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6230 Back Forty Lp
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6230 Back Forty Lp
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Last modified
3/24/2025 12:52:04 PM
Creation date
2/19/2025 8:21:23 AM
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Building Plans
Street #
6230
Location
Back Forty Lp
Contractor
Lennar Home
Building Plans - Permit #
6280
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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 NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <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 />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:" <br />VVHLL <br />10 <br />3YP CUT TO FIT <br />%RS 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" = V-0" <br />E <br />I PT NOTCHED INTO STRINGER <br />D NAILED TO FLOOR WITH GLU <br />STRINGER CONTACT POINTS <br />SECTION VIEW "D" <br />SCALE: 1" = V-0" <br />FILLER STRIPS ADDED " PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = V-0" <br />RINGER <br />GLUED <br />D NAILED <br />SECTION D-D <br />SCALE: 1" = V-0" <br />3/4 PLYWOOD <br />ON DECK <br />--2x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />2x4 DRAFT <br />202 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAI LEC <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE-A-T <br />STRINGER CONTACT <br />POINTS <br />H 2x4 SYP BLOCKING <br />J/ FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />H <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />1 GLUED AND NAILED TO STRINGER <br />ArOR 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 />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />SECTION VIEW "E" <br />E SECTION VIEW <br />SCALE: ' = V-0" <br />3/4 PLYW <br />ON DECK <br />--2x8 SYF <br />AND Ni <br />FRAMIN <br />2x4 DRAF' <br />STOP <br />2x4 BLOCK <br />C <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 />2x4 BEHIND RISER <br />BLOCKING FOR <br />1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO <br />2x4 DRAFT 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 a' TAPCONS @ MAX. 32" O.C. <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.1 <br />TOP OF <br />STRINGER <br />G <br />SIMPSON A35 <br />OR LSC EACH <br />STRINGER- <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER [SIDE) TO BOTTOM EDGE OF 2x12 <br />1 STRINGER <br />/ PROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/)q" X <br />2 J" 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 <br />GIRDER, FIELD VERIFY <br />(2) LAYER" EDGE GOLD <br />OPTION: 2X4 CUT ON <br />OSB OR PLYWOOD <br />BEVEL GLUED AND <br />OR 1 a"X16" LVL <br />NAILED TO SUPPORT <br />AT -CACHED W/ 12d NAILS <br />W/ SIMPSON H3 <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION <br />VIEW "G" <br />SCALE: 1" = 1'-0" <br />CONN. TO BOTT <br />OF NEWEL POSI <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 P I M UUINO I MUll.# I IUIN UM I /-\I LO <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = V-0" <br />ALL JOINT <br />/ALL TO <br />R JOISTS) <br />-UD NAILED AND <br />TO TOP PLATE <br />JT INTO RIM BAND, <br />) AND NAILED TO <br />NG WALL BELOW <br />ALL JOINT <br />/ALL TO <br />R JOISTS) <br />H <br />2X B OCKING <br />SIMPSON MTS 2 w/ <br />(14) 10d x 1 1/2" AILS - <br />D OR <br />3 <br />RIS <br />VARIE <br />POST LET INTO <br />_OCK <br />DE <br />ING <br />?X8 BLOCKING <br />:OR NEWEL POST <br />rO ANCHOR TO. <br />GLUED AND NAILED) <br />LOOR <br />TRUSSES <br />2X STRINGER <br />SECTION VIEW "H" <br />SCALE: V = V-0" <br />i '� <br />N <br />i , ••4 4 7 /w <br />N <br />N <br />r ,' <br />,.GVN J D0/_ <br />L� <br />�n <br />o <br />o <br />� <br />Lu <br />w <br />0 <br />Z <br />Q <br />N 0) LO E <br />>O 0 <br />Inif M..� <br />.p. <br />N U = '0 0- V a <br />` M <br />� = <br />} 0�8 0 <br />U 2 a <br />d10 <br />N w a� c <br />IV o E� m <br />7� <br />W <br />0 W <br />w <br />�wui <br />~ J2ui <br />m �mQUZ <br />0��03�00F <br />I <br />0 <br />V <br />O o <br />Om O <br />m9O <br />�Z <br />aV5ILu 'mxz0w=, <br />QaxZLL <br />Z U <br />Z <br />pL <br />uLzZw <br />0O <br />LL 0 LL <br />0 <br />04 <br />Z <br />w <br />OIl— <br />U = <br />co O <br />F co <br />� U') <br />2 u) <br />H Lo <br />ZUFa <br />- <br />Z <br />uj <br />Wo <br />J <br />0 <br />cc <br />d' <br />1 <br />? <br />3 <br />Plans Virtual <br />for Revi <br />evi <br />w <br />compliance w <br />°mp <br />er�jrj <br />l t. <br />Ir <br />wi <br />by Debra q <br />ne <br />abB <br />a d <br />nth <br />Edition <br />�: <br />OI <br />N <br />N <br />N <br />N <br />N <br />~ <br />M <br />0 <br />a <br />o <br />0 <br />I <br />1 <br />1 <br />z <br />0 <br />N <br />W <br />o <br />0 <br />N <br />0 <br />ci <br />0 <br />v <br />1 <br />1 <br />1 <br />00 ♦ <br />ZZ <br />V) <br />QZ <br />W <br />O <br />W <br />cn <br />000 <br />+� <br />Q <br />_ <br />U <br />U U) <br />Lo <br />O <br />OZj <br />OWO <br />Z <br />a�a <br />�- <br />, ^ <br />= <br />(D <br />W=Q <br />2 <br />L J <br />F- F- <br />N <br />Zo= <br />. <br />w <br />0- <br />QF- <br />2§ <br />Q <br />O <br />V <br />gwo <br />■ <br />Z <br />aZ <br />oU <br />o� <br />W <br />ST <br />z <br />Z <br />W <br />W <br />J <br />I,- <br />N <br />T' <br />LAST PLOT DATE <br />O <br />. . <br />0 <br />Z0 <br />J <br />STAIR DETAILS <br />
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