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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />" <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />Q <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />��• <br />SPACING REQUIREMENTS <br />r c - <br />° <br />0 <br />SPACING REQUIREMENTS <br />GARAGE DOOR <br />< <br />m V <br />W <br />�� <br />W <br />a." <br />Iiv Ir <br />FM <br />RECESS <br />¢ N 2 <br />O tO <br />8' CMU WALL <br />O <br />o <br />? <br />8' CMU WALL <br />" . CORNER BARS, SAME SIZE AS LARGER BAR <br />I IN FOUNDATION WITH 30' LEG EACH <br />"I <br />W W <br />Lu =pp <br />07 <br />8" <br />TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />y <br />- TOP OF SLAB <br />tea--'-•^+c <br />MATCH AMOUNT OF CONTINUOUS BARE <br />CURB FOR <br />• <br />a <br />EXT. PORCH SLAB <br />"�,. <br />SEE SLAB SCHEDULE-. <br />BAR SIZE 48 BAR DIA. <br />4• CHAMFER (1-STORY)- <br />VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />"I.° <br />., I ,I <br />o CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />'�j <br />7;0. <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/ 1/2' IS• <br />JOINT (WHERE • • <br />B- CHAMFER (2-STORY) #3 18' <br />#4 24• <br />EXT. PORCH SLAB <br />W/ 1/2' ISOLATION <br />4' CHAMFER (1 STORY) <br />6' CHAMFER (2-STORY) <br />- ° <br />.: <br />0'-0' <br />APPLICABLE) Z <br />SEE SCHEDULE #5 30, <br />JOINT (WHERE <br />APPLICABLE) <br />Z <br />�• SEE SCHEDULE <br />• • <br />a. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WXD, BAR SIZE <br />#8 38' <br />f <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />iN <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42' <br />N <br />EXTERIOR <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 SCALE:3/4'=1'-0' <br />2) <br />@ GARAGE SCALE:3/4'=P-0' <br />3 CORNER BARS DETAIL <br />DOOR OPENING <br />O <br />SCALE: 3/4'=1'-0' <br />SCALE: 3/4'=1'-0' <br />LAP TOP PLATE A MIN. OF 48' <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 18d COMMON <br />AND NAIL W/ 16d COMMON <br />VERIFY HEIGHT <br />NAILS, 2-ROWS, 4' O/C BTM. GHT <br />NAILS, 2-ROWS, 4.0/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />LAP TO OCCUR OVER STUD <br />OF WALL PLAN <br />W <br />p a I <br />2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2xe WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PROVIDE BLOCKING <br />5,0 <br />W NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />Q SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE <br />BTM. PLATE TO BE PT. <br />2' CAPPED <br />S <br />a I EPDXY, MIN. EMBED <br />1/2'x8' WEDGE ANCHOR W/ 2' <br />TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />GALVANIZED PIPE <br />Q 8', ONO <br />PLATE <br />EPDXY 5-1/2' EMBED. MIN. ®16' OC <br />SLAB W/10d MASONRY <br />W/FLANGE 0 BASE <br />Q O FOLLOW ALL MANF. <br />_ ¢ SPECIFICATIONS FOR <br />SIMPSON SPH4 OR SPHB MAX <br />NAIL 16. O/C STAGGERED. <br />ADDITIONAL METAL <br />N I <br />USEAND <br />BTM AND TOP PLATE <br />CONNECTORS NOT <br />I=- PREPARATION OF <br />ANCHORS W/ x 1 1/2'ALL <br />REQUIRED WHEN NO <br />m HOLE. <br />S <br />COMMON NAILS FILL ALL rn <br />UPLIFT IS PRESENT. <br />Z ¢ <br />HOLES, DO NOT USE 10d w <br />W <br />SECURE FLANGE TO <br />SLAB W/(4) 1/4' X 2 1/4' <br />x 3' 2 SEE SLAB SCHEDULE <br />¢ <br />¢ <br />r <br />¢ <br />SEE SLAB SCHEDULE <br />TAPCONS <br />QNO <br />+ d Q <br />.P <br />OP O <br />TF SLAB _� .. ; ; <br />TOP OF SLAB <br />4' CHAMFER (I -STORY) <br />6' CHAMFER (2-STORY) <br />•: 4_ <br />4. 1,11°-- <br />• a. <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />%INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />5 <br />6 <br />SCALE: 3/4'=1'-0' (�//UPLIFT) <br />8 6CALE: 3/4'=1'-0• <br />(NO UPLIFT) <br />SCALE: 3/4'=1'-0' <br />SCALE: 3�4'=1'-0' <br />LAP TOP PLATE A MIN. OF 48" ---�� <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 />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />Z <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SVP No 2 STUDS SEE <br />< <br />PLANS FOR FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />6LAS WEMASONRY NAIL <br />F- <br />¢ .-. <br />Q W <br />m <br />16' O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />4 y <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />x 0. <br />8'CMU WALL <br />UPLIFT IS PRESENT. <br />Z <br />, TOP OF SLAB <br />SEE SLAB SCHEDULEIy-�_ <br />Z <br />SEE SLAB SCHEDULE <br />tTOP 0'-0' <br />OF SLAB <br />a• <br />Z <br />- <br />'ISOLATED' COLUMN PAD <br />a • CENTERED UNDER WALL AND <br />" <br />POURED MONOLITHICALLY WITH <br />a -� #- <br />• <br />-- - FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />..--= <br />. <br />FOR WXD, BAR SIZE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />x AND BAR QUANTITY <br />COMBINED EXTERIOR MONO - <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />10 <br />`7 SCALE: <br />wv=1'-0' (NO UPLIFT) <br />SCALE: 314".V-0' <br />1441 N. RONALD REAGAN 8L <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />'1 <br />T <br />C <br />ii <br />d <br />wp <br />jyh� <br />r <br />p <br />D <br />ll� <br />J�j <br />0 <br />gounDiv. a 7,07.1 <br />ABBOTT PARK <br />LOT #21 <br />BLK #8 <br />PROJECT# <br />04181.000-21081 <br />MODEU <br />4EWB <br />"1499-FREEPORT" <br />GARAGE DWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />%160 MPH EXP. C <br />