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36574 Smithfield Ln
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36574 Smithfield Ln
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Last modified
3/21/2025 10:53:50 AM
Creation date
2/19/2025 9:13:22 AM
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Building Plans
Street #
36574
Location
Smithfield Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
5565
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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 />.., I S .! <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD <br />PLAN VIEW <br />SCALE' <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 />2x4 PT NOTCHED INTO <br />STRINGER AND T 'PCONED 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 />I PT NOTCHED INTO STRINGER — <br />D NAILED TO FLOOR WITH GLUE <br />STRINGER CONTACT POINTS <br />LJC'F UU I IIIN OC V CL <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F SECTION VIEW "A" <br />SCALE: 1" = V-0" <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 />2x4 PT NOTCHED INTO STRINGER <br />AND NAILED TO FLOOR WITH GLU <br />AT STRINGER CONTACT POINTS <br />SECTION VIEW "D" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED 4" PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP <br />0 T BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />SECTION D-D <br />—3/4 PLYWOOD <br />ON DECK <br />—2x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />GLUED <br />AND <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT <br />STRINGER CONTACT <br />POINTS <br />SCALE: 1" = 1'-0" <br />H / 2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />DR FT S P <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />1x GLUED AND NAILED TO STRINGER <br />OR DRYWALL SPACING <br />\, <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 />GN 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" = 1'-0" <br />�— H <br />H SECTION VIEW E SECTION VIEW <br />SCALE: z" = 1'-0" _ SCALE: 2' = 1'-0" <br />3/4 PLY\A <br />ON DECk <br />---2x8 SYI <br />AND N/ <br />FRAMI( <br />2x4 DRAF" <br />STOP <br />2x4 BLOCK <br />C <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 />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 />- 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 />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— <br />r <br />l SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <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 <br />GIRDER. FIELD VERIFY <br />CONN. TO BOTTOM <br />OF NEWEL POST <br />PER CONTRACTOR <br />(2) LAYER 4" 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 />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />NEWEL POST <br />BLOCKING <br />0 1 /AIM UUINO I MUU I IUIV UC I /AI LO <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = 1'-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 />Z JOISTS) <br />2X <br />51MPSON MI <br />:14) 10d x 1 1 <br />NEWEL POST LET INTO <br />THE BLOCK <br />PROVIDE <br />BLOCKING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />oECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />OCT 2 8 ?P19 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approve <br />d X <br />for compliance with the 2020 FBC 7th Wfion <br />by Debra Anne Klahr PX2300 <br />N <br />N <br />0 <br />�> <br />N <br />Ln <br />ao <br />e :• a <br />Ln <br />33 s <br />n '�xa l� ° <br />;> s <br />Z <br />W <br />,, v® <br />O <br />W <br />tY <br />z <br />Q <br />N NFL E <br />10 <br />_W L U <br />M v di <br />� CO <br />.0- N <br />D C)c,5 <br />V) V -0 7 v 1) <br />ro <br />O U O <br />0 <br />�- <br />Z U�°LLB 2Q <br />'° <br />— �U <br />W QV N <br />�W <br />L cO M <br />W <br />W U) W O I— <br />W~ C � 2 � Q' zZ ct Z <br />JO <br />Q Q <br />U <br />Q<0� <br />�X�cn���u)LLO0LL <br />OQZLL LL Z�JQf'->Q>Q <br />H <br />�00 <br />H <br />U)W a-LLJOWw WOLY�Q0}J <br />zLL0WOU�a <br />LL <br />z <br />_jQa->Zy0 <br />Q o W 7 H� 2E W� <br />O� 0 �Qztr <br />LL Q O LL <br />I <br />O <br />O <br />Z N <br />O <br />4 <br />;moo <br />M O� <br />z <br />Q LO <br />[L U) LL <br />2 U)z ti <br />< LLJ <br />F-�aLid <br />M <br />[)� CL 00 <br />Z U <br />Z� <br />W <br />W <br />O <br />J O <br />N <br />N <br />C) <br />N <br />I` <br />N <br />1 <br />1 <br />0 <br />�E <br />0 <br />c6 <br />Q0 <br />T— <br />00 <br />T— <br />O <br />(NI <br />p <br />C) <br />N <br />N <br />V/ <br />V/ <br />O <br />O <br />N <br />O <br />N <br />O <br />N <br />N <br />O <br />N <br />N <br />O <br />N <br />C) <br />N <br />C) <br />N <br />T <br />0')00 <br />N <br />O <br />LO <br />r <br />co <br />CDr <br />M <br />� <br />N <br />O <br />M <br />® <br />i= <br />d <br />O <br />' <br />O <br />O <br />O <br />p <br />r <br />0 <br />to <br />0 <br />O <br />CVv000000. <br />LO <br />>1I <br />N <br />` M <br />L.f) <br />CO <br />1-- <br />I I <br />00 <br />�/� <br />co <br />Z Z <br />O <br />W U—) <br />(0 <br />4-00 <br />w <br />U I- >- <br />0 <br />U0�o <br />�O--a <br />zw�Q <br />U <br />Z� <br />1-- <br />Q <br />�m0z <br />(=�=Z <br />O <br />N <br />v <br />z J <br />M <br />0-Qa1-- <br />Z of <br />w N <br />OJ2z <br />O <br />Q <br />0 <br />U)Z <br />z <br />FQO <br />It <br />V <br />Q <br />U <br />J <br />O" <br />oa <br />�m <br />Z <br />STW <br />Q <br />Z <br />Z <br />W <br />N <br />N <br />0 <br />CN <br />0 <br />LAST PLOT DATE <br />Jul. 21, 22 <br />Z <br />0 <br />r <br />J <br />STAIR DETAILS <br />
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