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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />9TEE L REINFORCING IN GROUTED <br />^ <br />STEEL REINFORCING IN GROUTED <br />rr <br />T <br />CELL SEE PLAN FOR SIZE AND <br />Q d <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />t v v <br />1 <br />SPACING REQUIREMENTS <br />4 <br />Q� <br />m U <br />- v— <br />.�e 'w°_ <br />GARAGE DOOR <br />W <br />m J <br />W <br />¢ <br />r� <br />1.� FM <br />g5 <br />RECESS <br />22 N 8" CMU WALL <br />a: <br />O to <br />8" CMU WALL <br />.> I I e . / CORNER BARS, SAME SIZE AS BAR <br />W W <br />g' <br />`� <br />ai <br />'- 0'-0" <br />FOUNDATION WITH 3d'LEG EACH <br />d <br />W (_� <br />N <br />+_ d-0'• <br />• TOP OF SLAB <br />TOP OF S <br />W <br />°�I WAY AT ALL CHANGES IN DIRECTIONS <br />I ... SO THAt THE STEEL REINF. IS CONTINUOUS <br />(q <br />� � � � � <br />ZgAND <br />I <br />� <br />-VARIES <br />I'ry <br />MATCH AMOUNT OF CONTINUOUS BARS <br />�- g <br />CURB FOR <br />MASONRY <br />SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />v CONTINUOUS STEEL MONOLITHIC <br />UNITS SET <br />7%p. <br />EXT. PORCH SLAB CHAMFER (15TORY) <br />W/ 1/2'ISOLATION CHAMFER (2STORY) t8'/ <br />7/lOLATION <br />4" CHAMFER (1STORY) <br />• 6" CHAMFER (2-STORY) <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />s'JOINT <br />AT ES <br />0•{p <br />(WHERE 84 24^•APPLICABLE) i SCHEDULE #5 30" <br />JOINT (WHERE <br />APPLICABLE) Z <br />: <br />4 <br />EE SCHEDULEWXD, <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />BAR SIZE <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), LINO <br />97 <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />SCALE: 3/4"=T-0" <br />L <br />@ GARAGE SCALE: 3/4"=1'.9' <br />CORNER BARS DETAIL <br />3 <br />DOOR OPENING <br />4 <br />SCALE: 3l4"=1'-0" <br />SCALE: 314"=,'-0" <br />LAP TOP PLATE A MIN. OF 48" <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" BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER ER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />W <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PROVIDE BLOCKING <br />a I <br />No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />S N NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />11Zkd' WEDGE ANCHOR W/ 2' <br />BTM. PLATE TO BE PT. <br />O 0. SECURED Wl 2- PART <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />g EPDXY. MIN. EMBED <br />PLATE <br />EPDXY 5-1(P' EMBED. MIN. a 16' OC <br />SLAB W/10tl MASONRY <br />-I Q 8',. UNO <br />- <br />USP SPTH4 OR SPTH6 BTM MAX. <br />NAIL 16' O/C STAGGERED. <br />.� <br />Q O FOLLOW ALL MANF. <br />= <br />AND TOP PLATE ANCHORS W/ <br />K SPECIFICATIONS FOR <br />V) ( <br />x 1 ,YY' COMMON NAILS <br />312" DIAMETER CONC. <br />FILLED STEEL PIPE <br />a. 6x6 METAL PLATE <br />_ USE AND <br />H. PREPARATION OF <br />O HOLE. <br />Z ccSEE <br />FILL <br />FILL ALL HOLES, DO NOT USE <br />10d x 3" W <br />SLAB SCHEDULE <br />< <br />W <br />K SEE SLAB SCHEDULE <br />Q <br />ANCHOR BOLTS <br />QQ' <br />TOP OF SLAB <br />TOP OF SLAB <br />4" CHAMFER (1STORY)�-a <br />i- <br />• <br />6' CHAMFER(2STORY) <br />•: ale <br />EQ. EQ. EE SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />FOR WXD, BAR SIZE <br />FOR WAD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />�� INTERIOR CURB <br />FOUNDATION WOOD WALL <br />MONOLITHIC <br />FOUNDATION <br />SCALE:34"=1'1Y' <br />BOLLARD <br />SCA34"=1'-d' <br />LE: <br />(NO UPLIFT) <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C STM. VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />PUNS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. SECURE ST. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />IL <br />PROVIDE DBL. TOP PLATE <br />16' O/C STAGGERED. <br />IL <br />q W <br />U <br />IL <br />1n <br />Q <br />8" CMU WALL <br />Z <br />.. POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) <br />SEE SLAB SCHEDULE <br />. <br />TOP OF SLAB <br />(' <br />2X WALL FRAMING <br />+- 0'-0" <br />[/��+---.-�� <br />•- BEE SLAB SCHEDULE <br />1/2" DIA USP 725OSD BOLTS 6' <br />TOP OF SLAB - -a• <br />?s <br />MINIMUM EMBEDMENT INTO <br />•• <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />. <br />CENTERED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />°•'e <br />-P-. POURED MONOLITHICALLY WITH <br />• <br />-- - - FOUNDATION AND SLAB <br />SEE SCHEDULE <br />,4 °�' <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />�� <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />x <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />(NO UPLIFT) <br />?O�FOOTING <br />AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 314"=l'-0" <br />Il N. RONALD REAGAN BI <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4076 <br />www.aLMesIBRS�+P•com <br />AA N: 0003325 <br />4n <br />w <br />7 <br />rLOT <br />DDIV. aLOSILVERADO <br />#6 BLK #11 <br />OJEOTI% <br />0412 .001-06111 <br />MODELo <br />4EJB <br />"2807—ELLE" <br />GARAGE aVIRNG: <br />LEFT <br />PAGE: <br />DETAILS <br />50 MPH EXP. BJ <br />rpluNT <br />DATE: 8/17/18 <br />SCALE: 1/4"=1'-O" <br />SKEET <br />S1.1A <br />