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30' <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />? STEEL REINFORCING IN GROUTED <br />gSTEEL REINFORCING IN GROUTED <br />r _ <br />I. <br />CELL SEE PLAN FOR SIZE AND <br />G <br />< a CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />J v, <br />ILO <br />SPACING REQUIREMENTS <br />} <br />} <br />¢ C <br />1I <br />F <br />< W <br />m V w <br />.. <br />I' Iv. <br />GARAGE DOOR <br />w RECESS <br />m J <br />IL Q <br />` y r FM <br />° <br />,1 <br />g7 <br />O N Z 8' CMU WALL <br />cc <br />O m 8' CMU WALL <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />w W e• <br />m +- 0'-0' <br />IN FOUNDATION WITH 3D' LEG EACH <br />. <br />"'III C <br />w LXL� <br />m <br />+- 0'-0' <br />WAY AT ALL CHANGES IN DIRECTIONS <br />di <br />AB <br />TOP OF SLAB <br />I SO THAT THE STEEL REINF, IS CONTINUOUS <br />• <br />�DFGVARRA <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I ° <br />CURB FOR <br />• f <br />SEE SLAB SCHEDULE <br />° BAR SRE 48 BAR DIA. <br />EXT. PORCH SLAB 4' CHAMFER(1STORY) <br />Y3 1W <br />ES <br />: ---�- <br />9EE SUB SCHEDULE TGE <br />EXT. PORCH SLAB 4' CHAMFER <br />Il4 <br />I .I� <br />'' o. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />7=0. AT ELEV: <br />J NT ISOLATION , • 8' CHAMFER (2-STORY) <br />JOINT (WHERE a t4 24' <br />(I-STORY)D-p• <br />W/ 1/2' ISOLATION 8' CHAMFER (2STORY) <br />�.. <br />Z SEE SCHEDULE R6 �. <br />JOINT (WHERE:aAPPLICABLE) <br />APPLICABLE) Z 4 EE SCHEDULE <br />ANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WXD, BAR SIZE <br />ae 36' <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />X7 42' <br />N <br />' <br />r.1EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />SCAlE:3�4'=1'-0' <br />r] <br />2 SCALE:3'4'=,'-0• <br />� GARAGE <br />CORNER BARS DETAIL <br />DOOR OPENING <br />3 <br />� SCALE: 3/4'=1'-0' <br />SCALE: 3/4'=1'-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/ 18d COMMON <br />HEIGHT <br />NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT <br />HEIGHT <br />NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />w <br />WALL W/ SYP <br />WALL W/ SYP No 2 STUDS SEE <br />w 1 <br />O a <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT, PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />jm NEW BAR <br />SPACING. SINGLE BTM. PLATE <br />1/2'x8' WEDGE ANCHOR W/2' <br />BTM. PLATE TO BE PT. <br />O ¢. SECURED W/2- PART <br />RED <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE 8T. PLATE TO <br />¢ I <br />p- S EPDXY. MIN. EMBED <br />PLATE <br />EPDXY 5-7/2' EMBED. MIN. @ 78' OC <br />SLAB V O'I MASONRY <br />Q 8', UNO <br />SIMPSON SPH40R SPHe MAX. <br />NAIL te' O/C STAGGERED. <br />Q FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />S ¢ SPECIFICATIONS FOR <br />to <br />ANCHORS W/ 10d x 1 7/2' <br />CONNECTORS NOT <br />3 7/2' DIAMETER CONC. <br />FILLED STEEL PIPE <br />a. 6x6 METAL PLATE <br />Q I USE AND <br />= 0] <br />F PREPARATION OF <br />LO � HOLE. <br />Z ¢ <br />w <br />COMMON NAILS USE ALL m <br />HOLES, DO NOT USE tOd W <br />x 3' 2 SLAB SCHEDULE <br />w <br />REQUIRED WHEN NO <br />m UPLIFT IS PRESENT. <br />W <br />¢ SEE SLAB SCHEDULE <br />Q <br />BASEW1/2'x8' <br />ANCHR BOLTS <br />[SEE <br />O0OF SLAB <br />0180KIF SLAB <br />4' CHAMFER (I STORY) <br />••. °-�� <br />�= —° ,T-° . ,. <br />�• <br />6' CHAMFER (2-STORY) <br />:. <br />1 4" <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. EE 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 />INTERIOR CURB FOUNDATION WOOD WALL <br />5 BOLLARD <br />MONOLITHIC FOUNDATION <br />6 <br />SCALE: 34'=,'-0' <br />(W/UPLIFT) <br />SCALE: 3/4'=V-0' <br />(NO UPLIFT) <br />SCALE; 3�4'=1'-0' <br />scALE:aa•=r-o• <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d 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 ST. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />a <br />PROVIDE DBL. TOP PLATE <br />16' O/C STAGGERED. <br />(L <br />ADDITIONAL METAL <br />m U <br />CONNECTORS NOT <br />4Ar a <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />¢ m <br />O 8' CMU WALL <br />POURED LINTEL CONT. TYP. <br />( ) <br />8' CMU FILLED CELL (TYP.) <br />2X WALL FRAMING <br />—~~ <br />- I, TOP OF SLAB <br />SEE SLAB SCHEDULE <br />1/2' DIA. SIMPSON STB2 BOLTS 5' <br />+- 0 -0• <br />SEE SLAB SCHEDULE <br />Z • <br />MINIMUM EMBEDMENT INTO <br />8'x8' MASONRY COLUMN W/ <br />TOP OF SLAB °• <br />. . <br />Z - o <br />� 'ISOLATED' COLUMN PAD <br />GROUTED CELL, 4' FROM ENDS AND <br />16' O.C. VERTICALLY MAX <br />ARE DESIGNED BE <br />ACECE D IN CONTACT WITH <br />PLACED <br />• <br />- ° CENTERED UNDER WALL AND <br />THE INSIDE OF THE INTERIOR <br />°• <br />m�_ POURED MONOLITHICALLY WITH <br />B EXTERIOR FACES OF THE <br />• , -+ : - FOUNDATION AND SUB <br />BLOCK SHOWN <br />SEE SCHEDULE <br />° <br />SEE SCHEDULE <br />'� ❑ © ;o DOWELAS <br />IN FOUNDATION. <br />FOR WxD, BAR SIZE <br />T� <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />/ <br />� ✓ AND BAR QUANTITY <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />BLOCK WALL CONNECTION <br />DOUBLE FILLED CELL <br />9 BCALE: 3/4•=1'-0' <br />FOOTING AND COL. PAD <br />n <br />12 <br />11 SCALE: 3W=V-0' <br />NO UPLIFT <br />( ) <br />10 SCALE: <br />SCALE:34'=1'-0' <br />IRCRIT■CT81 <br />Growl In <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32700 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdoeigngroup.com <br />AA#: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />8439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134MG-2628 <br />FAX: 8194388.2802 <br />ounDrv. ae mmi <br />SILVERADO <br />LOT#8 <br />BLK 13 <br />P3Ft0JECT# <br />03719.000-08131 <br />MODEU <br />JORDYN <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 H EXP. C <br />MAMM. 07/07/20 <br />8c,AZZ: M NOTED <br />O*MET <br />S1.1A <br />