Laserfiche WebLink
3(" <br />MIN. EACH WAY <br />— MONOLITHIC FOOTING <br />}I <br />• <br />Z <br />STEEL REINFORCING IN GROUTED <br />"• <br />STEEL REINFORCING IN GROUTED <br />.,. <br />CELL SEE PLAN FOR SIZE AND <br />d <br />CELL SEE PLAN FOR SIZE AND <br />I' ° o <br />Q F <br />SPACING REQUIREMENTS <br />0 <br />SPACING REQUIREMENTS <br />w <br />w <br />_ T� <br />.. <br />1�. yr <br />GARAGE DOOR <br />RECESS <br />U <br />d <br />2�FM�. <br />• <br />rL/ <br />g <br />K U) Z <br />8" CMU WALL <br />O 0) <br />Q 8" CMU WALL <br />(• f I CORNER BARS, SAME SIZE AS LARGER BAR <br />w w g' <br />O io <br />Z <br />+- 0'-0" <br />IN FOUNDATION WITH 30" LEG EACH <br />e �. <br />WWW <br />w = <br />+- 0'-0" <br />TOP OF SLAB <br />- B •I„T 1 WAY AT ALL CHANGES IN DIRECTIONS <br />.. °� SO THAT THE STEEL REINF. IS CONTINUOUS <br />4I <br />:On <br />TOP OF SLAB <br />MATCH AMOUNT OF CONTINUOUS BARS <br />Io� <br />CURB FOR <br />EXT. PORCH SLABCHAMFER <br />SEE SLAB SCHEDULE <br />SIZE 48 BAR DL4. <br />(1-STORY) <br />-VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />LLBAR <br />o CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />'- 7tp. AT ELEV: <br />W!12"ISOLATIONCHAMFER <br />7ANOD6EE <br />(2STORY) 93 ,8" <br />EXT. PORCH SLAB <br />4"CHAMFER (1STORY)JOINT <br />(WHERE <br />#q 2q^ <br />Wl i/2"ISOLATION <br />a ' 6" CHAMFER (2STORY)APPLICABLE) <br />```"`•3ia�ia---��----"``� <br />z <br />SCHEDULE 30" <br />JOINT (WHERE <br />APPLICABLE) <br />Z <br />EE SCHEDULE <br />°WHEN <br />TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />2WxD, <br />BAR SIZE <br />36' <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (le, 2 TO 3, PROVIDE 2 BARS), LINO <br />#7 42" <br />% <br />EXTERIOR MONO -FOOTING <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />SCALE:3I4"=,'-a' <br />U'__'�EXTERIOR <br />SCALE:3W=V-0" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />1 <br />@ GARAGE <br />3 <br />4 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=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 WI 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 />w <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 />2" CAPPED <br />-y y NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO BLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />& a. SECURED W/ 2- PART <br />SPACING. SINGLE BTM,PLATE <br />W"x8" WEDGE ANCHOR W/ 2" <br />BTM. PLATE TO BE PT. <br />W/FLANGE @ BASE <br />d g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />Q B", LINO <br />PLATE EPDXY 5-1/2"EMBED. MIN. (� 16" OC <br />SLAB W/tOd MASONRY <br />Q <br />FOLLOW ALL MANF. <br />SIMPSON SPH4 SPH6 MAX. <br />NAIL 18" OIC STAGGERED. <br />iy <br />= SPECIFICATIONS FOR <br />V) ¢ <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />SECURE FLANGE TO <br />= aG USE AND <br />1— m PREPARATION OF <br />ANCHORS W/ 10d x 1 12" <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />SLAB W/(4) tl4" X 2114" <br />v HOLE. <br />COMMON NAILS FILL ALL to <br />y UPLIFT IS PRESENT. <br />TAPCONS <br />Z <br />HOLES, DO NOT USE 10d w <br />Lu <br />x 3" = SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />,QQ <br />TOP OF SLAB a <br />TOP OF SLAB <br />4" CHAMFER (I -STORY) <br />- - � <br />6"CHAMFER (2-STORY) <br />.+; e.�_� <br />° <br />—° <br />•, <br />4 <br />• s <br />EQ. EQ. EE SCHEDULE <br />EQ. EQ. SEE SCHEDULE <br />BOLLARD <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />5 <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />BDALE. 3/4-'-o <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />$INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />. <br />scn`e:31a"='�(NO UPLIFT) <br />SCALE:3l4"=1'-0" <br />SCALE:3l4"=r-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 216 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W! SYP No 2 STUDS SEE <br />p n' <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />= <br />uu�1 <br />IS" O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />v d <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />O o) <br />8" CMU WALL <br />UPLIFT IS PRESENT. <br />? <br />+- 0'-0" <br />POURED LINTEL CONT, (TYP.) <br />+ 8" CMU FILLED CELL (TYP.) <br />; a'' <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />I / - .1 .a <br />2X WALL FRAMING <br />_ <br />i SEE SLAB SCHEDULE <br />112" DIA. SIMPSON STB2 BOLTS 5" <br />Z <br />a <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />4 CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />�.Ti <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AN D BAR QUANTITY <br />* <br />1 <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />10 <br />BLOCK WALL CONNECTION <br />`� SCALE: 3/4"=1'-0" (NO UPLIFT) <br />SCALE: 3,""=''-0" <br />11 SCALE: 3/4"=V-0" <br />O <br />d N. RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdosigngroup.com <br />AA M: 0003325 <br />14 <br />a <br />1 StmDty. aLe <br />SILVERADO <br />LOT #49 <br />BLK #18 <br />PROJECT# <br />04128.002-49181 <br />MODZU <br />4EAB <br />"1672-ARIA" <br />GARAGE ISWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH . B <br />