Laserfiche WebLink
30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />y <br />g <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />v — <br />g o: <br />CELL SEE PLAN FOR SIZE AND <br />d 0. <br />CELL SEE PLAN FOR SIZE AND <br />-• <br />O <br />SPACING REQUIREMENTS <br />mw <br />SPACING REQUIREMENTS <br />.(�_ <br />�Q °". - <br />GARAGE DOOR <br />w <br />U <br />w1 <br />�- <br />w RECESS <br />�a <br />Q <br />I �. o� FMB. <br />° <br />g? <br />N Z <br />8" CMU WALL <br />O N <br />8" CMU WALL <br />° . CORNER BARS, SAME SIZE AS BAR <br />I <br />wW Lu B+ <br />O is - <br />o <br />Z <br />IN FOUNDATION WITH 30" LEG EACH <br />; >I. <br />°• 0'-0" <br />WAY AT ATLL ES IN DIRECTIONS <br />�. <br />N <br />`A N <br />TOP OF SLAB <br />TOP OF SLAB <br />SO THAT HE STEELREINS CONTINUOUS <br />I <br />t— <br />.. <br />MATCH <br />AMOUNT OF CONTINUOUS BARS <br />I ° �I <br />CURB FOR <br />• f - • . <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 />(-1 VAR <br />•. SEE SLAB SCHEDULE TOP OF GARAGE <br />° LL <br />I CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE=p. <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/ 12" IS, <br />^-� <br />6" CHAMFER (2-STORY) <br />W/ 1/2"ISOLATION <br />l 4" CHAMFER (1 STORY) <br />JOINT (WHERE <br />APPLICABLE) Z <br />#4 24" <br />SEE SCHEDULE #5 30" <br />JOINT (WHERE <br />APPLICABLE) <br />Z <br />i.:• <br />8" CHAMFER (2-STORY) <br />4p EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />�E EEE <br />FOR WxD, BAR SIZE <br />N6 <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 (16. 2 TO 3, PROVIDE 2 BARS), LINO <br />42" <br />#T 42" <br />N <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />scALE:3a"=rA <br />2 <br />@ GARAGE SCALE:34"=1'-0 <br />3 CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3l4"=1'-0" <br />SCALE: <br />LAP TOP PLATE A MIN. OF 46' --�� <br />LAP TOP PLATE A MIN, OF 48" <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 />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 N 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 0. SECURED WI 2- PART <br />SPACING. SINGLE BTM. PLATE <br />12'kD" WEDGE ANCHOR W/ 2" <br />BTM. PLATE TO BE PT. <br />W/FLANGE BASE <br />a g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />Q 8", UNO <br />PLATE <br />EPDXY 6-1/2'EMBED. MIN. 0 16" OC <br />SLAB WI10d MASONRY <br />o <br />Q O FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPHB MAX. <br />NAIL 16" OIC STAGGERED. <br />M <br />= 1 ( SPECIFICATIONS FOR <br />U) ¢ <br />USE AND <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />CED <br />SECURE FLANGE TO <br />m <br />PREPARATION OF <br />ANCHORS W/ 10d x 1 12" <br />COMMON NAILS FILL ALL <br />UIRE WHENRS <br />REQUIRED WHEN NO <br />N <br />SLAB W/(4) 1l4" X 2114" <br />O HOLE. <br />N <br />y UPLIFT IS PRESENT. <br />TAPCONS <br />w <br />HOLES, DO NOT USE 10d W <br />w <br />x 3" SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />M p FO <br />_ <br />0 <br />' 00• <br />,QQQ <br />7 •. • <br />TOP OF SLABTOP <br />OF SLAB -d�,. <br />° <br />4" CHAMFER(iSTORY) <br />- <br />°: ° <br />6" CHAMFER(2STORY) <br />+ ,�_•.._ .T� <br />s ° <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />FOR WXD, BAR SIZE <br />FOR WXD, BAR SIZE <br />BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />�5 <br />SCALE:34"=,'A <br />MONOLITHIC FOUNDATION <br />_, INTERIOR CURB FOUNDATION WOOD WALL <br />8INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />scALE:3/a"=1'-a' (NO UPLIFT) <br />SCALE:3/4"=7'-0" <br />SCALE:3l4"=1'-0" (�// UPLIFT) <br />LAP TOP PLATE A MIN. OF 4W <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 />PLANS FOR SPACING. SINGLE <br />�y <br />O } <br />STM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />0: C. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/tOd MASONRY NAIL <br />w <br />18" O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />a <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />C N <br />O <br />8" CMU WALL <br />UPLIFT IS PRESENT. <br />M Z <br />'0'-0 <br />Z. POURED LINTEL CONT. (TYP.) <br />" <br />- <br />8" CMU FILLED CELL (TYP.) <br />- B <br />TOP OF SLA <br />�+0" <br />SEE SLAB SCHEDULE <br />.I• <br />2X WALL FRAMING <br />° SEE SLAB SCHEDULE <br />12" DIA, SIMPSON STB2 BOLTS 5" <br />., p- • <br />Z <br />Z <br />- <br />• <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />n° <br />M <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />FFOR <br />16' O.C. VERTICALLY MAX <br />• <br />POURED MONOLITHICALLY WITH <br />*- <br />T-FOUNDATION AND SLAB <br />EDULE <br />SEE SCHEDULE <br />.!�r-f <br />BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />ANDBAR 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"=T-0" (NO UPLIFT) <br />1 <br />V SCALE: 3/4"=1'-0" <br />11 SCALE: 3/4"=l'-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32760 <br />PH: 407-7744078 <br />FAX: 407-774.4078 <br />www.abdoslgngroup•com <br />AA #: 0003325 <br />C <br />sUDDIV. <br />So L <br />em <br />SILVERADO <br />LOT 17 <br />BLK 18 <br />PROJECT# <br />04128.002 17181 <br />MODELa4EAB <br />"1672-ARI" <br />NGARAGE 8W <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />PRINT 03/05/20 <br />DATE <br />sCAL E: 1/4"=f-O" <br />sHwwr <br />S1.1A <br />