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6246 Back Forty Lp
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6246 Back Forty Lp
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Last modified
3/3/2025 10:52:41 PM
Creation date
2/18/2025 4:29:05 PM
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Building Plans
Street #
6246
Location
Back Forty Lp
Contractor
Lennar Home
Building Plans - Permit #
6070
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SCALE: " = 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 />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />\ &,, <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 <br />BOTTOM, GLUED AND 1/2" NAILS) <br />NAILED TO STRINGER <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />STRINGER CONTACT 2x4 BLOGK IN KNEEWALL FOR 2x12 NAILING <br />POINTS 1x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />/H <br />SECTION VIEW <br />SCALE:" = 1'-0" <br />VV/-1LL <br />SYP CUT TO FIT <br />%RS IN WALL <br />2x12 SYP <br />1"'S <br />BEARS IN WALL <br />L••/ <br />2x6 SYP <br />2x4 PT NOTCHED INTO STRINGER - <br />AND NAILED TO FLOOR WITH GLUE <br />AT STRINGER CONTACT POINTS <br />(I EW "All <br />SCALE: 1" = 1'-0" <br />E <br />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" = 1'-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" = T-0" <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />SCALE: 1" = 1'-0" <br />-3/4 PLYWOOD <br />ON DECK <br />--2x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />2x4 DRAFT <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILEC <br />2x4 PT NOTGHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT <br />STRINGER CONTACT <br />POINTS <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />1 GLUED AND NAILED TO STRINGER <br />_AeOR DRYWALL SPACING <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 />SCALE: 1" = 1'-0" <br />-ALIGN THIS STUD WITH FACE OF 2nd RISER <br />-3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN" <br />AND GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />BLOCKING FORSTRAP <br />1x4 GLUED AND NAILED TO STRINGER <br />GLUED TO <br />•2x4 DRAFT <br />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/a' X <br />2 TAPCONS @ MAX. 32" O.C. <br />G-1 <br />+ TOP OF <br />STRINGER <br />TREAD <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAI LS) <br />SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />E SECTION VIEW <br />SCALE: ' = 1'-0" <br />-3/4 PLYN <br />ON DECK <br />--2x8 SYI <br />AND N/ <br />FRAMII` <br />2x4 DRAF' <br />STOP <br />2x4 BLOCK <br />2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />SIMPSON A35 <br />OR LSC EACH <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 />STRINGER _-/ SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />/ --J---PROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONIC. W/ 14" 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 />(2) LAYER" 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 "O" <br />SCALE: 1" = 1'-0" <br />PER CONTRACT <br />E] <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 />L POST LET INTO <br />LOCK <br />IDE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />NEWEL POST <br />BLOCKING <br />0 1 /r-XI M l,. UIVO I KUU I IUIN Ur. I /AI Lam► <br />(IF 11X17 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 />JD NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />PSON <br />10dx' <br />ECTION VIEW "H" SCALE: 1"" 0 8 2023 <br />Viqua� Review Assist, Inc. <br />I.ar Review cernpteted and appro ed <br />sir Qu�Ts�yanre=sty the 200 SRC 7th E itio <br />9 ros Rehfa Anne K€ahr PX2300 <br />"a <br />o <br />a b Ir <br />r� <br />Lo <br />p4 M ! y a <br />6"• <br />Co <br />K! <br />»..`r{ •� � "�'` a '$ <br />a ' <br />t-- <br />4 ' i 1 <br />4 r <br />W <br />C) <br />W <br />Z <br />c <br />aC <br />(D 0 <br />W r.. c U <br />d <br />4-- •��"Cq00 u� m <br />V) V <br />A� 0 r p <br />C:W o <br />S <br />0 u:. o <br />�_ <br />C <br />•() <br />U W <br />i� 00E <br />7(1) <br />�I <br />W <br />w 0 <br />Lu Z)CCQ <br />OW�2OyIxUOO <br />Q3ISZLgL— <br />ZM00 <br />0 0a <br />0 <br />U) C�of <br />Z <br />aLu _�QO�Lu ZWiOC <br />O Z <br />O— <br />—W W� <br />OW <ILL~ <br />Zc <br />0 ❑ 'm ❑ Q <br />U- ¢ 0 tL <br />C7 <br />C? <br />("J <br />zW <br />O I.— <br />� <br />>�QC) <br />z <br />a . M C7 <br />< � M-� Lr) <br />uo) <br />U- <br />W <br />. <br />Q Ln <br />CL M <br />< U <br />Q ©0 <br />W <br />Jo <br />d' <br />N <br />cm <br />m <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />p <br />� <br />� <br />CNJ <br />NO <br />O <br />O <br />CJ <br />G7 <br />0 <br />r <br />00 <br />'r- <br />CO <br />r <br />0 <br />N <br />Q <br />N <br />C) <br />(N <br />r <br />N <br />O <br />N <br />0 <br />0 <br />N <br />O <br />N <br />o <br />N <br />O <br />N <br />G <br />N <br />r <br />e� <br />a4 <br />CDO <br />A <br />C;N <br />C) <br />.Q <br />e- <br />J <br />t� <br />C) <br />CDr <br />Q <br />Q <br />CV <br />0 <br />0 <br />a <br />a^ <br />Li ♦ <br />>1 <br />T <br />Uli, <br />K� <br />'sC <br />� <br />CSC <br />00 <br />Z Z <br />©W0 <br />� <br />WU�> <br />C) <br />Uo�� <br />�C7 <br />W <br />-� <br />O <br />cl <br />'zWh� <br />Q <br />~Lu <br />in 0z <br />I <br />J <br />V <br />z� <br />T I� <br />0— <br />Z z <br />WW <br />�_<W <br />C) <br />�Zrn <br />,..,.I <br />=' a <br />.. <br />z <br />0 <br />MM0 <br />W <br />� <br />S <br />�C <br />Z <br />Z <br />ua <br />J <br />W <br />Co <br />N <br />N <br />LAST PLOT DATE <br />Mar. 9, 23 <br />4-1 <br />0 <br />STAIR DETAILS <br />J <br />— - - — --- -.— - -- --� fl -r-- -7-- 1 T 61 �. <br />Ti A'�_: II '• ii � i� � MI-+. 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