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6206 Back Forty Lp
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6206 Back Forty Lp
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Last modified
3/20/2025 9:30:35 PM
Creation date
2/19/2025 8:20:21 AM
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Building Plans
Street #
6206
Location
Back Forty Lp
Contractor
Lennar
Building Plans - Permit #
6220
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I I I I I I' I f lI' I II I I I I I I I <br />ALL STAIR STRINGERS <br />AND TREADS TO BE <br />#2 SYP (MIN.) <br />THREADS, RISERS, AND <br />3/4" PLYWOOD NOT <br />SHOWN IN DETAIL FOR <br />CLARITY <br />ALL WOOD TO WOOD <br />CONNECTIONS TO BE <br />GLUED (PL 200) AND <br />NAILED (MIN. (2)16d). <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD <br />PLAN VIEW <br />SCALE: " = V-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 NOSIN0 GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />� 6'0 <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 />/ <br />fR <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: 2' = 1'-0" <br />STRINGER <br />CONTACT\ <br />SIMPSON F <br />LSC EACH <br />STRINGER <br />2x4 CUT ON BEVEL — <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />< I 2x8 <br />F SE <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL <br />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />I PT NOTCHED INTO STRINGER - <br />D NAILED TO FLOOR WITH GLUE <br />STRINGER CONTACT POINTS <br />CTION VIEW "A" <br />SCALE: 1" = V-0" <br />2X4 PT NOTCHED INTO STRINGER <br />AND NAILED TO FLOOR WITH GILL <br />AT STRINGER CONTACT POINTS <br />CTION VIEW "D" <br />SCALE: 1" = V-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'-0" <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 />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT <br />STRINGER CONTACT <br />POINTS <br />I <br />J <br />SCALE: 1" = 1'-0" <br />2x8 SYP DRYWALL STOP MUST <br />// NOT TOUCH STRINGERS <br />SLUED AND NAILED TO STRINGER <br />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" = V-0" <br />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 />E SECTION VIEW <br />SCALE: 2" = 1'-0" <br />-3/4 PLY\A <br />ON DECK <br />--2x8 SYI <br />AND W <br />FRAMI1' <br />2x4 DRAF <br />STOP <br />2x4 BLOCH <br />C <br />-3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN J" <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 />S10P <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 a' 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 �N [ <br />-2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS <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 --//�� I SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />/ PROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ a' 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 BOTTI <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />(2) LAYER 4" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 4"X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />PER CONTRACT <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 HIM I.#UIVO I MUU I IUIN UC I /'-XI LO <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = V-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 />2X <br />PSON M1 <br />10dx11 <br />LA <br />L POST LET INTO <br />LOCK <br />IDE <br /><ING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />ECTION VIEW "H" <br />SCALE: 1 = 1-0 <br />MAY 121o23 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approl,ec <br />by � <br />for compliance with the 2020 FgD ytr <br />X. , stlt)s, <br />2V <br />Debra Anne Klahr P <br />co <br />N <br />O <br />_ <br />N <br />M <br />04 <br />0 <br />w <br />w <br />z <br />Q <br />t^o` <br />0 L E <br />c oM. 0 <br />W <br />L D <br />ce) N <br />InN V -O -0- 2 co") <br />A�E •C t p <br />�° �8 <br />u Q <br />•i//`i <br />p^ <br />f' LL1 _N C <br />W <br />L p E c •02 <br />0.° <br />W <br />�LyL 0 <br />�C WO� rf <br />wxxg4zH <br />Og LL UO 0 <br />QU <br />J(n>x <br />¢Ox¢¢I�0�)2� <br /><a0 ZE Fn <br />Jz <br />Q�¢� <br />>.OL <br />5wuWOf¢p2�LuoO <br />°ZWUSOZ �¢ Ng2¢ <br />¢0 <br />(L <br />LL <br />z0 o ? <br />u- O <br />U- <br />a <br />O <br />O <br />(V <br />OW <br />(!)ter\ <br />���o <br />. o <br />Q L J Lr) <br />��N � <br />aaLri <br />Q <br />Q 00 <br />~ <br />Z � <br />W <br />Jo <br />�O <br />04 N <br />N <br />N <br />N <br />N <br />N <br />1 <br />� <br />O <br />1 <br />M <br />I <br />� <br />C:) <br />O <br />O <br />O <br />O <br />O <br />C:)000)T <br />— <br />� <br />— <br />ao <br />' <br />CD <br />N <br />C)O <br />04 <br />04 <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />(N <br />O <br />N <br />O <br />c%4 <br />O <br />N <br />d) <br />N <br />4 <br />0 <br />O <br />I <br />6 <br />0 <br />r <br />00 <br />0 <br />N <br />M <br />0 <br />'r - <br />0 <br />0 <br />C) <br />I <br />1 <br />0 <br />O <br />0 <br />1 <br />O <br />E <br />CVO <br />a) <br />000000 <br />N <br />M <br />(01 <br />1, <br />M () <br />z z <br />O <br />�/V <br />) <br />own <br />0 <br />O <br />Q <br />I-O�a <br />:D <br />0 <br />Of W <br />LO <br />z <br />Z <br />Lu <br />I. <br />�mOZ <br />tY <br />O J <br />Z <br />�2ZX <br />T_1 <br />01- <br />z Z LL <br />W I� <br />O��Z <br />C� <br />00 <br />U�� <br />Z <br />z r, <br />z <br />ma0 <br />U <br />J <br />a <br />OU <br />O <br />m <br />z <br />Q <br />Z <br />z <br />w <br />J <br />WST(0 <br />M <br />O <br />LAST PLOT DATE <br />Mar. 23, 23 <br />z O <br />J <br />STAIR DETAILS <br />
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