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IF <br />30" <br />MIN. EACH WAY <br />G <br />MONOLITHIC FOOTING <br />}} <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />d <br />CELL SEE PLAN FOR SIZE AND <br />Q a <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />a <br />SPACING REQUIREMENTS <br />_— <br />LLI <br />U <br />J <br />W <br />1 <br />I <br />- .. <br />�s .. v <br />" <br />GARAGE DOOR <br />W RECESS <br />�a <br />Cy <br />Q <br />r FM <br />1 <br />f <br />C 0) - Z <br />8" CMU WALL <br />O <br />8"CMU WALL <br />a �� CORNER BARS, SAME SIZE AS BAR <br />cn W <br />B' <br />O — <br />o <br />Z_ <br />tO *- 0'-0" <br />1 IN FOUNDATION WITH 30" LEG EACH <br />jKil <br />w = <br />9 <br />d. WAY AT ALL CHANGES IN DIRECTIONS <br />U cUn <br />TOP OF SLAB <br />• - - TOP OF SLAB <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />x/"-� <br />� <br />,—.—, <br />r. <br />I <br />-MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />. a. <br />�` <br />EXT. PORCH SLAB <br />... <br />L <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4' CHAMFER (1-STORY) <br />18" <br />� <br />EXT. PORCH BLAB <br />VARIES <br />SEE SLAB SCHEDULETOP OF GARAGEv. <br />4"CHAMFER <br />I(4 <br />°� i <br />a <br />, CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE'0. <br />N� <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/1/2'ISOLATION ° <br />(WHERE <br />8" CHAMFER (2-STORY) <br />#4 24" <br />W/ 1l2" ISOLATION <br />(1STORY) <br />6" CHAMFER (2-STORY) <br />0'-0"JOINT <br />APPLICABLE) z <br />SEE SCHEDULE #5 30" <br />JOINT (WHERE, <br />APPLICABLE) <br />•T�° EE SCHEDULE <br />Z ° <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />2 <br />FOR WXD, BAR SIZE„ <br />1. <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE <br />LEAST <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS 09. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />1 <br />SCALE:3/4-1-0" <br />2 <br />@ GARAGE SCALE:3l4"=1'-0" <br />CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 314'=1'-0" <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" OIC BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W! PLAN <br />w <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />w <br />w <br />s NEW REINF. BAR <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />O SECURED W/ 2- PART <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />2" CAPPED <br />6�. I EPDXY. MIN. EMBED <br />SLAB W/10d MASONRY <br />GALVANIZED PIPE <br />� S 8", LIND <br />NAIL 16" O/C STAGGERED. <br />W/FLANGE 0 BASE <br />O FOLLOW ALL MANF. <br />ADDITIONAL METAL <br />U SPECIFICATIONS FOR <br />USE AND <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />o <br />PREPARATION OF <br />W <br />UPLIFT IS PRESENT. <br />„ A„ <br />HOLE. <br />Z C <br />SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />Q <br />SLAB W/(4) 114" X 2 1/4" <br />O <br />TAPCONS <br />�O <br />TOP OF SLAB <br />4" CHAMFER (I -STORY) <br />6" CHAMFER (2-STORY) <br />- <br />e <br />EQ. EQ. <br />SEE SCHEDULE <br />FOR W.BAR SIZE <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />$ scALE:3/4"=r-7' <br />(NO UPLIFT) <br />C <br />`2 <br />6 SCALE: 314"=1'-0" <br />SCALE: 314"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" �y <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O!C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />m <br />STEEL REINFORCING IN GROUTED <br />PLANS FOR SPACING. SINGLE <br />:9 <br />CELL SEE PLAN FOR SIZE AND <br />BTM, PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />SPACING REQUIREMENTS <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />C <br />U <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />ai <br />Z 8" CMU WALL <br />UPLIFT IS PRESENT.POURED <br />LINTEL CONT. (TYP.) <br />6"CMU FILLED CELL (TYP.)TOP <br />OF SLAB <br />°TOP OF <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING+-0'-01/2"DIA. <br />WGROUTED <br />SLAB <br />°° <br />SIMPSON STB2 BOLTS 5" <br />EMBEDMENT INTO <br />SEE SLAB SCHEDULEMINIMUM <br />4" CHAMFER (1STORY) <br />OTOPOF <br />m � � <br />", <br />° <br />CELL, 4" FROM ENDS AND <br />W�/2"OISOLATION <br />6"CHAMFER (25TORY) <br />U -. � <br />• ° <br />18" O.C. VERTICALLY MAX <br />JOINT (WHERE <br />#4 24" <br />° y <br />APPLICABLE) <br />Z MATCH STEEL <br />#5 30" <br />SEE SCHEDULE <br />8" PVC CHASE <br />g REINFORCEMENT <br />PER SCHEDULE <br />#6 36" <br />6" PVC CHASE THRU FOOTING <br />FOR WxD, BAR SIZE <br />THRU FOOTING <br />#7 42" <br />AND BAR QUANTITY <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />INTERIOR FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIG WALL TO <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />PVC CHASE <br />PER SCHEDULE <br />s°ALE:3la"=1'-0 (NO UPLIFT) <br />BLOCK WALL CONNECTION <br />12 <br />THRU FOOTING <br />SCALE: 3/4"=V-0" <br />SCALE: 3/4"=l'-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-7748078 <br />FAX: 407-774 4078 <br />www.abdesigngroup.00m <br />L AA #: 0003325 <br />tj <br />J <br />tj <br />O <br />oxn3Dm as Eom <br />ABBOTT PARK <br />LOT ##1 <br />BLK" ##9 <br />PROJECT <br />04181.000-01091 <br />MODELc <br />4EHB <br />"2605-HAYDEN" <br />OwRwaE 8WINd: <br />LEFT <br />PACE: <br />DETAILS <br />160 MPH P W.. <br />0 <br />DAM6/15/20 <br />8CAIM: 1/4"=1'-0" <br />a*== <br />S1.1A <br />