Laserfiche WebLink
30' <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z_ <br />Z <br />STEEL REINFORCING IN GROUTED <br />_ <br />< <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />- <br />° <br />CELL SEE PLAN FOR SIZE AND <br />o: <br />SPACING REQUIREMENTS <br />v_ <br />0 <br />SPACING REQUIREMENTS <br />QQ <br />s <br />�Q• <br />GARAGE DOOR <br />m w <br />m V <br />W <br />�T�. t, <br />••�-�� <br />RECESS <br />a <br />Q'� <br />. o FM <br />g n <br />d <br />rn Z <br />8" CMU WALL <br />o: V) <br />8" CMU WALL <br />• CORNER BARS, SAME SIZE AS BAR <br />I <br />W Lu <br />B' <br />O <br />o <br />Z_ <br />+- <br />o •I IN FOUNDATION WITH 30" LEG EACH <br />W <br />N di <br />.. <br />+- 0'-0" <br />OP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />'I <br />. - � SO THAT THE STEEL REINF IS CONTINUOUS <br />TOP OF SLAB <br />Ij' <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />SEE SLAB SCHEDULE <br />- VARIMASONRY <br />OF GARAGE <br />`v. I <br />UNITS SET <br />EXT. PORCH SLABFER <br />(1STORY) "EXT. <br />PORCH SLAB <br />SEE SLAB SCHEDULE TOP <br />-` CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT BEE SCHEDULE�;p° <br />AT ELEV: <br />W/ 1/2"ISOLATIONFER <br />(WHERE <br />(2STORY) <br />#q Y4• <br />T <br />W/ 1/2° ISOLATION <br />I 4" CHAMFER (1-STORY)JOINT <br />1' . aT 6" CHAMFER (2-STORY)APPLICABLE) <br />ZEDULE <br />"APPLICABLE) <br />JOINT (WHERE <br />. <br />Z <br />•, r• EE SCHEDULE <br />4 <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />iBAR <br />SIZE <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />ivQUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS pe. 2 TO 3, PROVIDE 2 BARS), LINO <br />pT 42„ <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />BDALE:3/4"=1'-9' <br />2 <br />SCALE: <br />@ GARAGE <br />CORNER BARS DETAIL <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 />LAPTOP 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. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />W <br />I <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2z4 OR 2z6 WOOD BEARING <br />WALL Wl SYP No 2 STUDS SEE <br />PROVIDE BLOCKING <br />5 m NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />ZIAPPEO <br />SECURED W/ 2-PART <br />2 a <br />SPACING. SINGLE BTM. PLATE <br />BTM. PLATE TO BE PT. <br />GALVANIZED PIPE <br />0_ g EPDXY. MIN. EMBED <br />12'Sc0" WEDGE ANCHOR W/ 2" <br />TO BE PT. PROVIDE DBL. TOP <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />W/FLANGE BASE <br />8, UNO <br />WASHER SET IN HIGH STRENGTH <br />PLATE <br />SLAB W/10d MASONRY <br />Q O FOLLOW ALL MANF. <br />EPDXY 5.1Q" EMBED. MIN. (� 16" OC <br />NAIL 16" O/C STAGGERED. <br />4 <br />SPECIFICATIONS FOR <br />SIMPSON SPH4 OR SPH6 MAX. <br />ADDITIONAL METAL <br />ih <br />rn <br />= I USE AND <br />BTM AND TOP PLATE <br />CONNECTORS NOT <br />rl <br />F- PREPARATION OF <br />ANCHORS W110d x 1 iR" <br />REQUIRED WHEN NO <br />SECURE FLANGE TO <br />U' -* HOLE. <br />COMMON NAILS FILL ALL <br />UPLIFT IS PRESENT. <br />SLAB W/(4) 1/4- X 2 1/4" <br />Z w <br />HOLES, DO NOT USE 10d W <br />TAPCONS <br />x3" SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />O} <br />TOP OF SLAB <br />TOP OF SLAB -\ <br />4" CHAMFER (1-STORY) <br />° - <br />" <br />' <br />6" CHAMFER (2-STORY) <br />.•: °.�_°•, <br />- �e_ ._.-,_° :. ° <br />° <br />e <br />EQ. EQ. EE 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"=1'-0" <br />FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB <br />FOUNDATION WOOD WALL <br />MONOLITHIC <br />6 <br />7 scALE:3a"=1'-0" (W/ UPLIFT) <br />8 scALE:3/4"=V-0" <br />(NO UPLIFT) <br />SCALE:3/4"=l'-0 <br />LAP TOP PLATE A MIN. OF 48" --�,� <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL W1 PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />2 <br />PLANS FOR SPACING. SINGLE <br />_ <br />d <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />3 <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />d, <br />U <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />v y <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />� CL <br />b <br />8" CMU WALL <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) <br />�'`''' TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />WGROUTED <br />5" <br />-pp^ <br />SEE SLAB SCHEDULEMINIMUM <br />EMBEDMENT INOOLTS <br />TOP OF SLAB <br />s <br />CELL, 4" FROM ENDS AND <br />"• <br />"ISOLATED" COLUMN PAD <br />16" O.C. VERTICALLY MAX <br />.�� <br />"I <br />UNDER WALL AND <br />°�• <br />LCENTERED <br />POURED MONOLITHICALLY WITH <br />„ <br />- FOUNDATION AND SLAB <br />SEE SCHEDULE <br />d <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />3 / 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 />9 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />jell, <br />SCALE:34"=1'-0 <br />NO UPLIFT <br />( ) <br />10 <br />SCALE: 3/4"-V-U' <br />SCALE: 3/4"=V-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407-774.8078 <br />FAX 407-774.4078 <br />wwwabdeslgngroup.com <br />L AA N: 0003325 <br />O <br />Z <br />}q� <br />3 <br />C <br />i <br />H <br />BUDDIV. & LOT: <br />ABBOTT PARK <br />LOT #13 <br />BLK. #10 <br />PROJECT# <br />04181.000-13101 <br />MODEL" <br />3EKB <br />"1405-KEYSTONE" <br />GARAGE 8WING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP, C <br />aFRDWT <br />w4/29/20 <br />8CALE: 1/4"=f-0" <br />SHEET <br />S1.1A <br />