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30„ <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />-E <br />STEEL REINFORCING IN GROUTED <br />,-. <br />" STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />Q a <br />CELL SEE PLAN FOR SIZE AND <br />t0 <br />SPACING REQUIREMENTS <br />m <br />SPACING REQUIREMENTS <br />• <br />.(.� <br />�v <br />GARAGE DOOR <br />Lu <br />V <br />W <br />•". <br />/w� RECESS <br />O <br />�� <br />-T�. <br />..�.:'. p r FMCL <br />g� <br />x co Z <br />8"CMU WALL <br />O <br />Q 8" CMU WALL <br />I.. CORNER BARS, SAME SIZE AS LARGER BAR <br />f I <br />N W B+ <br />w= <br />O io <br />`� <br />°D - <br />+- 0'4" <br />°° I FOUNDATION WITH 30" LEG EACH <br />V <br />o <br />+- p-p" <br />d ,Jf WAY AT ALL CHANGES IN DIRECTIONS <br />W <br />N to <br />TOP OF SLAB <br />M TOP OF SLAB <br />I ... '1 SO THAT THE STEEL REINF. IS CONTINUOUS <br />_ <br />- °may; <br />I MATCH AMOUNT Of CONTINUOUS BARS <br />CURB FOR <br />• <br />a <br />EXT. PORCH SLAB <br /><.. <br />SEE SLAB SCHEDULEII <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (I -STORY) <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />°� v. CONTINUOUS STEEL MONOLITHIC <br />I� <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />7' AT ELEV: <br />W/ 1/2" ISOLATION • <br />6" CHAMFER (2-STORY) #3 18" <br />EXT. PORCH SLAB <br />4" CHAMFER (I -STORY) <br />It <br />JOINT (WHERE • • <br />#4 Y4" <br />W! 1/2" ISOLATION <br />. 6" CHAMFER (2STORY) <br />APPLICABLE) i � <br />� <br />SEE SCHEDULE <br />JOINT (WHERE <br />APPLICABLE) <br />Z <br />r° <br />� • • <br />4 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 #6 42 <br />AND BAR QUANTITY <br />NUMBER OF BARS (Is. 2 TO 3, PROVIDE 2 BARS), LINO <br />%EXTERIOR MONO -FOOTING <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />SCALE: 3l4"=1'-0" <br />U2EXTEFHOR <br />SCALE:3/4"=1'-a' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />@ GARAGE <br />v <br />4 <br />SCALE: 314"-1'-0" <br />SCALE: 3/4"=V-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" O/C BTM. VERIFY HEIGHT <br />2-ROWS, 4" BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP T OF WALL W/ PLAN <br />LAP TO OCCUR OVEERR STUD <br />W <br />I <br />2z4 OR 2z8 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />20 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL WI SYP No 2 STUDS SEE <br />2" CAPPED <br />j rn 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 d SECURED Wl2- PART <br />SPACING. SINGLE BTM. PLATE <br />1/2'k9" WEDGE ANCHOR W/ 2" <br />BTM. PLATE TO BE PT. <br />W/FLANGE BASE <br />Q <br />p, S 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 />-+ ¢ 81, UNO <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. i6" OC <br />SLAB W/10d MASONRY <br />b <br />Q 0 FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX. <br />NAIL 16" O/C STAGGERED. <br />SPECIFICATIONS FOR <br />N ¢ SPECIFICATIONS <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />[A USEAND <br />I <br />ANCHORS W/ 10d x 1 1/2" <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />F PREPARATION OF <br />U <br />COMMON NAILS FILL ALL <br />REQUIRED WHEN NO <br />SLAB W/(4)1/4" X 21/4" <br />HOLE. <br />N <br />HOLES, DO NOT USE 10d w <br />rn UPLIFT IS PRESENT. <br />W <br />TAPCONS <br />w <br />x 3" SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />TOP OF SLAB <br />TOP OF SLAB <br />4" CHAMFER (I -STORY) <br />+- <br />6" CHAMFER (2STORY) <br />a.�_ ♦• <br />+�_ r_ <br />•: :�, <br />a <br />• s . <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. SEE SCHEDULE <br />BOLLARD <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />5 <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />scALE:a4„=r-0" <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />6 <br />50ALE:3!°"'''-0' (NO UPLIFT) <br />SCALE: 3/4"=1'-( <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 />20 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />/F <br />Q '� <br />PLANS FOR SPACING. SINGLE4 <br />O asy <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W110d MASONRY NAIL <br />1- <br />W <br />PROVIDE DBL. TOP PLATE <br />16" O!C STAGGERED. <br />O <br />ADDITIONAL METAL <br />v Ell <br />CONNECTORS NOT <br />N <br />REQUIRED WHEN NO <br />O <br />8" CMU WALL <br />UPLIFT IS PRESENT. <br />m <br />.- 0'-0• <br />�. POURED LINTEL CONT. (fYP.) <br />8" CMU FILLED CELL (TYP.) <br />70P OF SLAB <br />•�. <br />SEE SLAB SCHEDULE <br />I° <br />ti . 2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />M" DIA. SIMPSON STB2 BOLTS 5" <br />+- p-p• <br />Z <br />Z <br />- <br />♦ <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />. c• <br />m <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />° • CENTERED UNDER WALL AND <br />IS' O.C. VERTICALLY MAX <br />° <br />Q•_ <br />POURED MONOLITHICALLY WITH <br />• 1 <br />• <br />-- FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR <br />BAR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />�INTERIOR FOUNDATION WOOD WALL <br />AND COL. PAD <br />Sf22Tj1!tN!G <br />BLOCK WALL CONNECTION <br />`� SCALE: 3/4"=V-0" (NO UPLIFT) <br />SCALE: 3/4"=1'-W <br />1 1 SCALE: 3/4"=V-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 327W <br />PH:407-7748078 <br />FAX: 407-774-4078 <br />wwwabd••Igngroup.com <br />L AA N: 0003325 <br />h <br />b <br />iD <br />a <br />4A <br />00 <br />BVHDM 6. LOT <br />ABBOTT PARK <br />LOT #8 <br />BLK #15 <br />PROJECT* <br />04181.000-08151 <br />MODEL: <br />4EBB <br />"1828—CALI" <br />GARAGE 8WDFG: <br />RIGHT <br />PACE: <br />DETAILS <br />%160 9RH EXP. C <br />AUG <br />IB <br />A 08/13/20 <br />CALE: 1/4"=V-0" <br />* EET <br />S1.1A <br />