Laserfiche WebLink
IF <br />30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z. <br />}} <br />STEEL REINFORCING IN GROUTED <br />`^ <br />STEEL REINFORCING IN GROUTED <br />— - <br />Q5 <br />CELL SEE PLAN FOR SIZE AND <br />0 <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />c ° <br />F s <br />a. <br />SPACING REQUIREMENTS <br />w <br />U <br />w <br />le <br />GARAGE DOOR <br />RECESS <br />to <br />K y Z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />_ CORNER BARS, SAME SIZE AS BAR <br />w LU <br />6B' <br />O � <br />o <br />Z <br />tO <br />I <br />;'� j IN FOUNDATION WITH 30" LEG EACH <br />"'111 <br />w = <br />+- U ' <br />«- 0'-0• <br />..O WAY AT ALL CHANGES IN DIRECTIONS <br />�� <br />y <br />y—,~ TOP OF SLAB <br />TOP OF SLAB <br />SO THAT THE STEEL REINF, IS CONTINUOUS <br />,. <br />- <br />— �—' '-'^•"--! • <br />• <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I (. <br />CURB FOR <br />< <br />° <br />EXT. PORCH SLAB <br />W/ il2" ISOLATION <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4' CHAMFER (1 STORY) <br />78 <br />EXT.4" <br />_L-ILl�.�_ <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />CHAMFER (1STORY) <br />° <br />7 <br />LL <br />I CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />v�WHIEN <br />MASONRY <br />UNITS SET <br />�+ AT ELEV: <br />JOINT (WHERE - • • <br />8' CHAMFER (2-STORY) <br />#4 24' <br />W12"OISOLAT ON <br />L 6" CHAMFER (2-STORY) <br />APPLICABLE) Z <br />SEE SCHEDULE #6 30" <br />JOIM (WHERE: <br />APPLICABLE) <br />i <br />.� <br />• EE SCHEDULE <br />°, <br />ONS ARE MADE FROM FOUNDATIONS HAVING <br />f <br />FOR WxD, BAR SIZE <br />#6 36" <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />iv <br />AND BAR QUANTITY #T 42" <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />_EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />SDALE:34"=''-0" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />GARAGE <br />3 <br />4 <br />SCALE: 3/4"=1'-0" <br />SCALE: 314"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" --�-� <br />LAP TOP PLATE A MIN. OF 49' <br />AND NAIL W/ 1 COMMON <br />AND NAIL W/ 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 />p a I <br />2x4 OR 24 WOOD BEARING PROVIDE BLOCKING <br />WALL WI SYP <br />20 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />5 NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE 8T. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />2" CAPPED <br />O a SECURED W/ 2-PART <br />SPACING. SINGLE BTM. PLATE <br />BTM. PLATE TO BE PT. <br />GALVANIZED PIPE <br />W/FLANGE @ BASE <br />a g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP 1/2"x9" WEDGE ANCHOR W/ 2" <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />.° 8", UNO <br />-+ <br />PLATE <br />EPDXY 5-1Y2" EMBED. MIN. @ 16" OC <br />SLAB W/10d MASONRY <br />¢ O FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX <br />NAIL 16" O/C STAGGERED. <br />= w SPECIFICATIONS FOR <br />ADDITIONAL METAL <br />ion <br />_ I USE AND <br />F- m PREPARATION OF <br />BTM AND TOP PLATE <br />ANCHORS W/ 10d x 1 1/2" <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />SECURE FLANGE TO <br />C0 v HOLE, <br />COMMON NAILS FILL ALL N <br />/n UPLIFT IS PRESENT. <br />SLAB W/(4) 1/4" X 2 1/4" <br />w w <br />HOLES, DO NOT USE 10d w <br />w <br />TAPCONS <br />-J } <br />x 3" SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />Q" <br />TOP OF SLAB <br />TOP OF SLAB <br />° <br />4" CHAMFER(1STORY) <br />«; <br />6" CHAMFER (2-STORY) <br />, °.� <br />_° <br />- <br />�_ .�-� . _.4410 <br />a <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ._---SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />5 <br />scALE:3<"=1'-0" <br />MONOLITHIC <br />FOUNDATION <br />7 INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />8 SCALE: 3f4"=1,�„ (NO UPLIFT) <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 />20 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 />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />SLAB W110d MASONRY NAIL <br />0 <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />CONNECTORS NOT <br />REQUIRED WHEN <br />CL <br />C <br />T. <br />UPLIFT IS PRESENT. <br />O <br />8"CMU WALL <br />POURED LINTEL CONT. (TYP.) <br />POURED <br />8" CELL (TYP.) <br />• <br />I, ,: TOP .15 LAO <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />1/2" DIA. SIMPSON STB2 BOLTS 5" <br />--0' <br />Z <br />SEE SLAB SCHEDULE <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />.'a• <br />Z <br />o <br />GROUTED CELL, 4" FROM ENDS AND <br />•°� <br />'ISOLATED' COLUMN PAD <br />16" O.C. VERTICALLY MAX <br />•' • <br />° • CENTERED UNDER WALL AND <br />.a* <br />m <br />�� POURED MONOLITHICALLY WITH <br />- - FOUNDATION AND SLAB <br />I '-SEE SCHEDULE <br />5 SEE SCHEDULE <br />V FOR WxD, BAR SIZE <br />/ FOR WxD, BAR SIZE <br />-5� AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIGWALL TO <br />FOUNDATION <br />WOOD WALL <br />(D��ILNITE�RIOR <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />3/4"=1'0 <br />NO UPLIFT <br />( ) <br />0 <br />SCALE: 3/4"=1'-T <br />SCALE: 3/4"=l'-0" <br />i44i N. RONALD REAGAN St <br />LONGWOOD, FL32750 <br />PH: 407-774,6078 <br />FAX: 407-774 4078 <br />W W W.abdesigngroup.eom <br />L AA N: 0003325 <br />sa <br />O <br />4 <br />g <br />� <br />� <br />[ 8t7I0DM 4k LO N <br />ABBOTT PARK <br />LOT #36 <br />BLK. #8 <br />P1tOJECT <br />04 81.000-36083 <br />HODELa <br />3EKB <br />"1405- KEYSTONE" <br />GARAGE ffTnN0: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />