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6521 Back Forty Lp
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6521 Back Forty Lp
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Last modified
3/5/2025 10:14:31 AM
Creation date
2/18/2025 3:39:34 PM
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Building Plans
Street #
6521
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 />\0 <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 7T x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: J" = 1'-0" <br />"MA <br />SYP CUT TO FIT <br />4RS 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 />(I EW "A" <br />SCALE: 1" = 1'-0" <br />E <br />I PT NOTCHED INTO STRINGER <br />D NAILED TO FLOOR WITH GLU <br />STRINGER CONTACT POINTS <br />VVHLL <br />SECTION VIEW "D" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED " PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />f2x 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 />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 />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT - <br />STRINGER CONTACT <br />POINTS <br />7L2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />iLUED AND NAILED TO STRINGER <br />DRYWALL SPACING <br />6', <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 />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" = 1'-0" <br />E SECTION VIEW <br />SCALE: 4" = 1'-0" <br />—3/4 PLYV1 <br />ON DECK <br />2x8 SYI <br />AND N/ <br />FRAMIP <br />2x4 DRAF <br />STOP <br />2x4 BLOCF <br />C <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 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 />G.1 <br />TOP OF <br />STRINGER <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 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />G <br />SIMPSON A35 <br />OR LSC EACH <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 />/ PROVIDE MOISTURE <br />PROTECTION <br />Z ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/" X <br />2 4" 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 BOTTOM NEWEL POST LET INTO <br />GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK <br />PER CONTRACTOR <br />PROVIDE <br />BLOCKING <br />_ D 2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1 a"X16" LVL FROM JOIST TO JOIST. USE <br />ATTACHED LV 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR <br />@ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES <br />AND VERT. <br />NEWEL POST <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />BLOCKING <br />J 1 /Al r% UUIN0 1 KUU I IUIN UC I HI LO <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = 1'-0" <br />L JOINT <br />�L TO <br />IOISTS) <br />D NAILED AND <br />'0 TOP PLATE <br />INTO RIM BAND, <br />kND NAILED TO <br />I WALL BELOW <br />L JOINT <br />-L TO <br />OISTS) <br />2X <br />JIPSON MI <br />1)10dx11 <br />u <br />I& 21101-3 <br />ist. iqc. <br />Ua+Raviaw Ass and Som"o- <br />Vir� w comp�atia6 �s nth t6%ilo� <br />plaf►s Rance with thg K ah0 4X�300 <br />rjof compay leafs pnn <br />'ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />cy) <br />N <br />O <br />- <br />N <br />Ln <br />P PA {"- <br />Wk <br />00 <br />cif <br />w <br />O <br />w <br />0 <br />z <br />Q <br />O o <br />W <br />V C 'O o U <br />N <br />M <br />V, <br />co <br />} N vi 7 <br />u �02 u <br />E L <br />W <br />O O O <br />0 ¢ <br />N <br />� u w �N <br />a� <br />o E 2 <br />000 <br />W <br />W LLI <br />❑ ui cn W p �- <br />w�a wm_i wgYzaf z <br />aZ)- ri) �X�LLU0'o JO <br />Q U <br />Q f.- <br /><ax z�l��z��°�¢� <br />O(nw9OZ) wzpR00mZ? <br />U <br />� 0 0 <br />(n 0 Z <br />pa0Zy0z pw0 <br />Q<< Lu V)_MwLZLj <br />a. <br />a. <br />O <br />O <br />Z N <br />O� <br />Ln 5 ti <br />1.-7M O <br />Q � M � <br />ui <br />CM <br />Z U <br />w <br />w� <br />JQ <br />CD <br />N <br />N <br />N <br />N <br />N <br />N <br />P,� <br />N <br />4 <br />T-- <br />4 <br />1 <br />O <br />I <br />N <br />0.0 <br />I <br />N <br />0 <br />0 <br />� <br />0 <br />co <br />0) <br />c0 <br />� <br />00 <br />O <br />O <br />O <br />�- <br />O <br />0 <br />CV <br />0-0 <br />N <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />N <br />O <br />6 <br />00 <br />CI <br />A <br />1 <br />O <br />O <br />C <br />1 <br />0 <br />1 <br />T <br />0 <br />1 <br />0 <br />6 <br />, <br />0 <br />w <br />0 <br />o <br />cn <br />N'^ <br />�1 , <br />a) <br />> <br />O <br />O <br />N <br />O <br />M <br />O <br />O <br />O <br />CO <br />0 <br />I` <br />1 <br />cr <br />co <br />VJ <br />Z z <br />- Z O <br />O <br />♦ ' <br />VoER0 <br />_ <br />w cn <br />III <br />_ <br />ow <br />W <br />Lo <br />-0w <br />Z <br />Q <br />r� <br />~ <br />=m0Z <br />~ <br />N <br />v <br />Z J <br />i'z <br />2W <br />N <br />OVa}W <br />0 <br />Q <br />D z Lu <br />z <br />z <br />O <br />• <br />Z <br />F- <br />U <br />a <br />OU <br />o <br />m <br />Q <br />Z <br />Z <br />z <br />W <br />J <br />wST <br />r^ <br />M <br />O <br />O <br />LAST PLOT DATE <br />> <br />May. 9, 23 <br />z <br />O <br />J <br />STAIR DETAILS <br />
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