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6238 Back Forty Lp
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6238 Back Forty Lp
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Last modified
3/24/2025 4:52:55 PM
Creation date
2/19/2025 12:50:12 PM
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Building Plans
Street #
6238
Location
Back Forty Lp
Contractor
Lennar Homes LLC
Building Plans - Permit #
6281
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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: ," = 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 />\ 6', <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 />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLUE 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: 12 ' = 1'-0" <br />2x4 CUT ON BEVEL — <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />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 />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 4" <br />AND 2" 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 />x4 BLOCKING FOR 2x12 <br />�J <br />2x4 PT UNDER 2x12 <br />2x4 SYP BLOCKING <br />PT NOTCHED INTO STRINGER <br />FOR STRAP <br />D NAILED TO FLOOR WITH GLUE <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />ATTACH ALL COMPONENTS <br />STRINGER CONTACT POINTS, - <br />- <br />OF STAIR TO CONC. W/ 4' X <br />2 T' TAPCONS @ MAX. 32" O.C. <br />CT I O N VIEW "A" <br />SCALE: 1" = 1'-0" <br />2x4 PT NOTCHED INTO STRINGER <br />AND NAILED TO FLOOR WITH GLU <br />AT 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" = V-0" <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 />NAI LE C <br />2x4 PT NOTCHED INTO ' <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE# <br />STRINGER CONTACT <br />POINTS <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 />SECTION VIEW "B" G.tl <br />SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />TOP OF <br />STRINGER <br />6', <br />TREAD <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 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: 12' = 1'-0" <br />-3/4 PLYW <br />ON DECk <br />--2x8 SYF <br />AND Ni <br />FRAM I � <br />2x4 DRAF' <br />STOP <br />2x4 BLOCK <br />A <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 [SIDE) TO BOTTOM EDGE OF 2x12 <br />[SIDE) <br />/ PROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. 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" = 1'-0" <br />FLOOR TRUSS OR CONN. TO BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POS_i <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 />SCALE: 1" = 1'-0" <br />JOINT <br />_TO <br />) I STS) <br />NAILED AND <br />TOP PLATE <br />\ITO RIM BAND, <br />JD NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />) I STS) <br />H <br />2X B OCKING <br />PSON MTS 2 w/ <br />10d x 1 1/2" AILS — <br />D OR <br />3 <br />RIS <br />VARI E <br />_ POST LET INTO <br />.00K <br />DE <br />.ING <br />?X8 BLOCKING <br />-OR NEWEL POST <br />FO ANCHOR TO. <br />GLUED AND NAILED) <br />LOOR <br />TRUSSES <br />2X STRING <br />2X <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />0 1 /-XI IK UUIV0 1 MUlip I IUIN Ur_ I /AI LO <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />Plal <br />for con <br />t` <br />4" <br />1. <br />OF FLO, <br />co <br />N <br />N <br />coLO <br />a <br />9 <br />6 <br />CIO <br />0 D <br />s 0 <br />LO <br />� <br />® <br />i <br />i <br />' <br />D <br />QDt ! <br />a <br />Ld <br />,y <br />O <br />W <br />0 <br />Z <br />a <br />LQ N LO E <br />^` > 0 <br />W L Q M.- 0 <br />c7C d <br />"F_ Mco <br />r '00a <br />V) V 2 co <br />E 's_ L p <br />O O <br />�= 5 gyp �Q <br />•—Z <br />Ui�� < <br />N Uj ID.N <br />o F, � <br />7� <br />V a <br />LV <br />�L vi WO~ <br />W��_j¢0¢�¢LL00L <br />0 <br />V <br />Q Q U <br />Z00¢J¢zWLL0Z�0O~¢¢ <br />OWaWOw00W00cozz <br />0 <br />¢aWpr7Z WOomOp¢ <br />LL <br />0W o o oQz�¢ <br />¢ W <br />O <br />Z <br />w <br />LD <br />0F'-MO <br />QU)M� <br />U) <br />ti <br />z <br />< LU <br />I— tY cM <br />zUla- <br />W <br />w <br />Jo <br />O <br />VR/ <br />MYli <br />2203 <br />Virtual Review Assisi, <br />Inc <br />s Review complet <br />d an <br />fiance with the 2 <br />2D <br />Bt 7 <br />th <br />itic <br />by Debra Anne Kl <br />hr F <br />23A <br />y <br />O <br />N <br />O <br />0 <br />a <br />0 <br />o <br />0 <br />N <br />N <br />N <br />N <br />N <br />O <br />r <br />O <br />N <br />O <br />O <br />CD <br />0 <br />O <br />I <br />I <br />I <br />z <br />O <br />N L0 <br />o <br />I <br />I <br />I <br />� <br />� <br />�i' <br />c!i <br />4 <br />I <br />I <br />I <br />00 V J <br />Q Z <br />Lij <br />_ <br />CD}i <br />w <br />?� <br />zz <br />Q <br />V <br />WOO <br />LU — <br />F- <br />=Z j <br />OOI-c <br />Q <br />Z <br />0-Wa <br />r ^ <br />LUWQ <br />T� <br />= <br />mp-W <br />N <br />2 <br />N <br />� <br />ZnO <br />o � <br />Q?Z) <br />Q <br />Q <br />ZMo <br />� <br />U <br />aZ� <br />z <br />�z <br />U <br />O <br />a <br />W <br />z <br />S T <br />a <br />Z <br />Z <br />W <br />W <br />� <br />O <br />O <br />(V <br />LAST PLOT; DATE <br />o <br />" <br />Z0 <br />J <br />STAIR DETAILS <br />I I I.'.. il I,l. d: A d'. �NJ�i:. 41 111- _ 1 ..,d a.)kli ... _ i�. 7i _... .� vSAl .1..1[A.Ldj.i=.L1LhTA A ASAB ,1�id�i� --l.�k]IillWeflll,�1 JIL �]�L7ifIlIA.., IIIV <br />
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