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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />vSTEEL <br />°rF-' <br />Z <br />REINFORCING IN GROUTED <br />REINFORCING IN GROUTEDSTEEL <br />. <br />SEE PLAN FOR SIZE ANO <br />_ 0.. <br />O <br />CELL SEE PLAN FOR SIZE ANDCELL <br />SPACING REQUIREMENTSGARAGE <br />a.0 <br />SPACING REQUIREMENTS <br />QU <br />:- <br />DOOR <br />� RECESS <br />Z <br />8" CMU WALL <br />ON <br />8" CMU WALL <br />,R BARS, SAME SIZE AS BARW <br />WZ <br />O;E+- <br />• NDATION WITH 30"LEG EACH <br />U = <br />0'-0" <br />6 ALL CHANGES IN DIRECTIONS <br />N yTOP <br />OF SLAB <br />TOP OF SLAB <br />I ., T THE STEEL REINF. IS CONTINUOUS <br />AMOUNT CONTINUOUS BARS <br />AMO N OF 0 <br />•I <br />CURBFOR <br />' <br />EXT. FOR SLAB <br />WI 1/2"ISOLATION °. <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (I -STORY) <br />1g' <br />-� <br />EXT. FOR SLAB <br />- VARI <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER (1-STORY) <br />• I•I' I� <br />'� v. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />1=0 AT ELEV: <br />JOINT (WHERE <br />6" CHAMFER (2STORY) <br />qq 24" <br />W! 1/2" ISOLATION <br />�° , 6" CHAMFER (2-STORY) <br />.: <br />01-T <br />APPLICABLE) Z � <br />SEE SCHEDULE #5 3d' <br />JOINT H <br />(W ERE <br />APPLICABLE) <br />�. <br />Z <br />�. � EE SCHEDULE <br />n <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />� <br />FOR WxD, BAR SIZE � 38„ <br />31- <br />� <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 (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#T <br />N <br />EXTERIOR <br />MONO -FOOTING <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />(,_,_)EXTERIOR <br />GARAGE SCALE: 314"=V-0" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />@ <br />4 <br />SCALE: 3l4"=V-0" <br />SCALE: 314"=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/ 16d COMMON <br />EI <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />EI <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 />U <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL Wl SYP <br />WALL W/ SYP No 2 STUDS SEE <br />U <br />0 iL I <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT, PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />> 00 NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />1/2'k9" WEDGE ANCHOR W/ 2" <br />BTM. PLATE TO BE PT. <br />O Il SECURED W/ 2- PART <br />TO PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. TO <br />2" CAPPED <br />a g EPDXY. MIN. EMBED <br />PLATE <br />PLATE <br />EPDXY 5-iR" EMBED. MIN. @ 18" OC <br />SLAB WHOd MASONRY <br />MASONRY <br />GALVANIZED PIPE <br />d 8", UNO <br />SIMPSON SPH4 OR SPH6 MAX.NAIL <br />16" O/C STAGGERED.ADDITIONAL METAL <br />W/FLANGE BASE <br />O FOLLOW ALL MANF. <br />U) <br />BTM AND TOP PLATE <br />CONNECTORS NOT <br />rn IY SPECIFICATIONS FOR <br />ANCHORS W/ 10d x 1 ill" <br />REQUIRED WHEN NO <br />_ USE AND <br />I PREPARATION OF <br />COMMON NAILS FILL ALL In <br />HOLES, DO NOT USE 10d U <br />In UPLIFT IS PRESENT. <br />HOLE. <br />3" <br />U <br />Z IY <br />x SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />u <br />Q <br />Q <br />SLAB Wl(4)1W X 2 114" <br />`vq <br />- 0'-0" <br />41p, <br />+- d-0" <br />TAPCONS <br />QQ- <br />TOP OF SLAB <br />TOP OF SLAB <br />•. <br />4" CHAMFER (I -STORY) <br />°�` <br />6" CHAMFER (2-STORY) <br />. e: :r° <br />e' <br />s° <br />EQ. EQ. EE 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 />6 <br />MONOLITHIC FOUNDATION <br />$ sCALE:3/4"=Y-d' (NO UPLIFT) <br />7 SCALE:3/4'=1'-B" (W/ UPLIFT) <br />SCALE: 3l4"=1'-0" <br />SCALE: 3/4"=l'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />z <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING, SINGLE <br />Q ^ <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />Opr. <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />Lu <br />< U <br />ADDITIONAL METAL <br />°� U <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />C y <br />O <br />8" CMU WALL <br />e' VARIEB 9' <br />Z <br />50. <br />POURED LINTEL CONT. (TYP.) <br />'�p.. 8" CMU FILLED CELL (TYP.) <br />` <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />ZX WALL FRAMING <br />+. 0'-0" <br />TOP OF SLAB <br />i <br />z <br />SEE SLAB SCHEDULE <br />♦ <br />1/2" DIA. SIMPSON STB2 BOLTS 6" <br />MINIMUM EMBEDMENT INTO <br />�L <br />r <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />° ' CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />/ FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />L <br />✓ AND BAR QUANTITY <br />SHOWER RECESS FOOTER <br />INTERIOR FOU <br />FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />12 SCALE: 1"=1'-0" <br />9 SDALE:34" (NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3�4"=1'-0" <br />1 SCALE: 314"=1'-0" <br />A A C N IT 9 C TI{ <br />Grown <br />441 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesiglgrroup.com <br />AA N: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134186-2628 <br />FAX: 813-88&2802 <br />aysan► ae I <br />SILVERADO <br />LOT #1 <br />BLK #14 <br />PROJSCTAt <br />03719.000-01 41 <br />ODICXIC <br />2 795-CAMDEN <br />GARAGE EVnNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />