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36434 Garden Wall Way
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36434 Garden Wall Way
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Last modified
2/26/2025 4:12:43 PM
Creation date
2/18/2025 4:12:31 PM
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Building Plans
Street #
36434
Location
Garden Wall Way
Contractor
Lennar Home
Building Plans - Permit #
Unknown
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L 1 <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 />FOR RISE AND RUN INFORMATION. <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON — <br />OTHER TREADS / <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 />2x� <br />I DRAFTS P <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />AT STRINGER CONTACT \ Llx4 <br />/ 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS / \ GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE:" = 1'-0" <br />MALL <br />A <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />SYP CUT TO FIT ZAA <br />%RS IN WALL I <br />2x12 SYP <br />BEARS IN WALL I <br />2x6 SYP / <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 \ (114)4)10dx 1 1/2" <br />/ \ NAILS) <br />(IEW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'4" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />/ 6's \ <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGEZ44STRINGER <br />SIDE) TO BOTTOM EDGE OF 2x12 <br />—3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 4" <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 />Ll <br />1 <br />+-2x4 BLOCKING FOR 2x12 I <br />—2x4 PT UNDER 2x12 C I <br />ROVIDE MOISTURE ' <br />\ PROTECTION / <br />LZAAH ALL COMPONENTS / <br />IR TO CONC. W/ -1" XCONS @ MAX. 32" O.C. <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/J" X \ NAILED TO STRINGER <br />2 4" TAPCONS @ MAX. 32" O.C. \ <br />G. 1 — SECTION VIEW "C" <br />/ \ <br />\ SCALE: 1" = 1'-0" <br />TOP OF ( 1 <br />STRINGER <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />/ STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH ' <br />1 STRINGERS G _ <br />2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />\ 2x4 SYP BLOCKING <br />FOR STRAP <br />I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />D NAILED TO FLOOR WITH GLU NAILS)d x 1 1/2" <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 />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />NGER <br />SLUED <br />NAILED <br />SECTION D—D <br />-3/4 PLYWOOD <br />ON DECK <br />—2x8 SYP GLUED <br />AND NAILED <br />TO <br />FRAMING <br />2x4 DRAFT <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILEC <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE <br />AT STRINGER CONTACT <br />POINTS <br />�7 <br />J <br />SCALE: 1" = 1'-0" <br />/ <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />DAFTS P <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />x4/1LUED AND NAILED TO STRINGER <br />.KOR DRYWALL SPACING <br />SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />/E%SECTION VIEW <br />SCALE: " = 1'-0" <br />T <br />F <br />2x4 <br />STC <br />2x4 <br />NOTE: 2x8 <br />\ DRYWALL STOP <br />NOT SHOWN <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 BOTT' <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />\ PER CONTRACT <br />/V <br />I <br />7 <br />(2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />"X16" LVL FROM JOIST TO JOIST. USE <br />OR 1 <br />ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND <br />@ 6" O.C. TOP, BOTTOM NAILED TO JOIST. <br />AND VERT. <br />NEWEL POST <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE: " = 1'-0" <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 />ID NAILED TO <br />WALL BELOW <br />L POST LET INTO <br />;LOCK <br />IDE <br />KING <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 />J/ 2X STRINAR <br />2X BLOCKING <br />PSON MTS12 w/ ' <br />10d x 1 1/2 <br />"MAILS <br />\D OR 2X BLOCKING <br />AD / <br />RISL2 <br />VARI E <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />N <br />0 <br />N <br />tID <br />; <br />4r— <br />z <br />Q <br />a <br />� w <br />O <br />a• ti o <br />tJ C C^! <br />�- c n X <br />N cc cu .- <br />yJ i <br />y � Qa m <br />Q y N <br />y Y <br />w <br />d <br />E c <br />c, o st <br />Q <br />E <br />o <br />c <br />(fullivzz, <br />, . VTV <br />ro ,� <br />• <br />`� <br />FLU <br />r •�''•......••'•• <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 <br />Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />M <br />W <br />g <br />d E <br />C) <br />8 <br />V <br />p <br />0 <br />00 N S <br />�0 8 <br />fIi <br />U)-,-° <br />M v u_ <br />a <br />rg <br />mu W <br />JLLv a- <br />a <br />Z <br />-� <br />m c <br />W <br />W <br />co N C O <br />U) <br />0, co u <br />In ce) <br />N O U �d <br />W <br />co <br />Ell] <br />V M <br />z N M <br />z � <br />zoo <br />c <br />J <br />If) <br />N <br />N <br />- <br />M <br />z <br />f13 <br />U <br />LL, g <br />� <br />0 <br />,, g <br />N <br />c N <br />„U <br />=p <br />C oo <br />O <br />J� <br />0! <br />M <br />coq <br />¢ <br />Z <br />U_ <br />a E <br />o <br />� <br />51 <br />�o <br />Z® <br />Da <br />z <br />!a <br />— <br />O <br />j <br />i <br />�o <br />o <br />u z <br />N <br />N <br />�g <br />QO <br />�� <br />` <br />,r M <br />N � <br />N V <br />Qq <br />mo <br />° <br />°z <br />Z' <br />z <br />v <br />� J <br />m <br />sae <br />2< <br />�m <br />�' <br />(� <br />Q. <br />0 <br />A <br />Z o <br />� ° <br />a <br />wz <br />W <br />� <br />U <br />o <br />o� <br />r <br />J <br />� <br />o <br />w� <br />CD <br />co, <br />a <br />o§ <br />> Lo <br />ci <br />t7f <br />c� <br />C9 <br />1� <br />Q <br />O <br />CO <br />O <br />�.— <br />m <br />Ln <br />Co <br />N <br />Lo <br />T <br />Q <br />( <br />T <br />E <br />2 <br />M N <br />o <br />Z <br />ca <br />Z <br />3 <br />E T <br />N T-' <br />c <br />a <br />U _j <br />Q O <br />JOB <br />NO: <br />22-12360 <br />SCALE: <br />AS NOTED <br />SHEET NO. <br />ST <br />
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