br />I • <br />GALVANIZED PIPE <br />W/FLANGE @ BASE <br />FOLLOW ALL MANF. <br />SPECIFICATIONS FOR <br />SIMPSON SPH4 OR SPH6 EPDXY 5-1/2" EMBED. MIN. 18' OC <br />�, <br />. 8-MIL POLY ETHYLENE <br />x USE AND <br />I <br />BTM AND TOP PLATE <br />w <br />VAPOR BARRIER ON <br />§ <br />g PREPARATION OF <br />ANCHORS W/ 10d x 1 117 <br />II 1'o WELL -COMPACTED <br />J r HOLE. <br />COMMON NAILS FILL ALL <br />T <br />CLEAN FILL TERMITE <br />HOLES, DO NOT USE 10d <br />1 TREATMENT SHALL BE <br />.• <br />SECURE FLANGE TO <br />x 3" SEE SLAB SCHEDULE <br />BORA-CARE <br />SLAB Wf(4) 1/4" X 2 1/4" <br />o �„ <br />u . <br />TAPCONS <br />." (2) CONT. M REBAR <br />Q} <br />TOP OF SLAB <br />I(2) <br />�°.�.• <br />° <br />�•� #5 REBAR ON CHAIRS <br />8" CHAMFER (2-STORY) <br />a' } <br />12" MIN. DEPTHINTO i ¢ <br />2,000 PSF VIRGIN SOIL OR 95% <br />• ° • •' <br />VIRGIN OR ENGINEERED SOIL g <br />m <br />COMPACTED SOIL <br />SLAB HEIGHT LESS THAN 3'8' <br />pER pLNy <br />EQ. EQ. SEE SaffD <br />FORMZE <br />BAWIW <br />EXTERIOR MONO DEEP <br />ADDING BAR TO <br />AW ANDBAR BAR OUAITY <br />FOOTING <br />W/ BLOCK WALL <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />1A <br />F <br />6 <br />SCA E 34"=1'-a' <br />SCALE: 3/4"l-a' (W/ UPLIFT) <br />SCALE'34"=1'-a' <br />SCALE 34"=1'-a' <br />LAP TOP PLATE A MIN. OF 49' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROW8, 4"O/C BTM, <br />VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 48" <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />AND NAIL W/ 1-COMMON <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />NAILS, 2-ROWS, 4" O/C BTM, <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />LAP TO OCCUR OVER STUD <br />WALL W/ SYP No 2 STUDS SEE <br />2x4 OR 2x8 WOOD BEARING <br />PROVIDE BLOCKING <br />PLANS FOR SPACING, SINGLE <br />WALL W/ SYP No 2 STUDS SEE <br />X <br />5 <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />3 „ <br />6 <br />SLAB W/10d MASONRY <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB Wf10d MASONRY NAIL <br />NAIL 12" O/C STAGGERED. <br />12" 0/C STAGGERED. <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />CONNECTORS NOT <br />B" CMU WALL <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />`� <br />POURED LINTEL CONT. (TIP.) <br />UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />Y <br />+-0'-0" <br />8" CMU FILLED CELL(TYP.) <br />b <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING//��SEE <br />' <br />SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />�/�� <br />l- <br />1/2 DIA. S MPSO STB2 BOLTS 5TPOF <br />WGROUTEDICELL. <br />SLABMINIMUM <br />EMBED EN71N70 <br />"ISOLATED" COLUMN PAD <br />4' FROM E NDS AND <br />POF SLAB'a• <br />- <br />°i CENTERED UNDER WALL AND <br />18 O.C. VERTICALLY MAX <br />° <br />POURED MONOLITHICALLY WITH <br />�- <br />. .a :• <br />a <br />:•�1- <br />• <br />�- = FOUNDATION AND SLAB <br />° <br />.. <br />�73 SEE SC14EME <br />SEE SCHED <br />FOR WVD, BAR SIZE <br />FOR MD, BAR SIZE <br />./ AND MR OUAW[W <br />EQ. EQ. SEE SCHEDULE <br />ANDBAROUAWIIN <br />I' <br />/AL <br />AroR B"D`""'" <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR CURB <br />FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />$ <br />9 SCALE:3/4=r-a' (NO UPLIFT) <br />10 <br />scALE:a4=r-a' <br />11 scaE:aa'=r-a' <br />scALE:3a"=r-a' (NO UPLIFT) <br />d N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />wwwsbdeslgngroup'D 'n <br />AA #: 0003325 <br />G <br />y�p� <br />Q <br />px� <br />Q <br />y3pa� <br />a <br />9 <br />a <br />9vaDiv. ea Lolc <br />ABBOTT PARK <br />LOT #8 <br />BLK #14 <br />PHASE 4C <br />PROJMT# <br />04181.04C-08141 <br />MOasr. <br />4EBB <br />"1828-CALI" <br />GARAGE aWZNG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />aw 02/07/22 <br />SCALE: 1/4"=1'-0" <br />uUMET <br />S1.1A <br />