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3D' <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />t <br />• p <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />•. <br />CELL SEE PLAN FOR SIZE AND <br />! CELL SEE PLAN FOR SIZE AND• <br />SPACING REQUIREMENTS <br />R , .•.'o, . <br />s-- <br />^ SPACING REQUIREMENTS <br />}I <br />GARAGE DOOR <br />RECESS <br />FM... <br />J <br />0 "( <br />8" CMU WALL <br />8"CMU WALL <br />I� .� CORNER BARS, SAME SIZE AS LARGER BAR <br />b <br />b- <br />IN FOUNDATION WITH 30"LEG EACH <br />wy <br />, <br />+ 0-0' <br />S, <br />WAY AT ALL CHANGES IN DIRECTIONS <br />TOP OF SLAB <br />TOP OF SLAB <br />I ... •j SO THAT THE STEEL REINF. IS CONTINUOUS <br />40 <br />I MATCH AMOUNT OF CONTINUOUS BARS <br />•I <br />?k CURB FOR <br />a SEE SLAB SCHEDULE <br />a ° BAR SIZE 48 BAR DIA <br />EXT. PORCH SLAB 4" CHAMFER (1STORY) <br />- VARI <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />EXT. PORCH SLAB <br />. (•I ILL <br />•"a. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />;p _ AT ELEV: <br />W/ tYZ' ISOLATION #3 18" <br />' 6" CHAMFER (2STORY) <br />JOINT (WHERE • • • #4 24" <br />I. " .: 4" CHAMFER (1STORY) <br />W/ 1/7' ISOLATION {� 6" CHAMFER (2-STORY) <br />.. <br />\iE/ <br />APPLICABLE) i SEE SCHEDULE #5 30" <br />JOINT (WHERE •, S.0 <br />APPLICABLE) 4 SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR MD, BAR SIZE <br />#8 36" <br />i FOR MD. BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />}, AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS(ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 47' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 SCALE:3/4"=1' T <br />2 SCALE 34" 1'-0 <br />CORNER BARS DETAIL <br />DOOR OPENING <br />@ GARAGE <br />4 <br />SCALE: 3/4"=1'-O' <br />SCALE: 3/4"=T-0" <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />s w POURED CELL <br />LAP TOP PLATE A MIN. OF 48" <br />< B"CMU <br />ON <br />Sy <br />NAIILLS, 2I ROWS, 4" O CMBTM. VERIFY HEIGHT <br />m g #4 REBAR �24" O.C. CENTER OF <br />LAP TO OCCUR OVER STUD OF WALL W/PLAN <br />! SLAB <br />0 <br />2.4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/SYP <br />x'O I <br />GALVANEZED PIPE <br />I NEW REINF. BAR <br />SPACING. SECURE BT. PLATE TO SLAB W/ <br />W/FlANGE ®BASE <br />m SECURED W/ 2- PART <br />gg <br />1/2'k9" WEDGE ANCHOR W/7' <br />PROVIDE <br />TO BE PT. PROVIDE OBL. TOP <br />E OBL. TOP <br />PLATE WASHER SET IN HIGH STRENGTH <br />' <br />PEMBED <br />9 I EOXY. MIN. <br />EPDXY 5-1/2" EMBED. MIN. @ 16' OC <br />M <br />8", <br />o <br />SIMPSON SPH4 OR SPH6 MAX. <br />.'°• <br />FOLLOW ALL MANF. <br />FOLLOW <br />a <br />BTM AND TOP PLATE <br />N, I '• 4" CONC., REINF. W/ <br />S CURE <br />x SPECIFICATIONS FOR <br />E AND <br />ANCHORS W/ 10d x 1 17 <br />k6" #10 WWM ON <br />gl,gg W/ q� qGX 2�q„ <br />O ! PREPARATION OF <br />COMMON NAILS FILL ALL <br />6-MIL POLY ETHYLENE <br />TAPCONS <br />0 4" 4'• HOLE. <br />HOLES, DO NOT USE 10d <br />u " VAPOR BARRIER ONv <br />s • 1a WELL -COMPACTED <br />TED <br />WELL-COMPACTED <br />R <br />x 3" SEE SLAB SCHEDULE <br />T .. CLEAN FILL <br />o O't <br />+-0'-0" <br />TREATMENT SHALL BE <br />°'' 'Z' <br />TOP OF SLAB <br />°S' u BORA-CARE <br />C� <br />(2) CONT. #4 REBAR <br />4" CHAMFER (1STORY) <br />`a <br />1 <br />6" CHAMFER (2-STORY) <br />° <br />(2) #5 REBAR ON CHAIRS <br />•i i�f <br />2,000 PSF VIRGIN SOIL OR 95% <br />EO EQ bEESCHEDULE <br />17' MIN. DEPTH INTO <br />VIRGIN OR ENGINEERED SOIL M COMPACTED SOIL <br />BOLLARD <br />FOR WAD, BAR SIZE <br />AND BAR QUANTITY <br />SLAB HEIGHT LESS THAN 3E" <br />5 <br />PER PLAN <br />BQALE: 3/4"=,'-0" <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />EXTERIOR MONO DEEP <br />MONOLITHIC FOUNDATION <br />SCALE: 3/4"=1'0 <br />(W/UPLIFT) <br />6 SCALE: 3l4"=1'-0" <br />FOOTING W/ BLOCK WALL <br />1 A <br />SCALE: 3/4'=l'-(P' <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" OC BTM. VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 48' <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />AND NAIL W/ 16d COMMON VERIFY HEIGHT <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />NAILS, 2-ROWS, 4" OC BTM. <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />WALL W/SYP No Z STUDS SEE <br />2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />PLANS FOR SPACING, SINGLE <br />BTM. PLATE TO BE PT. <br />WALL W/ SYP No 2 STUDS SEE <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />SLAB WlIOd MASONRY <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. SECURE BT. PLATE TO <br />^ <br />NAIL 16" O/C STAGGERED. <br />ADDITIONAL METAL <br />PROVIDE DBL. TOP PLATE SLAB W0d MASONRY NAIL <br />. <br />16" O/C STAGGERED. <br />CONNECTORS NOT <br />ADDITIONAL METAL <br />O <br />! J <br />REQUIRED WHEN NO <br />CONNECTORS NOT <br />0 w <br />UPLIFT IS PRESENT, <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />8" CMU WALL <br />� <br />POURED LINTEL CONT. (TYP.) <br />SCHEDULEi <br />8"CMU FILLED CELL (TYP.) <br />�-�--�'-•—�� . TOP OF SLAB <br />SEE SLAB SCHEDULE <br />[SEESLAB <br />+-0'-0" <br />2XWALLFRAMING <br />TOP OF SLAB ' <br />�'...:e <br />+- 0'-0' <br />.I...��r—�' <br />SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON ST82 BOLTS 5" <br />a <br />TOP OF SLAB <br />♦' <br />MINIMUM EMBEDMENT INTO <br />4 ' 4_ . •_°' <br />• <br />= g "ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />• <br />• <br />f, ° a CENTERED UNDER WALL AND <br />le' O.C. VERTICALLY MAX <br />°••! <br />T•� POURED MONOLITHICALLY WITH <br />a <br />„ — FOUNDATION AND SLAB <br />• s <br />SEE SCHEDULE <br />6EE SCHEDULE <br />EQ. EQ, SEE SCHEDULE <br />FOR WAD, BAR SIZE <br />C AND BAR QUANTITY <br />FOR Wx0, BAR SIZE <br />FOR WAD, BAR SIZE <br />AND BAR QUANTITY <br />I <br />AND BAR QUANTITY <br />INTERIOR CURB FOUNDATION WOOD WALL <br />Q INTERIOR FOUNDATION WOOD WALL <br />`� SCALE:3"4 T-a• (NO UPLIFT) <br />COMBINED EXTERIOR MONO- <br />FOOTING AND COL. PAD <br />10 <br />INTERIOR FRAME BRIGWALL TO <br />BLOCK WALL CONNECTION <br />V SCALE:3/4'=1'-0" <br />(NO UPLIFT) <br />SCALE: 3/4"=1'-0" <br />11 SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BL <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />Nu <br />9 <br />H <br />W <br />x <br />0 <br />BVHDIV. Ac LOT <br />ABBOTT PARK <br />LOT #26 <br />BLK. #12 <br />PROJECTiy <br />04181.000-26121 <br />MODEic <br />3EEB <br />"2260-ELSTON" <br />GARAGE BlrMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH <br />