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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />" <br />Z <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />v •- <br />CELL SEE PLAN FOR SIZE AND <br />CELL SEE PLAN FOR SIZE AND>. <br />s v <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />° <br />yCL <br />Q W <br />U <br />W <br />'�.. <br />° <br />GARAGE DOOR <br />Lu RECESS <br />mU <br />�a <br />K <br />Q <br />.:11.' <br />r FM <br />ta/1 Z <br />O <br />8" CMU WALL <br />8" CMU WALL <br />Z <br />I` <br />> ..°I I • f N RNER BEARS, WITH SAME SIZLEG EACH E AS BAR <br />COO <br />W W 8+ <br />W= <br />+- 0'- " <br />d (/JAI/ o/� WAY AT ALL CHANGES IN DIRECTIONS <br />w <br />TOP OF SLAB <br />TOP OF SLAB <br />I SO THAT THE STEEL REINF. IS CONTINUOUS <br />•� <br />° <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I °I' <br />CURB FOR <br />- VARIES <br />MASONRY <br />a° <br />EXT. PORCH SLAB ^ <br />•. <br />SEE SLAB SCHEDULE <br />BAR SRE 48 BAR DIA. <br />-4' CHAMFER (1STORY) <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />TELL <br />` o. CONTINUOUS STEEL MONOLITHIC <br />I <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />UNITS SET <br />�Lp. AT ELEV: <br />WI 12" ISOLATION _ <br />JOINT (WHERE • <br />8" CHAMFER (2STORY 18" <br />24" <br />4' CHAMFER (I -STORY) <br />12" ISOLATION 6"CHAMFER (2-STORY) <br />° <br />pip <br />- • <br />APPLICABLE) Z <br />SEE SCHEDULE 30" <br />JOINT <br />JOINT (WHERE <br />APPLICABLE) <br />-. EE SCHEDULE <br />'i a_ <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />� <br />FOR WxD, BAR SIZE � 38„ <br />g FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />NT 42„ <br />N <br />EXTERIOR <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:3/4"=7'-0" <br />CORNER BARS DETAIL <br />OPENING: <br />@ GARAGE <br />G)p— <br />3l4"=1'-0" <br />LAPOOR <br />TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 1 <br />NAILS, 2-ROWS, 4" or, BTM, VERIFY HEIGHT <br />,COMMON <br />NAILS, 2-ROWS, 4" OlC BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL WI PLAN <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />W <br />2z4 OR 216 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2X6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />WO a I <br />No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />j y NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE i/2'k8" WEDGE ANCHOR W/ 2" <br />BTM. PLATE TO BE PT. <br />W/FLANGE 0 BASE <br />O � SECURED W/ 2- PART <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE OBL. TOP PLATE SECURE ST. PLATE TO <br />IL EPDXY. MIN. EMBED <br />PLATE EPDXY 5-W" EMBED. MIN. 0 16" OC <br />SLAB WI10d MASONRY <br />q <br />5 8", LINO <br />SIMPSON SPH4 OR SPH6 MAX <br />NAIL 16" O/C STAGGERED. <br />in <br />¢ ❑ FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />= K SPECIFICATIONS FOR <br />Vi <br />ANCHORS W! 10d z 1 ill" <br />CONNECTORS NOT <br />SCURE FLANGE TO <br />= USE AND <br />COMMON NAILS FILL ALL <br />REQUIRED WHEN NO <br />LAB Wl(4) 1/4" X 21/4" <br />TAPCONS <br />F- PREPARATION OF <br />41 <br />HOLES, DO NOT USE tOd W <br />to UPLIFT IS PRESENT. <br />W <br />ILSE <br />Z w HOLE. <br />x 3" SEE SLAB SCHEDULE <br />0: SEE SLAB SCHEDULE <br />Q <br />QQ- <br />TOP OF SLAB .. , ° <br />TOP OF SLAB <br />C' <br />4" CHAMFER(1STORY) <br />6" CHAMFER (2-STORY) <br />- <br />EQ. EQ. EE SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />5 BOLLARD <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />MONOLITHIC FOUNDATION <br />7 SCALE:34"=7'-0" <br />(W/UPLIFT) <br />SCALE:34"=1'(M' <br />(NO UPLIFT) <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ tSd COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL W! PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />Q a <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL, TOP PLATE <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />qg <br />16" O/C STAGGERED.. <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />K N <br />UPLIFT IS PRESENT. <br />O 8" CMU WALL <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) <br />OF SLAB2X <br />SEE SLAB SCHEDULETOP <br />WALL FRAMING <br />IGROUTED <br />+- 0 <br />SEE SLAB SCHEDULE <br />12" DIA. SIMPSON STB2 BOLTS 5" <br />TOP OF SLAB <br />Z <br />i <br />MINIMUM EMBEDMENT INTO <br />a• <br />"ISOLATED"COLUMN PAD <br />CELL, 4" FROM ENDS AND <br />• <br />�D <br />CENTERED UNDER WALL AND d a <br />i6"O.C. VERTICALLY MAX <br />T�= POURED MONOUTHCALLY WITH <br />_ FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />..T <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />scAiE:aa'=r-0' <br />(NO UPLIFT) <br />FOOTING AND COL. PAD <br />10 <br />BLOCK WALL CONNECTION <br />SCALE:3/4"=l'-0" <br />11 SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN 81 <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngmup.com <br />L AA N: 0003325 <br />filliml <br />z <br />I <br />' <br />va <br />5- <br />aUDDIV. ae LOT: <br />ABBOTT <br />LOT #11 <br />BLK #10 <br />PROJECT* <br />41 00-1 101 <br />MODEL1 <br />3EFB <br />"2447—ROBIE" <br />GARAGE EWING- <br />RIGHT <br />PAGE: <br />DETAILS <br />60 MPH EXP. <br />PRINT 707' <br />DAM 03/13/20 <br />OCAL C:1/4" = 1'-0" <br />skmzT <br />S1.1A <br />