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PORCH <br />- VARIES <br />° ° SEE SLAB SCHEDULE TOP OF GARAGE <br />' o CONTINUOUS STEEL MONOLITHIC <br />I <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />W/ 1/2' ISOLATION • <br />l�-�,° <br />JOINT (WHERE a A <br />a CHAMFER (2-STORY) 18•• <br />#4 24" <br />SLAB <br />W/ 1/2' ISOLATION <br />II , �� 4" CHAMFER (1-STORY) <br />6" CHAMFER (2-STORY) <br />APPLICABLE) Z <br />SEE SCHEDULE <br />#5 30' <br />JOINT (WHERE <br />"�--i°.a <br />• i EE SCHEDULE <br />FOR WXD, BAR SIZE <br />APPLICABLE) <br />Z <br />a <br />FOR WXD, BAR SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />c <br />38, <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />NUMBER OF BARS (ie.2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42" <br />iv <br />�,�EXTERIOR MONO -FOOTING <br />%EXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />GARAGE SCALE: 3/4"=T-0" <br />rd CORNER BARS DETAIL <br />J <br />SCALE: 3/4"=V-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 />w <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />w RECESS <br />WALL W/ SYP <br />a (L I <br />No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ <br />(oO 8+ <br />N NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />1/2'k5' WEDGE ANCHOR W/N <br />W <br />W = <br />O a SECURED W/ 2- PART <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH SIN. <br />N O <br />Z' CAPPED <br />a g I EPDXY. MIN. EMBED <br />PLATE EPDXY 5-1YY' EMBED. MIN 16HOC <br />rn <br />GALVANIZED PIPE <br />Q 8", UNO <br />SIMPSON SPH4 OR SPH6 MAX, <br />W/FLANGE 0 BASE <br />Q FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />CURB FOR <br />p <br />_ W. SPECIFICATIONS FOR <br />N ( <br />2 USE AND <br />PREPARATION OF <br />ANCHORS W/ tOd x 1 1/2" <br />COMMON NAILS FILL ALL N <br />HOLES, DO NOT USE 10d W <br />iN MASONRY <br />UNITS SET <br />Z;p, AT ELEV: <br />HOLE. <br />w <br />x 3" � SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />w <br />Q <br />SLAB W/(4) 1/4" X 2 1/4" <br />5 p �C <br />+_ 0.0'• <br />TAPCONS <br />°� �'QQO <br />TOP OF SLAB <br />°' <br />RECESS AROUND GARAGE <br />�� DOOR OPENING <br />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 />BOLLARD <br />MONOLITHIC FOUNDATION <br />7 SCALE: 3/4'=r-a' <br />5 <br />LAP TOP PLATE A MIN OF ----------- <br />(W/UPLIFT <br />AND NAIL W/ 16d COMMON <br />1! <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 />LAP TOP PLATE A MIN, OF 48" <br />PROVIDE DBL. TOP PLATE SECURE BT, PLATE TO <br />AND NAIL W/ 16d COMMON <br />SLAB W/10d MASONRY <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />NAIL 16" O/C STAGGERED. <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />ADDITIONAL METAL <br />SPACING REQUIREMENTS <br />CONNECTORS NOT <br />2x4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PROVIDE BLOCKING <br />Z <br />REQUIRED WHEN NO <br />v) UPLIFT IS PRESENT. <br />w <br />PLANS FOR SPACING. SINGLE <br />Q <br />R SEE SLAB SCHEDULE <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/tOd MASONRY NAIL <br />a <br />Q <br />PROVIDE DBL. TOP PLATE <br />16' O/C STAGGERED.\ <br />U <br />- o'-a' <br />TOP OF SLAB - <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />J <br />d ` <br />REQUIRED WHEN NO <br />a 0. <br />UPLIFT IS PRESENT. <br />O <br />8" CMU WALL <br />° e <br />+-0'4" <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.)a. <br />'.a2X <br />_ <br />° .° TOP OF SLAB <br />SEE SLAB SCHEDULE <br />WALL FRAMING <br />+-0'.0' <br />SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON ST82 BOLTS 5" <br />IGROUCED <br />EQ, EQ. SEE SCHEDULE <br />TOPOF SLAB <br />Z <br />ZL <br />MINIMUM EMBEDMENT INTO <br />FOR WXD, BAR SIZE <br />"ISOLATED" COLUMN PAD <br />OTCELL, 4" FROM ENDS AND <br />AND BAR QUANTITY <br />CENTERED UNDER WALL AND <br />POUREDMONOUTHICALLYWITHINTERIOR <br />16" .. VERTICALLY MAX <br />CURB FOUNDATION WOOD WALL <br />..aFOUNDATION <br />AND SLABSEE <br />SEE SCHEDULE <br />SCHEDULEFOR <br />WxD, BAR SIZE <br />/FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />VARIES 8' <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />3' 3 <br />9 BQALE 34"=,'-O <br />(NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3/4 T-0" <br />6C <br />11 SCALE: 3/4"=V-0" <br />(1) 5-CONT. mYb <br />E <br />SHOWER RECESS FOOTER <br />12 <br />SCALE: 1 "=V-0" <br />A C N IT II B T 3 <br />6 <br />GrouplLn- <br />441 N. RONALD REAGAN BLVE <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />w .abdesigngroup.00m <br />AA A: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5438 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH:813$86-2628 <br />FAX: 8134386-2802 <br />SUHDIV. Be LOT: <br />SILVERADO <br />LOT #15 <br />BLK. #10 <br />PROJECT <br />03719.00t-15102 <br />MODEL• <br />-D <br />RAGE S GAWING: <br />PAGE: <br />DETAILS <br />%150 MPH EXP. B <br />