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30" <br />MIN. EACH WAY <br />L <br />--__ --MONOLITHIC FOOTING <br />m <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />Q <br />CELL SEE PLAN FOR SIZE AND <br />0 <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />�w <br />a <br />m V <br />W <br />.j'�e. -7� °". <br />GARAGE DOOR <br />/W � RECESS <br />FM <br />Q <a/J Z <br />B" CMU WALL <br />O y <br />8" CMU WALL <br />.. f CORNER BARS, SAME SIZE AS BAR <br />w uJ e" <br />o <br />�� <br />Z <br />�O - <br />+- 0'-0' <br />IN FOUNDATION WITH 30" LEG EACH <br />J <br />W U <br />M <br />p-p• <br />• WAY AT ALL CHANGES IN DIRECTIONS <br />N y <br />TOP OF SLAB <br />• TOP OF SLAB <br />.. I .. "I SO THAT THE STEEL REINF. IS CONTINUOUS <br />• � <br />. �. <br />---r�"-•--ry-•-• <br />� <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />aBAR <br />PORCH SLAB <br />'•, <br />SEE SLAB SCHEDULE <br />SIZE 48 BAR DIA.EXT. <br />4" CHAMFER (1-STORY) <br />,B" <br />EXT. PORCH SLAB <br />...� - VARIILMASONRY <br />SLAB SCHEDULE TOP OF GARAGE <br />4" STORY)0'-0" <br />7(.R <br />o. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE=p, <br />UNITS SET <br />AT ELEV: <br />W/1/2" ISOLATION _� <br />JOINT (WHERE • • <br />6" CHAMFER (2-STORY) <br />#4 24" <br />W/ 1/2"ISOLATION' <br />6" STORY)APPLICABLE) <br />Z <br />SEE SCHEDULE 30" <br />JOINT (WHERE <br />APPLICABLE) <br />s: <br />• i EE#5 <br />4. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE„ <br />FOR WZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />BTY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), LINO <br />#T 42" <br />.AND <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:3/4•'=l'-0' <br />G3CALE:34'=,'-0" <br />@ ARAGE <br />CORNER BARS DETAIL <br />3 <br />DOOR OPENING <br />4 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3l4"=1'-0" <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/ 1Sd COMMON <br />HEIGHT <br />NAILS, 2-ROWS, 4" VERIFY HEIGHT <br />O/C BTM. <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 />w <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2'• CAPPED <br />S NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />W/FLANGE BASE <br />� SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE <br />TO BE PT. PROVIDE DBL. TOP 112W WEDGE ANCHOR W/ 2" <br />BTM. PLATE TO BE PT. <br />0 <br />o- I EPDXY, MIN. EMBED <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />8", LINO - <br />Q <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. @ 18"OC <br />SLAB W/i Od MASONRY <br />9 <br />Q FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPHB MAX. <br />NAIL 16" O/C STAGGERED. <br />= K SPECIFICATIONS FOR <br />N ¢ <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />[A USE AND <br />I <br />ANCHORS W/ 10d x 1 <br />RS <br />SECURE FLANGE TO <br />m PREPARATION OF <br />O v <br />COMMON NAILS FILL ALL <br />ALL <br />REQUIREDCONNECT <br />WHEN N <br />REQUIRED WHEN N. <br />SLAB W/(4)1/4" X 2 1/4" <br />TAPCONS <br />HOLE. <br />w <br />/n <br />HOLES, DO NOT USE 10d LLI- <br />to UPLIFT S PRESENT. <br />w <br />C <br />x 3" SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />O}, <br />pQQ <br />Q <br />,� <br />_ <br />. 0 • • . <br />TOP OF SLAB <br />. 0 0' <br />TOP OF SLAB <br />4'• CHAMFER (1 STORY) <br />• <br />6" CHAMFER (2-STORY) <br />a„�� a <br />a�_ ,�_• _a <br />Lt: a•a <br />e <br />EQ. EQ. EE SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />5 BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />MONOLITHIC FOUNDATION <br />CURB FOUNDATION WOOD WALL <br />o INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />,INTERIOR <br />V SCALE: 3/4"=1'-0" (NO UPLIFT) <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=,'-0" (W/ UPLIFT) <br />LAP TOP PLATE A MIN, OF 48" <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4" O/C BTM, <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD <br />OF WALL W/PLAN <br />SPACING REQUIREMENTS <br />Z <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />SECURE ST. PLATE TO <br />0 a <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />LU <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />a <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />/n <br />O <br />8" CMU WALL <br />UPLIFT IS PRESENT. <br />Z <br />.I• <br />POURED LINTEL CONT. (TYP.) <br />8"CMU FILLED CELL (TVP.) <br />" <br />" TOP OF SLAB <br />SEE SLAB SCHEDULE <br />_ <br />2X WALL FRAMING <br />w <br />SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS 5" <br />+- 0'-0' <br />TOP OF S. <br />• <br />2 <br />bo <br />Z <br />- <br />• <br />"ISOLATED" COLUMN PAD <br />CENTERED UNDER WALL AND <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />16" O.C. VERTICALLY MAX <br />...°a, <br />POURED MONOLITHICALLY WITH <br />T --3� FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />,.-� <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />INTERIOR <br />FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />9 BDALE:34"=,-0" (NO UPLIFT) <br />10 <br />SCALE: 3l4"=V-9' <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN Bl <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX- 407-7744078 <br />wwwsbdeslgngroup.com <br />AA M 0003325 <br />J <br />5 <br />8v8DM a• LOT: <br />SILVERADO <br />LOT 2 <br />BLK 19 <br />PROJECTdr <br />04128.002 0219 <br />HODELc <br />4EAB <br />"1672-ARIA" <br />GARAGE 87IING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />