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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />} <br />Z <br />STEEL REINFORCING IN GROUTED <br />.-. <br />STEEL REINFORCING IN GROUTED <br />a <br />CELL SEE PLAN FOR SIZE AND <br />Q d <br />} <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />1 - ° <br />- <br />O <br />SPACING REQUIREMENTS <br />� G <br />o <br />¢ <br />w <br />/n <br />w <br />w <br />U <br />U <br />a <br />/ <br />K <br />v <br />FM <br />°' <br />O Z <br />8"CMU WALL <br />O <br />8"CMU WALL <br />° �CORNER E SIZE AS ER BAR <br />O <br />sc�, <br />Z <br />FOUNDAT ON WITI <br />H 30" LEG EACH N <br />+-0'-0" <br />-8 ITT ,J WAY AT ALL CHANGES IN DIRECTIONS <br />SLAB <br />TOP OF SLAB <br />° - TOP OF SLAB <br />I ..° -I SO THAT THE STEEL REINF. IS CONTINUOUS <br />If <br />MATCH AMOUNT OF CONTINUOUS BARS <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />CHAMFER (1 STORY) '•EXT. <br />PORCH SLABER <br />-VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />7AND <br />°.. IlLL <br />vCONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />J01/2' IOLATION <br />(WHERE <br />gANDBARQUANTITY <br />CHAMFER (2-STORY) <br />#q 24„ <br />W/12'ISOLATIONER(2-STORY) <br />(1STORV)JOINT <br />APPLICABLE) i <br />SCHEDULE 30" <br />JOINT(WHERE <br />APPLICABLE) <br />Z <br />•DULE#5 <br />cWHEN <br />TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />WXD, BAR SIZE 36„ <br />06 <br />AR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#T 42" <br />NANTITY <br />' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />1 SCALE:3/4"=1'-a' <br />n <br />2 <br />GARAGE scALE:34"=r-a <br />CORNER BARS DETAIL <br />3 <br />SCALE. 3/4"=1'-a' <br />LAP TOP PLATE A MIN. OF 46' <br />GARAGE DOOR <br />AND NAIL W/ iEtl COMMON <br />RECESS <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />g j <br />N W & <br />w <br />2x4 OR 2x6 WOOD BARING PROVIDE BLOCKING <br />WALL W/ SYP <br />W U <br />U) fq <br />w <br />o a I <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />In NEW REINF. BAR <br />a <br />SPACING. SINGLE BTM. PLATE 1/2"x5' WEDGE ANCHOR W/2" <br />TO BE T. PROVIDE DBL. TOP <br />CURB FOR <br />2' CAPPED <br />SECURED W/2-PART <br />d g I EPDXY. MIN. EMBED <br />Q 8", UNO <br />WASHER SET IN HIGH STRENGTH <br />PLATE <br />EPDXY 5-tYY' EMBED. MIN. � 16" OC <br />SIMPSON SPH4 OR SPH6 MAX. <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />GALVANIZED PIPE <br />W/FLANGE 0 BASE <br />¢ O FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />0'-0" <br />N D✓ SPECIFICATIONS FOR <br />ANCHORS W/' 0tl x 1 12" <br />_ USE AND <br />I <br />COMMON NAILS FILL ALL <br />4„ PREPARATION OF <br />HOLES, DO NOT USE 10d W <br />Z Ir HOLE. <br />x 3" SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />w <br />q <br />SLAB WN4)1/4"X21/4" <br />o off. <br />+-a'-0OF <br />" <br />RECESS AROUND GARAGE <br />TAPCONS <br />�•Q- <br />Q <br />TOP °. <br />SLAB <br />DOOR OPENING <br />4"CHAMFER (1STORV) <br />SCALE: -"=I-' <br />6' CHAMFER (2-STORY) <br />EQ. EQ, SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />LAP TOP PLATE A MIN. OF 48" <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />AND NAILW/ S, COMMON <br />NAILS, 2-ROWS, 4'O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVERSTUD OF WALL W/PLAN <br />SCALE:3/a''=T-a' <br />(W/ UPLIFT) <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />g <br />5 <br />SCALE: 3/4"=1'-0' <br />SCALE: 3/4' =1'-0' <br />2x4 OR Zx6 WOOD BARING PROVIDE BLOCKING <br />WALL W/ SYP No2' STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />SLAB W110d MASONRY <br />NAIL 16' O/C STAGGERED. <br />ADDITIONAL METAL <br />LAP TOP PLATE A MIN. OF 46' <br />CONNECTORS NOT <br />AND NAIL W/ 16d COMMON <br />REQUIRED WHEN NO <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />UPLIFT IS PRESENT. <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />W <br />SPACING REQUIREMENTS <br />w SEE SLAB SCHEDULE <br />d <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />Q <br />f <br />WALL W/ SYP No 2 STUDS SEE07 <br />TOP OF SLAB <br />PLANS FOR SPACING. SINGLE <br />_ <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />PROVIDE DBL. TOP PLATE <br />16' O/C STAGGERED. <br />Q <br />° <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />K 0. <br />• J ° <br />UPLIFT IS PRESENT, <br />O <br />8" CMU WALL <br />POURED LINTEL CONT. (TYP.) <br />EQ. EQ. EE SCHEDULE <br />8" CMU FILLED CELL(TYP.) <br />�+�" <br />FOR WXD, BAR SIZE <br />�___E-^ ° TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />AND BAR QUANTITY <br />+- 0'-0"EE <br />SLAB SCHEDULE <br />• 12"DIA. SIMPSON STB2 BOLTS 6"TOP <br />INTERIOR CURB FOUNDATION WOOD WALL <br />OF SLAB <br />-e° <br />Z <br />LF <br />MINIMUM EMBEDMENT INTOATED" <br />COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND3/4"=1'-0"(NO <br />UPLIFT) <br />-TERED UNDER WALL AND <br />MONOLITHICALLY WITH <br />16'O.C. VERTICALLY MAXRED <br />NDATION AND SLAB <br />SEE SCHEDULELE <br />FOR WXD, BAR SIZE <br />i'T SIZEAND <br />BAR QUANTITY <br />TITY <br />e' vARIE6 <br />3. 3' <br />1� INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />9 BDALE:314"=T-a' <br />(NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />SCALE.3/4"=T-0" <br />BLOCK WALL CONNECTION <br />:c <br />11 SCALE: 3/4"=1'-9' <br />lilrsmrrt. �E <br />SHOWER RECESS FOOTER <br />12 <br />SCALE: V=11'4' <br />A N C N I T E C T S <br />Desiwgn <br />Grou L.. <br />41 N. RONALD REAGAN BLl <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />h <br />O <br />O <br />I <br />L <br />J <br />sUDDIV. de LOT <br />SILVERADO <br />LOT# 3 <br />BLK 16 <br />PROJECT# <br />03719.001-03161 <br />MODEL <br />"2558—HAWTHORNE" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH E B <br />NI <br />DAATE 06/10/21 <br />mcALE: 1/4"=1'—O" <br />ISHEET <br />IlIk S1°1A <br />