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30" <br />MIN. EACH WAY <br />m} <br />MONOLITHIC FOOTING <br />Z. <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />d_ <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />a. <br />SPACING REQUIREMENTS <br />�L <br />O Y <br />SPACING REQUIREMENTS <br />- <br />E <br />w <br />W <br />F—' <br />1lP" <br />J <br />a <br />y <br />° —FM—° <br />I <br />tap - Z <br />8" CMU WALL <br />O <br />S" CMU WALL <br />, CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />O tc g <br />'�' <br />Z <br />t° — <br />+- 0'-0' <br />° I IN FOUNDATION WITH 30" LEG EACH <br />b <br />+. p•-p• <br />- - 0 �,f�" J� WAY AT ALL CHANGES IN DIRECTIONS <br />TOP OF SLAB° <br />TOP OF SLAB <br />I� ") SO THAT THE STEEL REINF, IS CONTINUOUS <br />`+- <br />.._—� <br />MATCH AMOUNT OF CONTINUOUS BARS <br />° I <br />a <br />EXT. PORCH SLAB ° <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1-STORY) <br />...., <br />- <br />1/f, <br />IL TOP OF GARAGE <br />. SEE SLAB SCHEDULE <br />, s ILL <br />o CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />W/ 1/2" ISOLATION <br />JOINT n �' <br />(WHERE . E <br />8" CHAMFER (2-STORY) #3 18" <br />#q 24• <br />EXT. PORCH SLAB <br />ill" ISOLATION <br />4' CHAMFER (1-STORY) <br />6" CHAMFER (2-STORY) <br />APPLICABLE) Z <br />SEE SCHEDULE #5 30" <br />JOINT <br />JOINT (WHERE <br />i 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 />#6 36" <br />AND BAR QUANTITY #7 36" <br />� <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />%,,EXTERIOR MONO -FOOTING <br />XTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />SCALE:3!""_''-0• <br />GA <br />GARAGE SCALE:3/4"=V-9' <br />CORNER BARS DETAIL <br />SCALE: 3/4"=1'-0" <br />GARAGE DOOR <br />LAP TOP PLATE A MIN. OF 48" <br />w RECESS <br />AND NAIL W! 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL EI PLAN <br />w = <br />w <br />2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />V) <br />w <br />w <br />O 0.. I <br />j NEW REINF. BAR <br />pp aQ <br />WALL W! SYP <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />SPACING. SINGLE BTM. PLATE 1/2"x8" WEDGE ANCHOR WIT <br />TO BE PT. PROVIDE DBL. TOP <br />CURB FOR <br />MASONRY <br />UNITS SET <br />SECURED W! 2- PART <br />PLATE WASHER SET IN HIGH STRENGTH <br />1 <br />'- ;p� AT ELEV: <br />2" CAPPED <br />a J I EPDXY. MIN. EMBED <br />EPDXY 5-1/2" EMBED, MIN. 0 16" OC <br />0'-0" <br />GALVANIZED PIPE <br />8", LINO <br />SIMPSON SPH4 OR SPH6 MAX. <br />W/FLANGE @ BASE <br />O FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />cn x SPECIFICATIONS FOR <br />ANCHORS W!'IOd x 1 1!2" <br />4 <br />= m I USE AND <br />COMMON NAILS FILL ALL N <br />PREPARATION OF <br />HOLES, DO NOT USE 10d w <br />Z K HOLE, <br />x 3" K SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />Ck <br />RECESS AROUND GARAGE <br />SAPCONB)1/4"X21/4" <br />M p O, <br />�� <br />+-p- <br />DOOR OPENING <br />TGPOFSLAB <br />4' CHAMFER (I -STORY) <br />6" CHAMFER(2STORY) <br />e ' ` �• <br />LAP TOP PLATE A MIN. OF 48" <br />EQ. EQ. SEE SCHEDULE <br />AND NAIL W/ 16d COMMON VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. <br />2OF <br />FOR WxD, BAR SIZE <br />LAP TO OCCUR OVER STUD WALL W/ PLAN <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />BOLLARD <br />MONOLITHIC <br />FOUNDATION <br />WALL W/ SYP No 2 ST UDS SEE <br />PLANS FOR SPACING . SINGLE <br />SCALE:34"=1'-0" <br />5 <br />SCALE: 3/4"=1'-0" <br />6 <br />SCALE: 3/4"=1'-0' <br />(W/UPLIFT) <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />SLAB WNod MASONRY <br />NAIL 16" O/C STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />W UPLIFT IS PRESENT. <br />LAP TOP PLATE A MIN. OF 48"----� <br />SEE SLAB SCHEDULE <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />+- 0'-0" <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />TOP OF SLAB <br />N, <br />SPACING REQUIREMENTS <br />" e <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />iEl <br />El <br />r—'° <br />PLANS FOR SPACING. SINGLE <br />.-. <br />" <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />SLAB W110d MASONRY NAIL <br />e+ <br />• - .s • <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />� <br />Q w <br />ADDITIONAL METAL <br />m U <br />EQ. EQ. EE SCHEDULE <br />CONNECTORS NOT <br />a <br />FOR WxD, BAR SIZE <br />REQUIRED WHEN NO <br />N <br />O <br />8" CMU WALL <br />AND BAR QUANTITY <br />UPLIFT IS PRESENT. <br />POURED LINTEL (TYP.) <br />��INTERIOR CURB FOUNDATION WOOD WALL <br />LEDCELLCONT. <br />�.'�.. 8- CMU FILLED CELL (iYP.) <br />' <br />-I, - TOP OF SLAB <br />c4i <br />(NO UPLIFT) <br />SEE SLAB SCHEDULE <br />2XWALL FRAMING <br />+- 0'-0" <br />- SEE SLAB SCHEDULE <br />12" DIA. SIMPSON ST62 BOLTS 5" <br />TOP Of SLABa� <br />Z <br />MINIMUM EMBEDMENT INTO <br />°. <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />, <br />m <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />° • <br />POURED MONOLITHICALLY WITH <br />— - FOUNDATION AND SLAB <br />8' VARIEB D' <br />SEE SCHEDULE <br />FOR WxD, BAR 512E'_ <br />2 ° <br />— a" <br />SEE SCHEDULE <br />-- -' -i <br />AND BAR QUANTITY <br />/FOR WxD, BAR SIZE <br />✓ AND BAR QUANTITY <br />r <br />INTERIOR FOUNDATION WOOD WALL <br />COMBLLLINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />as <br />9 SDALE:3/4"=1'-0' (NO UPLIFT) <br />Do <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3/4`=V-0" <br />11 SCALE: 3/4"=1'-0" <br />(ilnwr+.. TZ'1U <br />L f01 <br />SHOWER RECESS FOOTER <br />12 <br />SCALE: 1"=1'-0" <br />6 <br />Grou�� <br />11 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX:407-774.4078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />mUmDiV ae LOT <br />SILVERADO <br />LOT: 9 <br />BLK: 14 <br />P1tOJMCT# <br />03719.000-09141 <br />MODE1. <br />"2045—LANTANA" <br />GARAGE S7►iNG: <br />RIGHT <br />P*&Gm: <br />DETAILS <br />50 MPH W. <br />Dw O1/26/21 <br />SCA=: 1/4"=1'-0" <br />szls= <br />S1.1A <br />