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30" <br />MIN. EACH WAY <br />MONOLJTHIC FOOTING <br />}} <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />$ R <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />O t <br />SPACING REQUIREMENTS <br />K G <br />Lu <br />� W <br />U <br />� - �+- <br />1 <br />GARAGE DOOR <br />9 U <br />m U <br />W <br />o <br />., <br />J RECESS <br />g�- <br />a <br />a <br />p s <br />I � FM <br />g� <br />K Z <br />B' CMU WALL <br />O d) <br />&' CMU WALL <br />I I .. CORNER BARS, SAME SIZE AS BAR <br />W W 8e <br />O m g <br />ib <br />b <br />Z <br />e- 0•• <br />-0' <br />'If IN FOUNDATION WITH 30" LEG EACH <br />- 7 <br />W = <br />/n <br />w a-m <br />TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I ... - SO THAT THE STEEL REINF, IS CONTINUOUS <br />TOP OF SLAB <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I �I <br />R <br />" <br />EXT. PORCH SLAB <br />W/ <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER (,STORY) <br />18" <br />EXT. PORCH SLAB <br />- VARIES <br />- - SEE SLAB SCHEDULE• TOP OF GARAGE <br />. I <br />Ig <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />�- 1' AT ELEV. <br />-pe <br />1/2' ISOLATION <br />JOINT (WHERE ^ • •� •� � <br />8' CHAMFER (2-STORY <br />#4 24" <br />W/ 117. ISOLATION <br />4" CHAMFER (iS70RY) <br />I, <br />`-Y�� � 6" CHAMFER (2-STORY) <br />� . <br />a -a• <br />APPLICABLE) z <br />i <br />SEE SCHEDULE <br />#6 3a' <br />JOINT (WHERE. <br />APPLICABLE) <br />Z <br />•_ EE SCHEDULE <br />4 <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY 2" <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />##8T <br />EXTERIOR MONO -FOOTING <br />%.,EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />S�°' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />GARAGE <br />Y <br />SCALE: 3/4'"=V- <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/ l6d COMMON <br />� <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, V O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/PLAN <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />W <br />O'L I <br />2z4 OR 2(6 WOOD BEARING PROVIDE BLOCKING <br />WALLW/ SYP <br />2z4 OR 2z6 WOOD BEARING PROVIDE BLOCKING <br />WALLW/ SYP No 2 STUDS SEE <br />2" CAPPED <br />5 !n NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O a SECURED W/ 2- PART <br />K g <br />SPACING. SINGLE BTM. PLATE <br />12'k8" WEDGE ANCHOR W/ 7' <br />BTM. PLATE TO BE PT. <br />W/FLANGE BASE <br />a EPDXY. MIN. EMBED <br />TO BE P7. PROVIDE DBL TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL TOP PLATE SECURE BT. PLATE TO <br />-I Q 8, LINO <br />PLATE <br />EPDXY r-I/T EMBED. MIN. Q 16" OC <br />SLAB W/,Od MASONRY <br />b <br />Q O FOLLOW ALL MANF. <br />SIMPSON SPF14 OR SPH6 MAX <br />NAIL 16 O/C STAGGERED. <br />ih <br />= 0: SPECIFICATIONS FOR <br />U) ¢ <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />F vl USE AND <br />I <br />ANCHORS W/ 10d 1 <br />SCURE FLANGE TO <br />PREPARATION OF <br />COMMON NAILS FILL ALL <br />I ALL <br />REQUIRED NhIEN NO <br />LAB W/(4)1!4" X 21/4" <br />Z K HOLE. <br />HOLES, DO NOT USE 100 W <br />W UPLIFT U^ PRESENT. <br />TAPCONS <br />ESE <br />o <br />x S' w SEE SLAB SCHEDULE <br />Q <br />K SEE SLAB SCHEDULE <br />O} <br />Q <br />Q <br />T- ' <br />TOP OF SLAB <br />a-0•' <br />TOPOF SLAB <br />4"CHAMFER (1STORY) <br />�6CHAMFER <br />(2-SORY)�ULE <br />=AND <br />EQ. EQ. EESCHEDULE <br />SIZE <br />FOR WILD, BAR SIZE <br />ADDING BAR TONTITY <br />AND BAR QUANTITY <br />6CALE:34=' ° <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />7 <br />INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />6cALE 3/4•=,'-a• (W/ UPLIFT) <br />$ SCALE 3/4"=,'-a• (NO UPLIFT) <br />SCALE 3l4•'=,•a. <br />LAP TOP PLATE A MIN. OF 46" <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 />I <br />z <br />2%4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. E <br />SINGLE <br />SECURE BT. PLATE TO <br />O Y <br />BTM. PLATE TO SE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />16' <br />Q W <br />m <br />O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />a <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />U <br />8" CMU WALL <br />UPLIFT IS PRESENT. <br />Z <br />y POURED LINTEL CONT. (TYP.) <br />6' CMU FILLED CELL (TYP.) <br />- TOP OF SLAB <br />� y': <br />SEE SLAB SCHEDULE <br />Ie <br />2X WALL FRAMING <br />ti '. <br />SCHEDUI-E <br />1/Z'DIA SIMPSON ST82 BOLTS 5' <br />e- 0'-0" <br />Z <br />_ 77SIZE <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />. ° ^ <br />g <br />ATED" 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 />-3 <br />FOR WxD,BAR <br />FOR WxD, BAR SIZE <br />f/AND BAR QUANTITY <br />AND BAR QUANTITY <br />/L <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3M"=1'-0" (NO UPLIFT) <br />SCAB: �4=,•.o <br />SCALE: <br />1441 N. RONALD REAGAN 8L <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngmp.com <br />AA #: 0003325 <br />M <br />q <br />SVHDiv. ae I.oT: <br />SILVERADO <br />LOT 24 <br />BLK 18 <br />PitoizcT* <br />04128.002 24181 <br />Moa� <br />4EBB <br />"1828—CALL" <br />GAIMaIC 811111MG: <br />RIGHT <br />PAGIM. <br />DETAILS <br />150 MPH EXP. B <br />DATE: nn04/OB/20 <br />BHEL'T <br />S1.1A <br />