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36590 Garden Wall Way
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36590 Garden Wall Way
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Last modified
3/21/2025 11:02:05 AM
Creation date
2/19/2025 1:53:50 PM
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Building Plans
Street #
36590
Location
Garden Wall Way
Contractor
Lennar
Building Plans - Permit #
9806
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rn <br />a <br />rn <br />LO <br />g <br />B <br />15. <br />r2 <br />I <br />Q <br />`off <br />00 <br />0 <br />3 <br />LO <br />cn <br />B <br />c <br />O <br />3 <br />a <br />CD <br />8 <br />E <br />E <br />C <br />d <br />i <br />a <br />tz <br />�C <br />C <br />C: <br />u <br />E <br />v <br />c <br />c <br />4 <br />C, <br />c <br />c <br />c <br />a <br />y <br />C <br />5 <br />c <br />c <br />c <br />a <br />c <br />t <br />c <br />t <br />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 />1 314 x 11 <br />J VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUED P <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTC <br />INTO STRINGER <br />H ° <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 />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 GLU <br />AT STRINGER CONTACT <br />POINTS <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />\ 69 <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />MTS12 w/ (14) 10d x 1 <br />1/2" NAILS) <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />4x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE:" = 1'-0" <br />STRINGER MUST MAKE FULL <br />CONTACT WITH LANDING \ <br />JOIST SIMPSON A35 OR <br />LSC EACH <br />STRINGER x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />2x6 SYP <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />D D WALL GLUED TO <br />f 1 2x8 <br />SYP <br />2x8 SYP <br />2x8 <br />SYP <br />ALIGN THIS STUD WITH 3/4" RISER CUT TO FIT <br />FACE OF 2ND RISER MAINTAIN BETWEEN" <br />�\ AND J" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />GLUED AND NAILED TO STRINGER <br />STRAP GLUED TO <br />���2x41x4 <br />DRAFT <br />RISER AND TREAD <br />STOP <br />B-� <br />L 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 \ (14) 10d x 1 1/2" <br />NAILS) / <br />F SECTION VIEW "A <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER / <br />�X <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL <br />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />ll <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />T TOUCH <br />2x12 SYP rSCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER 1 SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />—2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />i <br />--2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />ROVIDE MOISTURE <br />/ PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ -4 X <br />2" TAPCONS @ MAX. 32" O.C. / <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CO NC. W/ T" X \ NAILED TO STRINGER <br />2 J" TAPCONS @ MAX. 32" O.C. / <br />Gall SECTION VIEW "C" <br />\ SCALE: 1" = 1'-0" <br />TOP OF <br />STRINGER <br />MUST N <br />STRINGERS <br />RE SIMPSON A35 <br />2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />2x4 PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" <br />AND NAILED TO FLOOR WITH GLU NAILS) <br />AT STRINGER CONTACT POINTS \ <br />CTION VIEW "D" SECTION VIEW "E" <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 />A <br />SLUED <br />NAILED <br />SECTION D—D <br />SCALE: 1" = 1'-0" <br />-3/4 PLYWOOD <br />ON DECK <br />H 2x4 SYP BLOCKING <br />�x8 SYP GLUED FOR STRAP <br />AND NAILED TO (SIMPSON MTS12 w/ �j <br />FRAMING (14) 10d x 1 1/2" / <br />2x4 DRAFT 2x12 NAILS) <br />STOP TREAD <br />GLUED <br />NAILED—� i <br />DRAFTS P <br />2x4 PT NOTCHED INTO x8 SYP DRYWALL STOP MUST <br />STRINGER AND TAPCONED NOT TOUCH STRINGERS <br />INTO FLOOR WITH GLUE---*'1x GLUED AND NAILED TO STRINGER <br />AT STRINGER CONTACT FOR DRYWALL SPACING <br />POINTS <br />H <br />E SECTION VIEW <br />SCALE:" <br />SCALE: 1" = 1'-0" <br />-3/4 PLYWOOE <br />ON DECK <br />�x8 SYP GLI <br />AND NAILEC <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />C —� NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <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 />PER CONTRACTOR <br />/ (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1 'X16" LVL FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED AND <br />ATTACHED W/ 12d NAILS NAILED TO JOIST. <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />NEWEL POST <br />SECTION VIEW "G" BLOCKING <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />_ SCALE:" = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <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 />FLOOR <br />TRUSSES <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />)TOP PLATE <br />NTO RIM BAND, <br />JD NAILED TO <br />WALL BELOW <br />JOINT <br />L TO <br />)ISTS) <br />2X B OCKING <br />IPSON MI S 2 w/ <br />10d x 1 1/2" NAILS — <br />D OR <br />3 <br />IS RR <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = T-0" <br />`\\1111I111fJP, <br />VS, <br />.f!-M1�� o <br />a C .r'e, <br />StOr1�'� <br />a <br />tiv� <br />1Z.Fi�V <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residenfial 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal, <br />a <br />o $8 <br />V <br />0 <br />-0 w <br />0 <br />m <br />C <br />N <br />in��� <br />_R <br />I <br />() v <br />�► LL <br />LL <br />U. <br />W <br />a <br />V <br />0 <br />J <br />mcv <br />L <br />W <br />Z <br />a o <br />�w <br />O <br />W <br />o^,rn <br />o <br />m <br />W <br />IL <br />Mz <br />d J <br />3 <br />N <br />OU <br />v v <br />Z <br />W <br />�� <br />z <br />Cn <br />N <br />z <br />J <br />a <br />N <br />N <br />X <br />z <br />Cl) <br />LL <br />Cn <br />fn <br />Ufn A <br />0 <br />W <br />s <br />V) <br />c <br />w <br />= <br />� 8 <br />°I <br />U <br />c <br />Q <br />L Qj <br />o Di <br />d <br />� <br />• <br />14 <br />CDchi <br />M <br />p <br />Z <br />Q <br />E <br />�o <br />— <br />Z® <br />a <br />E <br />SC'j <br />� <br />Fz <br />oa <br />00 <br />0� <br />ff= <br />z&� <br />a? <br />rEo° <br />zN=�� <br />J <br />aoz <br />> Z <br />W <br />u� <br />3S <br />a <br />U <br />3 <br />8 <br />z <br />µZ <br />�F <br />LL <br />� <br />ZIG <br />� <br />2 0 <br />0 <br />>e <br />LO <br />' O <br />v <br />rn <br />m <br />� <br />C� <br />r` Q <br />I— <br />L_ <br />00 <br />co <br />0 <br />CD <br />0 <br />Y <br />(n 0 <br />Co <br />N <br />m <br />Q <br />4-1°° <br />72 <br />CV <br />Li') <br />00 <br />o <br />CV <br />0 <br />0) <br />MQ <br />,0 <br />O <br />co <br />CD <br />L0 <br />r <br />ui <br />E <br />00 <br />M <br />000 <br />o <br />a <br />E <br />E <br />U <br />Q <br />O <br />C <br />JOB <br />NO: <br />22-09413 <br />SCALE: <br />AS NOTED <br />SHEET NO. <br />ST <br />
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