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MIN EACH WAY <br />MONOLITHIC FOOTING <br />t <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />— <br />�.�•� u v •gyp_ • <br />z CELL SEE PLAN FOR SIZE AND <br />S SPACING REQUIREMENTS <br />d a <br />SPACING REQUIREMENTS <br />I •t' > <br />]J�` <br />In�. <br />.. 1 • *�— . "r;�_ . <br />11 <br />�j <br />, <br />GARAGE DOOR <br />RECESS <br />• .• F � FM <br />8" CMU WALL <br />b <br />�, <br />8" CMU WALL <br />I I CORNER BARS, SAME SIZE AS LARGER BAR <br />IN FOUNDATION WITH 3d' LEG EACH <br />b <br />b z <br />+0'-0" <br />1 <br />_ ._ 0• - <br />TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I ... • SO THAT THE STEEL REINF. IS CONTINUOUS <br />TOP OF;LAB <br />• <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I • �I•I <br />URB FOR <br />^'. <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />• <br />1 A Eg ,, <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />�' I <br />I"` CONTINUOUS STEEL MONOLITHIC <br />MASONRY <br />N UNITS SET <br />EXT. PORCH SLAB 4" CHAMFER (1STORY) <br />W/ 1/2' ISOLATION ° _ 6" CHAMFER (2-STORY) <br />EXT. PORCH SLAB <br />W/ 1/2" ISOLATION Il., <br />4" CHAMFER 1-STORY <br />( ) <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />> <br />>ro• AT ELEV: <br />JOINT (WHERE ♦ • #4 24• <br />APPLICABLE) SEE SCHEIXAE <br />2 #5 3d' <br />JOINT (WHERE,' �ji <br />APPLICABLE) 4' <br />6" CHAMFER (2-STORY) <br />SEE 6C <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />g FOR BAR SIZE <br />36' <br />Z <br />BAR SIZE <br />FIX2Wm, BAR 6IZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />BAR <br />ti AM BAR QUANTIIY <br />h <br />AM BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />2 <br />GARAGE SCALE:3W=V-01 <br />3 CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3W=1'-d' <br />(1) #5 REBAR VERTICALLY W/CONC. <br />POURED CELL <br />8" CMU <br />8y�y <br />m 7 #4 REBAR 024" O.C. 0 CENTER OF <br />LAP TOP PLATE A MIN. OF 48" <br />SLAB <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />O W <br />.O� <br />I <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />I <br />WALL W/ SYP <br />— <br />�{ NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />° 4^ <br />2" CAPPED <br />H y SECURED W/ 2-PART <br />EPDXY. MIN. EMBED <br />I <br />SPACING. SINGLE BTM. PLATE 1/7'x9" WEDGE ANCHOR W/2' <br />O BE PT. PROVIDE DBL. TOP <br />TWASHER SET IN HIGH STRENGTH <br />CONC., REINF. W/ <br />GALVANIZED PIPE <br />5 8", UNO <br />PLATE <br />EPDXY XY 5-1/2" EMBED. MIN. (t8 18" OC <br />"x6" #10 WAN ON <br />I • <br />W/FLANGE BASE <br />¢ p FOLLOW ALL IMF. <br />FOR <br />SIMPSON SPH4 OR SPH6 AX <br />. -MIL POLY ETHYLENE <br />,� USECANDCATIONS <br />( <br />BTM AND TOP PLATE <br />VAPOR BARRIER ON <br />1'a WELL <br />• II <br />4 <br />PREPARATION OF <br />9 <br />ANCHORS W/ 10d x 1 1/7 <br />_ -COMPACTED <br />i CLEAN FILL TERMITE <br />Y <br />r <br />HOLE. <br />COMMON NAILS FILL ALL <br />HOLES, DO NOT USE 10d <br />TREATMENT SHALL BE <br />SORA-CARE <br />SECURE FLANGE TO <br />3.. � SEE SLAB SCHEDULE <br />ESLABVW(4)1/4"X21/4' <br />TAPCONS <br />°� QQQO <br />• 0'-0" <br />If (2)t ONT. #4 REBAR <br />Y' <br />a <br />TOP OF SLAB i <br />4" CHAMFER (1STORY) <br />", <br />(2) #5 REBAR ON CHAIRS <br />•• < <br />6" CHAMFER (2-STORY) <br />a ��•. <br />a <br />12" MIN. DEPTH INTO COOP PST VIRGIN 6011 OR 95%• <br />t . �.• <br />VIRGIN OR ENGINEERED SOIL ! COMPACTED SOIL <br />SLAB HEIGHT LESS THAN 3'8" 25 PER PLAN <br />EQ. EQ' SEE SCHE_ <br />EXTERIOR MONO DEEP <br />ADDING BAR TO <br />RSIZE <br />AMBAR BAI'lTm <br />AM�°"A"`m <br />FOOTING W/ BLOCK WALL <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />1A <br />� <br />� <br />SCALE: 3/4"=1'-d' <br />SCALE: 3l4"=1'-d' <br />SCALE: 3/4"=1'-d' <br />SCALE: 3/4"=1'-0" (W/ UPLIFT} <br />LAP TOP PLATE A MIN, OF 48" <br />AND NAIL W/ i6d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAPTOP PLATE A MIN. OF 48' <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />AND NAIL W/ 16d COMMON <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 />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />WALL W/ SYP No 2 STUDS SEE <br />z <br />2 <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />SLAB W/1 Od MASONRY <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />SLAB W/1 Od MASONRY NAIL <br />4 <br />NAIL 12" O/C STAGGERED. <br />PROVIDE DBL. TOP PLATE <br />12" O/C STAGGERED. <br />9 <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />g <br />CONNECTORS <br />CONNECTORS NOT <br />8" CMU WALL <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />POURED LINTEL CONT. (TYP.) <br />UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />�-0'-0" <br />8" CMU FILLED CELL (TYP.) <br />�r•-' <br />�• <br />b I•'/��+--.�--.—. TOP OF SLAB <br />SLAB SCHEDULE <br />WALL FRAMING <br />[SEE <br />SEE SLAB SCHEDULE <br />/ - <br />i SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON ST02 BOLTS 5" <br />/2 <br />TOP OF SLAB,.; e <br />.-0'-0" <br />z <br />- <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />7... a . <br />TOP OF SLAB <br />.'a• <br />z "ISOLATED" COLUMN PAD <br />a Y,_ ,_� <br />a . <br />b .-• CENTERED UNDER WALLAND <br />18" O.C. VERTICALLY MAX <br />• • . a <br />J <br />• <br />•-a POURED MONOLITHICALLYWITH <br />a <br />.� <br />--- FOUNDATION AND SLAB <br />a•� •ram <br />SEE &CHEQUE <br />I <br />SEE 6CHE"Y• C <br />FOR 1Mm, BAR SIZE <br />FOR W BAR SIZE <br />./ AM BAR QUANTITY <br />EQ. Ea. SEE&CHEQUE <br />AMBARQUANTIW <br />,•(L <br />FIX2 Wd), BAR SRE <br />AM MR QUANTITY <br />�T <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />I�INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION <br />9 SCALE:3/4"=r-d' <br />WOOD WALL <br />(NO UPLIFT <br />4A FOOTING AND COL. PAD <br />I V SCALE:3/4"=1'-d' <br />1 BLOCK WALL CONNECTION <br />1 SCALE:34"=1'-d' <br />scALE:34"=r-a' (NO UPLIFT <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.BbdaiBn®'o up.com <br />AA #: 0003325 <br />W <br />F <br />7' <br />LIL <br />9 <br />F-summ ac troT: <br />ABBOTT PARK <br />LOT #11 <br />BLK #13 <br />PHASE 4B <br />PROMCTai <br />04181.04B-11131 <br />aaoasZA <br />4EBB <br />"1828-CALI" <br />GARAGX BvsNa: <br />LEFT <br />PAGN: <br />DETAILS <br />160 MPH EXP. C <br />RCMD A MWUMWM <br />L AR NO 9a723 A <br />PRINT awTM 02/08/22 <br />NCA=: 1/4"=1'-0" <br />sHasr <br />S1.1A <br />