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36463 Flats St
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36463 Flats St
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Last modified
3/5/2025 3:10:21 PM
Creation date
2/19/2025 10:50:45 AM
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Building Plans
Street #
36463
Location
Flats St
Contractor
Lennar Homes LLC
Building Plans - Permit #
Unknown
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CID <br />C-4 <br />LO <br />10 <br />0 <br />LO <br />LO <br />L <br />C14 <br />P-] <br />9 <br />T <br />A <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 />13/4 x 11 <br />JVL <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 NOTCH- <br />ER�* _NJ <br />INTO STRING I <br />D <br />-,-2x8 BLOCKING FOR STRAP <br />L-1x4 blocking <br />SIMPSON MSTA21 W/ (16) 1 Od NAILS E <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD <br />PLAN VIEW <br />SCALE'.T"=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 />r^ r J r% I C% r! A K I r% M I I K I I K I ll� t—% M R A A -r 1 K I <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />FLOOR <br />JOIST <br />SYP <br />2x8 SYP <br />2x8 <br />SYP <br />STRINGER MUST MAKE F1 <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 />lt)2x8 <br />F <br />i <br />SE <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH 7�� <br />STRINGER \F <br />2X4 CUT ON BEVEL� <br />DOES NOT BEAR IN <br />WALL <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />_--2X12 SYP <br />BEARS IN WALL <br />--2x6 SYP <br />SCAB 2x4 GLUED AND NAILED (EACH <br />2x12 SYP <br />SIDE) TO BOTTOM EDGE OF 2x12 <br />ALIGN THIS STUD WITH STRINGER <br />3/4" RISER CUT TO FIT STRINGER <br />FACE OF 2ND RISER <br />MAINTAIN BETWEEN <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 />x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />'2 <br />B <br />2X4 SYP BLOCKING <br />FOR STRAP <br />2x4 PT NOTCHED INTO STRINGER-\r-/ <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 SECTION VIEW "B" <br />SCALE: 11"= V-0" <br />SCALE: I"= V-0". <br />LIGN THIS STUD WITH FACE OF 2nd RISER <br />-2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />ROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />ROVIDE MOISTURE <br />PROTECTION <br />LA A HA OMPONEN S <br />TT j <br />ONC W/i, X <br />@ MAX - 32. 0. C. <br />Z C LLC <br />0 S I <br />OF STAIR TO CONC. W/ J" X <br />T P 0 <br />2 TAPCONS @ MAX. 32" O.C. <br />X U D <br />1 4 GL ED AN <br />ATTACH ALL COMPONENTS 1x4 GLUED AND <br />IL To ST <br />OF STAIR TO CONC. W/ J" X NAILED TO STRINGER <br />2 1" TAPCONS @ MAX. 32" O.C. <br />1X4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUSTNOTTOUCH <br />11CIIII <br />G. 1 <br />SECTION VIEW <br />SCALE: 1 V-0" <br />TOP OF <br />STRINGER <br />STRINGERS <br />RE' 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />E x4 PT UNDER 2x12 OR LSC EACH <br />Z/N� <br />�35 <br />CH <br />2X4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 W/ <br />2X4 PT NOTCHED INTO STRINGE\R <br />AND NAILED TO FLOOR V41TH (14) 1 Od x 1 1/2" <br />GLU <br />NAILS) <br />AT STRINGER CONTACT POINTS <br />SECTION VIEW "ID" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1 1' <br />I" PLYWOOD <br />x SYP CUT TO FIT <br />BEARS IN WALL <br />1 <br />x12 SYP <br />fFHE4 BEARS IN WALL <br />BULLNOSE* DETAIL <br />SCALE: 1 V-0" <br />,,--STRINGER <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 1/4" <br />FOR STRAP (SIMPSON <br />"--'�X8 <br />AND 1/2" GAP TOP AND <br />MTS12 w/ (14) 10d x 1 <br />0�1 <br />SYP GLUED <br />BOTTOM, GLUED AND <br />1/2" NAILS) <br />AND NAILED TO <br />NAILED TO STRINGER <br />FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />2xl 2 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED--\ <br />NAILED <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />I 't2x8 SYP DRYWALL STOP MUST <br />L/NOT TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />4x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />SECTION VIEW <br />SCALE:��=11_01; <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE <br />AT STRINGER CONTACT <br />POINTS <br />SCALE: 1 V-0" <br />'�-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />Ll X/GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />SECTION VIEW "Ell <br />SCALE: V <br />SECTION VIEW <br />_K_�T SCALE: 1 1_01� <br />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 />(2) LAYER J'EDGE GOLD <br />OSI3 OR PLYWOOD <br />OR 1 j"X16" LVL <br />ATTACHED W/ 12d N kILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />V. 11-01, <br />SCALE: <br />SE^F \'�6, <br />7�7 <br />CTION VIEW <br />SCALE: il. = V_01� <br />PER CONTRACTOR <br />PROVIDE SOLID BLOCKING <br />BELOW ALL NEWEL POST <br />bEd <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 V-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 />NEWEL POST LET INTO <br />THEBLOCK <br />PROVIDE <br />BLOCKING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />TRUSSES <br />JOINT <br />-TO <br />)ISTS) <br />2X STRING�R <br />2X B CKING <br />I <br />P MTS w/ <br />SON 2 <br />I Od x 1 1/2" NAIL S <br />ND R <br />0 <br />3 <br />% <br />2X BLOC NG <br />RIS R <br />VARIES <br />ECTION VIEW 111-111 <br />SCALE: 1 V-0" <br />LAJ <br />rro-gZ Cz. <br />.x - <br />cz <br />C'0 C14 <br />&�_ -'-%- <br />CL <br />to C�� <br />C ca <br />41: <br />a.) <br />0. <br />�A <br />lj , ',;;� r* d� <br />i <br />FLO <br />t <br />% <br />To the beat of the Engineers knowledge, infoRation and belief, <br />the Owtural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code <br />Residential <br />7th Edition. 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