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30' <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />I <br />Z <br />STEEL REINFORCING IN GROUTED <br />� <br />STEEL REINFORCING IN GROUTED <br />— <br />CELL SEE PLAN FOR SIZE AND <br />¢ a <br />O <br />CELL SEE PLAN FOR SIZE AND <br />> rT <br />I - •- <br />(}L <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />v <br />G <br />m w <br />< w <br />mm U <br />w <br />---���•••---��� <br />1- �v �j °- <br />GARAGE DOOR <br />w RECESS <br />" <br />8" CMU WALL <br />N <br />O <br />8" CMU WALL <br />I.� <br />, I CORNER BARS, SAME SIZE AS LARGER BAR <br />.°I I <br />O tO <br />ro i <br />, IN FOUNDATION WITH 30" LEG EACH <br />w U <br />+- 0'-0" <br />° WAY AT ALL CHANGES IN DIRECTIONS <br />W V) <br />TOP OF SLAB <br />TOP OF SLAB <br />I SO THAT THE STEEL REINF. IS CONTINUOUS <br />• ° ° <br />° <br />V RIE <br />MATCH AMOUNT OF CONTINUOUS BARS <br />c CURB FOR <br />a <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4' CHAMFER (1STORY) <br />:� <br />- <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />I°I,° Ifr <br />¢. <br />v CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />0 AT ELEV: <br />W/ 1/1, ISOLATION <br />JOINT (WHERE • • <br />8"CHAMFER (2STORY) #3 18" <br />#4 24" <br />EXT. PORCH SLAB <br />W/ 1/2"ISOLATION <br />I 4' CHAMFER (I -STORY) <br />I . <br />"`-zrzr---___ 6" CHAMFER (2STORY) <br />° <br />APPLICABLE) Z <br />SEE SCHEDULE 30" <br />JOINT (WHERE <br />°' <br />• • EE SCHEDULE <br />g <br />FOR WxD, BAR SIZE <br />APPLICABLE) <br />Z <br />° <br />FOR WxD, BAR SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />06 38„ <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />NUMBER OF BARS 0e.2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42" <br />r7_'\EXTERIOR MONO -FOOTING <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />3/4"=V-0" <br />`@ <br />)EXTERIOR <br />SCALE:3l4"=V-0" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />GARAGE <br />4 <br />SCALE: 3/4"=V-T <br />LAP TOP PLATE A MIN. OF 46" <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 />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD Of WALL W/ PLAN <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 />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />w <br />❑ 0.. I <br />No 2 STUDS SEE PLANS FOR <br />SECURE 8T. PLATE TO SLAB W/ <br />4/F <br />PLANS FOR SPACING. SINGLE <br />> y NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />1/2'St8" WEDGE ANCHOR W/7' <br />BTM. PLATE TO BE PT. <br />O a SECURED W/ 2- PART <br />g <br />TO BE PT, PROVIDE DBL. TOP <br />PLATE WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />2" CAPPED <br />a EPDXY. MIN. EMBED <br />I <br />EPDXY 5-112" EMBED. MIN. 0j 16" OC <br />SLAB WI10tl MASONRY <br />GALVANIZED PIPE <br />Q 6', UNO <br />SIMPSON SPH4 OR SPH6 <br />NAIL 18" O/C STAGGERED. <br />W/FLANGE BASE <br />¢ O FOLLOW ALL MANF, <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />09 C SPECIFICATIONS FOR <br />ANCHORS WI 10d x 1 112" <br />CONNECTORS NOT <br />4 <br />_USE AND <br />COMMON NAILS FILL ALL <br />REQUIRED WHEN NO <br />m <br />Z PREPARATION OF <br />m <br />HOLES, DO NOT USE 10d <br />m UPLIFT IS PRESENT. <br />w <br />HOLE. <br />x T, SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />LLI <br />¢ <br />SLAB W/(4) 1/4" X 2 1/4" <br />p p OTC' <br />+_ p•_p" <br />+- <br />TAPCONS <br />IL <br />M QQ- <br />TOP OF SLAB .. <br />TOP OF SLAB <br />•. • <br />4"CHAMFER (1-STORY) <br />n.- <br />- �� ° ,=° a <br />6" CHAMFER (2-STORY) <br />� s ° <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. SEE 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 />8 <br />5 BOLLARD <br />6 <br />MONOLITHIC FOUNDATION <br />SCALE:3/4"=V-0" (W/ UPLIFT) <br />BQALE:3""=''-0" (NO UPLIFT) <br />SCALE: 3l4"=1'-0" <br />SCALE: 3l4"=1'-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 />i <br />PLANS FOR SPACING. SINGLE <br />a <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />PROVIDE OBL. TOP PLATE <br />16" O/C STAGGERED. <br />¢ w <br />ADDITIONAL METAL <br />m O <br />CONNECTORS NOT <br />w zi <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />y <br />O <br />8" CMU WALL <br />•' VARIES •' <br />+- 0'-0" <br />POURED LINTEL CONT. (TVP.) <br />•' 8" CMU FILLED CELL (TYP.) <br />TOP OF SLAB <br />I�+SEE <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />+- 0'-0" <br />TOP OF SLAB <br />'a• <br />Z <br />SLAB SCHEDULE <br />o <br />1/2" DIA. SIMPSON ST82 BOLTS 5" <br />"° MINIMUM EMBEDMENT INTO <br />v C <br />°°° <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />° <br />CENTERED UNDER WALL AND <br />ifi" O.C. VERTICALLY MAX <br />• • <br />m <br />POURED MONOLITHICALLY WITH <br />• <br />- FOUNDATION AND SLAB <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />��,,,°y <br />SEE SCHEDULE <br />/ FOR WxD, BAR SIZE <br />I'116LONf- ;n E /+ <br />r <br />AND BAR QUANTITY <br />1 <br />✓ AND BAR QUANTITY- <br />* <br />RECESS FOOTER <br />INTERIOR FOUNDATION <br />WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />&_,_�SHOWER <br />9 <br />FOOTING AND COL. PAD <br />SCALE: <br />SCALE:3/4"=1'0 <br />(NO UPLIFT) <br />10 <br />BLOCK WALL CONNECTION <br />SCALE: 3l4"=l'-0" <br />�� SCALE: 3/4"=V-0" <br />1! C N IT EC T S <br />Gro pO-Lm <br />41 N. RONALD REAGAN B W <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />www.•bdeWpgroup.com <br />AA #: 0003325 <br />M <br />ING BY:N GROUPNG INC.T CENTER BLVD. 1004RIDA 3363488-2828-086.2802 <br />SVHDIV. Se LOT <br />SILVERADO <br />LOT #21 <br />BLK. #14 <br />PROJECT* <br />03719.000-21141 <br />MODEL: <br />2795-D <br />GARAGE FINING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />