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6245 Back Forty Lp
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6245 Back Forty Lp
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Last modified
3/20/2025 10:29:17 PM
Creation date
2/19/2025 2:00:59 PM
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Building Plans
Street #
6245
Location
Back Forty Lp
Contractor
Lennar
Building Plans - Permit #
5971
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SCALE: 2' = 1'-0" <br />NOTE: <br />THESE DETAILS ARE NOT PLAN <br />SPECIFIC. THEY ARE PROVIDED TO <br />YOU AS A STANDARD TO CONSTRUCT <br />STAIRS. REFER TO PLAN DETAILS <br />FOR RISE AND RUN INFORMATION. <br />VVMLL <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />3/4" RISER CUT TO FIT r <br />A <br />MAINTAIN BETWEEN 4" <br />AND 2' GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />1x4 GLUED AND NAILED TO STRINGER <br />STRAP GLUED TO <br />2x4 DRAFT <br />RISER AND TREAD <br />STOP <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />3YP CUT TO FIT <br />\RS IN WALL <br />2x12 SYP <br />R <br />/ <br />BEARS IN WALL <br />x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />2x6 SYP <br />2x4 SYP BLOCKING <br />2x4 PT NOTCHED INTO STRINGER <br />FOR STRAP <br />AND NAILED TO FLOOR WITH GLUE <br />(SIMPSON MTS12 w/ <br />AT STRINGER CONTACT POINTS <br />(14) 10d x 1 1/2" NAILS) <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC, W/ 4' X <br />2 a' TAPCONS @ MAX. 32" O.C. <br />'IEW "A" <br />SCALE: 1" = V-0" <br />10 <br />I PT NOTCHED INTO STRINGER <br />D NAILED TO FLOOR WITH GLU <br />STRINGER CONTACT POINTS <br />SECTION VIEW "D" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = V-0" <br />PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />_--2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'4" <br />2x4 GLUED <br />AND NAILED <br />0 <br />SECTION D-D <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />3/4 PLYWOOD <br />ON DECK <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING <br />K4B <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />H <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 <br />x8 SYP GLUED <br />BOTTOM, GLUED AND 1/2" NAILS) <br />AND NAILED TO <br />/ <br />NAILED TO STRINGER <br />FRAMING <br />LS) <br />2x4 DRAFT 2x12 <br />STOPTREAD <br />2x12 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED <br />NAILED <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER rSIDE) TO BOTTOM EDGE OF 2x12 <br />1 STRINGER <br />/ PROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ a' X <br />2 4' TAPCONS @ MAX. 32" O.C. <br />—1x4 GLUED AND <br />NAILED TO STRINGER <br />SECTION VIEW "B" <br />G.1 <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />SCALE: 1" = V-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />TOP OF <br />STRINGER <br />TREAD <br />1x4 GLUED AND NAILED TO STRINGER <br />FLOOR TRUSS OR CONN. TO BOTTOM- <br />2x4 DRAFT <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />STOP <br />tiN <br />r <br />PER CONTRACTOR <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS <br />G <br />2x4 BLOCKING FOR 2x12 <br />SIMPSON A35 <br />2x4 PT UNDER 2x12 <br />OR LSC EACH <br />STRINGER <br />2x4 SYP BLOCKING <br />(2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING <br />FOR STRAP <br />FOR STRAP / <br />OPTION: 2X4 CUT ON <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />R ORW <br />(SIM(14) PS MTS12 <br />MTS12 w/ <br />BEVEL GLUED AND <br />FROM JOIST TO JOIST. USE <br />OR 1 16" <br />x 1 NAILS) <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 <br />ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND <br />NAILED TO JOIST. <br />/ <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "E" <br />2x4 PT NOTCHED INTO 2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING STRINGER CONTACT 1 GLUED AND NAILED TO STRINGER <br />POINTS x4 GLUED AND NAILED ro STRINGER POINTS OR DRYWALL SPACING <br />E FOR DRYWALL SPACING B <br />H <br />H SECTION VIEW E SECTION VIEW <br />SCALE: ' = 1'-0" _ SCALE: 2' = 1'-0.. <br />3/4 PI <br />ON D <br />AN I <br />FR/ <br />2x4 Di <br />STOP <br />2x4 BL <br />SCALE: 1" = V-0" <br />SECTION VIEW "G" <br />SCALE: 1" = V-0" <br />NEWEL POST <br />BLOCKING <br />0 1 /AIM kaUIVO I MUU I IUIN UC I /AI LO <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = V-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />JD NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />PSON <br />10d x <br />NEWEL POST LET INTO <br />THE BLOCK <br />PROVIDE <br />BLOCKING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />MAR 2 5 ?gp <br />Virtual Review <br />Plans Assist, Inc. <br />Review completed and pay cImphance with the approved <br />202A F9C 7th Ed'ti <br />by pebra Anne Klahr PX2300 <br />N <br />CV <br />O <br />N <br />Lo <br />00 <br />1 tt <br />C. <br />(» • Y <br />Z <br />t .. fr, <br />w <br />.. <br />_ <br />O <br />w <br />M <br />¢ <br />nN <br />> O o <br />_W <br />L o I u <br />tNco <br />MMIME <br />to <br />M, <br />U _ - 2 <br />0 m <br />U O <br />0 0 <br />0 LLO D Q <br />i U�° <br />•nN` <br />Lu QN <br />W <br />L 00 E <br />CD iD O'L <br />Lu W W <br />ow u� wOF- <br />wHQ =2� vfQ~Z� Z <br />¢ D- O u U 00 0-j 0 <br />~ <br />J w <br />I-- <br />0 <br />CyU�w0ZpRoom-oz <br />cn [Lu5ww =zn <br />¢ <br />zLuWOo�O <br />O <br />Q<<0Lu <br />Q <br />OOQ 0 � cl <br />< <br />LL F ¢ LL <br />O <br />O <br />(V <br />QW <br />>U.)Q0o <br />z <br />. o <br />Q L) <br />J Ln <br />PL <br />LL <br />Cam/) N <br />W Ln <br />ryi <br />>_ <br />Q Q 00 <br />z � I— <br />W <br />w <br />-j C) <br />N <br />N <br />O <br />N <br />r <br />O <br />N <br />O <br />O <br />Cfl <br />r <br />M <br />r <br />M <br />r <br />O <br />N <br />O <br />p <br />r <br />O <br />N <br />O <br />N <br />O <br />±CV <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />O) <br />N <br />O <br />O <br />O <br />r <br />O <br />r <br />Op <br />O <br />N <br />r <br />M <br />C <br />� <br />O <br />r <br />O <br />O <br />O <br />O <br />O <br />O <br />r <br />O <br />r <br />N <br />O <br />O <br />p <br />N <br />L <br />> <br />r <br />r <br />CDC <br />N <br />M4 <br />O <br />O <br />Ln <br />O <br />O <br />O <br />ti <br />U <br />M (� <br />z z <br />O <br />� w <br />�I1✓ <br />v� <br />O <br />_�o20 <br />~�wg <br />CL Me <br />�Co0z <br />CD <br />uJ <br />J <br />Q <br />!' <br />Z 2W <br />(Y <br />LLI <br />pp <br />O <br />U�ZC, <br />0-W <br />O <br />z T,, <br />�¢o <br />■ <br />z <br />U <br />a <br />o � <br />C <br />z <br />Z <br />z <br />w <br />J <br />wO <br />� <br />O <br />LAST PLOT DATE <br />Dec. 15, 22 <br />z <br />J 0 <br />STAIR DETAILS <br />
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