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30' <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />�° <br />CELL SEE PLAN FOR SIZE AND <br />< a <br />CELL SEE PLAN FOR SIZE AND <br />I <br />SPACING REQUIREMENTS <br />i <br />C <br />SPACING REQUIREMENTS <br />c- <br />< <br />< W <br />j <br />¢� <br />W <br />ro U <br />W <br />- <br />I <br />a0 U <br />0_ <br />4 <br />1" <br />(� FM <br />°: <br />Z <br />8 CMU WALL <br />O V) <br />8"CMU WALL <br />I CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />, pril <br />Oco io <br />Z <br />+- a <br />IN FOUNDATION WITH 30" LEG EACH <br />M <br />+_ 0'-0" <br />- B WAY AT ALL CHANGES IN DIRECTIONS <br />TOP OF SLAB <br />TOP OF SLAB <br />I , SO THAT THE STEEL REINF. IS CONTINUOUS <br />; -MATCH <br />AMOUNT OF CONTINUOUS BARS <br />EXT. PORCH SLABI <br />SEE SLAB SCHEDULE <br />CHAMFER (1STORY) BAR SIZE 48BAR DIA. <br />Ildij -VARIES <br />' <br />° SEE SLAB SCHEDULE TOP OF GARAGE <br />° <br />'' oI � ,a CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />Wl112"ISOLATION <br />(WHERE a <br />(2STORV) <br />#4 24" <br />EXT. PORCH SLAB <br />W/ 1/2 ISOLATION <br />4" CHAMFER (1-STORYCHAMFER <br />I )°JOINT <br />I . <br />"`•==T77"-----• <br />6" CHAMFER (2-STORY)APPLICABLE) <br />zE <br />SCHEDULE <br />JOINT(WHERE <br />°_" <br />EESCHEDULE#530'APPLICABLE) <br />WXD, BAR SIZE„ <br />Z <br />° <br />FOR WXD, BAR SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />BAR QUANTITY <br />AND <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />NUMBER OF BARS 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 47' <br />(ie. <br />MONO-FOOTING <br />�„�EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />` <br />@ GARAGE SCALE 3/4"=T-°" <br />CORNER BARS DETAIL <br />D <br />SCALE: 3/4"=1'-0" <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 />GARAGE DOOR <br />RECESS <br />W <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />g <br />WALL W/ SYP <br />p B+ <br />W t1 I <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W! <br />IL W <br />> U NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE 1/2'k9" WEDGE ANCHOR W/ 7' <br />W U <br />U <br />O 0. SECURED W/ 2- PART <br />TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />N <br />2" CAPPED <br />GALVANIZED PIPE <br />a 5 EPDXY. MIN. EMBED <br />< I 8, UNO <br />PLATE EPDXY 54/2" EMBED. MIN. 16" OC <br />SIMPSON SPH4 OR SPH6 MAX. <br />CURB FOR <br />W/FLANGE BASE <br />_ O FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />MASONRY <br />UNITS SET <br />9 SPECIFICATIONS FOR <br />U < <br />ANCHORS W/' x 1 <br />1; AT <br />O <br />= m USE AND <br />COMMON NAILS FILL ALL112' <br />AILL <br />0" 1, <br />0'-0" <br />io <br />4" 4" PREPARATION OF <br />HOLES, DO NOT USE 10d W <br />HOLE. <br />x 3" w SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />J <br />Q <br />SLAB W/(4) 114" X 2 1/4•' <br />p U�' <br />+pry <br />TAPCONS <br />Q' <br />TOP OF SLAB - a <br />_ <br />RECESS AROUND GARAGE <br />—4"CHAMFER(1-STORY) <br />6"CHAMFER (2-STORY) <br /><�-a.� <br />DOOR OPENING <br />4 <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 />LAP TOP PLATE A MIN. OF 48'— <br />MONOLITHIC <br />FOUNDATION <br />AND NAIL W/16d COMMON <br />OBTMVERIFY HEIGHT <br />SCALE 3/4"=l'-0' <br />(W/ UPLIFT) <br />5 BOLLARD <br />6 <br />LAP TO OCCURS OVER STUD OF WALL W/ PLAN <br />SCALE: 3/4"=1' 0" <br />SCALE: 3/4"=1' 0" <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 />NAIL 16" O/C STAGGERED. <br />LAP TOP PLATE A MIN. OF 48" <br />ADDITIONAL METAL <br />AND NAIL W/ 16d COMMON <br />CONNECTORS NOT <br />NAILS, 2-ROWS, 4" O/C BTM, <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />REQUIRED WHEN NO <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />!n UPLIFT IS PRESENT. <br />SPACING REQUIREMENTS <br />I <br />W <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />0= <br />� SEE SLAB SCHEDULE <br />WALL W/ SYP No 2 STUDS SEE <br />< <br />PLANS FOR SPACING. SINGLE <br />Q d <br />+- 0'-0" <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />TOP OF SLAB <br />n <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />-- <br />CONNECTORS NOT <br />m <br />REQUIRED WHEN NO <br />tY 0- <br />'. <br />UPLIFT IS PRESENT. <br />O <br />8" CMU WALL <br />G <br />• s ° <br />LINTEL CONT. (TYP.) <br />8"CMU FILLED CELL (TYP.) <br />EQ. EQ. SEE SCHEDULE <br />_ <br />- TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />FOR WXD, BAR SIZE <br />IPOURED <br />AND BAR QUANTITY <br />+-0'-0" <br />TOPOF SLAB <br />a" <br />Z <br />SEE SLAB SCHEDULE <br />lt2"DIA. SIMPSON STB2 BOLTS 5" <br />MINIMUM EMBEDMENT INTO <br />r. INTERIOR CURB FOUNDATION WOOD WALL <br />i <br />= <br />'ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />SCALE: 3/4"=1'-0' (NO UPLIFT) <br />° <br />°�• <br />CENTERED UNDERWALLAND <br />a�� <br />16' O.C. VERTICALLY MAX <br />9 <br />— POURED MONOLITHICALLY WITH <br />J <br />-- --- FOUNDATION AND SLAB <br />SEE SCHEDULE <br />- 4 <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />-~� <br />- / FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />VARIER B' <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG TO <br />3' 3' <br />(NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE. 3/4"=1'-0" <br />C <br />v— <br />SCALE: 3/4"=1'-0" <br />i <br />(tl GLOM. � j <br />SHOWER RECESS FOOTER <br />12 <br />SCALE: 7 "=1'-0" <br />I, R C N I T I C T E <br />6 <br />GIFouOLL. <br />41 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesIpgmup.wm <br />AA #: 0003325 <br />DRAFTING SY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813886-2628 <br />FAX: 813-886-2802 <br />amm�u� <br />SUHDIV. de I.OT: <br />SILVERADO <br />LOT #13 <br />BLK #16 <br />PROJECT* <br />03719.001-13161 <br />MODEL.• <br />2795-D <br />GARAGE STUNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MeH EA <br />JUL <br />D NET 07/09/21 <br />SC E: 1/4"=1'-0" <br />S1.1A <br />