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30, <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />}} <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />r[-' <br />CELL SEE PLAN FOR SIZE AND <br />$ d <br />CELL SEE PLAN FOR SIZE AND <br />III - <br />a <br />¢� <br />SPACING REQUIREMENTS <br /><Lu <br />SPACING REQUIREMENTS <br />v <br />r.�tr_•_•: �. •.. <br />� <br />�{* GARAGE DOOR <br />'k <br />ro <br />cc IL <br />cr"n <br />W <br />�. °•, <br />�. <br />e <br />LI,I j FM <br />RECESS <br />g� <br />i <br />8' CMU WALL <br />O <br />8' CMU WALL <br />I , .I 1 CORNER BARS, SAME SIZE AS LARGER BAR <br />W w e' <br />C) <br />Z <br />+- a'0' <br />o IN FOUNDATION WITH 30' LEG EACH <br />%%% - 9 <br />•� <br />W U <br />cn <br />". <br />+• -0' <br />TOP OF SLAB <br />TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I SO THAT THE STEEL REINF. IS CONTINUOUS <br />a1 <br />! <br />{ ,/e--.'err""-" '_-"+t—� <br />I . .. ; MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />• f' .. _. <br />a <br />EXT. PORCH SLAB <br />W/ ISOLATION <br />SEE BLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4' CHAMFER (I -STORY) <br />R3 18• <br />EXT. PORCH SLAB <br />-VARIES <br />- SEE SLAB SCHEDULE TOP OF GARAGE <br />4' CHAMFER <br />v. I :. CONTINUOUS STEEL MONOLITHIC <br />° FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />�• AT ELEV: <br />1/2' <br />JOINT (WHERE . • Y. •'` <br />6' CHAMFER (2-STORY) <br />g4 P4' <br />W/ 1!2' ISOLATION <br />(1-STORY) <br />-1 8' CHAMFER (2-STORY) <br />.: <br />0'-0' <br />APPLICABLE) i - <br />SEE SCHEDULE as W. <br />JOINT (WHERE <br />• EE SCHEDULE <br />f <br />FOR WXD, BAR SIZE <br />APPLICABLE) <br />i <br />4 FOR WXD, BAR SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />NUMBER OF BARS 0e. 2 TO 3, PROVIDE 2 BARS), LINO <br />u7 42• <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />G) <br />SCALE: 3/4'=V-0' <br />BARS DETAIL <br />DOOR OPENING <br />@GARAGE <br />G)CgOaRNER <br />SCALE: 3/4•=7'-0' <br />LAP TOP PLATE A MIN. OF 48' <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ ISd COMMON <br />AND NAIL W/ 18d COMMON <br />VERIFY HEIGHT <br />NAILS, 2-ROWS, 4' O/C BTM, HEIGHT <br />VERIFY HEIGHT <br />NAILS, 2-ROWS, 4' O/C BTM. EI <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />w <br />a a I <br />2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />20 OR 2xe WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />a1 NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />O a SECURED W/ 2- PART <br />¢g <br />SPACING. SINGLE BTM. PLATE <br />1/2'x9' WEDGE ANCHOR W/2' <br />gTM, PLATE TO BE PT. <br />2' CAPPED <br />a EPDXY. MIN. EMBED <br />I <br />TO PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />GALVANIZED PIPE <br />Q 8', LINO <br />m - <br />PLATE <br />PLATE EPDXY 5-1/2' EMBED. MIN. 0 18.00 <br />SLAB W/10d MASONRY <br />W/FLANGE ®BASE <br />S Q SPECIFICATIONS FOR <br />SIMPSON SPH4 OR SPHB MAX,ADDITIONAL <br />NAIL IW O/C STAGGERED. <br />METAL <br />p USE AND <br />BTM AND TOP PLATE <br />CONNECTORS NOT <br />M <br />h PREPARATION OF <br />HOLE. <br />ANCHORS W/ 10d x 1 1/2' <br />COMMON NAILS FILL ALL <br />REQUIRED WHEN NO <br />Z <br />HOLES, DO NOT USE 10d W <br />T. <br />W UPLIFT IS PRESENT. <br />SECURE FLANGE TO <br />SECURETAPCONS <br />SLAB W/(4) 1/4- X 2 1/4' <br />x 3• ¢ SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />4 <br />Q` <br />¢ <br />0'-0' <br />.P¢ <br />+ <br />TOP OF SLAB _� .. ; <br />TOP OF SLAB <br />4• CHAMFER (7STORY)—' <br />• � <br />a <br />8' CHAMFER (2-STORY) <br />a �_ <br />• —Q <br />Tn <br />•: :•, <br />e <br />• s <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />O <br />o <br />8 <br />F SCALE: 3/4'=1'-0' (W� UPLIFT) <br />SCALE: 3I4'=1'-0' <br />SCALE:&4'=7'-0' <br />SCALE: 3/4'=1'-0' (NO UPLIFT) <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 18d 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 />2x4 OR 2xe WOOD BEARING <br />PROVIDE BLOCKING <br />f <br />WALL W/ SYP No 2 STUDS SEE <br />as> <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />D <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />¢ F� <br />Q w <br />o] <br />18.0/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />a <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />0O a) <br />e' CMU WALL <br />UPLIFT IS PRESENT. <br />8 i <br />+-ao• <br />• --TOP OF SLAB <br />SEE SLAB SCHEDULE_I—, <br />i <br />SEE SLAB SCHEDULE <br />+ a-o• <br />i <br />TOP OF SLAB <br />c <br />'ISOLATED' COLUMN PAD <br />CENTERED UNDER WALL AND <br />• <br />-�. POURED MONOLITHICALLY WITH <br />• <br />-- FOUNDATION AND SLAB <br />`� --� <br />---gi-s <br />SEE SCHEDULE <br />SEE SCHEDULE <br />. <br />FOR WXD, BAR SIZE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO - <br />INTERIOR <br />FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />I V <br />_ <br />SCALE: <br />3/4'=1'-0' (NO UPLIFT) <br />SCALE: 3/4'=1'-0 <br />1441 N. RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407-77"078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.eom <br />L AA P. 0003326 <br />[itt. <br />T <br />f <br />$ <br />R <br />i <br />sUDDIV. ae LOT: <br />ABBOTT PARK <br />LOT #16 <br />BLK #8 <br />PROJECT* <br />04181.000-16081 <br />MODEL <br />4EWB <br />"1499-FREEPORT" <br />OARAOE s11IMO: <br />LEFT <br />PACE: <br />DETAILS <br />160 MPH EXP. C <br />