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6603 Back Forty Lp
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6603 Back Forty Lp
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Last modified
3/24/2025 4:00:22 PM
Creation date
2/19/2025 10:12:24 AM
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Building Plans
Street #
6603
Location
Back Forty Lp
Contractor
Lennar
Building Plans - Permit #
6462
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3 <br />a <br />rN <br />L0 <br />21 <br />fN <br />0 <br />0 <br />00 <br />J <br />co <br />0 <br />I <br />N <br />J <br />Q <br /><C <br />M <br />rn <br />LO <br />0 <br />Q' <br />N <br />0 <br />J <br />00 <br />t2 <br />0 <br />I <br />N <br />i <br />N <br />0 <br />L0 <br />i <br />u7 <br />Lin <br />C' <br />0 <br />3 <br />N <br />CD <br />O <br />a <br />FO- <br />N <br />E <br />0 <br />x <br />0 <br />0 <br />c <br />J <br />0 <br />to <br />J <br />2 <br />i:Z <br />N <br />0 <br />r <br />r` <br />0 <br />0 <br />CL <br />N <br />N <br />0 <br />0 <br />0 <br />W <br />s <br />0 <br />SCALE: " = 1'-0" <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 />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 />E <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />\ 6'0 <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />MTS12 w/ (14) 10d x 1 <br />1/2" NAILS) <br />I `f2x8 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: I' = 1'-0" <br />VVHLL <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 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 STRAP GLUED TO <br />2x4 DRAFT RISER AND TREAD % <br />STOP % <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />SYP CUT TO FIT <br />4RS IN WALL <br />2x12 SYP <br />BEARS IN WALL x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C <br />—2x6 SYP ROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />2x4 SYP BLOCKING OF STAIR TO CONC. W/ 4" X <br />/ AND T NOT HEDTO F TO TRIH GLUE FOR STRAP 2 " TAPCONS @ MAX. 32" O.C. <br />(SIMPSON MTS12 w/ <br />AT STRINGER CONTACT POINTS \ NAILS)d x 1 1/2" ATTACOF STAIR TO CO NC. WALL E XS 1x4 GLUED AND <br />/ 2 �" TAPCONS @MAX. 32" O.C. \ NAILED TO STRINGER <br />(I EW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />G-1y <br />TOP OF <br />G STRINGER <br />/ 1x4 GLUED AND NAILED TO STRINGER TREAD <br />2x4 DRAFT <br />=7 <br />STOP <br />2x8 SYP DRYWALL STOP G-:! <br />MUST NOT TOUCH <br />STRINGERS <br />E7 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />STRINGER <br />2x4 SYP BLOCKING OPTION: 2X4 CUT ON <br />FOR STRAP BEVEL GLUED AND <br />l PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ NAILED TO SUPPORT <br />D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" W/ SIMPSON H3 — <br />STRINGER CONTACT POINTS \ NAILS) <br />SECTION VIEW "D" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />BULLNOS <br />SCALE: 1" = 1'-0" <br />4' PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />x12 SYP <br />BEARS IN WALL <br />E 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 <br />AND NAILED TO <br />FOR STRAP <br />FRAMING <br />(SIMPSON MTS12 w/ <br />(14I x 1 1/2" <br />2x4 DRAFT 2x12 <br />NAILS) <br />S) / <br />STOP TREAD <br />GLUED <br />�� <br />AND <br />\� <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 1x GLUED AND NAILED TO STRINGER <br />POINTS FOR DRYWALL SPACING <br />B <br />H <br />SECTION VIEW "E" <br />E SECTION VIEW <br />SCALE: 4" = 1'-0" <br />SCALE: 1" = 1'-0" <br />-3/4 PLYWOOC <br />ON DECK <br />—2x8 SYP GLi <br />AND NAILE1 <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />C <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />\ FLOOR TRUSS OR CONN. TO BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />PER CONTRACT <br />-(2) LAYER J" EDGE GOLD PROVIDE SOLID BLOCKING <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1 j"X16" LVL FROM JOIST TO JOIST. USE <br />ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND <br />@ 6" O.C. TOP, BOTTOM NAILED TO JOIST. <br />AND VERT. <br />NEWEL POST <br />SECTION VIEW "G11 <br />SCALE: 1" = 1'-0" <br />0 SE <br />�J <br />CTION VIEW <br />SCALE: "' = 1'-0" <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = 1'-0" <br />(WALL JOINT <br />YWALL TO <br />✓ER JOISTS) <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 />✓ER JOISTS) <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 />LOOK <br />TRUSSES <br />H <br />7�— <br />2X B OCKING <br />2X STRING R <br />SIMPSON MTS 2 w/ <br />(14) 10d x 1 1/2" NAILS <br />D OR 2X BLOC NG <br />3 <br />RIS R <br />VARIES <br />SECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />C" <br />N <br />O <br />N <br />C <br />o <br />d � <br />� W <br />Z <br />O <br />ci a"o-, <br />--1 <br />c co v c": <br />y l0 CJ a.- <br />'y <br />a� d <br />fl-� c <br />a3i <br />C c <br />y o � ¢ <br />U <br />rY <br />o � <br />O <br />:�. <br />I <br />i <br />w <br />..Ijifl.lfl�t.. <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 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages beading <br />Engineer's <br />signature and seal. <br />cm <br />W <br />a <br />�E <br />o �8 <br />o <br />N IF n <br />N_ <br />G <br />W <br />OW N,3 <br />N O > # w <br />a <br />=� LL w <br />D LL a. <br />w <br />— 'o a Y <br />Z <br />E <br />L O _ <br />o <br />W <br />o N <br />$ <br />mW <br />Z <br />IL <br />c°Z' <br />(N Q,Lo f- <br />co <br />;^ <br />N r <br />OU o <br />Z <br />W <br />❑ ❑ <br />N m <br />Z o <br />N <br />W"I <br />C' <br />Q— <br />N <br />h <br />z <br />� <br />�N <br />0 o <br />_ <br />4-1 <br />o <br />- -. <br />0 <br />vi <br />C <br />N <br />=� . <br />U c <br />U o <br />Ofrn Y <br />• <br />Q <br />N m <br />.4 <br />0 <br />M <br />J� <br />Q <br />z <br />Q <br />E <br /><o <br />a C)oLL <br />0 <br />E U <br />w� <br />za <br />oa <br />cv <br />p0o <br />z <br />to � <br />a� <br />wz <br />CID @ <br />ao <br />mo <br />zz <br />az <br />� <br />>3 <br />10 <br />Qo <br />U <br />W <br />> <br />T <br />O ¢ <br />wLL <br />aw <br />m <br />J w <br />'0 <br />o <br />M "C <br />as <br />;o <br />0� <br />zQ <br />•N T <br />2 <br />> <br />J <br />LO <br />LO <br />rn <br />Q <br />0 <br />n' <br />T <br />It <br />j <br />C:)0 <br />Cr <br />0 <br />0/� <br />Y <br />O <br />CN <br />MY <br />■ . . <br />m <br />LO <br />0 <br />LL <br />I <br />� <br />co o <br />CV <br />m N <br />� <br />Lsn <br />M <br />Q <br />C)CD <br />T <br />LO <br />E <br />o <br />c <br />Z <br />E <br />E <br />i6 <br />a <br />U <br />Q p <br />JOB <br />NO: <br />23-06138 <br />SCALE : <br />AS NOTED <br />SHEET NO, <br />ST <br />
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