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36531 Smithfield Ln
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36531 Smithfield Ln
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Last modified
3/21/2025 2:41:09 PM
Creation date
2/27/2025 1:09:39 PM
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Building Plans
Street #
36531
Location
Smithfield Ln
Contractor
Lennar Homes LLC
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 />VVMLL <br />3YP CUT TO FIT <br />aRS 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 />is <br />I PT NOTCHED INTO STRINGER <br />D NAILED TO FLOOR WITH GLU <br />STRINGER CONTACT POINTS <br />SECTION VIEW "D" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED " PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />T04� x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />NGER <br />A <br />SLUED <br />NAILED <br />0 <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 />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />v9 <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 />GLU D <br />NAILED I <br />SECTION D-D <br />SCALE: 1" = 1'-0" <br />3/4 PLYWOOD <br />ON DECK <br />H <br />x8 SYP GLUED 2x4 SYP BLOCKING <br />AND NAILED TO FOR STRAP <br />FRAMING (SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />GLUED <br />AND <br />NA LED-\ <br />3/4 PLYA <br />ON DECk <br />x8 SYF <br />AND N/ <br />FRAMII` <br />2x4 DRAF <br />STOP <br />2x4 BLOCP <br />D FT S P 11 T I DR FT S P <br />2x4 PT NOTCHED INTO 2x4 PT NOTCHED INTO G' <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />STRINGER CONTACT 2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING STRINGER CONTACT GLUED AND NAILED TO STRINGER <br />POINTS x4 GLUED AND NAILED TO STRINGEP, POINTS OR DRYWALL SPACING <br />E FOR DRYWALL SPACING B <br />SECTION VIEW H E SECTION VIEW <br />H SCALE: " = 1'-0" SCALE: 2' = V-0" <br />SCALE: 1" = V-0" <br />-3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN" <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 />BLOCKING FOR 2x12 c <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 />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 />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 />/ --J---PROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/4" X <br />2 J" TAPCONS @ MAX. 32" U.C. <br />—1x4 GLUED AND <br />NAILED TO STRINGER <br />SECTION VIEW "C11 <br />FLOOR TRUSS OR <br />GIRDER, FIELD VERIFY <br />(2) LAYER 2" 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 />SCALE: 1" = 1'-0" <br />CONN. TO BOTTi <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 /'-XIM UUIV0 1 MUU I IUIV Ur. I /rAILO <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 />JD NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />2) <br />PSON M <br />10dx1 <br />u <br />:L POST LET INTO <br />CLOCK <br />IDE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />R <br />3 <br />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />OCT 2 8 2022 <br />\fRl\ virtual Review Assist. Inc. <br />flans Review completed and approved <br />bf compliance with the 2020 FBC 7th Editio <br />by Debra Anne Klahr PX2300 <br />N <br />N <br />N <br />00 <br />00 <br />Ltd J .Y <br />W <br />w <br />o <br />r .q <br />W <br />Z <br />a <br />C <br />W L 0 4 U <br />t� CIO CO cq d <br />tn M <br />�� f <br />to V -Q -0 - <br />A, 0 t <br />W � u <br />O <br />O U- O G Q <br />� Q o 0 <br />• .L W <br />^, Q N <br />W i 0 E� <br />70 0 h11° <br />W <br />(D W <br />w <br />O~ wm <br />WWJ QQ <br />-j0 <br />W0JaOxm0O0f" <br />Ly <br />C) <br />4 <br />QZ <br />Zj QZm <br />�=�(cnLQ Q <br />itan9OO200mZ�90 w0zwa—wZww—WmaoWJ <br />-1<W�zO�(6<WW ¢ <br />LL <br />0W o <br />0D QZj <br />�a O ►-¢LL <br />>t <br />O <br />Z W <br />OF- <br />> <br />o <br />��CMO <br />aJ � <br />2U)L� <br />lO <br />C'i <br />Z 0 <br />z� <br />W <br />Wo <br />J <br />0 <br />J <br />N <br />N <br />O <br />N <br />N <br />i <br />O <br />0 <br />CO <br />�- <br />00 <br />O <br />O <br />O <br />�- <br />O <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />o0 <br />Cn <br />00 <br />A <br />1 <br />O <br />O <br />o <br />N� <br />U J <br />O <br />O <br />N <br />CD <br />Ci <br />O <br />,-t <br />O <br />V7 <br />O <br />Co. <br />O <br />1` <br />1 <br />00 <br />vJ <br />Z Z <br />O <br />O <br />owin <br />O <br />vo>o <br />_ <br />1-0>'aa <br />ii <br />V J <br />Ow <br />xW <br />H Q <br />0 <br />ZWI.- <br />of <br />t� <br />=MOZ <br />tz <br />N <br />�+zjJ <br />MZXM <br />Q-ZZ <br />ap <br />w N <br />OJ<z <br />O <br />Q <br />U <br />U)Z <br />CK■ <br />Z <br />Z <br />z <br />Ta0 <br />U <br />U <br />0 <br />_o <br />m <br />Q <br />z <br />Z <br />Z <br />w <br />J <br />WST <br />N <br />N0 <br />0 <br />LAST PLOT DATE <br />Aug. 8, 22 <br />z <br />0 <br />STAIR DETAILS <br />
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