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6370 Back Forty Lp
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Last modified
3/5/2025 10:03:02 AM
Creation date
2/18/2025 4:36:46 PM
Metadata
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Building Plans
Street #
6370
Location
Back Forty Lp
Contractor
Lennar
Building Plans - Permit #
6067
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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 />\ V'6 <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 />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 1x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: 4" = 1'-0" <br />MALL <br />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN J" <br />AND J" GAP TOP AND <br />BOTTOM, GLUED AND 77 <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 />3YP CUT TO FIT <br />%RS IN WALL <br />--2x12 SYP B FzA <br />BA I x4 BLOCKING FOR 2x12 <br />, <br />BEARS N WALL 7/7/ <br />E <br />2x4 PT UNDER 2x12 <br />—2x6 SYP ROVIDE MOISTURE <br />L <br />ONATTACH ALL COM24 SYP BLOCKING OF STAIR TO CON2x4 PT AND NAILED HOD INTO OOR WTIH GLUE FOR STRAP 2 t" TAPCONS @ MC.(SIMPSON MTS12 w/AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" ATTACH ALL COMPONENTS \ 1x4 GLUED AN/ NAILS) OF STAIR TO CONC. W/J" X NAILED TO STRINGER <br />/ 2 J" TAPCONS @ MAX. 32" O.C. / <br />E W "A" <br />SECTION VIEW "B" <br />SCALE: 1" = T-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />GA SECTION VIEW "C" <br />\ SCALE: 1" = 1'-0" <br />TOP OF <br />STRINGER <br />�1 <br />/ 1x4 GLUED AND NAILED TO STRINGER TREAD <br />2x4 DRAFT <br />STOP 2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERSG—% <br />E2x4 BLOCKING FOR 2x12 SIMPSON A135 <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) 10d x 1 1/2" <br />AND NAILED TO FLOOR WITH GLU <br />NAILS) <br />AT STRINGER CONTACT POINTS \ <br />CTION VIEW "D" SECTION VIEW "E" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />—t' 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 t <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />SCALE: 1" = 1'-0" <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />Lx4/GLUED AND NAILED TO STRINGER <br />—/ FOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE: i" = 1'-0" <br />3/4 PLYWC <br />ON DECK <br />--2x8 SYP <br />AND NAI <br />FRAMIN( <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKI <br />C --1 <br />NOTE: 2x8 <br />DRYWALL STOP <br />\NOT SHOWN <br />FLOOR TRUSS OR CONN. TO <br />GIRDER, FIELD VERIFY OF NEWEL <br />STRINGER <br />(2) LAYER" EDGE GOLD <br />OPTION: 2X4 CUT ON OSB OR PLYWOOD <br />BEVEL GLUED AND OR NAILED TO SUPPORT 1 CHED W/ 12d NAILS <br />LVL <br />ATTACHED <br />W/ SIMPSON H3 AT <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE: 4" = 1'-0" <br />PER CONT <br />PROVIDE SOLID BLOCKING <br />BELOW ALL NEWEL POST <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED ANC <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 />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = T-0" <br />(WALL JOINT <br />YWALL TO <br />✓ER JOISTS) <br />STUD NAILED AND <br />)ED TO TOP PLATE <br />CUT INTO RIM BAND, <br />)ED AND NAILED TO <br />tRING WALL BELOW <br />I'WALL JOINT <br />YWALL TO <br />✓ER JOISTS) <br />H <br />2X STRING R <br />2X B <br />OCKING <br />SIMPSON MTS <br />2 w/ <br />(14) 10d x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC NG <br />RIS R <br />VARIES <br />SECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />cat <br />0 <br />N <br />Io0 <br />0 <br />Q <br />d <br />> W <br />0 <br />w rL..e G`) <br />y a <br />CU = . <br />c <br />T <br />s� <br />M <br />CV <br />0 <br />0 <br />r', <br />5 T <br />T OF • i�� .r <br />v 1 <br />•!!!!lppi6i4iiii <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. 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