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- <br />30° <br />WIN <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z. <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />— <br />��� <br />G <br />CELL SEE PLAN FOR SIZE AND <br />d a <br />0 <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />i, v <br />a <br />SPACING REQUIREMENTS <br />GARAGE DOOR <br />mW <br />V <br />W� <br />RECESS <br />U <br />a <br />cr <br />E <br />°. <br />� FM <br />5 <br />¢ y Z <br />8' CMU WALL <br />O <br />8' CMU WALL <br />'� <br />I .. CORNER BARS, SAME SIZE AS BAR <br />Lu UJ 8• <br />IN FOUNDATION WITH 3W LEG EACH <br />I <br />W U <br />cn <br />+- 0'-0' <br />r 0'-0' <br />WAY AT ALL CHANGES IN DIRECTIONS <br />9 vil <br />t!1 <br />TOP OF SLAB <br />TOP OF SLAB <br />I ... - SO THAT THE STEEL REINF. IS CONTINUOUS <br />' 9 <br />° <br />°L MATCH AMOUNT OF CONTINUOUS BARS <br />I <br />CURB FOR <br />a <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />SAR SIZE 48 BAR DIA. <br />4' CHAMFER (1-STORE' <br />: <br />PORCH SLAB <br />AR S <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />° v I— CONTINUOUS STEEL MONOLITHIC <br />I <br />° FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />7;0. AT ELEV: <br />W/ tl2' ISOLATION <br />JOINT (WHERE < 6 . • - • t <br />8' CHAMFER (2-STOR1� #3 18' <br />#4 <br />EXT. <br />ISOLATION <br />I 4' CHAMFER (1 STORY) <br />l� -T 8' CHAMFER (2STORY) <br />0'-0' <br />APPLICABLE) Z <br />SEE SCHEDULE #5 <br />JOINT (WHERE <br />JOINT <br />NT <br />APPLICABLE ) <br />Z36'_ <br />• • EE SCHEDULE <br />4. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i <br />FOR WxD, BAR SIZE <br />#B <br />til <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:34'=,'-0 <br />2 <br />GARAGE SCALE:34'=1'-0' <br />CORNER BARS DETAIL <br />4 DOOR OPENING <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/ 18d COMMON <br />NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4' O/C STM. 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 />Wu1 <br />I <br />2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />20 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2' CAPPED <br />y S NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT, PLATE 70 SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />W/FLANGE O BASE <br />SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE <br />TO BE PT. PROVIDE DBL. TOP 1/2W WEDGE ANCHOR W/ 2'SECURE <br />BTM. PLATE TO BE PT. <br />PLATE <br />'L EPDXY. MIN. EMBED <br />Q 8', UNO <br />PLATE WASHER SET IN HIGH STRENGTH <br />EPDXY 5-1/2' E MBED. MIN. O 16' OC <br />ST. TO <br />PROVIDE DBL. TOP PLATE SLAB W/tOd MASONRY <br />4 <br />_ O FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPHB MAX. <br />NAIL 18' O/C STAGGERED. <br />¢ SPECIFICATIONS FOR <br />1n ¢ I <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />¢S USE AND <br />ANCHORS W/,Od x 1 1/2'REQUIRED <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />F PREPARATION OF <br />(D <br />COMMON NAILS FILL ALL <br />WHEN NO <br />SLAB W/(4) 1/4' X 2 1/4' <br />HOLE. <br />¢ <br />HOLES, DO NOT USE 10d W <br />N UPLIFT IS PRESENT. <br />W <br />APCONS <br />LT <br />x 3' ¢¢ SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />Q <br />Q <br />U-01 <br />+ o' -o <br />,Pa <br />T+- OP OF SLAB .. - <br />TOP OF SLAB <br />° <br />4' CHAMFER (I -STORY) <br />8' CHAMFER (2-STORY) <br />: a.;EQ.EQ.j<jSEE <br />�_tANDBAR <br />SCHEDULE <br />EQ. EQ.ULE <br />FOR WxD, BAR SIZE <br />SIZE <br />b BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />NTITY <br />SCALE: 3/4'=,'-0• <br />MONOLITHIC FOUNDATION <br />-7 INTERIOR CURB FOUNDATION WOOD WALL <br />. INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />o SCALE:34'=1'-0' (NO UPLIFT) <br />SCALE:3/4'=1'-0' <br />SCAlE:34'=1'-0' (W/UPLIFT) <br />LAP TOP PLATE A MIN. OF ----------- <br />AND NAIL W/ 18d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4' O/C BTM. <br />VERIFY HEIGHT <br />1! <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />Z <br />200R 2x8 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />a a <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />O } <br />QQ C <br />PROVIDE DBL. TOP PLATE <br />SLAB Whod MASONRY NAIL <br />m W <br />16' O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />d <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />¢O 1n <br />8' CMU WALL <br />UPLIFT IS PRESENT. <br />? <br />POURED LINTEL CONT. (fYP.) <br />8' CMU FILLED CELL (TYP.) <br />TOP OF SLAB•'0'' <br />as <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />1/2' DIA. SIMPSON STB2 BOLTS 5' <br />r 0'-0' <br />Z <br />Z <br />— <br />• <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />a • <br />f <br />'ISOLATED' COLUMN PAD <br />It <br />GROUTED CELL, 4' FROM ENDS AND <br />•. CENTERED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />. <br />POURED MONOLITHICALLY WITH <br />'.• <br />T— — FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />.;-� <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 FRAME BRIG WALL TO <br />INTERIOR <br />FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />1 BLOCK WALL CONNECTION <br />BDALE:34=''-0 (NO UPLIFT) <br />10 <br />SCALE:34'=1'-0' <br />1 1 SCALE:3/4'=1'-0' <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL32700 <br />PH: 407-774-6078 <br />FAK 407-774.4078 <br />wwwabdoeigngfoup.com <br />L AA #: 0003325 <br />Y <br />V <br />h <br />91 <br />a <br />SVHDIV. Ic LOT: <br />SILVERADO <br />LOT #31 <br />BLK #18 <br />PROJECT* <br />04128.002-31181 <br />MODEL? <br />4EAB <br />"1672- ARIA" <br />OARAGE SWUNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH E . B <br />