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30P, <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />i <br />7 <br />Z <br />g <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />6 a <br />O <br />CELL SEE PLAN FOR SIZE AND <br />r �° ° <br />1 <br />a <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTSIr <br />v— <br />t <br />C <br />14 <br />I <br />1 <br />11R � <br />cr D_ <br />Q <br />� FM <br />co Z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />-) CORNER BARS, SAME SIZE AS LARGER BAR <br />OO <br />i+ <br />to Z <br />+ 1 - -0,� <br />IN FOUNDATION WITH 30" LEG EACH <br />I <br />WAY AT ALL CHANGES IN DIRECTIONS <br />TOP OF SLAB <br />TOP OF SLAB <br />•�,�...-.-� <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />" CHAMFER (iSTORY) <br />PORCH <br />- SEE SLAB SCHEDULE TOP OF GARAVARVARIGE <br />I °Ie g <br />°`'v. I :. Ia CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />W/ 112, ISOLATION <br />JOINT (WHERE <br />V <br />CHAMFER (2-STORY) #3 16" <br />04 24• <br />EXT. SLAB <br />W/ 1/2"ISOlAT10N <br />4" CHAMFER (1STORY) <br />8" CHAMFER (2-STORY)APPLICABLE) <br />° <br />ZE <br />SCHEDULE 30"APPLICABLE) <br />JOINT(WHERE <br />-. <br />i EE SCHEDULE#5 <br />WXD, BAR SIZE„ <br />Z <br />4 <br />FOR WXD, BAR SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />BAR QUANTITY <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />tl7 41 <br />NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), LINO <br />EXTERIOR <br />MONO -FOOTING <br />r.�EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />sCAL 331-1-a' <br />GARAGE <br />CORNER BARS DETAIL <br />3 <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 4&' <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 />W <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />/* <br />iC RECESS AGE DOOR <br />W <br />O 6 I <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />� <br />j !n NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE 1/2k9" WEDGE ANCHOR WIT <br />y 0�J 6• <br />R SECURED W/ 2- <br />g <br />P10.4BEPT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />N U <br />2" CAPPED <br />a EPDXY. MIN. EMBED <br />EPDXY 5-1/Z' EMBED. MIN. 016" OC <br />/n <br />GALVANIZED PIPE <br />g 8", UNO <br />SIMPSON SPH4 OR SPHB MAX. <br />W/FLANGE (9 BASE <br />Q O FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />CURB FOR <br />N I SPECIFICATIONS FOR <br />_ USE AND <br />ANCHORS W/ 10d x 1 1/2' <br />COMMON NAILS FILL ALL <br />MASONRY <br />UNITS SET <br />PREPARATION OF <br />HOLES, DO NOT USE 10tl W <br />/:p, AT ELEV: <br />Z —HOLE. <br />x 3" K SEE SLAB SCHEDULE <br />01.1 <br />SECURE FLANGE TO <br />a <br />SLAB W/(4) 1/4" X 21/4" <br />+- 0'-0" <br />TAPCONS <br />�i <br />TOP OF SLAB _� <br />�QQ- <br />4" CHAMFER(,STORY) <br />6"CHAMFER(2STORY) <br />•a.d \— <br />RECESS AROUND GARAGE <br />;, <br />DOOR OPENING <br />SCALE: 3/4"=1'A" <br />EQ. EQ. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />OLLARD <br />MONOLITHIC FOUNDATION <br />LAP TOP <br />ANDNAIPLATEAMIN.OF48" <br />COMMON <br />NAILS, <br />7 BDALE: 34"=''-0" <br />5 <br />g <br />(W/ UPLIFT) <br />2I-ROWS, VERIFY HEIGHT <br />SCALE: 3/4"=1'-0" <br />SCALE: 314"=1'-0" <br />LAP TO OCCUR OVER STUD OF WALL W/PLAN <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE OBL TOP PLATE SECURE BT. PLATE TO <br />SLAB W/,Otl MASONRY <br />LAP TOP PLATE A MIN. OF 4S' �y <br />NAIL 18" O/C STAGGERED. <br />AND NAIL W/ 16d COMMON <br />ADDITIONAL METAL <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />CONNECTORS NOT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />REQUIRED WHEN NO <br />SPACING REQUIREMENTS <br />t/) UPLIFT IS PRESENT. <br />2x4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PROVIDE BLOCKING <br />i <br />i <br />K SEE SLAB SCHEDULE <br />PLANS FOR SPACING. SINGLE <br />SECURE TO <br />Q ^ <br />0}- <br />m <br />Q <br />BTM. PLATE TO BE PT. <br />BT. PLATE <br />SLAB W/10d MASONRY NAIL <br />TOP OF SLAB <br />PROVIDE DBL. TOP PLATE <br />1S' O/C STAGGERED. <br />Lu <br />4 W1� <br />06 <br />- a ° <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />U_ <br />�aa1 <br />• - <br />e <br />RED RED WHEN NO <br />UPLIFT IS PRESENT. <br />0: N <br />O <br />8" CMU WALL <br />_ <br />Z <br />POURED LINTEL CONT. (TYP.) <br />e <br />8" CMU FILLED CELL (TYP.) <br />� - - . TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />EQ. EQ. EE SCHEDULE <br />WGROUTED <br />FOR WxD, BAR SIZE <br />SEE SLAB SCHEDULE <br />1/2' DIA. SIMPSON STB2 BOLTS 5" <br />AND BAR QUANTITY <br />SLAB <br />ZMINIMUM <br />EMBEDMENT INTO"ISOLATED"COLUMN <br />eaa <br />• a. <br />PAD <br />° '• <br />CELL, 4"FROM ENDS AND <br />INTERIOR CURB FOUNDATION WOOD WALL <br />• < <br />to <br />CENTERED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />8 <br />� <br />�- FOUNDATION MONOLITHICALLY N SLWITH <br />AB <br />r <br />SCALE: 3/4"=V' 0" <br />NO UPLIFT <br />SEE SCHEDULE <br />- <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />T / FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />///LLL <br />8' VARIES e' <br />3. 3' <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />scALE:3w=ra (NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE:3/4'•=,'-o" <br />11 SCALE: <br />Il�'s JNr m�� <br />SHOWER RECESS FOOTER <br />12 <br />SCALE: <br />I R C N IT 16 T i <br />6 <br />Group. <br />$i N. RONALD REAGAN BU <br />LONGWOOD,FL32750 <br />PH:407-774-6078 <br />FAX 407-77"078 <br />wwwabdesigngroup.com <br />AA 8: 0003325 <br />aXMDIV. ea LOT: <br />SILVERADO <br />LOT #2 <br />BLK #16 <br />PROJECT# <br />03719.001-02161 <br />MODEL: <br />"2558-HAWTHORNE" <br />GARAGE BVWG: <br />LEFT <br />PAGE: <br />DETAILS <br />%J60 MPH EXP. B <br />