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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />g <br />^' <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />Q IL <br />o <br />CELL SEE PLAN FOR SIZE AND <br />• > <br />. � ' <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />•. <br />¢iW <br />mU <br />W <br />° — • . <br />a <br />¢r <br />_I <br />FM <br />Z <br />8"CMU WALL <br />O <br />8" CMU WALL <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />O <br />- Z <br />0-0'yI� <br />IN FOUNDATION WITH 30" LEG EACH <br />+- " <br />a WAY AT ALL CHANGES IN DIRECTIONS <br />I <br />TOP OF SLAB <br />�~ TOP OF SLAB <br />I .., °' SO THAT THE STEEL REINF. IS CONTINUOUS <br />- / <br />- <br />wr--�+•-+ •---r. <br />MATCH AMOUNT OF CONTINUOUS BARS <br />EXT. PORCH SLAB ° <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° _If <br />° LL CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />W/ 12" Is -,.e <br />JOINT (WHERE <br />6' CHAMFER (2-STORY) #3 18" <br />#q 2q <br />EXT. PORCH SLAB <br />W/ i/2" ISOLATION <br />I 4" CHAMFER (1-STORY) <br />I . -' 6" CHAMFER (2-STORV) <br />�, <br />APPLICABLE) z_ - <br />SEE SCHEDULE #8 30„ <br />JOINT (WHERE <br />° <br />"`•��"------• EE SCHEDULE <br />FOR MD, BAR SIZE <br />APPLICABLE) <br />Z <br />4 FOR WxD, BAR SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />.�- <br />#6 36" <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />NUMBER OF BARS (te. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 47' <br />fV <br />% EXTERIOR MONO -FOOTING <br />%,EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />GARAGE SCALE:3/4"=1'0" <br />CORNER BARS DETAIL <br />Z <br />LAP TOP PLATE A MIN, OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />GARAGE DOOR <br />W <br />WALL W/ SYP <br />RECESS <br />Ill <br />w <br />O a I <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />g <br />U) p <br />> N NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />12'X9" WEDGE ANCHOR W/ 2" <br />W B+ <br />W W <br />O 0_ SECURED W/ 2- PART <br />TO BE PT. PROVIDE DBL. TOP <br />IN HIGH STRENGTH <br />TEMBED. <br />w <br />2" CAPPED <br />a g EPDXY. MIN. EMBED <br />( <br />PLATE EPDXY 5.12'WASHER <br />MIN. @ 6" OC <br />W to <br />GALVANIZED PIPE <br />Q 8, UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />W/FLANGE @ BASE <br />Q O FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />�c CURB FOR <br />N (r SPECIFICATIONS FOR <br />ANCHORS W/ 10d x 1 1/2'. <br />MASONRY <br />b <br />F- USE AND <br />I <br />4" 4" PREPARATION OF <br />HOLE. <br />COMMON NAILS FILL ALL N <br />HOLES, DO NOT USE 10d W <br />UNITS SET <br />Z:0 AT ELEV: <br />2 � <br />x 3" SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />a <br />SLAB W/(4) 1/4" X 21/4" <br />+- 0'-0'• <br />TAPCONS.,L <br />Ce <br />TOP OF SLAB <br />4' CHAMFER(1STORY) <br />6' CHAMFER (2-STORY) <br />RECESS AROUND GARAGE <br />a,, <br />DOOR OPENING <br />4 SCALE: 3/4"=1'-0" <br />EQ. EQ. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />7 <br />BOLLARD <br />MONOLITHIC <br />FOUNDATION <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/16d COMMON <br />scALE 3a"=r-o" (W/UPLIFT) <br />5 <br />6 <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING, SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL, TOP PLATE SECURE BT. PLATE TO <br />SLAB W/10d MASONRY <br />LAP TOP PLATE A MIN. OF 48" <br />NAIL 16" O/C STAGGERED. <br />AND NAIL W/ 16d COMMON <br />ADDITIONAL METAL <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />Ar 7 STEEL REINFORCING IN GROUTED <br />CONNECTORS NOT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />REQUIRED WHEN NO <br />SPACING REQUIREMENTS <br />UPLIFT IS PRESENT. <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />W <br />WALL W/ SYP No 2 STUDS SEE <br />SEE SLAB SCHEDULE <br />X <br />PLANS FOR SPACING. SINGLE <br />Q ^ <br />d <br />Q <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLOB W/'. MASONRY NAIL <br />+- 0'-0" <br />TOP OF SLAB <br />f <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />of <br />�� 4 <br />ADDITIONAL METAL <br />ro U <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />K <br />O <br />8"CMU WALL <br />b Z <br />POURED LINTEL CONT. (TYP.) <br />4 . <br />8" CMU FILLED CELL (TYP.) <br />_ <br />. TOP OF SLAB <br />SEE SLAB SCHEDULE <br />FRAMING <br />EQ. EQ. EESCHEDULE <br />IGROUTED <br />WxD, BAR SIZE <br />01'°SLAB <br />F SLAB <br />a <br />Z <br />SCHEDULE <br />- aMINIMUM <br />12" DIA. SIMPSON ST62 BOLTS 5"FOR <br />EMBEDMENT INTO <br />AND BAR QUANTITY <br />°° . <br />"ISOLATED"COLUMN PAD <br />n-•� <br />CELL, 4" FROM ENDS AND <br />8 INTERIOR CURB FOUNDATION WOOD WALL <br />< <br />'� <br />m <br />CENTERED UNDER WALL AND <br />POURED MONOLITHICALLY WITH <br />16, O.C. VERTICALLY MAX <br />SCALE: 3/4"=1'-0" <br />(NO UPLIFT) <br />' <br />— <br />< -- FOUNDATION AND SLAB <br />SEE SCHEDULE- <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />T - <br />FOR WxD, BAR SIZE <br />i <br />—�AND BAR QUANTITY <br />---AND <br />✓ AND BAR QUANTITY <br />B' 8' <br />VARIES <br />INTERIOR FOUNDATION WOOD WALL <br />(NO UPLIFT) <br />10 <br />COMBINED EXTERIOR MONO- <br />FOOTING AND COL. PAD <br />INTERIOR FRAME BRIG WALL TO <br />BLOCK WALL CONNECTION <br />SCALE <br />SCALE' 3/4"=1' 0' <br />g <br />tilrscanr. - Y LU <br />E <br />SHOWER RECESS FOOTER <br />SCALE:1"=1'-0" <br />A R C N I T R C T E <br />6 <br />GrN i �n <br />41 N. RONALD REAGAN BL\ <br />LONGWOOD, FL32750 <br />PH: 407-77"078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />IC <br />h <br />4 <br />4 <br />0 <br />C <br />�F <br />i <br />I <br />I <br />M <br />SUBDIV ac LOT <br />SILVERADO <br />LOT #12 <br />BLK #16 <br />PROJECT# <br />03719.001-12161 <br />MODEL' <br />"2558—HAWTHORNE" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 H EXP. B <br />