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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 />v — <br />CELL SEE PLAN FOR SIZE AND <br />Q 0. <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />v <br />0- <br />Q <br />SPACING REQUIREMENTS <br />m <br />-• • <br />GARAGE DOOR <br />w <br />U <br />W1' <br />RECESS <br />m� <br />�a <br />-� FM " <br />•' <br />g5 <br />O h z� <br />8" CMU WALL <br />O <br />¢ 8" CMU WALL <br />° SIZE AS BAR <br />CORNER...� I <br />w U <br />B+ <br />m z <br />TH 0" LEG ACHER <br />N OUNDATION WIITE <br />w= <br />0,41 <br />+- 0'-0" <br />-� WAY AT ALL CHANGES IN DIRECTIONS <br />p1 <br />° TOP OF SLAB <br />- TOP OF SLAB <br />I ., - -' 1 SO THAT THE STEEL REINF. IS CONTINUOUS <br />�° <br />MATCH AMOUNT OF CONTINUOUS BARS <br />of • •L'I� <br />CURB FOR <br />• , f - . ° <br />EXT. PORCH SLAB ° <br />SEE SLAB SCHEDULE <br />BAR SIZE 4BPBARDIA. <br />4"CHAMFER (1-STORV) <br />#3 <br />... -VARIES <br />., SEE SLAB SCHEDULE TOP OF GARAGE <br />EXT. PORCH SLAB I <br />LL <br />v CONTINUOUS STEEL MONOLITHIC <br />I <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />-' <br />iV <br />gyp. <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/1/2"ISOLATION , <br />6" CHAMFER (2STORY) <br />W/ 1!2"ISOLATION <br />4" CHAMFER (I STORY) <br />I <br />01-0"JOINT <br />(WHERE • • <br />APPLICABLE) z <br />#4 <br />SEE SCHEDULE <br />JONT (WHERE <br />. a' 6" CHAMFER(2STORV) <br />•"'--^'• SEE SCHEDULE#- <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />s <br />FOR WxD, BAR SIZE <br />#6 <br />APPLICABLE) <br />Z 4. <br />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 1* 2 TO 3, PROVIDE 2 BARS), UNO <br />#6 <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />SCALE: 3/4"=I'-a' <br />2 scALE:3/4'=1'-°" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />@ GARAGE <br />3 <br />4 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />AND NAIL WI 16d COMMON <br />GHT <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD - OF WALL PLAN <br />LAP TO OCCUR OVER STUD <br />OF WALL PLAN <br />w <br />LLI <br />I <br />2x4 OR 2x6 W000 BARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x8 WOOD BARING <br />WALL W/ SYP No 2 STUDS SEE <br />PROVIDE BLOCKING <br />2" CAPPED <br />j N NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O a SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE <br />SWEDGE ANCHOR W/2" <br />BTM. PLATE TO BE PT. <br />WIFLANGE @ BASE <br />d g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />W <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />d 8", ONO <br />— <br />PLATE <br />EPDXY 5-0/2" EMBED. MIN. @ 16" OC <br />SLAB W/10d MASONRY <br />4 <br />¢ 0 FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX. <br />NAIL 16" O/C STAGGERED. <br />m <br />= K SPECIFICATIONS FOR <br />(0 Q <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />= m USE AND <br />I <br />ANCHORS W/ x <br />RS T <br />SECURE FLANGE TO <br />SLAB W/(4) 1/4" X 2 1/4" <br />1- m PREPARATION OF <br />O 'Q HOLE. <br />S <br />COMMON NAILS FILL ALL <br />L ALL <br />REQUIRCONNEED WHEN <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />TAPCONS <br />W <br />Lu <br />w HOLES, DO NOT USE 10d <br />W <br />x N' SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />M 9Q0 <br />a <br />¢ <br />+- TOPO 0 <br />OF SLAB <br />+- 0'-0' <br />TOP OF SLAB <br />4" CHAMFER (I -STORY) <br />6"CHAMFER (2-STORY) <br />• e . •, <br />° <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. <br />EE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />SCALE: 3/4"=1'-0" <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />CURB FOUNDATION <br />WOOD WALL <br />6 <br />7 BQALE:34"=,'-°" (W/ UPLIFT) <br />8INTERIOR <br />SCALE:3/4"=V-0" <br />(NO UPLIFT) <br />SCALE:3/4"=l'-0" <br />LAP TOP PLATE A MIN, OF 48" <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />z <br />2x4 OR 2x6 WOOD BARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />Q '� <br />PLANS FOR SPACING. SINGLE <br />SECURE ST. PLATE TO <br />0 d <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />w <br />16" O/C STAGGERED, <br />ADDITIONAL METAL <br />U <br />d <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />8"CMU WALL <br />UPLIFT IS PRESENT. <br />? +--0" <br />POURED LINTEL CONT. (TVP.) <br />8" CMU FILLED CELL (TYP.) <br />�+•'' <br />• TOP OF BLAB <br />SEE SLAB SCHEDULE <br />,I. <br />2X WALL FRAMING <br />° SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS 5" <br />+- 0'-0' <br />Z <br />Z <br />— a <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />° • <br />_ "ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />.'j'--; <br />. <br />FOR BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />BAR <br />AND BAR QUANTITY <br />L <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />AND COL. PAD <br />f 1 BLOCK WALL CONNECTION <br />y scALE: 3/4"=l'-0" (NO UPLIFT) <br />SE221[N!G SCALE: 3/4"=V-0" <br />i I SCALE: 3/4"=1'-V' <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407.7744078 <br />www.abdeslgngroup.wm <br />1 AA #: 0003325 <br />wuj <br />Q� <br />Qi <br />uj <br />Y <br />2 <br />C <br />Q <br />r7 <br />ABBOTT <br />PARK <br />LOT #12 <br />BLK #15 <br />PROJECT# <br />04181,000-12151 <br />HODMU <br />4EAB <br />"1672-ARIA" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DATE: 08/31/20 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S1.1A <br />