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MIN EACH WAY <br />MONOLITHIC FOOTING <br />7- � <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />• — <br />° <br />�• • .e <br />CELL SEE PLAN FOR SIZE AND <br />S CELL SEE PLAN FOR SIZE AND <br />.. D . <br />• <br />� SPACING REQUIREMENTS <br />d � SPACING REQUIREMENTS <br />�• <br />6 <br />a <br />_ <br />,e,_ <br />1 <br />GARAGE DOOR <br />y� <br />'r{—'�' ,. <br />• <br />RECESS <br />y <br />ff FM <br />•, <br />y 8" CMU WALL <br />b <br />8" CMU WALL <br />• CORNER BARS, SAME SIZE AS LARGER BAR <br />r 'LEG <br />u� <br />0 <br />IN FOUNDATIOTH 3aEACH <br />1 N WI <br />TOP OF SLAB <br />WAY A7 ALL CHANGES IN DIRECTIONS <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />TOP OF SLAB <br />— <br />.--.r-.. • <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I • I�' <br />URB FOR <br />i ° <br />SEE SLAB SCHEDULE <br />- VA IES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />sUAW <br />. I <br />If CONTINUOUS STEEL MONOLITHIC <br />MASONRY <br />UNITS SET <br />BAR SIZE 48 BAR DIAL <br />EXT. PORCH SLAB 4" CHAMFER (1STORY) <br />A'.,• <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />�b, AT ELEV. <br />W/ 1/2" ISOLATIOI4 8" CHAMFER (2-STORY) #3 1B' <br />JOINT (WHERE • • #4 24' <br />EXT. PORCH SLABCHAMFER (I -STORY) <br />W/ 1/2" ISOLATIONCHAMFER (2-STORY) <br />APPLICABLE) sEE scHEaAE <br />z #5 3a' <br />JOINT(MERE <br />E SCHEIX E <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FORW BAR SIZE <br />#6 36' <br />APPLICABLE) <br />)Yw,a, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />SBAROUAN IW <br />h <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 GARAGE <br />2 <br />CORNER BARS DETAIL <br />DOOR OPENING <br />scALE:34'=r-a' <br />scALE:34"=r-a' <br />@ GARAGE <br />3 <br />4 <br />SCALE: <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />9 POURED CELL <br />8" CMU <br />`ag <br />7 #4 REBAR @24" 0, C @ CENTER OF <br />LAP PLATE A MIN. OF 48' <br />$ SLAB <br />AND NAIL W! 18d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />S z_ rc <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />a s� <br />v0 <br />NEW REINF. BAR <br />2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />WALL W/SVP <br />No 2 STUDS SEE PLANS FOR <br />W i SECURED Wl 2- PART <br />SPACING. SINGLE BTM. PLATE SECURE BT. PLATE TO SLAB W <br />• . a• <br />2" CAPPED <br />EPDXY. MIN. EMBED <br />I <br />TO BE PT. PROVIDE DBL. TOP 1/2"x9" WEDGE ANCHOR W/ 2' <br />4 <br />$ 8 % UNO <br />PLATE WASHER SET IN HIGH STRENGTH <br />H . I 4" CONC., REINF. W/ <br />GALVANIZED PIPE <br />M Y 5-1/2" EMBED. MIN. i6" W <br />VN6" #10 WWM ON <br />W/FLANGE BASE <br />�� SPECOIFICATIO^NS FOR <br />SIMPSON SPH4 OR SPH6 <br />6-MIL POLY ETHYLENE <br />i USE AND <br />I <br />BTM AND 70P PLATE <br />" VAPOR BARRIER ON <br />4 <br />$ PREPARATION OFjr <br />YI B • I•I 1`P WELL -COMPACTED <br />g r <br />HOLE. <br />COMMON NAILS FILL ALL <br />... CLEAN FILL TERMITE <br />HOLES, DO NOT USE 10d y <br />ij <br />, TREATMENT SHALL BE <br />SECURE FLANGE TO <br />x 3 SLAB SCHEDULE <br />a BORA-CARE <br />SLAB W/(4) 1/4" X 2 1/4" <br />o <br />!j ~, <br />TAPCONS <br />01 PO <br />(2) CONT. #4 REBAR <br />.P� <br />[SEE <br />} 0 <br />TOP OF SLAB <br />F <br />c <br />4" CHAMFER II-STORY) <br />(2) #5 REAR ON CHAIRS <br />6" CHAMFER (2-STORY) <br />2,000 PST VIRGIN SOIL OR BS%• <br />12" MIN. DEPTH INTO rc <br />VIRGIN OR ENGINEERED SOIL Y COMPACTEDSOIL <br />a : �.• <br />SLAB HEIGHT LESS THAN 3'8" PERFUN <br />Ea. EQ. SEE SCHEn <br />FOR SIW <br />EXTERIOR MONO DEEP <br />ADDING BAR TO <br />AIR WA Nfi <br />AW BSAR tt <br />FOOTING W/ BLOCK WALL <br />IF\ SCALE: 3/4"=1'-a' <br />F BOLLARD <br />SCALE <br />(� MONOLITHIC FOUNDATION <br />" SCALE: 3/4"=T-0" <br />. INTERIOR CURB FOUNDATION WOOD WALL <br />SCALE: 3/4''=1'-a' (W/ UPLIFT) <br />3l4"=1'-a' <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <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 />AND NAIL W! t6d COMMON <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZEAND <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />NAILS, 2-ROWS, 4"O/C BTM. <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />WALL W/ SVP No 2 STUDS SEE <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT, <br />WALL W/ SYP No 2 STUDS SEE <br />z <br />2 _ <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATETO <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. SECURE BT. PLATE TO <br />6 <br />SLAB W/10d MASONRY <br />PROVIDE DBL. TOP PLATE SLAB W/1 Od MASONRY NAIL <br />NAIL 12" O/C STAGGERED. <br />12" O/C STAGGERED. <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />•+ <br />CONNECTORS NOT <br />CONNECTORS NOT <br />8" CMU WALL <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />POURED LINTEL CONT. (TYP.) <br />UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />Y +-0'-0","•�� <br />Is <br />8" CMU FILLED CELL(TYP.) <br />b I�' TOP OF <br />��� •—" <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />SEE BLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS 5" <br />TOP OF SLAB <br />Y <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4' FROM ENDS AND <br />TOP OF SLAB . e• <br />"ISOLATED" COLUMN PAD <br />• <br />-. <br />a . ER WALL AND <br />b <br />18" O.C. VERTICALLY MAX <br />• —o <br />• <br />POURED MONO <br />POURED MONOLITHICALLYWITH <br />a '•.' <br />T— �— FOUNDATION AND SLAB <br />. .A:•�.• <br />,� <br />..4 <br />SEE EIXLE <br />SEE SC <br />BARS <br />' BAR SUE <br />BARS <br />FOR WQI, BAR SIZE <br />�/ AMFZ' BAR WANlItt <br />AM BAR <br />EO. EQ. SEE SCNEIXAE <br />C AND BAR C.WNfItt <br />,AL <br />FOR I , BAR SIZE <br />AWSARWANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />��INTERIOR CURB FOUNDATION WOOD WALL <br />n INTERIOR FOUNDATION WOOD WALL <br />9 SCALE: 3/4"=1'-a' (NO UPLIFT) <br />10 FOOTING AND COL. PAD <br />SCALE: 3/4"=1'-a' <br />11 BLOCK WALL CONNECTION <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=V-a' <br />(NO UPLIFT) <br />d N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.ebdesigngroup.mm <br />AA #: 0003325 <br />m� <br />i <br />Z <br />FID <br />m <br />Fii <br />S <br />O <br />SUIRDIV. & LAT <br />ABBOTT PARK <br />LOT #13 <br />BLK #14 <br />PHASE 4CC7 PLlOJSTN <br />04181.04C-13141 <br />MODMIA <br />4EBB <br />"1828-CALI" <br />GARAGZ SVnN :: <br />LEFT <br />PACTS: <br />DETAILS <br />160 MPH EXP. C <br />r_ <br />Ra" X ABOJIMA A <br />L AR NO 93723 A <br />DA 02/08/22 <br />MCAL•S: 1/4"=1'-0" <br />wltSST <br />S1.1A <br />