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30' <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />STEEL REINFORCING IN GROUTED <br />_ <br />I STEEL REINFORCING IN GROUTED <br />�I.• <br />CELL SEE PLAN FOR SIZE AND <br />< n: <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />.. Pam., <br />D aaC <br />SPACING REQUIREMENTS <br />¢� <br />aN <br />— <br />GARAGE DOOR <br />¢ W <br />U <br />W <br />I Ja• <br />RECESS <br />_ <br />4a <br />ErF,7 <br />< <br />g= <br />0 1a/1 Z <br />8' CMU WALL <br />O U <br />8' CMU WALL <br />I � AT IZLEG <br />W W 89 <br />io <br />Z <br />NORNER <br />ON WITH EACH <br />ULx� <br />/nTOP <br />+ 0'-0' <br />WAY AT ALL CHANGES IN DIRECTIONS <br />KI <br />OF SLAB <br />TOP OF SLAB <br />.. SO THAT THE STEEL REINF. IS CONTINUOUS <br />��"�nMATCH <br />AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4' CHAMFER (1-STORY) <br />,8' <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE TOP OF GARAVATGE'r <br />4' CHAMFER <br />fl�4� <br />2 <br />- v. • .lo_ CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UN SET <br />AT <br />'- p. AT ELEV: <br />W/ 1/2' ISOLATION '-.. <br />6' CHAMFER (2-STORY) <br />W/ 1/2• ISOLATION <br />(1STORY) <br />JOINT (WHERE • • <br />APPLICABLE) Z <br />p4 24• <br />SEE SCHEDULE #5 W% <br />JOINT <br />APPLICABLE) <br />�,-.r�• <br />Z <br />8' CHAMFER (2-STORY) <br />4 EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />N <br />AND BAR QUANTITY <br />N <br />AND BAR QUANTITY <br />NUMBER OF BARS (is, 2 TO 3, PROVIDE 2 BARS), UNO <br />4%B7 <br />1. <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:3/4'=1'-0' <br />n <br />2 <br />GARAGE SCALE:34=,'-°' <br />3 CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3�4'=1'-0' <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/ 18d COMMON <br />AND NAIL W/ 16d COMMON <br />NAILS, 4' BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4' BTM. VERIFY HEIGHT <br />OCCUR, OVER OF WALL W/ 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 2xe WOOD BEARING PROVIDE BLOCKING <br />WAIL W/ SYP <br />20 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2' CAPPED <br />j m 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 d SECURED 2- PART <br />¢ <br />SPACING. SINGLE BTM. PLATE <br />1/2'x9' WEDGE ANCHOR W!2' <br />BTM. PLATE TO BE PT. <br />W/FLANGE @BASE <br />M N. <br />a S EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASHERSET IN HIGH STRENGTH <br />PROVIDE DBL. 70P PLATE SECURE 8T. PLATE TO <br />� Q 8', UNO <br />PLATE 5 <br />EPDXY 5-1/2' EMBED. MIN. 016' OC <br />SLAB W/tOd MASONRY <br />o <br />_ O FOLLOW ALL MANF. <br />SIMP80N SPH4SPHB MAX. <br />NAIL 18' O/C STAGGERED. <br />m <br />¢ SPECIFlCATIONS FOR <br />0) Q <br />PLATE <br />BTM AND TOP PTE <br />ADDITIONAL METAL <br />SECURE FLANGE TO <br />( USE AND <br />F=-- m PREPARATION OF <br />cr <br />ANCHORS W/ 10d x 1 1/2' <br />COMMON NAILS FILL ALL <br />CONNECTORS NOT <br />REQUIRED WHEN <br />SLAB W/(a) 1/4' X2 1/4' <br />O HOLE. <br />m <br />UPLIFT IS PRESENT. <br />TAPCONS <br />Z ¢ <br />HOLES, DO NOT USE 10d w <br />w <br />x 3' cc SEE SLAB SCHEDULE <br />m <br />¢ BEE SLAB SCHEDULE <br />gQO <br />a <br />,QQ <br />TOP OF SLAB � ... , <br />TOP OF SLAB . <br />� 4 <br />4' CHAMFER ISTORY) <br />6' CHAMFER (2-STORY)+:—a' <br />e <br />T— . <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />5 BOLLARD <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 />8 <br />6 <br />7 <br />SCALE:3/4•=,'-o• (NO UPLIFT) <br />SCALE:34'=,'-0 <br />scALE:ya=,'-o (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 />20 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />f <br />WALL W/ SYP No 2 STUDS SEE <br />¢ " <br />a <br />PLANS FOR SPACING. SINGLE <br />SECURE ST. PLATE TO <br />�- <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />¢ <br />¢ w <br />m <br />18' O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />d <br />CONNECTORS NOT <br />/n <br />REQUIRED WHEN NO <br />0 <br />8' CMU WALL <br />UPLIFT IS PRESENT. <br />�? <br />+- 0'-0' <br />POURED LINTEL CONT. (TYP.) <br />W CMU FILLED CELL (TYP.) <br />TOP OF SLABSEESLABSCHEDULE <br />2X WALL FRAMING <br />WGROUTED <br />SEE SLAB SCHEDULE <br />1/2'DIA S MPSON STB2 BOLTS 5' <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />e• <br />f'ISOLATED'COLUMN <br />PAD <br />CELL, 4' FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16.O.C. VERTICALLY MAX <br />< <br />.—.'. POURED MONOLITHICALLY WITH <br />-• <br />, <br />-- — r FOUNDATION AND SLAB <br />SEESEE SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />���INTERIOR <br />FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />�� BLOCK WALL CONNECTION <br />`� SCALE: 3/4'=1'-0' (NO UPLIFT) <br />10 <br />SCALE: 3/4'=1'-O' <br />SCALE: 3l4'=1'-0' <br />i N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdoeigngroup.com <br />AA N: 0003325 <br />g <br />tall <br />� <br />� <br />y <br />4 <br />JiLL. <br />SUBDIV. Ic L/OT: <br />SILVERADO <br />LOT #37 <br />BLK #18 <br />PROJECTIP <br />04128.002-37181 <br />HODELa <br />4EBB <br />"1828-CAU" <br />GARAGE 8NDIG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />