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36512 Flats St
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36512 Flats St
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Last modified
3/5/2025 9:32:23 AM
Creation date
2/18/2025 3:12:05 PM
Metadata
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Building Plans
Street #
36512
Location
Flats St
Contractor
Lennar
Building Plans - Permit #
Unknown
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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 112" NAILS) <br />NAILED TO STRINGER <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />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 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 />SYP CUT TO FIT <br />4RS IN WALL <br />--2x12 SYP B <br />BEARS IN WALL <br />—2x6 SYP <br />/ 2x4 PT NOTCHED INTO STRINGER <br />/ AND NAILED TO FLOOR WITH GLUE <br />AT STRINGER CONTACT POINTS \ <br />(IEW "A" <br />SCALE: 1" = 1'-0" <br />E <br />I PT NOTCHED INTO STRINGER <br />D NAILED TO FLOOR WITH GLUE <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 />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 2x12 <br />STOP TREAD <br />GLUED <br />AND <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 />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" <br />NAILS) / <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />z< <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />\ <br />NAILS) <br />SECTION <br />VIEW "E" <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />L, GLUED AND NAILED TO STRINGER <br />—� FOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE:" = 1'-0" <br />SCALE: 1" = 1'-0" <br />-3/4 PLYWC <br />ON DECK <br />`-2x8 SYP <br />AND NAI <br />FRAM I NC <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKI <br />NOTE: 2x8 <br />DRYWALL STOP <br />INOT SHOWN <br />2x12 SYP— SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />—314" RISER CUT TO FIT STRINGER <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 />--2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C <br />ROVIDE MOISTURE <br />PROTECTION <br />LZAAH ALL COMPONENTS <br />IR TO CONC. W/ 4" X <br />CONS @MAX. 32. O.C, <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/-4 X NAILED TO STRINGER <br />2 a' TAPCONS @ MAX. 32" O.C. <br />1x4 GLUED AND NAILED TO STRINGER <br />-2x4 DRAFT <br />STOP <br />-2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />GA SECTION VIEW licit <br />\ SCALE: 1" = 1'-0" <br />TOP OF <br />STRINGER <br />STRINGERS <br />----2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />-{— 2x4 PT UNDER 2x12 OR I EACH <br />1 STRINGER — <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />FLOOR TRUSS OR <br />GIRDER, FIELD VERIFY <br />(2) LAYER" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 j"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 />CONN.TO <br />OF NEWEL <br />PER CONTI <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 />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 />NEWEL POST <br />BLOCKING <br />F SECTION VIEW <br />_ SCALE: 4" = 1'-0" <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 />JOINT <br />-TO <br />)ISTS) <br />H� <br />2X BLOCKING <br />PSON MTS 2 w/ <br />10d x 1 1/2" NAILS - <br />2ND OR <br />VARIES <br />R <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />N � <br />J " <br />,r W <br />L O <br />® s <br />c. r- o <br />m x" <br />-o w o- <br />N -a_N cc <br />oav- Y � <br />c- _ <br />yv ✓ <br />P. ca <br />=m <br />`o <br />o- `w <br />o, <br />ra�osssmm�rr , <br />�L-1-0 ,,� <br />ti <br />1 <br />-U <br />J <br />90O 04st <br />• o <br />?i <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 />Residentiat <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />mm W <br />7 E <br />Q <br />N CV o <br />0 w Co0 C6 <br />AGO?— <br />fA (nnri� <br />CN v # LL <br />H <br />ni co <br />Q _j_Iu-W <br />u - a <br />Z <br />t T O <br />W�'�`� <br />8 <br />W °f <br />Z Co NZ a J <br />ILco <br />Z N O U U <br />W 00 <br />z N o <br />z � <br />Q <br />J - <br />N <br />N <br />M <br />V) z <br />Ch o <br />LL <br />Cn <br />W <br />� <br />U <br />W g <br />Ul <br />(J <br />W N <br />F— E <br />ml <br />now = ID <br />c 8 m <br />N 0 <br />—0 <br />o <br />CID <br />w <br />M <br />h � <br />o <br />z <br />� <br />LL <br />Eo <br />zo <br />oLL <br />YN <br />?z <br />Z® <br />14 <br />co E O <br />E— <br />w? <br />M0 <br />x�< <br />as <br />UO <br />CU <br />oE <br />o <br />o< <br />az <br />N <br />L <br />�o <br />�� <br />aw <br />m� <br />yam-• <br />Y <br />U <br />N <br />O <br />Z <br />Y <br />J <br />m <br />¢ <br />z <br />Z <br />fn <br />oLL <br />z <br />W <br />CL <br />a <br />�w <br />J <br />aLL <br />w <br />7F <br />>° <br />o <br />C <br />w <br />zIa <br />aF <br />o 3 <br />Lo <br />_m <br />LO1 <br />,O <br />rn <br />m <br />1.1 <br />n ` <br />c7 <br />F— <br />L <br />N <br />0 <br />C�CIO <br />LO <br />J <br />Cr T <br />CY Y <br />m <br />m <br />LO <br />T <br />U) <br />O U) <br />�I <br />.0 LL N <br />o <br />00 <br />N o <br />U') <br />00 <br />N <br />r <br />Q C <br />r <br />E <br />c M N <br />N <br />Z <br />ca <br />z <br />.— <br />E O (D <br />ca <br />c <br />a- <br />Ecc <br />U J Q <br />J <br />JOB <br />NO: 22-12367 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />
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