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301, <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />} <br />Z <br />STEEL REINFORCING IN GROUTED <br />2 STEEL REINFORCING IN GROUTED <br />- <br />CELL SEE PLAN FOR SIZE AND <br />CELL SEE PLAN FOR SIZE AND <br />g p; I, SPACING REQUIREMENTS <br />° - <br />°� <br />a SPACING REQUIREMENTS <br />_ <br />¢YO <br />W <br />00 U w <br />vl <br />GARAGE DOOR <br />RECESS <br />Qa Q <br />V! <br />^—FM n <br />° <br />ajM <br />8" CMU WALL <br />O 8" CMU WALL <br />> CORNER BARS, SAME SIZE AS BAR <br />I <br />w Lu 8+ <br />O <br />c <br />, I IN FOUNDATION WITH 30" LEG EACH <br />W <br />m +- <br />°1 - LAB <br />TOP Of SLAB <br />°I °. <br />B. WAY AT ALL CHANGES IN DIRECTIONS <br />SO THAT THE STEEL REINF, IS CONTINUOUS <br />I <br />N y <br />° - TOP OF SLAB <br />ILAS <br />I( <br />MATCH AMOUNT OF CONTINUOUS BARS <br />° °I <br />CURB FOR <br />SEE SLAB <br />� (-)VANI S <br />° SEE SLAB SCHEDULE TOP OFGARAGE <br />-SEE <br />I ILL <br />CONTINUOUS STEEL MONOLITHIC <br />MASONRY <br />UNITS SET <br />BAR SIZE 48 BAR DIA. <br />EXT. PORCH 3LA84"CHAMFER (,STORY) <br />#3 18" <br />°FOOTING <br />EXT. PORCH SLAB ER <br />rAND <br />REINFORCEMENT SEE SCHEDULE <br />- °JOINT <br />70. AT ELEV: <br />W/1/2"ISOLATION6" CHAMFER(2-STORY) <br />(WHERE q4 E4�� <br />qAND <br />(,-STORY) <br />W! 1/2" ISOLATION ,ER (2STORY) <br />APPLICABLE) ZEE SCHEDULE 30"APPLICABLE) <br />JOINT(WHERE 4DULEAS <br />Z ° <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />WxD, BAR SIZE <br />36 <br />AR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />BAR QUANTITY <br />ANTITY <br />`cu <br />NUMBER OF BARS (14. 2 TO 3, PROVIDE 2 BARS), UNO <br />'- 87 42" <br />EXTERIOR MONO -FOOTING <br />EXTEROOMONO-FOOTING <br />F <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 SCALE:314"=i'-0" <br />2 @ GARAGE SCALE:3/4"=,'-0" <br />CORNER BARS DETAIL <br />�,1� DOOR OPENING <br />4 <br />3 SCALE: 3/4"=1'-W <br />SCALE: 3/4":1'-7 <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/,6d COMMON <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFYHEIGHT EI GHT <br />HEIGHT <br />NAILS, 2-ROWS, 4" VERIFY HEIGHT <br />O/C BTM. <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />OF WALL <br />LAP TO OCCUR OVER STUD PLAN <br />w <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 />0 a I <br />No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />0) NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE ,/2"x9" WEDGE ANCHOR W/ 2" <br />BTM. PLATE TO BE. PT. <br />O a SECURED W/ 2- PART <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />OC I <br />a S EPDXY. MIN. EMBED <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. @ 16" OC <br />SLAB W/10d MASONRY <br />a 8", UNO <br />USP SPTH4 OR SPTH6 BTM MAX. <br />NAIL 16" O/C STAGGERED. <br />Q Q FOLLOW ALL MANF. <br />AND TOP PLATE ANCHORS Wi <br />_ SPECIFICATIONS FOR <br />to <br />10d x 1 1/2" COMMON NAILS <br />3,/2" DIAMETER CONC. <br />FILLED STEEL PIPE <br />6x6 METAL PLATEuj <br />2 USE AND <br />F PREPARATION OF <br />C7 HOLE. <br />Z R <br />FILL ALL HOLES, DO NOT USE to <br />10d x 3" W <br />2 SEE SLAB SCHEDULE <br />< <br />co <br />w <br />SEE SLAB SCHEDULE <br />Q <br />BASE W/ 1/Z(6" <br />BOLTS <br />o <br />OOF SLAB <br />O0P'AO"F SLAB <br />R- <br />�Q <br />a <br />4" CHAMFER (1 STORY) <br />6- CHAMFER (2-STORY) <br />• a ° <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ._--SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />7 <br />INTERIOR CURB FOUNDATION WOOD WALL <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />SCALE:34"=1'-0" <br />(W/UPLIFT) <br />(NO UPLIFT) <br />5 <br />6 SCALE:3/4"=1'-0" <br />scALE:3/a"=r-o" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/i8d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. 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 />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />G. <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />< m <br />IL <br />00 <br />p 8" CMU WALL <br />m <br />POURED LINTEL CONT. (TYP.) <br />5 +- 0'.0" <br />8" CMU FILLED CELL (TYP.) <br />EE SLAB SCHEDULE <br />_ TOP OF SLAB\ <br />ESE` <br />2X WALL FRAMING <br />wl <br />- 0'-0`V, <br />ESLABSCHEDULE <br />1/2" DIA. USP 725OSD BOLTS 6' <br />OP OF SLAB <br />Z <br />MINIMUM EMBEDMENT INTO <br />°°° °a. <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />° <br />CENTERED UNDER WALL AND6" <br />O.C, VERTICALLY MAX <br />• <br />—� e POURED MONOLITHICALLY WITH <br />< ------ FOUNDATION AND SLAB <br />SEE SCHEDULE <br />° SEE SCHEDULE <br />V FOR WxD, BAR SIZE <br />s / FOR WxD, BAR SIZE <br />555FFF AND BAR QUANTITY <br />,)/ AND BAR QUANTITY <br />/LL <br />WOOD WALL <br />� <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />&_,_�INTLEMRIOR:FOUNDATION <br />3/4"=„-0'• (NO UPLIFT) <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3/4/4.V' 0" <br />11 SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-7744078 <br />FAX: 407-774,4078 <br />W W W.ebdesigngroup.com <br />L AA X: 0003325 <br />C <br />yo <br />c3 <br />b <br />O <br />F <br />a <br />� <br />9 <br />$U8DIV. Ae MI <br />SILVERADO <br />LOT 6 <br />BLK 12 <br />P140JECT* <br />04128.001-06121 <br />MODET_ <br />4EHB <br />"2605— HAYDEN" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH EXP. B jf <br />D � 08/16/18 <br />OCAIM: 1/4"=1'-0" <br />SHEET <br />s1.1A <br />