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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 />— <br />0}. <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />per. <br />T <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />�•° v <br />-v c—• <br />00 <br />C <br />G <br />00 w <br />c <br />{ T`. ... <br />�oo :. °.•f{•�- <br />GARAGE DOOR <br />RECESS <br />w <br />e U <br />U <br />a <br />m <br />W <br />< <br />I' �:. <br />1 �� FM— <br />w <br />g 5 <br />- z <br />B" CMU WALL <br />O <br />8" CMU WALL <br />I , . CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />w ul <br />B+ <br />O <br />b <br />z <br />o I, IN FOUNDATION WITH 30" LEG EACH <br />°°II <br />w = <br />o <br />+- p•-p• <br />�. . TOP OF SLAB <br />+- 0'-0" <br />TOP OF SLAB <br />. - B WAY AT ALL CHANGES IN DIRECTIONS <br />I .. •� SO THAT THE STEEL REINF. IS CONTINUOUS <br />N Y) <br />.. r <br />/ <br />MATCH AMOUNT OF CONTINUOUS BARS <br />( • <br />CURB FOR <br />. <br />, f ' . • <br />n <br />EXT. PORCH SLAB n <br />SEE SLAB SCHEDULE-° <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1-STORY) <br />18" <br />VAR'EI <br />...... GARAG <br />- SEE SLAB SCHEDULE TOP OF E <br />EXT. PORCH SLAB 4" CHAMFER <br />• <br />°" o. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />gyp, AT ELEV: <br />W/ il2" ISOLATION .. • <br />JOINT (WHERE • • <br />6" CHAMFER (2-STORY) <br />#4 24^ <br />W/1/2"ISOLATION•. <br />(iSTORY) <br />6"CHAMFER (2STORY) <br />-: <br />01-01, <br />APPLICABLE) Z - <br />SEE SCHEDULE #5 30" <br />JOINT (WHERE. <br />APPLICABLE) <br />• • EE SCHEDULE <br />Z 4 <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />S <br />FOR WXD, BAR SIZE #6 36" <br />FOR WxD, . BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />iv <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), LINO <br />d2„ <br />EXTERIOR MONO -FOOTING <br />_ EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:3l4"=1'-0" <br />2 SCALE'3/4"=V-0" <br />CORNER BARS DETAIL <br />�4� DOOR OPENING <br />@ GARAGE <br />3 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" --_-,y <br />LAP TOP PLATE A MIN. OF 46' <br />AND NAIL W/ COMMON <br />AND NAIL W/ COMMON <br />NAILS, 2-ROWS, 4" BTM. VERIFY HEIGHT <br />S, <br />NAILS, 2-ROWS, 4" BTM. VERIFY HEIGHT <br />S, <br />OVER OF WALL WI PLAN <br />LAP TO OCCUR OVER STUD <br />LAP TO OCCUR OVER STUD OF WALL W( PLAN <br />OVER <br />w <br />p a I <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 />5 co NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />4 IFEPDXY <br />PLANS FOR SPACING. SINGLE <br />O p_ SECURED W/ 2- PART <br />SPACING, SINGLE BTM. PLATE <br />1/2'SH CHOR <br />BTM. PLATE TO BE PT. <br />2" CAPPED <br />� g EPDXY. MIN. EMBED <br />TO 8E PT. PROVIDE DBL. TOP <br />RSETWEDGIN HIGH <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />GALVANIZED PIPE <br />Q 8", UNO <br />PLATE <br />6-112" EMBED. MIN, Q IT OC <br />SLAB W/10d MASONRY <br />W(FLANGE BASE <br />Q FOLLOW ALL MANF. <br />_ SPECIFICATIONS FOR <br />SIMPSON SPH4 OR SPH6 MAX. <br />NAIL 16" O/C STAGGERED. <br />ADDITIONAL METAL <br />rn I <br />USE AND <br />BTM AND TOP PLATE <br />RS T <br />o <br />a m PREPARATION OF <br />U e <br />ANCHORS W/ 10d x 1 ill" <br />COMMON NAILS FILL ALL <br />REQUIRED WHEN <br />REQUIRED WHEN NO <br />HOLE. <br />Z M <br />to <br />HOLES, DO NOT USE 10d W <br />w UPLIFT IS PRESENT. <br />SECURE FLANGE TO <br />SLAB W/(4) 114" X 2 1/4" <br />x 3" Q SEE SLAB SCHEDULE <br />¢ SEE SLAB SCHEDULE <br />TAPCONS <br />Off• <br />QQ' <br />+- 0'-0" <br />+ p•-p• <br />.� <br />TOP OF SLAB7EQ. <br />TOPOFSLAB4" <br />CHAMFER(1 STORY) <br />6" CHAMFER (2.STORY)MEQ.EESCHEDULE <br />EQ. EQ. SEE SCHEDULE <br />xD, BAR SIZE <br />FOR WxD, BAR SIZE <br />ADDING BAR TO <br />AR QUANTITY <br />AND BAR QUANTITY <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />��INTERIOR <br />CURB FOUNDATION WOOD WALL <br />7 <br />" scALE: 3/a"=r-0• (NO UPLIFT) <br />SCALE: 3/4"=V-0" <br />SCALE: 3W=r-0" (W/ UPLIFT) <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 BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />Q a <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />O <br />BTM, PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W110d MASONRY NAIL <br />w <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />m 0 <br />a a <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />0 0) 8" CMU WALL <br />UPLIFT IS PRESENT. <br />Z <br />• - TOP OF SLAB <br />SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />Z <br />TOP OF SLAB <br />. e• <br />"ISOLATED" COLUMN PAD <br />' '�. CENTERED UNDER WALL AND <br />•a <br />.TI <br />lL..�. POURED MONOLITHICALLY WITH <br />y <br />FOUNDATION AND SLAB <br />- <br />SEE SCHEDULE <br />SEE SCHEDULE <br />,ors" <br />FOR BAR SIZE <br />FOR WxD, BAR SIZE <br />BARWxD <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR <br />FOUNDATION WOOD WALL <br />��FOOTING AND COL. PAD <br />„ <br />sCALE:3/4"=V-0" <br />(NO UPLIFT) <br />SCALE:3/4"=V-0" <br />1441 N. RONALD REAGAN 8L <br />LONGWOOD, FL 327W <br />PH:407-774-6078 <br />FAX 407-774.4078 <br />wwwAbdoeigngroup.com <br />L AA 8: 0003325 <br />f <br />i <br />>summ ae LOT <br />ABBOTT PARK <br />LOT #6 <br />BLK #15 <br />PROJECT# <br />04181.000-06 51 <br />MODEL., <br />4EWB <br />"1499—FREEPORT" <br />GARAGE 8WING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />