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36526 Flats St
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36526 Flats St
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Last modified
2/26/2025 6:54:14 PM
Creation date
2/18/2025 4:16:57 PM
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Building Plans
Street #
36526
Location
Flats St
Contractor
Lennar
Building Plans - Permit #
Unknown
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I I III, lip I I <br />00 <br />C) <br />L0 <br />0 <br />C*4 <br />00 <br />53 <br />Ul*) <br />LO <br />:9 <br />CD <br />n <br />LO <br />R <br />C-1 <br />tR <br />E <br />�R <br />E <br />0 <br />1 <br />-9 <br />8 <br />2 <br />01 <br />.2 <br />IZ- <br />C:1 <br />C14 <br />cc <br />J9 <br />Z <br />C� <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 3/4 x 11- <br />JVL <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 />go 2X4 PT NOTC <br />H- <br />INTOS RINGER�- <br />D <br />--2x8 BLOCKING FOR STRAP <br />LA x4 blocking <br />SIMPSON MSTA21 W/ (16) 1 Od NAILS <br />Y-AE � <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD <br />PLAN VIEW <br />SCAL-FT 1'-O�' <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 />3/4" RISER CUT TO FIT <br />2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" <br />FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND <br />WaX I <br />MTS12 w/ (14) 10d x 1 <br />M'�N <br />BOTTOM, GLUED AND <br />jW1,114, <br />1/2" NAILS) <br />LS) <br />NAILED TO STRINGER <br />2x12 TREAD <br />I <br />GLUED AND <br />NAILED--\ <br />DRAFT STP I 1 11111 <br />2x4 PT NOTCHED INTO OV Ilk 1 <br />x8 SYP DRYWALL STOP MUST <br />STRINGER AND TAPCO3NED ,14= f? <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />SECTION VIEW <br />SCALE: 1'-0" <br />JOIST <br />SYP <br />2x8 SYP <br />2x8 <br />SYP <br />STRINGER MUST MAKE Fl <br />CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F <br />4(i-� SE <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />SIMPSON A355 OR <br />LSC EACH <br />STRINGER71 <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 />2x SYP CUT TO FIT <br />BEARS IN WALL <br />--2xl2 SYP <br />BEARS IN WALL <br />—2x6 SYP <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 4 <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 <br />STRAP GLUED TO <br />v k�: 2x4 DRAFT <br />RISER AND TREAD <br />2x4 SYP BLOCKING <br />2x4 PT NOTCHED INTO STRINGER-\-,;,� FOR STRAP <br />(SIMPSON MTS12 w/ <br />AND NAILED TO FLOOR WITH GLUE <br />(14) 10d x 1 1/2" <br />AT STRINGER CONTACT POINTS NAILS) <br />CTION VIEW "All <br />SECTION VIEW "B" <br />SCALE: <br />V 1.41 SCALE: 1 V-0" <br />GN 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 />MUSTNOTTOUCH <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER SIDE) TO BOTTOM EDGE OF 2xl 2 <br />FSTRINGER <br />STOP <br />I I L. Z Z- <br />-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />---2x4 BLOCKING FOR 2x12 <br />t-72x4 PT UNDER 2x12 C <br />ROVIDE MOISTURE <br />PROTECTION <br />OVIDE MOISTURE <br />PROTECTION <br />TT Poj <br />L TS <br />ZATTACH ALL COMPONENTS <br />�S <br />OF STAIR TO CONC. W/ J" X <br />2 TAPCONS @ MAX. 32" O.C. <br />Arjjljz�N <br />, A <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W1 J'X NAILED TO STRINGER <br />2 TAPCONS @ MAX. 32" O.C. <br />G. 1 <br />SECTION VIEW <br />SCALE: 1" 1'-0" <br />TOP OF <br />STRINGER <br />STRINGERS <br />R S <br />E 2x4 BLOCKING FOR 2x12 SIMPSON A35 <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 <br />(14) 1 Od x 1 1/2" <br />AND NAILED TO FLOOR WITH GLU <br />NAILS) <br />AT STRINGER CONTACT POINTS <br />'-� <br />---1 <br />CTION VIEW "D" <br />SCALE: 1 V-0" <br />PLYWOOD <br />Z�- <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />------2xl2 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1 1'-0" <br />STRINGER <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />-3/4 PLYWOOD <br />ON DECK <br />--2x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />2X4 DRAFT <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILED <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE <br />AT STRINGER CONTACT <br />POINTS <br />SCALE: 1 V-10" <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />LU <br />L1 / <br />x GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />SECTION VIEW "Ell <br />SCALE: 1 V-0" <br />SECTION VIEW <br />SCALE: 1'-0'; <br />NOTE: 2x8 <br />DRYWALLSTOP <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 />PROVIDE SOLID BLOCKING <br />(2) LAYER EDGE GOLD <br />BELOW ALL NEWEL POST <br />OSB OR PLYWOOD <br />b;� <br />FROM JOIST TO JOIST. USE <br />OR 1 j"X16" LVL <br />2 X 12 BLOCKS, GLUED AND <br />ATTACHED W/ 12d NAILS <br />NAILED TO JOIST. <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />NEWEL POST <br />SECTION VIEW #'G" BLOCKING <br />SCALE: I"= V-0" SCALE: 1 1'-0" <br />SECTION VIEW <br />SCALE: Fo' <br />STAIR CONSTRUCTION DETAILS <br />(1 F 11 X 17 REDUCE SCALE .5) SCALE: AS NOTED <br />(WALL JOINT <br />IER JOISTS) <br />YWALL TO <br />STUD NAILED AND <br />JED TO TOP PLATE <br />CUT INTO RIM BAND, <br />JED AND NAILED TO <br />kRING WALL BELOW <br />(WALL JOINT <br />YWALL TO <br />IER JOISTS) <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 />2X STRING�R <br />2X B <br />0 CKING <br />SIMPSON MTS <br />2 w/ <br />(14) 10d x 1 1/2" NAILS <br />ND R <br />0 <br />t2XBLOC/ING <br />3 <br />RIS R <br />VARIESLIJ <br />SECTION VIEW "H" <br />SCALE: 1 V-0" <br />C= <br />C%j <br />W M7, <br />>- <br />ce-1 C) <br />-cx <br />6 CL <br />C.-A J= <br />.x Z C" <br />C" <br />ce <br />C, f0 <br />- <br />111111191111f <br />'F.0 wtv <br />C%j <br />U, <br />< <br />4c <br />'r? 0 r ...... <br />1� 0 �A <br />E 5 S <br />\v1\ <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Gode - <br />Residential 7th Edibon. Engineer's signature and seat is only for <br />the structural engineering porbons of the drawing pages bearing <br />Engineers signature and seal. <br />W a E <br />N' Cli <br />Q C) C <br />00 <br />0 <br />S <br />CN 0 ft <br />- 'T 7, <br />C-j .. il Lu <br />LL <br />ca U <br />Lu <br />'ffi C fe <br />13 r- cc 50 <br />. r-:e 9 G <br />'5 <br />W 0 <br />cif <br />W CS W <br />z 0 :e <br />U') co Z <br />04 <br />< <br />C) < <br />z <br />00 <br />a <br />0 <br />v <br />< <br />27 -0 <br />CD '9 <br />C1 <br />U <br />0 LU <br />12, <br />Ln <br />E <br />so U, <br />8 <br />U <br />r- <br />C" <br />z <br />U- <br />C6 E <br />0� 0 <br />E <br />0 <br />Zo <br />Up <br />zO� <br />E <br />z <br />20 <br />0� <br />�z <br />L, <br />C/) C <br />z <br />< <br />1. <br />�0 <br />z <br />C/) <br />�z <br />W <br />CZ) <br />CL <br />::- <br />z z <br />'0 <br />0 <br />-Z <br />10 EE <br />C) <br />z <br />0 <br />0. <br />z <br />cl;� <br />C) <br />LO <br />LO <br />M <br />0 <br />7— <br />co <br />LO <br />0 <br />LO <br />Cr <br />M <br />LO <br />< <br />4-j U) <br />4-J <br />U) C'4 <br />0 4- <br />C'4 <br />C) <br />U-) <br />00 <br />ILL. 04 <br />-- <br />C.0 <br />LO <br />C) <br />04 <br />CY) <br />LO C'4 <br />r- <br />E <br />�0 <br />CY) <br />0 <br />cc <br />z <br />:3 <br />E (n <br />0 <br />n <br />0 0 <br />rL <br />0 -.1 <br />JOB <br />No 22-12366 <br />SCALE: AS NOTED <br />I <br />SHEET NO. <br />ST <br />
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