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6529 Back Forty Lp
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6529 Back Forty Lp
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Last modified
3/21/2025 1:38:36 AM
Creation date
2/19/2025 8:30:57 AM
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Building Plans
Street #
6529
Location
Back Forty Lp
Contractor
Lennar
Building Plans - Permit #
Unknown
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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 />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />\ 0-, <br />3/4" RISER CUT TO FIT <br />2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" <br />FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND <br />MTS12 w/ (14) 10d x 1 <br />BOTTOM, GLUED AND <br />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 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS 1x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: z = 1'-0" <br />VVHLL <br />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />ALIGN THIS STUD WITH <br />AFACE OF 2ND RISER <br />3YP CUT TO FIT <br />%RS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />2x6 SYP <br />2x4 SYP BLOCKING ` <br />2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ <br />AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) <br />'IEW "A" <br />SCALE: 1" = 1'-0" <br />0 <br />I PT NOTCHED INTO STRINGER <br />D NAILED TO FLOOR WITH GLU <br />STRINGER CONTACT POINTS <br />CTION VIEW "D" <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" = 1'4" <br />�-STRINGER <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 <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILEC <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT <br />STRINGER CONTACT <br />POINTS <br />.7 <br />SCALE: 1" = 1'-0" <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />1 GLUED AND NAILED TO STRINGER <br />OR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE: :l!' = V-0" <br />-3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN a' <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/ 4' X <br />2 4' TAPCONS @ MAX. 32" O.C. <br />SECTION VIEW "B" G.1� <br />SCALE: 1" = 1'-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 />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />i MUST NOT TOUCH <br />STRINGERS <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 PLYV� <br />ON DECIN <br />--2x8 SYI <br />AND N/ <br />F RAM I I` <br />2x4 DRAF' <br />STOP <br />2x4 BLOCK <br />C <br />2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />G <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-;\ rSIDE) TO BOTTOM EDGE OF 2x12 <br />1 STRINGER <br />/ PROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONIC. W/ 4' X <br />2 4' TAPCONS @ MAX. 32" O.C. <br />—1x4 GLUED AND <br />NAILED TO STRINGER <br />SECTION VIEW °'C" <br />SCALE: 1" = V-0" <br />FLOOR TRUSS OR CONN. TO BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />PER CONTRACT <br />El <br />(2) LAYER 2" EDGE GOLD PROVIDE SOLID BLOCKING <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1 a"X16" LVL FROM JOIST TO JOIST. USE <br />ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND <br />@ 6" O.C. TOP, BOTTOM NAILED TO JOIST. <br />AND VERT. <br />N EWE L POST <br />SECTION VIEW "G" <br />SCALE: 1" = V-0" <br />BLOCKING <br />0 1 /AI M lalJIV0 I MUU I IUIV UC I /AI LJ <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 />VTO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />2X <br />PSON MI <br />10dx11 <br />W <br />.L POST LET INTO <br />LOCK <br />IDE <br />41NG <br />2X8 BLOCKING <br />FOR NEWEL POST <br />-0 ANCHOR TO. <br />(GLUED AND NAILED) <br />LOOR <br />TRUSSES <br />ECTION VIEW IINIo <br />SCALE: 1" = 1'-0" <br />4 <br />M <br />N <br />O <br />N <br />co <br />Lo <br />*4 � <br />Al o �, <br />_{ <br />0 <br />:. <br />In <br />A <br />a <br />"^ <br />LZ[J <br />a'� <br />p <br />a <br />LLJ <br />x <br />Q <br />Z <br />a <br />> 0 <br />W q U <br />(+)� y <br />M � <br />4—} cn � <br />Vi V 70 m d M <br />L t o <br />Oo E o <br />�rnrn <br />_� <br />o N Q <br />.s w^ N� <br />N� <br />n ` 0- <br />L <br />W C E_ <br />a <br />Lu Lu (D W <br />o <br />Lw" W J W 2 0 <br />�02 JQQ¢a¢LLUO0JO <br />�-- <br />OW�WFnzOWOffmZ=f>_U <br />O O <br />Q<< LLI<Zwz2Wuoa <br />U) <br />LL <br />OW 2 W 0 ¢ <br />o o¢ <br />OQ Of <br />LL 0¢ LL <br />O <br />Z 04 <br />Lu <br />OF- <br />U 5 ti <br />M O <br />Q U) M � <br />G u) LLti <br />F-0:011M <br />0- 2 T- <br />Z U <br />Z <br />W <br />W <br />O <br />J O <br />d' <br />JUL2 <br />Virtual <br />Re <br />I <br />liew <br />� <br />Assist. <br />' <br />Plans Reviewco <br />pl <br />to <br />d <br />for compliance <br />wit <br />the <br />2�2 <br />At' <br />aiti <br />Dn <br />by Deb <br />Ifto <br />O <br />0 <br />0 <br />o <br />0 <br />Lo <br />C) <br />- <br />M <br />CDC) <br />0000 <br />O) <br />O <br />O <br />N <br />O <br />Z <br />O <br />N <br />W <br />o <br />0 <br />® <br />o <br />N <br />co <br />i <br />i <br />I <br />Co <br />ZZ <br />U07 <br /><Z <br />OaW <br />Z <br />_ <br />40 <br />V/ O <br />U <br />coo <br />VUFn <br />pZj <br />oW0 <br />z <br />Lu <br />QT__q <br />H <br />W a <br />W <br />�.d l <br />W ~ <br />0 <br />mLu <br />F� <br />N <br />O <br />Z0= <br />w <br /><~::) <br />. <br />Q <br />O <br />�' ® <br />zWo <br />z <br />z <br />o- <br />�Z <br />ry <br />Q0 <br />H <br />U <br />O <br />o- <br />co <br />z <br />S T <br />a <br />Z <br />Z <br />W <br />LLJ <br />Lo <br />O <br />04 <br />LAST PLOT DATE <br />-0 <br />zO <br />— J <br />STAIR DETAILS <br />I I. lei d.-.I "�. ,.,. :i-11 J N. 4:, '.I LI..i4.k;.: tl - i I I iI- <br />
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