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MIN. EACH WAY <br />MONOLITHIC FOOTING <br />• p <br />STEEL REINFORCING IN GROUTED <br />i_ <br />STEEL REINFORCING IN GROUTED <br />••' <br />CELL SEE PLAN FOR SIZE AND <br />CELL SEE PLAN FOR SIZE AND�.•o. <br />- ; <br />on <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />. r— <br />..(��ii <br />�j •:'�.- <br />GARAGE DOOR <br />a �' <br />u� <br />• <br />p <br />�FM <br />RECESS <br />• - <br />y� <br />m <br />10 <br />8" CMU WALL <br />"8CMU WALLS <br />. CORNER BARS, SAME SIZE AS LARGER BAR <br />� <br />d <br />� <br />� IN FOUNDATION WITH 30" LEG EACH <br />• <br />w <br />- TOP OF SLAB <br />TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />- �._r..— <br />_ MATCH AMOUNT OF CONTINUOUS BARS <br />••I • <br />CURB FOR <br />• .{ - <br />• a' <br />EXT. PORCH SLAB <br />,• . <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1STORY) <br />-. #3 16, <br />:�—• <br />_ <br />EXT PORCH SLAB <br />Il. <br />1 1 a <br />-VAR S <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER <br />I� <br />LL <br />'"a. CONTINUOUS STEEL MONOLITHIC <br />• FOOTING REINFORCEMENT SEE SCHEDULE <br />N <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/ 1/2' ISOLATION <br />JOINT (WHERE d <br />6' CHAMFER (2STORY) <br />•'� #q 2q <br />Wl 1YI' ISOLATION <br />(1STORY) <br />6' CHAMFER (2-STORY) <br />0-(p <br />APPLICABLE) i <br />SEE SCHEDULE #5 30" <br />JOINT (WHERE •; . <br />APPLICABLE) A. <br />SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />$ <br />FOR MD, BAR SIZE <br />#6 36" <br />z <br />1 <br />FOR MD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />Z <br />AND BAR QUANTITY <br />h <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 <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />1 <br />SCALE:3/4"=1'O <br />� <br />L <br />GARAGE <br />SCALE:3/4",'�' <br />CORNER BARS DETAIL <br />3 <br />DOOR OPENING <br />4 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3l4"=1'-0" <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />w <br />POURED CELL <br />o <br />8" CMU <br />LAP TOP PLATE A MIN. OF 46' <br />AND NAIL W/16d COMMON <br />5 <br />#4 REBAR @24" O.C. @ CENTER OF <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />SLAB <br />LAP TO OCCUR OVER STUD <br />OF WALL W/PLAN <br />i e <br />z <br />- <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/SVP <br />o NEW REINF. BAR <br />SECURED W/ 2- PART <br />No 2 STUDS SEE PLANS FOR <br />SPACING. SINGIE BTM. PLATE <br />SECURE BT. PLATE TO SLAB W/ <br />V2"19" WEDGE ANCHOR W/ Z' <br />' <br />2' CAPPED <br />EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. 70P <br />WASHER SET IN HIGH STRENGTH <br />�'_ 4• <br />GALVANIZED PIPE <br />d 8", UNO <br />i Q FOLLOW ALL MANF. <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. @ 16" OC <br />! ¢ <br />WIFLANGE BASE <br />® <br />h SPECIFICATIONS FOR <br />SIMPSON SPH4 OR SPH6 <br />MAX <br />h I 4" CONC., REINF. W/ <br />USE AND <br />I <br />BTM AND TOP PLATE <br />M1 - 1 k6' #10 W WM ON <br />PREPARATION OF <br />g <br />ANCHORS W/ 10d x 1 17' <br />POLY ETHYLENE <br />VAPOR BARRIER ON <br />VAPOR <br />n <br />4 4 HOLE. <br />COMMON NAILS FILL ALL <br />1a <br />�'I <br />HOLES, DO NOT USE 10tl <br />z <br />� ' WELL -COMPACTED <br />SECURE FLANGE TO <br />x 3" p <br />SEE SLAB SCHEDULE <br />JI CLEAN FILL TERMITE <br />SLAB W/(4) 1/4" X 21/4" <br />g } <br />TREATMENT SHALL BE <br />TAPCONS <br />41' u BORA-CARE <br />TOP OF SLAB • <br />(2) CONT. #4 REBAR <br /><tl• <br />4" CHAMFER (1STORY) <br />' ' ~ <br />f <br />I' <br />6'CHAMFER(2STORY)a,�- <br />. � ' (2) #5 REBAR ON CHAIRS <br />,`L <br />2,000 PSF VIRGIN SOIL OR 95-A <br />12' MIN. DEPTH INTO <br />VIRGIN OR ENGINEERED SOIL <br />_z rc <br />g ? COMPACTED SOIL <br />U <br />EQ. EQ. <br />SEE SCHEDUL <br />FORMD BAR SIZE <br />SLAB HEIGHT LESS THAN 3'S' <br />pER PLAN <br />ADDING BAR TO <br />AND BAR QUANTITY <br />EXTERIOR MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />C <br />sfgo_���L <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, V O/C BTM. <br />VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 46' <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />LAP TO OCCUR OVER STUD <br />2x4 OR 2x6 WOOD BEARING <br />OF WALL W/ PLAN <br />PROVIDE BLOCKING <br />SPACING REQUIREMENTS <br />BTM. PLATE TO BE PT. <br />WALL W/ SYP No 2 STUDS SEE <br />s <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />o <br />SLAB W/10d MASONRY <br />SLAB W/10d MASONRY NAIL <br />NAIL 16" O/C STAGGERED. <br />ADDITIONAL METAL <br />PROVIDE DBL. TOP PLATE <br />16' O/C STAGGERED. <br />Y <br />u <br />CONNECTORS NOT <br />ADDITIONAL METAL <br />0.. <br />REQUIRED WHEN NO <br />CONNECTORS NOT <br />RED UIRED WHEN NO <br />8"CMU WALL <br />UPLIFT IS PRESENT, <br />UPLIFT IS PRESENT. <br />i <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />TOP OF SLABa• <br />LATED" COLUMN PAD <br />b NTERED UNDER WALL AND <br />F <br />URED MONOLITHICALLY WITH <br />NDATION AND SLAB <br />! <br />..4• <br />LE <br />1SEE <br />SCHEDULE <br />SIZE <br />J <br />EQ. EQ. <br />FOR BAR SIZE <br />./ AND BAR QUANTITY <br />SEE SCHEDULE <br />FOR W. BAR SIZE <br />AND BAR QUANTITY <br />BAR <br />/AL <br />AND BAR <br />COMBINED EXTERIOR MONO - <br />. INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION <br />9 SCALE 3/4"=,'-D" <br />WOOD WALL <br />FOOTING AND COL. PAD <br />10 SCALE: 3/4"=1'-0" <br />6DALE: 3/4"=,'.�' <br />(NO UPLIFT) <br />: <br />(NO UPLIFT) <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407.774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />L AA d: 0003325 <br />9 <br />9vHDiv ae LOT: <br />ABBOTT PARK <br />LOT# 15 <br />BLK. 11 <br />PROJffiCT� <br />04181.000-15111 <br />MODEL• <br />4EWB <br />"1499-FREEPORT" <br />GARAGE EWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />