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36453 Well Hill Way
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36453 Well Hill Way
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Last modified
3/21/2025 10:38:55 AM
Creation date
2/27/2025 11:16:38 AM
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Building Plans
Street #
36453
Location
Well Hill Way
Contractor
Lennar Homes
Building Plans - Permit #
6593
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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 />13/4x11 <br />VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUED AN <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTCH_ <br />INTO STRINGER <br />HI D <br />2x8 BLOCKING FOR STRAP <br />L-1x4 blocking <br />SIMPSON MSTA21 w/ (16) 10d NAILS E <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD - <br />PLAN VIEW <br />SCALE: " = 1'-0" <br />E: <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 />r P1n nlnf Aa.Ir% f%I I k I I A 1 rr'1 M h A A Ttl1 Al <br />2X4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS' <br />FLOOR <br />JOIST <br />STRINGER MUST MAKE FUL <br />CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />D D WALL GLUED TO <br />F 2x8 <br />SYP <br />2x8 SYP <br />2x8 <br />SYP <br />IG1 <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />-------2x12 SYP <br />BEARS IN WALL <br />—2x6 SYP <br />B-� <br />2x12 SYP <br />SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER <br />SIDE) TO BOTTOM EDGE OF 2x12 <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT <br />STRINGER <br />MAINTAIN BETWEEN }" <br />; <br />AND 4" 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 />2x4 SYP BLOCKING <br />/2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ <br />AT STRINGER CONTACT POINTS \ NAI S) x 1 1/2" <br />J/ NAILS) / <br />SECTION VIEW "A" <br />SCALE: V = 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 />E <br />SECTION VIEW "B" <br />SCALE: 1" = 1'4" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />/ <br />/ 1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />-2x4 BLOCKING FOR 2x12 <br />•2x4 PT UNDER 2x12 C <br />PROVIDE MOISTURE <br />PROTECTION <br />[/AACH ALL COMPONENTS <br />STAIR TO CONC. W/ J" X <br />TAPCONS @ MAX. 32" O.C. / <br />ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER <br />2" TAPCONS @ MAX. 32" O.C. / <br />L— LX4tiTF't$LU1.iKINti <br />FOR STRAP <br />2x4 PT NOTCHED INTO STRINGER <br />AND NAILED TO FLOOR WITH GLU <br />AT STRINGER CONTACT POINTS \ <br />`1 <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1!2" <br />NAILS) <br />SECTION VIEW "D" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED " PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />x SYP CUT TO FIT <br />BEARS IN WALL <br />x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />RINGER <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />3/4 PLYWOOD <br />ON DECK <br />3/4" RISER CUT TO FIT <br />2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 114" <br />FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND <br />MTS12 w/ (14) 10d x 1 <br />x8 SYP GLUED <br />BOTTOM, GLUED AND <br />1/2" NAILS) <br />AND NAILED TO <br />NAILED TO STRINGER <br />FRAMING <br />x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED --\ i <br />NAILEC <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />I 2x8 SYP DRYWALL STOP MUST <br />ILNOT TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />1, x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE:" = 1'-0" <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />SCALE: 1" = 1'-0" <br />lt2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />LX4/GLUED AND NAILED TO STRINGER <br />-_/ FOR DRYWALL SPACING <br />SE <br />SECTION VIEW "E" <br />CTION VIEW <br />SCALE: 4" = 1'-0" <br />SCALE: 1 " = V-0" <br />3/4 PLYWC <br />ON DECK <br />--2x8 SYP <br />AND NAI <br />FRAMIN( <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKI <br />C 1 <br />NOTE: 2x8 <br />DRYWALL STOP <br />\NOT SHOWN <br />STRINGERS <br />G. 1SECTION VIEW "C" <br />\ SCALE: 1" = 1'4" <br />TOP OF <br />STRINGER <br />--2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />4- 2x4 PT UNDER 2x12 OR LSC EACH <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />FLOOR TRUSS OR CONN. TO BOTTOM - <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />(2) LAYER" EDGE GOLD <br />OSB OR PLYWOOD <br />OR1t"X16"LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />F ON VIEW <br />SCALE: " = 1'-0" <br />PER CONTRACTOR <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 />STAIR CONSTRUCTION DETAILS <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 />NTO RIM BAND, <br />JD NAILED TO <br />WALL BELOW <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 />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRING R <br />2X B OCKING <br />PSON MTS 2 w/ <br />10d x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC NG <br />RI S R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />era <br />N <br />0 <br />N <br />Ln <br />_ .p <br />J <br />C f0 CV <br />—_ M <br />•y � O � <br />u/ o <br />Q rd+ N Y <br />3= m <br />ar CaY � <br />`i G t G <br />aI ._ <br />CCD <br />cm E <br />o <br />a tj <br />`o <br />• <br />° <br />�L/ Air, 'f.l <br />ZZ <br />e ' <br />101 <br />�r�f'it�lj?9Fi•e1'l.- <br />To the best of the Engineers knowledge, Information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residentiel <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />40 <br />�. <br />o E $ <br />CNN <br />C s <br />aV � 1 . 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