Laserfiche WebLink
30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />'g <br />STEEL REINFORCING IN GROUTED <br />I STEEL REINFORCING IN GROUTED <br />$ <br />CELL SEE PLAN FOR SIZE AND <br />p: <br />o <br />CELL SEE PLAN FOR SIZE AND <br />y v <br />P: <br />d <br />O <br />SPACING REQUIREMENTS <br />} <br />C:_ <br />SPACING REQUIREMENTS <br />_ s <br />° <br />c <br />/ ^ <br />- <br />GARAGE DOOR <br />W <br />[S U <br />:3 <br />W <br />vs -�-. . <br />oog00 W <br />RECESS <br />ao U <br />G <br />FM <br />= <br />i <br />8" CMU WALL <br />O 0) <br />8" CMU WALL <br />, . t CORNER BARS, SAME SIZE AS BAR <br />w w <br />B" <br />`2 � <br />� <br />� <br />IN FOUNDATION WITH 30" LEG EACH <br />W = <br />+- 0'-0• <br />•' - - - TOP OF SLAB <br />+- 0'-0" <br />TOP OF SLAB <br />� � d�T J WAY AT ALL CHANGES IN DIRECTIONS <br />I ... V' SO THAT THE STEEL REINF. IS CONTINUOUS <br />-Isl <br />N UVj <br />. <br />. <br />I( <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I <br />CURB FOR <br />• <br />a <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (.STORY) <br />M3 ,8" <br />• <br />EXT. PORCH SLAB <br />-VARIS <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />I <br />"o. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />gyp. AT ELEV: <br />W/ i/2" ISOLATION <br />JOINT (WHERE. <br />6" CHAMFER (25TORY) <br />e4 24" <br />W/ill" ISOLATION <br />� 4" CHAMFER (1-STORY) <br />I . a' <br />��aa�-�����---��--' 8"CHAMFER (2-STORY) <br />i� <br />APPLICABLE) i <br />SEE SCHEDULE p5 30" <br />JOINT (WHERE <br />APPLICABLE) <br />i_ <br />• i EE SCHEDULE <br />a. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />f <br />FOR WXD, BAR SIZE <br />M6 36' <br />06 <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />2 <br />AND BAR QUANTITY <br />NUMBER OF BARS (e. 2 TO 3, PROVIDE 2 BARS), UNO <br />42" <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE: 3/4"=1'-0" <br />(_,') <br />@ GARAGE SCALE: 3/4' 1'-p" <br />CORNER BARS DETAIL <br />3 <br />DOOR OPENING <br />4 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3l4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN, OF 40" <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 />O a I <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL WI 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 a SECURED Wl2- PART <br />SPACING. SINGLE BTM. PLATE <br />WEDGEETIN <br />BTM. PLATE TO BE PT. <br />W/FLANGE BASE <br />re) <br />0, g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASH HIGH STREW <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />Lc 8", LINO <br />PLATE <br />EPDXY bi/2"EMBED. MIN. 16" OC <br />SLAB W/10d MASONRY <br />o <br />O FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPHB MAX. <br />NAIL 16" O/C STAGGERED. <br />to a SPECIFICATIONS FOR <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />USE AND <br />I <br />ANCHORS WI 10d x 1 1Y2" <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />F=- PREPARATION OF <br />(0 <br />COMMON NAILS FILL ALL <br />REQUIRED WHEN NO <br />SLAB W/(4) 1/4" X 2 1/4" <br />TAPCONS <br />HOLE. <br />w 0: <br />V) <br />HOLES, DO NOT USE 10d w <br />UPLIFT IS PRESENT. <br />w <br />ogO <br />x T, SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />,QQ <br />TOP OF SLAB <br />_�=AND <br />TOP <br />OF SLAB <br />. _ <br />4" CHAMFER (.STORY) <br />•- <br />° <br />6" CHAMFER (2-STORY) <br />ULE <br />EQ. EQ. SEE SCHEDULE <br />SIZE <br />FOR WxD, BAR SIZE <br />ADDING BAR TO <br />NTITY <br />AND BAR QUANTITY <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />G <br />l <br />SCALE:34"=,'-0" (W/ UPLIFT) <br />SCALE:3/4"=V-(" (NO UPLIFT) <br />SCALE:3/4"=V- <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 />i <br />2.4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />g <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />O IL <br />C <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />IS"O/C STAGGERED. <br />W <br />U <br />ADDITIONAL METAL <br />w <br />a d <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />0 <br />8" CMU WALL <br />UPLIFT IS PRESENT. <br />? <br />+- 0' <br />, POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) <br />TOP OF SLAB <br />��0'' <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />.I" <br />SEE SLAB SCHEDULE <br />112" DIA. SIMPSON STB2 BOLTS 8' <br />+- 0'-0' <br />i <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />. n• <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />._.' CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />d• ._ <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />I <br />I SEE SCHEDULE <br />.!�-^'�*�^p <br />FOR WAR, BAR SIZE <br />I <br />V FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />vll"--------551I <br />AND BAR QUANTITY <br />�, <br />1 <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />" <br />FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />(D_,'�!INNTE�RIOR <br />34"=,'-0 (NO UPLIFT) <br />10 <br />SCALE:34"=1'-0" <br />11 SCALE: 3/4"=V-0" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH: 407-7746078 <br />FAX 407-774.4078 <br />www.abdwlgngroOP•� <br />I, AA M: 0003325 <br />it <br />b <br />b <br />SUDDIV Ale LOT: <br />SILVERADO <br />LOT #11 <br />BLK. #19 <br />PROJECT* <br />0 128.002-11191 <br />MODEIa <br />4EBB <br />"1828—CALI" <br />GARAGE DWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />