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30° <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />Z <br />STEEL REINFORCING IN GROUTED <br />1 <br />_ <br />STEEL REINFORCING IN GROUTED <br />�. <br />— <br />CELL SEE PLAN FOR SIZE AND <br />¢ n. <br />CELL SEE PLAN FOR SIZE AND <br />v <br />a <br />SPACING REQUIREMENTS <br />> <br />SPACING REQUIREMENTS° <br />GARAGE DOOR <br />w <br />m V w <br />14Tom'... <br />RECESS <br />v FM ' <br />�U <br />J <br />�a 4..�°e <br />rn <br />trl <br />7 <br />can i <br />8' CMU WALL <br />O <br />8' CMU WALL <br />I ° CORNER BARS, SAME SIZE AS LARGER BAR <br />wLuZ <br />0'-0' <br />IN FOUNDATION WITH 30'LEG EACH <br />"1 d IN <br />olTOP <br />r OF SLAB <br />TOP OF SLAB <br />WAY AT ALL CHANGES DIRECTIONS <br />... - SO THAT THE STEEL REINF. IS CONTINUOUS <br />~~ <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURBFOR <br />' - <br />e <br />EXT. PORCH SLAB <br />W/ ISOLATION <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4' CHAMFER (1-STORY) <br />18' <br />: <br />_ <br />EXi. PORCH SLAB <br />(-1 VARIES �. <br />9EE SLAB SCHEDULE TOP OF OARAGEP <br />4- CHAMFER STORY) <br />o (� <br />LL <br />° o. CONTINUOUS STEEL MONOLITHIC <br />.v FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />�;p> AT ELEV: <br />1/2' <br />JOINT (WHERE i i <br />6' CHAMFER (2-STORY) <br />#4 24' <br />W/ 1/2' ISOLATION <br />(1 <br />e' CHAMFER (2-STORY) <br />> <br />APPLICABLE) Z - <br />SEE SCHEDULE #5 30' <br />JOINT (WHERE • i <br />O'LICABLE) Z 4. <br />EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i <br />FOR WXD, BAR SIZE 1. <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />iv <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (1e.2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42 <br />EXTERIOR MONO -FOOTING <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />SCALE: 3/4•=1'-0' <br />U,2_'�EXTERIOR@ GARAGE SCALE: 3l4'=V-0' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />4 <br />SCALE: 3l4':1'-0' <br />SCALE: 3/4'=1'-0' <br />? <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />U <br />POURED CELL <br />¢ , <br />p a <br />8' CMU <br />LAP TOP PLATE A MIN. OF 48- ---�,� <br />¢ U <br />AND NAIL W/ 16d COMMON <br />REBAR 024. O.C. 11 CENTER OF <br />VERIFY HEIGHT <br />CST <br />we g <br />SLAB <br />LAP TOOC OCCUR OVER D OF WALL W/ PLAN <br />Zae zs <br />w <br />20 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />"a O ' O <br />I-5' <br />p (L I <br />WALL W/ SYP <br />~ U <br />I I <br />ul <br />a <br />No 2 STUDS SEE PLANFOR <br />SECURE BT. PLATE TO SLAB W/ <br />GALVANIZED PIPE <br />9EC REID W/B2- PART <br />g <br />SPACING. SINGLE BTM. PLATE <br />1/2'z9' WEDGE ANCHOR W/ 2' <br />W/FLANGE ® BASE <br />a I EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />• <br />J E 8', UNO <br />J — <br />PLATE <br />EPDXY 5-1/2' EMBED. MIN, 0 16' OC <br />4' CONC., REINF. W/ <br />¢ Q FOLLOW ALL MANE. <br />= tt SPECIFICATIONS FOR <br />SIMPSON SPH4 OR SPH6 MAX. <br />^ <br />1 6'x6' #10W W M ON <br />to ¢ I <br />= m USE AND <br />BTM AND TOP PLATE <br />ANCHORS W/ 10d x 1 1M2' <br />y <br />6-MIL POLY ETHYLENE <br />SECURE FLANGE TO1 <br />F PREPARATION OF <br />COMMON NAILS FILL ALL <br />w ¢ <br />,_0. VAPOR BARRIER ON <br />SLAB W/(4) 1/4' X 2 1/4' <br />HOLE. <br />Z ¢ HOLE. <br />HOLES, DO NOT USE 10d w <br />> <br />• WELL -COMPACTED <br />TAPCONS <br />u� <br />x3' 2 SEE SLAB SCHEDULE <br />CLEAN FILL TERMITE <br />111 TREATMENT SHALL BE <br />8 O}- <br />¢ <br />¢ <br />{ <br />BORA-CARE <br />Q <br />I <br />,P4 <br />TOP OF SLAB <br />—� <br />(2) CONT. #4 REBAR <br />•; <br />• i <br />6- CHAMFER (2-STORY) <br />4.� <br />e <br />iI ' (2) #5 REBAR ON CHAIRS <br />Z 2 <br />12' MIN. DEPTH INTO w <br />2,000 PSF VIRGIN SOIL OR 95% <br />EQ. EQ. <br />� <br />VIRGIN OR ENGINEERED SOIL > <br />COMPACTED SOIL <br />SEE SCHEDULE <br />SLAB HEIGHT LESS THAN T-6' c9 OU <br />PER PLAN <br />FOR WXD, BAR SIZE <br />I <br />5 <br />ADDING BAR TO <br />AND BAR QUANTITY <br />EXTERIOR <br />MONO DEEP <br />BQALE:34="°' <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />FOOTING W/ BLOCK WALL <br />SCALE:34'=1'-0' <br />BQALE:34'=''-°' <br />1 A <br />(W/UPLIFT) <br />SCALE: 3/4'=1'-0' <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d COMMON <br />LAP TOP PLATE A MIN. OF 48' <br />--�� <br />NAILS, 2-ROWS, 4' 0/C BTM. <br />VERIFY HEIGHT <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />NAILS, 2-ROWS, 4' O!C BTM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />$ <br />PLANS FOR SPACING. SINGLE <br />WALL W/ SYP No 2 STUDS SEE <br />Q <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />O } <br />C <br />SLAB W/10I MASONRY <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />m w <br />NAIL I O/C STAGGERED. <br />ADDITIONAL METAL <br />18' O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />d <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />0 rn 8' CMU WALL <br />w UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />? <br />POURED LINTEL CONT. (TVP.) <br />.0'-0 <br />TOP OF S <br />8' CMU FILLED CELL (TYP.) <br />¢ SEE SLAB SCHEDULE <br />Q <br />SEE SLAB SCHEDULE <br />- <br />2X WALL FRAMING <br />+- 0'-0' <br />SEE SLAB SCHEDULE <br />1/2' DIA. SIMPSON STB2 BOLTS 5' <br />TOP OF SLAB <br />-=AND <br />+- 0'-0' <br />Z Z o <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />a • <br />'ISOLATED' COLUMN PAD <br />GROUTED CELL, 4• FROM ENDS AND <br />.. <br />CENTERED UNDER WALL AND <br />16.O.C. VERTICALLY MAX <br />�•FOUNDATION <br />POURED MONOLITHICALLY WITH <br />AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />.ULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />NTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR CURB <br />FOUNDATION WOOD WALL <br />INTERIOR <br />FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION3/4'=,'.°• <br />o <br />(NO UPLIFT) <br />SCALE: 3/4'=1'-0' <br />S <br />1 1 SCALE: 3�4'=1'-0' <br />li N. RONALD REAGAN 8L <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX: 407-774.4078 <br />www,abdosigngmup.com <br />AA #: 0003325 <br />�j <br />mumm a roar <br />ABBOTT PARK <br />LOT #33 <br />BLK # 12 <br />0 18 00o-33121 <br />HOa�ie <br />4EAB <br />"1672— ARIA" <br />GARAGM 0WM0: <br />RIGHT <br />PAd3: <br />DETAILS <br />160 MPH EXP. C <br />