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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />t <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />0- CELL SEE PLAN FOR SIZE AND <br />Q d <br />SPACING REQUIREMENTS <br />�.: SPACING REQUIREMENTS <br />m <br />° <br />_ <br />GARAGE DOOR <br />Q w <br />U W <br />° <br />I <br />RECESS <br />ro� <br />�a ¢ <br />o°— <br />r FM <br />aaadddul <br />gj <br />6. <br />CC 1n 8" CMU WALL <br />¢ W 9" CMU WALL <br />1 CORNER BARS, SAME SIZE AS BAR <br />I <br />W e' <br />W <br />O <br />o <br />IN FOUNDATION WITH 30" LEG EACH <br />, °I. <br />w = <br />TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I ° °I SO THAT THE STEEL REINF. IS CONTINUOUS <br />y <br />TOP OF SLAB <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />SEE SLAB SCHEDULE <br />EXT PORCH SLAB ° 4" CHAMFER (I -STORY) BAR SIZE 48 BAR DIA <br />Is" <br />- VARIES <br />SEE SLAB SCHEDULE 70P OF GARAGE <br />EXT. PORCH SLAB <br />o. I ILL CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />iv MASONRY <br />UNITS SET <br />,.. y. <br />-p+ AT EIEV: <br />W11/2" IS-.. ° 6"CHAMFER (2-STORY) #3 <br />JOINT (WHERE • • #4 24" <br />W/ 1/2" ISOLATION �° ` 6" CHAMFER (2STORY) <br />° <br />0 0" <br />APPLICABLE) Z SEE SCHEDULE #5 30" <br />JOINT (WHERE • EE SCHEDULE <br />APPLICABLE) Z <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 />iv AND BAR QUANTITY 42" <br />N AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO3, PROVIDE 2 BARS), LINO <br />EXTERIOR MONO -FOOTING <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 SCALE:34"=1'0 <br />L @GARAGE SCALE:3/4"=1'-0 <br />CORNER BARS DETAIL <br />DOOR OPENING <br />_,)EXTERIOR <br />SCALE: 3/4"=1'-0" <br />4 <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 W/ 16d COMMON <br />VERIFY HEIEI <br />NAILS, 2-ROWS, 4" O/C BTM. HEIGHT <br />VERIFY HEIEI <br />NAILS, 2-ROWS, 4" O/C BTM. HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />w <br />2x4 OR 2x6 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 />w <br />0. <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />> NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />1/2"x9" WEDGE ANCHOR W/ 2' <br />BTM. PLATE TO BE PT. <br />O o_ SECURED W/ 2- PART <br />70 PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />2 I <br />0. g EPDXY. MIN. EMBED <br />TE <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. (:d 16" OC <br />SLAB W/10d MASONRY <br />J ¢ 8', UNO <br />USP SPTH4 OR SPTH6 BTM MAX. <br />NAIL 16" O/C STAGGERED. <br />p FOLLOW ALL MANF. <br />AND TOP PLATE ANCHORS W/ <br />y ¢ SPECIFICATIONS FOR <br />10d x 1 1/2" COMMON NAILS <br />3 1/2" DIAMETER CONC. <br />FILLED STEEL PIPE <br />6X6 METAL PLATE <br />= m USE AND <br />F PREPARATION OF <br />O v HOLE. <br />Z a:¢ <br />w <br />J0'-0' <br />FILL ALL HOLES, DO NOT USE <br />tOd x 3" w <br />SEE SLAB SCHEDULE <br />Cc <br />w <br />cc SEE SLAB SCHEDULE <br />2 <br />BASE W/ 1?X6" <br />> <br />+- 0'-0' <br />° <br />ANCHOR BOLTS <br />F-'�. <br />TOP OF SLAB ° <br />TOP OF SLAB <br />p - ° <br />4" CHAMFER(1 STORY) <br />�-e71 <br />° �` °tAND <br />�6"CHAMFER <br />(2-STORY)• <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ.ULE <br />FOR WxD, BAR SIZE <br />R SIZE <br />AND BAR QUANTITY <br />NTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />O INTERIOR CURB FOUNDATION WOOD WALL <br />BOLLARD <br />5 <br />C MONOLITHIC FOUNDATION <br />SCALE:3/4"=1'-0" (W� UPLIF-7) <br />f I <br />o SCALE:3/4"=1'0 (NO UPLIFT) <br />SCALE: 3/4"=1'-0" <br />V SCALE: 3/4"=1'-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 />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />Z <br />WALL WI SYP No 2 STUDS SEE <br />f <br />PLANS FOR SPACING. SINGLE <br />a <br />B7M. PLATE TO BE PT. SECURE ST. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />o <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />¢ w <br />CO U <br />a � <br />a <br />p 8" CMU WALL <br />oZ <br />w bo- <br />POURED LINTEL CONT. (TYP.) <br />SEE SLAB SCHEDULE <br />TOP OF SLAB <br />8" CMU FILLED CELL (TVPJ <br />wv <br />° <br />'O(° - <br />2X WALL FRAMING <br />+- 0'-0' <br />° SEE SLAB SCHEDULE <br />112" DIA. USP 725OSD BOLTS 5" <br />TOP OF SLAB <br />m - <br />MINIMUM EMBEDMENT INTO <br />"ISOLATED' COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />° <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />• A <br />POURED MONOLITHICALLY WITH <br />e ------ FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />- ' s 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 />(NO UPLIFT) <br />0 FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3/4"=1'-0" <br />11 SCALE: <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngmup.com <br />AA #: 00=25 <br />F <br />b <br />y <br />4 <br />b <br />0 <br />G <br />F <br />Q <br />Suwmv. di: LOT: <br />SILVERADO <br />LOT #4 <br />BLK #12 <br />PROJECT# <br />04128.001-04121 <br />MODEL• <br />4EHB <br />"2605—HAYDEN" <br />GA12AGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />DATE:08/16/18 <br />93CAIM: 1/4"=1'-0" <br />SIM= <br />S1.IA <br />