Laserfiche WebLink
30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />z <br />++ <br />Z <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />° <br />p v _ <br />C <br />CELL SEE PLAN FOR SIZE AND <br />¢ o. <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />.� p . <br />I p <br />6. <br />SPACING REQUIREMENTS <br />m W <br />�� <br />GARAGE DOOR <br />m W <br />U <br />1 <br />RECESS <br />�J <br />a a <br />CL� <br />¢ <br />FM <br />g7 <br />8" CMU WALL <br />O <br />8" CMU WALL <br />AS CER BAR <br />I•t CORNER ATRT7L <br />Lu =co <br />B+ <br />toZ <br />oZ <br />tO — <br />+- 0'-0^ <br />N FOUNDION WIH 30EG EACH <br />I <br />0'-0• <br />d. ' J WAY AT ALL CHANGES IN DIRECTIONS <br />10 <br />TOP OF SLAB <br />" • - TOP OF SLAB <br />I .. I SO THAT THE STEEL REINF. IS CO NTINUOUS <br />�j��-. <br />MATCH AMOUNT OF CONTINUOUS BARS <br />° <br />CURB FOR <br />f <br />EXT. PORCH SLAB a' <br />.. a."` <br />SEE SLAB SCHEDULE1j <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1-STORY) <br />iKi 18" <br />+ <br />EXT. PORCH SLAB <br />Y SEE SLAB SCHEDULE TOP OF GAAGE <br />Il <br />.' <br />v (:. ,Ia CONTINUOUS STEEL MONOLITHIC <br />- ° FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />��p, AT ELEV: <br />W/ 112" ISOLATION <br />6" CHAMFER (2STORY) <br />4" CHAMFER 1-STORY) <br />0'-0" <br />JOINT HER <br />p4 24• <br />WI 1/2"ISOLATION <br />4 6" CHAMFER (2-STORY) <br />- '• <br />> <br />APPLICABLE) Z <br />SEE SCHEDULE 30,. <br />JOINT (WHERE <br />APPLICABLE) <br />Z <br />T� <br />a EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />42 <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />##6 <br />EXTERIOR MONO -FOOTING <br />r,-"\EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />SCALE: 314"=V-0" <br />scALE: as"=r-0'• <br />CORNER BARS DETAIL <br />DOOR OPENING <br />@ GARAGE <br />3 <br />4 <br />SCALE: 314"=1'-0" <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 46' <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFYHEIGHT EI GHT <br />VERIFY HEIEI <br />NAILS, 2-ROWS, 4" O/C BTM. HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />w <br />I <br />2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />� 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 W/ 2- PART <br />SPACING. SINGLE BTM. PLATE <br />1/2'k8" WEDGEANCHORHISTRENGTH <br />BTM. PLATE TO BE PT. <br />WlFLANGE 6 BASE <br />o. 5 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 />8", ONO <br />PLATE <br />EPDXY S7/2" EMBED. MIN. 0 IT OC <br />SLAB W/10d MASONRY <br />o <br />Q O FOLLOW ALL MANF. <br />SIMPSON SPH4 SPH6 <br />NAIL 16" O/C STAGGERED. <br />SPECIFICATIONS FOR <br />BTM AND TOP PLATEAr <br />LA <br />ADDITIONAL METAL <br />= USE AND <br />ANCHORS W/ 10d x 1 1/2" <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />SLAB W/(4)1/4" X 2 114" <br />F- m PREPARATION OF <br />C7 a HOLE. <br />COMMON NAILS FILL ALL U <br />REQUIRED WHEN NO <br />U UPLIFT IS PRESENT. <br />TAPCONS <br />W <br />HOLES, DO NOT USE 10d W <br />W <br />x T, SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />TOP OF SLAB <br />4" CHAMFER (1-STORY) <br />6" CHAMFER (2-STORY) <br />•: .�, <br />e <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. SEE 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 />6QALE: 3/4='-0• <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />6 <br />SCALE:3/4'�V-0" (W/ UPLIFT) <br />B°ALE:34""'-0" (NO UPLIFT) <br />SCALE: 3/4''=V-0" <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 />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />O a <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />¢ w <br />m <br />i6" O/C STAGGERED, <br />ADDITIONAL METAL <br />U <br />v a <br />CONNECTORS NOT <br />REQUIRED WHEN <br />0 U <br />8" CMU WALL <br />UPLIFT IS PRESENT.T. <br />m ? <br />+- 0'-0' <br />POURED LINTEL CONT. (TYP.) <br />, -' <br />B" CMU FILLED CELL (TYP.) <br />_ TOP OF SLAB <br />SEE SLAB SCHEDULE <br />as � <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS 5" <br />Z <br />MINIMUM EMBEDMENT INTO <br />O+-0OF SLAB <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />° CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />° -� <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 />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />AND COL. PAD <br />�� BLOCK WALL CONNECTION <br />3/4"=l'-O" (NO UPLIFT) <br />&22DNG _ <br />SCALE: 3/4"=V-0' <br />1 1 SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407-774.6079 <br />FAX: 407-7744078 <br />wwwabdeslgngroup.00m <br />AA N: 0003325 <br />y� <br />C <br />b <br />ekka <br />6 <br />aUBDtV aLOT: <br />ABBOTT PARK <br />LOT ##23 <br />BLK. ##8 <br />PROJECT# <br />04181.000-23081 <br />MODEL <br />4EBB <br />"1828- CALI" <br />GARAGE INIMMG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH FR. C <br />