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36560 Smithfield Ln
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36560 Smithfield Ln
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Last modified
3/24/2025 2:44:49 PM
Creation date
2/27/2025 1:10:21 PM
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Building Plans
Street #
36560
Location
Smithfield Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
5362
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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 />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 D <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 x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />MALL <br />3YP CUT TO FIT <br />kRS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />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 />PT NOTCHED INTO STRINGER <br />D NAILED TO FLOOR WITH GLU <br />STRINGER CONTACT POINTS <br />SECTION VIEW "D" <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 />SECTIO <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 />.11 <br />SCALE: 1" = V-0" <br />N D-D <br />SCALE: 1" = V-0" <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />1 GLUED AND NAILED TO STRINGER <br />OR 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 />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />SECTION VIEW "E" <br />H SECTION VIEW E SECTION VIEW <br />SCALE:" = 1'-0" _ SCALE:" = 1'-0" <br />3/4 PLYA <br />ON DECK <br />--2x8 SYF <br />AND N/ <br />FRAMI I` <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 X' <br />AND 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/ T" X <br />2" 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 />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 00� f SIDE) TO BOTTOM EDGE OF 2x12 <br />1 STRINGER <br />/ PROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/' 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 CONN. TO BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />PER CONTRACT <br />(2) LAYER 4" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 a"X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = V-0" <br />D <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 MI M UUINO I MUl.o I IUIN UM I /`XI LO <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 />ID NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />2X <br />PSON MI <br />10dx11 <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 />OCT Z 8 <br />Virtual Review Assist, Inc. <br />Plans Review completed and 14proved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />'-1 <br />.a <br />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />r�- <br />r <br />N <br />�1 <br />O <br />00 <br />00 <br />I� <br />L• <br />V` <br />' <br />o <br />ao <br />AR0 <br />0 <br />0 <br />W <br />0 <br />Z <br />a <br />(A A, W L N E <br />' o <br />-F-- O 0 ao <br />to V -0 70 <br />A, ? 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