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36561 Smithfield Ln
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36561 Smithfield Ln
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Last modified
3/24/2025 2:51:34 PM
Creation date
2/27/2025 11:17:34 AM
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Building Plans
Street #
36561
Location
Smithfield Ln
Contractor
Lennar Homes
Building Plans - Permit #
5403
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SCALE: z' = 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 />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 1/4" <br />AND 1/2" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE AT <br />STRINGER CONTACT <br />POINTS <br />E - <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />\ Go <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />MTS12 w/ (14) 10d x 1 <br />1/2" NAILS) <br />DRAFT STOP <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />/H4 SECTION VIEW <br />SCALE: 3' = V-0" <br />0 <br />SYP CUT TO FIT <br />4RS 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 />fI EW "A" <br />SCALE: 1" = V-0" <br />V <br />I PT NOTCHED INTO STRINGER <br />D NAILED TO FLOOR WITH GLU <br />STRINGER CONTACT POINTS <br />VVHLL <br />Rm <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER 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 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 />-ALIGN 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 "D" SECTION VIEW "E" <br />SCALE: 1" = V-0" SCALE: 1" = V-0" <br />FILLER STRIPS ADDED 3 PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />T-----2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = V-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" = V-0" <br />`f2x8 SYP DRYWALL STOP MUST <br />/ NOT TOUCH STRINGERS <br />GLUED AND NAILED TO STRINGER <br />R DRYWALL SPACING <br />E SECTION VIEW <br />SCALE: 12' = 1'-0" <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 C <br />PT UNDER 2x12 <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/-1' 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 />GA <br />TOP OF <br />STRINGER <br />r <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 />[STRINGER <br />/ --PROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ 4' X <br />2 4" TAPCCNS @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 <br />GIRDER, FIELD VERIFY <br />CONN. TO BOTTOM <br />OF NEWEL POST <br />PER CONTRACTOR <br />1 <br />71 / / 1-1 <br />(2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING <br />OR PLYWOOD BELOW ALL NEWEL POST <br />OSB <br />OR 1 OR <br />W FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED AND <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM NAILED TO JOIST. <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <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 />TRUSSES <br />NEWEL POST <br />BLOCKING <br />SCALE: 1" = V-0" <br />0 1 /AIM UUIVO I KUU I IUIN UC I HI LO <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND OP PLATE OCT®2 8 2022 <br />VTO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />Virtual Review Assist, Inc. <br />Plans JOINT for complReview completed and approved <br />_TO iance with the 2020 FOD 7th Edition <br />)ISTS) u by Debra Anne Klahr PX2300 <br />2X <br />PSON MI <br />10dx11 <br />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />N <br />N <br />O <br />r clY�ar? <br />LLB <br />00 <br />+� C" a ' - <br />G <br />N <br />cWc <br />0 <br />W <br />Z <br />a <br />on N L E <br />' 0 <br />\W L <br />7 <br />= <br />— L M <br />W C O 2 o <br />0 <br />�} Oro � Q <br />•MINI V W !?� c <br />00 E <br />W L CO ,0) <br />iD a� <br />a -0 <br />/) <br />( C <br />LU W <br />UL W <br />0LLI uj WQ� <br />H~ 0 J W¢ Y z x <br />irO-J¢0 00 0 <br />_ <br />Q H <br />W U)LL LL <br />J > ❑ J — <br />_O O h X � <br />(� � <br />0U)z�0Z0x00mZZ¢0 <br />�Oa>zYOZLU ZL`00 a <br />U) 0 Z <br />¢�wOg��-�w620 <br />LL OQ o 0 oF<LL <br />O <br />O <br />ZW <br />O� <br />�5 Z) I,- <br />p F- � O <br />QUMt~ <br />G U 'N <br />W Lq <br />HW0—cM <br />z <br />Z U <br />W <br />W <br />J 0 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />O <br />o <br />N <br />CD <br />N <br />0 <br />N <br />N <br />0 <br />N <br />00 <br />N <br />N <br />O <br />O <br />0 <br />C' <br />!R <br />1 <br />z <br />o <br />(41LO <br />w <br />o <br />0 <br />0 <br />0 <br />l <br />I <br />I <br />W <br />� <br />� C <br />M u) <br />}~ <br />w <br />aZ <br />W <br />-- <br />0O <br />oo <br />Uo <br />W <br />o <br />F— <br />Z)Zj <br />0 <br />COW- <br />OF-0 <br />Q <br />Z <br />aWa <br />`— <br />F- <br />00 � W <br />N <br />(D <br />I- <br />N <br />� <br />Z�o <br />oM <br />W <br />QF-Z) <br />■ ■ MM <br />W <br />Q <br />O <br />2§2 <br />QWW <br />U <br />az <br />z" <br />Z <br />H <br />U <br />Q <br />_j <br />O <br />a <br />Z <br />ST <br />a <br />Z <br />Z <br />W <br />wlqt <br />O <br />C:) <br />Cq <br />> <br />LAST PLOT DATE <br />z <br />, 1 <br />STAIR DETAILS <br />
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