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6450 Back Forty Lp
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6450 Back Forty Lp
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Last modified
3/21/2025 4:42:22 AM
Creation date
2/18/2025 3:39:56 PM
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Building Plans
Street #
6450
Location
Back Forty Lp
Contractor
Lennar
Building Plans - Permit #
Unknown
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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 />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 1/4" <br />AND 1/2" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />\ d's <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />MTS12 w/ (14) 10d x 1 <br />1/2" NAILS) <br />DR FT S P <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 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: J" = 1'-0" <br />VVMLL <br />AMR <br />3YP CUT TO FIT <br />kRS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />2x6 SYP <br />2x4 PT NOTCHED INTO STRINGER - <br />AND NAILED TO FLOOR WITH GLUE <br />AT STRINGER CONTACT POINTS <br />E W "A" <br />SCALE: 1" = V-0" <br />E <br />4 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 />x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />STRINGER <br />A <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />-3/4 PLYWOOD <br />ON DECK <br />2x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />GLUED <br />AND <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE# <br />STRINGER CONTACT <br />POINTS <br />SCALE: 1" = V-0" <br />d'9 <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" NAIL <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH 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 "E" <br />SCALE: 1" = V-0" <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 />2x-, 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 />BLOCKING FOR 2x12 <br />PT UNDER 2x12 <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ J" X <br />2 J" TAPCONS @ MAX. 32" O.C. <br />GA <br />2x12 SYP [SIDE) <br />2x4 GLUED AND NAILED (EACH <br />STRINGER ! SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />/ ---L---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'f <br />SCALE: 1" = V-0" <br />TOP OF <br />STRINGER. <br />TREAD <br />- 1x4 GLUED AND NAILED TO STRINGER <br />FLOOR TRUSS OR CONN. TO BOTTOM <br />NEWEL POST LET INTO <br />2x4 DRAFT <br />GIRDER, FIELD <br />VERIFY OF NEWEL POST <br />THE BLOCK <br />STOP <br />�" <br />PER CONTRACTOR <br />PROVIDE <br />-2x8 SYP DRYWALL STOP <br />BLOCKING <br />MUST NOT TOUCH <br />STRINGERS <br />G <br />><III <br />2x4 BLOCKING FOR 2x12 <br />SIMPSON A35 <br />❑ <br />2X8 BLOCKING <br />- 2x4 PT UNDER 2x12 <br />OR LSC EACH <br />FOR NEWEL POST <br />STRINGER <br />TO ANCHOR TO. <br />(2) LAYER J" EDGE GOLD <br />PROVIDE SOLID BLOCKING <br />(GLUED AND NAILED) <br />OPTION: 2X4 CUT ON <br />OSB OR PLYWOOD <br />BELOW ALL NEWEL POST <br />BEVEL GLUED AND <br />OR 1 t"X16" LVL <br />FROM JOIST TO JOIST. USE <br />NAILED TO SUPPORT <br />ATTACHED W/ 12d NAILS <br />2 X 12 BLOCKS, GLUED AND <br />FLOOR <br />W/ SIMPSON H3 <br />@ 6" O.C. TOP, BOTTOM <br />NAILED TO JOIST. <br />TRUSSES <br />AND VERT. <br />NEWEL POST <br />SECTION <br />VIEW "G11 <br />BLOCKING <br />SCALE: 1" = V-011 <br />SCALE: 1" = 1'-0" <br />GA <br />F.F. <br />3/4 PLYWOOD <br />ON DECK <br />Hf2x4P BLOCKING <br />x8 SYP GLUED <br />RAP <br />ON MTS12 w/ <br />x 1 1/2" NAILS) <br />AND NAILED TO <br />FRAMING <br />Y IAl-177STOPRAFT <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />Ll <br />GLUED AND NAILED TO STRINGER <br />OR DRYWALL SPACING <br />E SECTION VIEW <br />SCALE: 4" = 1'-0" <br />2x4 <br />oegI,16" <br />LVL <br />BEVEL GLUED <br />AND NAILED T <br />LVL <br />SYP <br />BEAM <br />BEARING <br />2x8 <br />IN WALL <br />SYP <br />GLUE <br />AND <br />NAILED <br />TO <br />FRAMIkG, <br />C 7DRYWALL <br />OTE: 2x8 <br />STOPOT SHOWN F SECTION VIEW <br />SCALE: 4" = V-0" <br />DRYWALL JOINT <br />(DRYWALL TO <br />COVER JOISTS) <br />2X4 STUD NAILED AND <br />GLUED TO TOP PLATE <br />2X4 CUT INTO RIM BAND, <br />GLUED AND NAILED TO <br />BEARING WALL BELOW <br />DRYWALL JOINT <br />(DRYWALL TO <br />COVER JOISTS) <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />2X <br />SIMPSON MI <br />(14) 10d x 1 1 <br />Jug 2191 <br />V_ <br />Virtual Revie ieted'st, Inc <br />and ap. <br />plans Review camp <br />tor compliance alAnne th e b <br />K ahr PX23 <br />l_I by bebr <br />SECTION VIEW "H" <br />SCALE: 1" = T-0" <br />N <br />O <br />N <br />O) <br />f <br />U') <br />C7 , <br />Q <br />W <br />Lu <br />Z0 <br />Q <br />n'LO E <br />L 0 <br />Q'0 <br />�, HMM <br />:1 <br />(� V-O <br />% <br />A, <br />W E <br />r <br />O <br />aO <br />_ 8 aS�C <br />� N w <br />N i 00 <br />C3 <br />E� m <br />a <br />W <br />W <br />W W W20 <br />WoQ U)�U)LLZF- <br />Q <br />mdJOix00L 0 <br />(W� <br />< Q V <br />Q �. <br />? O O J z LL W O Z 2 0 d <br />O x�0 OCCOOma <br />W—Z W_ <br />C� Z��pap,�z <br />U)W <br />ozz�Ow0 ( <br />J Q Q O W wz z 0 0 <br />0 Q <br />ow 25 m CUP <br />O <br />Z N <br />W <br />H <br />> (n O <br />pfnCY)O <br />aJ <br />uj LO <br />I— c+M <br />oo <br />Z U H <br />z� <br />W, <br />W O <br />J <br />J <br />O <br />CV <br />co <br />' C'M <br />O <br />O <br />O <br />d <br />h Edition <br />4 <br />' <br />O <br />CV <br />O <br />CV <br />O <br />O <br />o;o <br />1 CO <br />0) <br />W <br />00,N <br />p <br />0 <br />0 <br />0 <br />O <br />CV <br />O <br />N <br />O <br />CV <br />p <br />CV <br />p <br />CV <br />04 <br />C14 <br />O <br />CO <br />LO <br />O <br />00 <br />cM <br />O <br />O <br />NCN <br />O <br />O <br />o <br />,^ <br />�1 / <br />> <br />04 <br />CO <br />V <br />LO <br />CO I <br />I` <br />N <br />/CA' <br />Y <br />Z Z <br />O <br />w <br />O <br />a U) <br />O <br />Uo�Q <br />�-- <br />0 IL <br />LZ <br />.� <br />ZWF- <br />Q <br />LZ <br />N <br />('Ow <br />�3J <br />0 <br />r00 e)a.mzX <br />�ZZ <br />Lu <br />N <br />0ajz <br />mz <br />N <br />¢ <br />Lnzz <br />• <br />Z <br />Z <br />O <br />U <br />v <br />g <br />0 <br />m <br />z <br />S <br />z <br />J <br />W <br />O <br />" <br />LAST PLOT DATE <br />May. 9, <br />23 <br />z 0 <br />STAIR DETAILS <br />
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