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W„ <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />z <br />} <br />t. <br />•v <br />Z <br />g <br />STEEL REINFORCING IN GROUTED <br />g <br />^ <br />STEEL REINFORCING IN GROUTED <br />ad <br />CELL SEE PLAN FOR SIZE AND <br />Q d <br />0 <br />CELL SEE PLAN FOR SIZE AND <br />SPACING <br />��'• ,!w <br />0 <br />SPACING REQUIREMENTS <br />r <br />b <br />REQUIREMENTSP: <br />_ <br />w <br />Q w <br />°� U <br />w <br />I.1v.•• <br />—FM <br />GARAGE DOOR <br />RECESS <br />ma <br />a <br />w <br /><L� <br />7 <br />y Z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />I .I CORNER BARS, SAME SIZE AS LARGER BAR <br />w W 9• <br />O °p <br />2 <br />«- 0'-0' <br />IN FOUNDATION WITH 30• LEG EACH <br />w U <br />M <br />+- 0'-0• <br />d WAY AT ALL CHANGES IN DIRECTIONS <br />W N <br />TOP OF SLAB <br />~ TOP OF SLAB <br />' ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />,. <br />I . �.r' • _ <br />• MATCH AMOUNT OF CONTINUOUS BARS <br />•I <br />CURB FOR <br />• <br />a <br />EXT. PORCH SLAB:• <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR A. <br />4" CHAMFER (1STORY) <br />- <br />EXT. PORCH <br />1�(/ - V I S <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />ILL <br />d ' .. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/ 1/2" ISOLATION <br />JOINT pNHERE <br />6" CHAMFER (2-STORY) 78" <br />pq 2q^ <br />SLAB <br />W/ 1/2" ISOLATION <br />IS <br />4" CHAMFER (1-STORY) <br />Il . 6" CHAMFER (2-STORY) <br />° <br />.: <br />0.4. <br />APPLICABLE) Z <br />SEE SCHEDULE #5 30" <br />JOINT <br />APPLICABLE) <br />-. <br />Z <br />T°• EESCHEDULE <br />a. <br />a <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />g <br />FOR WxD, BAR SIZE <br />#B 36" <br />g <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />iv <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />(':"\EXTERIOR <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />n <br />@ GARAGE SCALE:314"=V-0" <br />CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 314"=1'-0" <br />SCALE: 3/4"=1'-W <br />LAP TOP PLATE A MIN. OF 48' <br />LAP TOP PLATE A MIN, OF 48" <br />AND NAIL WI 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 WI SYP No 2 STUDS SEE <br />w <br />0 0_ <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />S (n NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />,2'k9" WEDGE ANCHOR W/2" <br />BTM. PLATE TO BE PT. <br />O a SECURED WI 2- PART <br />K g <br />PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />TO PLATE <br />PLATE <br />PROVIDE DBL. TOP PLATE SECURE BT' PLATE TO <br />SLAB W110d MASONRY <br />2• CAPPED <br />a EPDXY. MIN. EMBED <br />EPDXY 5-i12" EMBED. MIN. 16" OC <br />GALVANIZED PIPE <br />8, UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />NAIL,B" O/C STAGGERED. <br />ADDITIONAL METAL <br />W/FLANGE 0 BASE <br />Q D FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />CONNECTORS NOT <br />U) 0: SPECIFICATIONS FOR. <br />I USE AND <br />ANCHORS tOd x i 1/2" <br />REQUIRED WHEN NO <br />4 <br />_ <br />PREPARATION OF <br />COMMON NAILS FILL ALL <br />HOLES, DO NOT USE 10d w <br />y UPLIFT IS PRESENT. <br />w <br />HOLE. <br />x 3" cc SEE SLAB SCHEDULE <br />of SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />W a <br />Q <br />SLAB W/(4) 1/4" X 21/4" <br />p O} <br />+. p'-p• <br />+_ p-p" <br />TAPCONS <br />Q- <br />TOP OF SLAB 7 <br />SLAB <br />•.°-`�•. <br />CHAMFER (I-STORY)4L� <br />4" <br />- �- =° �a <br />6" CHAMFER (2-STORY) <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 />BOLLARD <br />5 <br />6 <br />MONOLITHIC FOUNDATION <br />8 SCALE:34"=1'-0" <br />(NO UPLIFT) <br />7 <br />(W/UPLIFT) <br />SCALE:3l4'=1'-0" <br />scALE:3/a"=,'-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 24 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />g <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 />0 ¢T <br />PROVIDE DBL. TOP PLATE <br />, 6" OIC STAGGERED. <br />¢ t <br />Q w <br />ADDITIONAL METAL <br />00 U <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />0= cm <br />UPLIFT IS PRESENT. <br />O <br />8" CMU WALL <br />a' VARIER 8' <br />Z <br />POURED LINTEL CONT. (fYP.) <br />'gip:: 8" CMU FILLED CELL (TYP.) <br />3- 3' <br />TOP OF BLAB`55 <br />I' <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />+- 0•-0" <br />TOPOF SLAB <br />-<• <br />Z <br />[/�-•—� <br />° SEE SLAB SCHEDULE <br />o <br />1/2" DIA SIMPSON ST82 BOLTS 5" <br />MINIMUM EMBEDMENT INTO <br />p <br />° <br />m <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />° <br />a • CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />°• 6 E <br />to <br />POURED MONOLITHICALLY WITH <br />• <br />FOUNDATION AND SLAB <br />I I SEE SCHEDULE <br />%�° <br />3 SEE SCHEDULE <br />I V FOR WxD, BAR SIZE <br />, <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />� <br />AND BAR QUANTITY <br />SHOWER RECESS FOOTER <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />12 <br />9 scALE:3a"=1'-0 (NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 1"=l'-W <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=7'-0" <br />A R C N I T R C T• <br />6 <br />GrouP2. <br />441 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32780 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdeaWomp.eom <br />AA Y: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />8439 BEAUMONT CENTER BLVD. <br />SURE 1004 <br />TAMPA, FLORIDA 33SU <br />PH: 8194SM2628 <br />FAX: 8134W2S02 <br />8tMDIV. S. LOT: <br />SILVERADO <br />LOT ##6 <br />BLK #14 <br />PROJECT# <br />03719.000-06141 <br />MODEU <br />2795- B <br />GARAGE SMMO: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH E B <br />