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6365 Ten Acre Ct
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6365 Ten Acre Ct
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Last modified
3/21/2025 2:35:40 PM
Creation date
2/27/2025 11:23:08 AM
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Building Plans
Street #
6365
Location
Ten Acre Ct
Contractor
Lennar Homes
Building Plans - Permit #
5547
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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 />\ �9 <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 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 />H SECTION VIEW <br />SCALE:" = 1'-0" <br />MALL <br />OAK <br />3YP CUT TO FIT <br />%RS 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 />f I E W "A" <br />SCALE: 1" = V-0" <br />E <br />I 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" = 1'-0" <br />PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP <br />IT BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = V-0" <br />SECTION D-D <br />SCALE: 1" = V-0" <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 />NAILED <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT <br />STRINGER CONTACT <br />POINTS <br />�7 <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />GLUED AND NAILED TO STRINGER <br />R DRYWALL SPACING <br />�9 <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" NAI LS) <br />SECTION VIEW "E" <br />E SECTION VIEW <br />SCALE: " = 1'-0" <br />•3/4 PLYA <br />ON DECH <br />2x8 SYI <br />AND W <br />FRAMIP <br />2x4 DRAF' <br />STOP <br />2x4 BLOCK <br />C <br />SCALE: 1" = 1'-0" <br />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN <br />AND J" 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/ 4" X <br />2 a' 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 SIMPSON A35 <br />- 2x4 PT UNDER 2x12 OR LSC EACH <br />STRINGER — <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER_-/� [STRINGER <br />SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />/ PROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ a' X <br />2 4" TAPCONS @ MAX. 32" O.C. <br />—1x4 GLUED AND <br />NAILED TO STRINGER <br />SECTION VIEW "C" <br />FLOOR TRUSS OR <br />GIRDER, FIELD VERIFY <br />�(2) LAYER 4" EDGE GOLD <br />OPTION: 2X4 CUT ON <br />OSB OR PLYWOOD <br />BEVEL GLUED AND <br />OR 1 4"X16" LVL <br />NAILED TO SUPPORT <br />ATTACHED W/ 12d NAILS <br />W/ SIMPSON H3 <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION <br />VIEW "G" <br />SCALE: 1" = 1'-0" <br />SCALE: 1" = 1'-0" <br />CONN. TO BOTTOM <br />OF NEWEL POST <br />PER CONTRACTOR <br />F-1 <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 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 />0 1 /'--U M UUIVO I MUla I IUIN UC I /-%I LO <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 />W NAILED TO <br />WALL BELOW <br />JOINT <br />TO <br />)ISTS) <br />u <br />PSON <br />10d x <br />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />Virtual Review Assist, nc.� <br />Plans Review completed and appr <br />for compliance with the 2020 FBC 7th <br />by Debra Anne Klahr PX2300 <br />28 2022 <br />yyy <br />'sue` S r7 W 0 . <br />R p..,;�,4.,v�. <br />N <br />Q <br />° .. <br />°eLO <br />�4nGW J CC%✓..9 <br />V <br />�S tl <br />}` <br />r <br />O <br />O <br />771 <br />y° <br />.`, <br />Itiy( <br />Q <br />4. 1 <br />W <br />O <br />0 <br />W <br />0 <br />Z <br />Q <br />nN W > O r, o <br />W L -O r? 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