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30' <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />I <br />STEEL REINFORCING IN GROUTED <br />�_ <br />STEEL REINFORCING IN GROUTED <br />- <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />CELL SEE PLAN FOR SIZE AND <br />�� SPACING REQUIREMENTS <br />vv <br />•�' v: <br />$-: <br />GARAGE DOOR <br />u <br />I <br />RECESS <br />Fhr <br />O "i <br />8" CMU WALL <br />8" CMU WALL <br />I r . CORNER BARS, SAME SIZE AS LARGER BAR <br />w e° <br />R G E <br />. , IN FOUNDATION WITH 30' LEG EACH <br />h y <br />- 47' <br />+- <br />WAY AT ALL CHANGES IN DIRECTIONS <br />< •��r' TOP OF SLAB <br />TOP OF SLAB <br />I ... I SO THAT THE STEEL REINF. IS CONTINUOUS <br />. ,; , <br />e <br />�^ ,—yam--, <br />• <br />� <br />MATCH AMOUNT OF CONTINUOUS BARS <br />• <br />CURB FOR <br />• <br />SEE SLAB SCHEDULE <br />' <br />j TOP OF GARAGE <br />, SEE SLAB SCHEDULE <br />I� <br />v. CONTINUOUS STEEL MONOLITHIC <br />L <br />MASONRY <br />UNITS SET <br />I <br />a <br />EXT. PORCH SLAB <br />Wl 112" ISOLATION <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER (I -STORY) <br />6" CHAMFER (2STORY) #3 18" <br />EXT. PORCH SLAB <br />W/ 1/2" ISOLATION. <br />4" CHAMFER (iSTORY) <br />r' TOOTING REINFORCEMENT SEE SCHEDULE <br />I=p, AT ELEV. <br />0 0 <br />JOINT (MERE <br />APPLICABLE) i <br />#4 24" <br />SEE SCHEDULE #5 30, <br />JOINT (WHERE <br />APPLICABLE <br />6" CHAMFER (2-STORY) <br />• i <br />4 SEE SCHEDULE <br />_LE <br />NS ARE MADE FROM FOUNDATIONS HAVING <br />WHEN TRANSITIONS <br />FOR W.D, BAR SIZE <br />Y6 36' <br />FOR W.D, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />it <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42' <br />EXTERIOR <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />6DALE:34"=1'-0' <br />2 <br />GSCALE 34"=i'-r' <br />@ ARAGE <br />CORNER BARS DETAIL <br />3 <br />DOOR OPENING <br />4 <br />SCALE: 3/4"=1'-0' <br />SCALE: 3/4"=1'-0' <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />g <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 46' <br />a8" <br />CMU <br />AND NAIL W/ 16d COMMON <br />VERIFY HEIGHT <br />NAILS, 2-ROWS, 4"O/C BTM.TEPDXY <br />S <br />04 REBAR @24" O.C. CENTER OF <br />LAP TO OCCUR OVER STUDOF WALL W/PLAN <br />SLAB <br />2x4 OR 2x6 WOOD BEARINGPROVIDE BLOCKING <br />WALL W/ SYP <br />No 2 STUDS SEE PLANS FOR <br />,� NEW REINF. BAR <br />CURE BT. PLATE TO SLAB W/ <br />SPACING. SINGLE BTM. PLATExg" WEDGE <br />SECURED W/2-PART <br />ANCHOR W/2' <br />TO BE PT. PROVIDE DBL. 70PASHER <br />yy EPDXY. MIN. EMBED <br />SET IN HIGH STRENGTH <br />PLATE <br />2" CAPPED <br />GALVANIZED PIPE <br />7 I <br />8" UNO <br />5-1/2" EMBED. MIN. 0 i0' 'Or <br />SIMPSON SPH4 OR SPFIBX <br />W/FLANGE BASE <br />=3 FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />- 4" CONC., REINF. W/ <br />SPECIFICATIONS FOR <br />ANCHORS W/ tOd x 1 12" <br />rVi <br />.r 8"x8" #10 WWM ON <br />4 <br />w I USE AND <br />-MIL POLY ETHYLENE <br />M <br />4 4 <br />PREPARATION OFM_VAPOR <br />HOLES, NOT USE 10d_ <br />. <br />BARRIER ON <br />HOLE.x <br />3' SLAB SCHEDULE <br />w <br />al� 1`0 WELL -COMPACTED <br />SECURE FLANGE TO <br />• CLEAN FILL TERMITE <br />SLAB W/(4) 114" X 2 1/4" <br />o O{• <br />[SEE <br />+- 0' <br />f <br />TREATMENT SHALL BE <br />TAPCONS <br />v <br />70P OF SLAB , <br />BORA-CARE <br />4� <br />• <br />2 CONT. #4 REBAR <br />O <br />4" CHAMFER (I -STORY) <br />a�•- <br />4 <br />f <br />6" CHAMFER (2-STORY) <br />�. <br />e (2) #5 REBAR ON CHAIRS <br />2,000 PSF VIRGIN SOILOR 95% <br />ED, EO. SEE SCHEDULE <br />12" MIN. DEPTH INTO z <br />COMPACTED SOIL <br />FOR W.D, IZE <br />VIRGIN OR ENGINEERED SOIL M <br />Q <br />AND BAR QUANTITY <br />SLAB HEIGHT LESS THAN 3'S' <br />PER PLAN <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />EXTERIOR MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />60ALE:3a"=r-a' (W/UPLIFT) <br />5 <br />6 <br />FOOTING <br />W/ BLOCK WALL <br />6CALE:&4"=,'-D' <br />1A <br />SCALE: 3/4"=1'-0' <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d COMMIX) <br />NAILS, 2-ROWS, 4" OIC BTM. <br />VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 48' <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" 01C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />2x4 OR 2x8 WOOD BEARING <br />PROVIDE BLOCKING <br />SPACING REQUIREMENTS <br />WALL W/ SYP No 2 STUDS SEE <br />2x4 OR 24 WOOD BEARING <br />PROVIDE BLOCKING <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE P7. <br />WALL W/ SYP No 2 STUDS SEE <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />SLAB N10d MASONRY <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />a <br />S <br />NAIL 12" O/C STAGGERED. <br />ADDITIONAL METAL <br />12" O/C STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />WHEN <br />CONNECTORSNOT <br />m <br />REQUIRED NO <br />UPLIFT IS PRESENT. <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />O <br />�, 8" CMU WALL <br />� <br />POURED LINTEL CONT. (TYP.) <br />SLAB SCHEDULE <br />< <br />+- <br />••"e., 8- CMU FILLED CELL (TYP.) <br />b TOP OF SLAB <br />SEE SLAB SCHEDULE <br />+ 0,-0„ <br />[SEE <br />IA /- .:� <br />2X WALL FRAMING <br />TOP OF SLAB --d--� <br />` SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS S' <br />' <br />TOP OF SLAB <br />�'a< <br />♦' � e <br />MINIMUM EMBEDMENT INTO <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />. <br />•-+-��_ <br />m ° • CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />°�•# <br />POURED MONOLITHICALLY WITH <br />4 .•..� <br />- - FOUNDATION AND SLAB <br />a' <br />• <br />SEE SCHEDULE <br />SEE SCHEDULE <br />EQ. EQ. <br />FOR WxD, 61R SIZE <br />FOR WxD, BAR 317E <br />SEE SCHEDULE <br />BAR SIZE <br />AND BAR QUANTITYFOR.., <br />/ AND BAR QUANTITY <br />SE <br />AND BAR QUANTITY <br />INTERIOR CURB <br />8 <br />FOUNDATION WOOD WALL <br />INTERIOR <br />9 <br />FOUNDATION WOOD WALL <br />SCALE:3/4"=1'-U' (NO UPLIFT) <br />COMBINED EXTERIOR MONO- <br />10 FOOTING AND COL. PAD <br />INTERIOR FRAME BRIG WALL TO <br />BLOCK WALL CONNECTION <br />SCALE:34"=1'-0 (NO UPLIFT) <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdwlgngroup.dom <br />L AA #: 0003325 <br />h <br />C <br />VVVV� <br />a <br />� <br />p <br />A <br />4 <br />Ll <br />avzinly as Loan <br />ABBOTT PARK <br />LOT #7 <br />BLK #13 <br />PnonwT* <br />04181.000-07131 <br />MODz s <br />3EEB <br />"2260—ELSTON" <br />GAXAIda 01FMCk <br />LEFT <br />PALM <br />DETAILS <br />160 MPH EXP. C <br />Of <br />L AR NO 93M <br />Dw09/21/21 <br />aCAIM 1/4"=1'-O" <br />NOW= <br />S1.1A <br />