Laserfiche WebLink
30" <br />MIN, EACH WAY <br />— MONOLITHIC FOOTING <br />z <br />+y <br />Z <br />STEEL REINFORCING INGROUTED <br />STEEL REINFORCING IN GROUTED�•—CELL <br />SEE PLAN FOR SIZE AND <br />d a. <br />CELL SEE PLAN FOR SIZE AND <br />REQUIREMENTS <br />Ia <br />j_F <br />SPACING REQUIREMENTSSPACING <br />.�8" <br />GARAGE DOOR <br />w <br />m U <br />W <br />Ir <br />Ir <br />< <br />.wRECESS <br />o <br />CMU WALL <br />O co <br />8"CMU WALL <br />.. ,SAME SIZE AS LARGER BAR <br />W W B' <br />O io <br />Z <br />tO — <br />IN FOUNDATION WITH 30" LEG EACH <br />WW <br />U <br />o' o <br />+- 0'-0' <br />d. 'Ixf J WAY AT ALL CHANGES IN DIRECTIONS <br />O m <br />- TOP OF SLAB <br />TOP OF SLAB <br />"� <br />I .. SO THAT THE STEEL REINF. IS CONTINUOUS <br />° <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I I <br />s.. <br />CURB FOR <br />+ <br />a <br />EXT. PORCH SLAB ° <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1 STORY) <br />#3 18" <br />EXT. PORCH SLAB <br />- V RIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />' ' <br />- ILL CONTINUOUS STEEL MONOLITHIC <br />v. I <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />`- i;p. AT ELEV: <br />W/ 1/2" ISOLATION _, <br />JOINT (WHERE • • <br />6" CHAMFER (2-STORY) <br />#4 24" <br />W/ 112" ISOLATION <br />4" CHAMFER (I -STORY) <br />6' CHAMFER (2STORY) <br />-� <br />APPLICABLE) Z - <br />SEE SCHEDULE �„ <br />JOINT (WHERE <br />APPLICABLE) <br />Z <br />o EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />2 <br />FOR WXD, BAR SIZE <br />a#6 <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />� <br />N <br />AND BAR QUANTITY <br />NUMBER OF BARS Qe. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />2 <br />SCALE: 3/4"=1'-0' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />@ GARAGE <br />3 <br />4 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=V-0" <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 49' ---�� <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL WI PLAN <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />W <br />w <br />00- 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 />2" CAPPED <br />j NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE <br />1/2"xB" WEDGE ANCHOR W/2" <br />BTM. PLATE TO BE PT. <br />W/FLANGEQBASE <br />0. EPDXY. MIN. EMBED <br />I <br />TO BEPT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />8", UNO <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. 16" OC <br />SLAB W/10d MASONRY <br />o <br />Q ❑ FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX <br />NAIL i6" OIC STAGGERED. <br />Ly <br />= SPECIFICATIONS FOR <br />N ¢ <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />a� USE AND <br />I <br />ANCHORS W/,Od x 1 1/2" <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />SLAB W/(4) 1/4" X 21/4" <br />PREPARATION OF <br />HOLE. <br />COMMON NAILS FILL ALLch <br />REQUIRED WHEN NO <br />(q UPLIFT IS PRESENT. <br />TAPCONS <br />w cc <br />HOLES, DO NOT USE 10d W <br />W <br />z 3" crSEE SLAB SCHEDULE <br />a <br />SEE SLAB SCHEDULE <br />� 4Q0 <br />TOP OF SLAB <br />` <br />4" CHAMFER (I -STORY) <br />6" CHAMFER (2-STORY) <br />a <br />� s ° <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 />scALE:3a=,-0 <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />� <br />6 <br />� <br />SCALE:3/4'=1'-0" (NO UPLIFT) <br />SCALE:3/4"=1'-0" <br />BDALE:3/4"=,'-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 " <br />0" <br />PLANS FOR SPACING. SINGLE <br />SECURE ST. PLATE TO <br />0 <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB WHOd MASONRY NAIL <br />C� w <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />0 <br />a <br />CONNECTORS NOT <br />0 N <br />B"CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />M ? <br />+- U-0 <br />POURED LINTEL CONT. (TYP.) <br />�' 8" CMU FILLED CELL (TYP.) <br />TOP OF St B'o'' <br />SEE SLAB SCHEDULE <br />.,I° <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON ST82 BOLTS 5" <br />TOP OF SLAB <br />. a• <br />Z <br />Z <br />♦ ` <br />"ISOLATED" COLUMN PAD <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />m <br />n CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />.�a <br />•' <br />POURED MONOLITHICALLY WITH <br />y <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />ICI <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />FOAND COL. PAD <br />BLOCK WALL CONNECTION <br />-0" (NO UPLIFT) <br />BCALE:3/4"=V-V' <br />S <br />11 SCALE:3/4"=V-0" <br />L441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA 8: 0003325 <br />NM <br />[ <br />a <br />4 <br />S <br />aJill <br />1111 <br />avanI at LOT <br />SILVERADO <br />LOT #42 <br />BLK #18 <br />PROJECT#L <br />04128.002-42181 <br />MODXLA <br />4EBB <br />"1828-CALI" <br />GARAGE STUNG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXAR B <br />DATE: 07/27/20 <br />aCAI.E: 1/4"=1'-0" <br />LlHEET <br />S1.1A <br />