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6462 Back Forty Lp
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6462 Back Forty Lp
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Last modified
3/21/2025 5:07:55 AM
Creation date
2/18/2025 3:36:46 PM
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Building Plans
Street #
6462
Location
Back Forty Lp
Contractor
Lennar
Building Plans - Permit #
Unknown
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SCALE: iII = 1'4" <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 />FA1 <br />SYP CUT TO FIT <br />ARS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />SYP <br />2x4 PT NOTCHED INTO STRINGER - <br />AND NAILED TO FLOOR WITH GLUE <br />AT STRINGER CONTACT POINTS <br />(I EW "A" <br />SCALE: 1" = V-0" <br />A <br />I PT NOTCHED INTO STRINGER <br />D NAILED TO FLOOR WITH GLU <br />STRINGER CONTACT POINTS <br />SECTION VIEW "D" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED " PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />2x4 GLUED <br />AND NAILED <br />0 <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />SECTION VIEW "B" <br />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN" <br />AND J" 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 STRAP GLUED TO <br />2x4 DRAFT RISER AND TREAD <br />STOP <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />BLOCKING FOR 2x12 <br />PT UNDER 2x12 <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/4" X <br />2 4" TAPCONS @ MAX. 32" O.C. <br />G.1 <br />SCALE: 1" = V-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />TOP OF <br />STRINGER <br />6,y <br />TREAD-,, <br />1x4 GLUED AND NAILED TO STRINGER <br />DRAFT <br />STOP <br />STOP <br />•`-� <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS <br />2x4 BLOCKING FOR 2x12 <br />SIMPSON A35 <br />2x4 PT UNDER 2x12 <br />OR LSC EACH <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 112" NAILS) <br />SECTION VIEW "E" <br />SCALE: 1" = V-0" <br />SECTION D-D <br />2x4 SPF NOSING GLUED AND SCALE: 1" = V-0" <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />3/4 PLYWOOD 3/4 PLYV1 <br />3/4" RISER CUT TO FIT 2X4 SYP BLOCKING ON DECK ON DECH <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON H 2x4 SYP BLOCKING <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 -2x8 SYP GLUED FOR STRAP x8 SYI <br />BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO AND N) <br />NAILED TO STRINGER FRAMING (SIMPSON14)10d M/2" N I FRAMIP <br />(14) 10d x 1 1/2" NAILS) <br />x4 DRAFT 2x12 2x4 DRAF' <br />STOP TREAD STOP <br />2x12 TREAD GLUED 4 <br />GLUED AND AND <br />NAILED NAILE <br />2x4 BLOCK <br />2x 2x <br />DR FTSTOP I T S P <br />2x4 PT NOTCHED INTO 2x4 PT NOTCHED INTO C <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONEDO 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 TO STRINGER POINTS OR DRYWALL SPACING <br />E FOR DRYWALL SPACING B <br />SECTION VIEW H SECTION VIEW <br />H SCALE: ? = 1'-0" SCALE: <br />SCALE: J" = 1'-0" <br />STRINGER—` <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER7\-,,,,. SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />/ PROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC, W/ J" X <br />2 J" TAPCONS @ MAX. 32" O.C. <br />—1x4 GLUED AND <br />NAILED TO STRINGER <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />FLOOR TRUSS OR CONN. TO BOTTi <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />PER CONTRACT, <br />(2) LAYER J" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 j"X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = V-0" <br />PROVIDE SOLID BLOCKING <br />BELOW ALL NEWEL POST <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED AND <br />NAILED TO JOIST. <br />NEWEL POST <br />BLOCKING <br />0 1 /Air% UUIV0 1 KUU 11UN Ur. I /-'SILO <br />(IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = 1'-0" <br />JOINT <br />TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />2) <br />PSON M <br />10d x 1 <br />L POST LET INTO <br />LOCK <br />IDE <br />41NG <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />:LOOR <br />TRUSSES <br />JUL 21 2023 <br />Virtual Review Assist, Inc. N <br />Plans Review completed and appro <br />for compliance with <br />eEdition <br />hv Debra AnneKlahrr PX2300 <br />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />i <br />CM <br />N <br />O <br />N <br />U <br />Ln <br />000 <br />LO <br />•s:' <br />00 <br />Lt" <br />Z <br />o <br />WW <br />O <br />Q <br />N <br />Nam- E <br />c "o c. o <br />Ch <br />CY)� <br />•}- <br />V) <br />�O2 M <br />�_ .. <br />AV oM <br />W c L <br />o11Mg b <br />O <br />V <br />o. 0 Q <br />i U <br />•^N` <br />W <br />p <br />w aN c <br />L s✓ C •� <br />i <br />ww <br />�w Yzx <br />�W U)O0� <br />JO <br />OLLV �aOOLLLLQZM_0 a <br />O O <br />� 0 Z <br />0 w M> 0 W w W_ V5LL <br />x x 2. 0 <br />Q~WpwHV5 wZ23p) 0. <br />LL <br />0 o 0 0¢ a <br />LL <br />��w <br />1 <br />O <br />N <br />Ow <br />> �o <br />`M O <br />z <br />Q Lr) <br />M Ln <br />U0 <br />LL V- <br />z <br />Q <br />F— cj� Uj <br />oC �- <br />L <br />IS.M <br />-I <br />Z <br />00 <br />la- <br />W <br />W <br />Jo <br />lD <br />d' <br />N <br />O <br />co <br />O <br />"M <br />O <br />CN <br />N <br />CV <br />O <br />� <br />r <br />0 <br />0 <br />�o <br />O <br />O <br />O <br />c6 <br />a <br />r� <br />w <br />CO <br />CO <br />0 <br />O <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />O <br />N <br />O <br />O <br />N <br />O <br />N <br />N <br />N <br />Cn <br />N <br />Cn <br />O <br />C>D <br />M <br />NO <br />q- <br />O <br />V-- <br />O'O <br />0) <br />o) <br />O <br />O <br />O <br />e- <br />N <br />O <br />NL0 <br />�,�000000 <br />N'M <br />d <br />Lo <br />O <br />r-- <br />C <br />M U) <br />Z Z <br />O <br />�/V �-+ <br />WwF- <br />> <br />O <br />Q <br />c.)�s <br />o �a <br />a. <br />Oai <br />Z <br />Z <br />LU <br />~m0Z <br />t� <br />= <br />Z J <br />Z Ix <br />TI <br />�ZZ <br />LL <br />W IMF <br />O�2Z <br />N <br />Q 00 <br />U0z <br />0. LU <br />z <br />Z '__4 <br />�a0 <br />. <br />Z <br />U <br />Ua <br />00 <br />� m <br />z <br />a <br />Z <br />Z <br />w <br />J <br />W <br />0 <br />� <br />LAST PLOT DATE <br />May. 8, 23 <br />z O <br />J <br />STAID DETAILS <br />
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