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36503 Smithfield Ln
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36503 Smithfield Ln
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Last modified
3/21/2025 4:18:51 AM
Creation date
2/27/2025 1:09:07 PM
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Building Plans
Street #
36503
Location
Smithfield Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
Unknown
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SCALE: I' = i,-o,, <br />2 <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 />VVJ6%LL <br />0 <br />3YP CUT TO FIT <br />%RS IN WALL <br />—2x12 SYP <br />BEARS 11 WALL <br />SYP <br />2x4 PT NOTCHED INTO STRINGER - <br />AND NAILED TO FLOOR WITH GLUE <br />AT STRINGER CONTACT POINTS <br />(I EW "All <br />SCALE: 1 " = V-0" <br />10 <br />I PT NOTCHED INTO STRINGER <br />D NAILED TO FLOOR WITH GLU <br />STRINGER CONTACT POINTS <br />SECTION VIEW "ID" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <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 " = V-0" <br />NGER <br />3LUED <br />NAILED <br />0 <br />SECTION D-D <br />2x4 SPF NOSING GLUED AND <br />SCALE: 1 V-0" <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />61,� <br />—3/4 PLYWOOD <br />3/4" RISER CUT TO FIT 2X4 SYP BLOCKING <br />ON DECK <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />H 2A SYP BLOCKING' <br />N"'�x8 <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 <br />SYP GLUED FOR STRAP <br />BOTTOM, GLUED AND 1/2" NAILS) <br />AND NAILED TO (SIMPSON MTS12 w/ <br />NAILED TO STRINGER <br />FRAMING (14) 1 Od x 1 1/2" NAILS) <br />—2A DRAFT 2xl 2 <br />STOP TREAD <br />2x1 2 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED <br />NAILED--\ <br />2x4 PT NOTCHED INTO I P!Q I LO-0 X I <br />"PCO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />i r� <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />4 <br />STRINGER CONTACT 2A BLOCK IN KNEEWALL FOR 2x12 NAILING <br />Ul <br />POINTS A GLUED AND NAILED TO STRINGER <br />x L <br />F 0 <br />OR DRYWALL SPACING <br />SECTION VIEW <br />1"=j,-0,; <br />SCALE: -2 <br />2x4 PT NOTCHED IN <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLZ� NOT TOUCH STRINGERS <br />STRINGER CONTACT GLUED AND NAILED TO STRINGER <br />POINTS OR DRYWALL SPACING <br />H <br />0 <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />2A SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS1 2 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 />-3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN <br />AND "' GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />1A GLUED AND NAILED TO STRINGER STRAPGLUEDTO <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/ I" X <br />2 J" TAPCONS @ MAX. 32" O.C. <br />G.1 <br />TOP OF <br />STRINGER <br />C-� <br />2x12 SYP SCAB 2A GLUED AND NAILED (EACH <br />-;7\ [SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER STRINGER <br />--L---PROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W1 z", X <br />2 J" TAPCONS @ MAX. 32" O.C. <br />—1X4 GLUED AND <br />NAILED TO STRINGER <br />SECTION VIEW llcll_ <br />SCALE: 1 " = V-0" <br />- ------------ �1 1 A GLUED AND NAILED TO STRINGER FLOOR TRUSS OR CONN. TO BOTTOM <br />'�'�A DRAFT J GIRDER, FIELD VERIFY OF NEWEL POST <br />STOP PER CONTRACTOR <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS G <br />2 <br />'0 <br />C <br />N <br />E <br />A <br />A <br />3 <br />C <br />5 <br />H <br />IGER <br />10 . (2) <br />N . 2X4 CUT ON OSB <br />BEVEL GLUED AND 0 FROM JOIST TO JOIST, USE <br />2A BLOCKING FOR 2x12 SIMPSON A35 <br />2A PT UNDER 2x12 OR LSC EACH <br />STRINGER <br />2x4 SYP BLOCKING (2) LAYER EDGE GOLD PROVIDE SOLID BLOCKING <br />FOR STRAP OPTION: 2X4 CUT ON OSB OR PLYWOOD BELOW ALL NEWEL POST <br />(SIMPSON MTS1 2 w/ . To �UPPO T OR 1 TX16" LVIL <br />NAILED TO SUPPORT TT 2 X 12 BLOCKS, GLUED AND <br />(14) 1 Od x 1 1/2" NAILS) W/ SIMPSON H3 ATTACHED W/ 12d NAILS NAILED TO JOIST, <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "Ell. <br />SECTION VIEW, <br />SCALE: =V <br />-0" <br />OIN <br />F <br />-2x4 <br />ST( <br />2x4 <br />SCALE: 1 " = V-0" <br />SECTION VIEW "Gll <br />SCALE: 1 " = V-0" <br />NEWEL POST LET INTO <br />THEBLOCK <br />PROVIDE <br />BLOCKING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />NEWEL POST. <br />BLOCKING <br />0 1 AtAIM U101NO I MUU I IUN Ur. I /AILO <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) Li <br />PSON <br />10d x <br />ECTION VIEW 111-111 <br />SCALE: 1 " = V-0" <br />MAR 0 4 2023 <br />\fRAy; 4 1 Review Assist, Inc <br />I u <br />plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Kjahr PX2300 <br />LO <br />0 <br />00 <br />LO <br />W <br />0 <br />uj <br />z <br />U) (D LO E <br />C) 0 <br />, 0 Cq4 <br />0 n <br />CY) <br />4- u M <br />C') <br />0 <br />0 LL Q X <br />0 <br />Lu cN C <br />00 0i 0) <br />C) E .- <br />010 <br />V) <br />W <br />0 Ld u� wo�- <br />LU L- W W2-0 <br />�--;< (r lxj�ezw z <br />Lu 0 <br />uj <br />2 < < <br />=) — -j U3 U-000,jo <br />CY X -J wo co 0 0 -j — <br />0 Z LL LL 0 z M -, <br />Z) <br />Cy 0 0 <br />0(nW§gZ0Fr00M0z0 <br />LLI W Lu <br />a. > w w w V5 <br />CL z z LL 0 1 IL <br />(60 z <br />LL <br />z OW 0 <br />0 W z � 2 Q <br />< uj a. <br />0 W M Lu < <br />12 5 <br />0 <br />LL < 0 <br />C) <br />0 <br />z N <br />W <br />0 <br />U) <br />> C/) q <br />(0 C) <br />CY) C) <br />< CY) r,- <br />LO <br />-j <br />LL <br />U) <br />uj <� <br />C6 <br />z <br />>- < co <br />Z 0 <br />z <br />W <br />0 <br />0 <br />co <br />0 <br />0 <br />0 <br />C) <br />00 <br />C) <br />Lo <br />9- <br />Lr) <br />>W <br />00 U) <br />Z <br />< Z <br />Li <br />C) <br />W <br />(1) <br />z z <br />cy) 0 <br />0 <br />000 <br />Lu - <br />:0 z 5; <br />0 <br />0 LU;:; <br />or- <br />z <br />W-< <br />(L X <br />;10 <br />F— <br />ui :-:-- <br />tt—< <br />LIJ <br />T-1 <br />z: <br />0 <br />LU T-F- <br />ca Et Lu <br />2 <br />C1114 <br />�- �- <br />0 =) <br />r%4 <br />IX <br />ZOM <br />W <br />>- <br />CL <br />>- 1: u) <br /><F- <br />OC) <br />Z> <br />0 <br />ZWO <br />< <br />0 <br />W ir- <br />Z LL <br />z <br />z <br />cl� <br />z <br />F- <br />0 0 <br />�—cn <br />z <br />ST <br />z <br />z <br />Lu <br />wo <br />> <br />LAST PLOT DATE <br />N N <br />A-0 <br />z 0 <br />STAIR DETAILS <br />
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