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3282 Moulden Hollow Dr
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3282 Moulden Hollow Dr
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Last modified
3/5/2025 1:42:00 PM
Creation date
2/19/2025 10:43:56 AM
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Building Plans
Street #
3282
Location
Moulden Hollow Dr
Contractor
Lennar Homes LLC
Building Plans - Permit #
20903
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THEN WRAPPED AROUND STUD (USP <br />MTW12) <br />PLAN VIEW <br />--T <br />SCALE: 1'4� <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 />MAINTAIN BETWEEN <br />ANDJ"GAPTOPAND <br />BOTTOM, GLUED AND <br />Syp <br />NAILED TO STRINGER <br />blocking <br />0 <br />"2x4 <br />trap (U <br />s Strap (U <br />MT <br />2x1 2 TREAD <br />GLUED AND <br />NAILED---\ <br />2X4 PT NOTCHED INTO 2x8 SYP DRYWALL STOP MUST <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x-12 NAILING <br />1x <br />POINTS L <br />1X4 GLUED AND NAILED TO STRINGER <br />E <br />FOR DRYWALL SPACING <br />�H SECTION VIEW <br />SCALE: 1 1-01; <br />STRINGER MUST MP <br />CONTACT WITH LAN <br />2x4 CUT C ------- <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />SE <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <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 />F10 <br />PT NOTCHED INTO STRINGER - <br />D NAILED TO FLOOR WITH GLUE <br />STRINGER CONTACT POINTS <br />CTION VIEW "All <br />SCALE: 1 V-10" <br />2x4 PT NOTCHED IN <br />AND NAILED TO FL( <br />AT STRINGER CON- <br />CTION VIEW "D11 <br />SCALE: 1 V-0" <br />PLYWOOD <br />Z�-,, <br />-2x SYP CUT TO FIT <br />BEARS IN WALL <br />--2xl 2 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1 V-10" <br />-2x4 GLUED <br />AND NAILED <br />SECTION D—D <br />SCALE: 1 1 <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 TAP�ONED <br />INTO FLOOR WITH GLUE-A-T <br />STRINGER CONTACT <br />POINTS <br />ALIGN <br />FACE <br />THIS STUD WITH 3/4" RISER CUT TO FIT <br />OF 2ND RISER <br />MAINTAIN BETWEENI" <br />AND4"GAPTOPAND <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 />RAFT RISER AND TREAD <br />STOP <br />2X8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(USP MTW12) BEHIND <br />RISER <br />SECTION VIEW "B" <br />SECTION VIEW "Ell <br />2x8 SYP DRYWALL STOP MUST <br />-- <br />NOT TOUCH STRINGERS <br />L GLUED AND NAILED TO STRINGER <br />Ll <br />OR DR <br />.JYWALLSPACING <br />H E <br />,,(� SECTION VIEW <br />-K��v SCALE: I" = v-0,; <br />-3/4 PLYA <br />ON DECI� <br />--2x8 SYI <br />AND N/ <br />FRAMIl' <br />2X4 DRAF' <br />STOP <br />2X4 BLOCP <br />SCALE: 1 V-0" <br />SCALE: V'= V-10" <br />;ER <br />BLOCKING FOR 2x12 <br />PT UNDER 2x12 C <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ J" x <br />2 TAPCONS @ MAX. 32" O.C. <br />4 GLUED AND NAILED TO STRINGER <br />DRAFT <br />)P <br />8 SYP DRYWALL STOP <br />JST NOT TOUCH <br />'RINGERS <br />x4 BLOCKING FOR 2x-12 <br />K4 PT UNDER 2x12 <br />2X4 CUT ON <br />BEVEL GLUED <br />AND NAILED TO <br />LVL <br />SCAB 2x4 GLUED AND NAI LED (EACH <br />2x12 SYP SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER STRINGER <br />TOP OF <br />STRINGER <br />-'-L--PROVIDE MOISTURE <br />MPONENTS <br />ZATTACH ALL CO PROTECTION <br />OF STAIR TO CONC. W/j" X <br />2 J" TAPCONS @ MAX. 32" O.C. <br />—1x4 GLUED AND <br />NAILED TO STRINGER <br />111C11 <br />SECTION VIEW <br />SCALE: 1" V-0" <br />CONN. TO BOTTOM--\ <br />OF NEWEL POST <br />PER CONTRACTOR <br />PROVIDE SOLID BLOCKING <br />FLOOR GIRDER <br />BELOW ALL NEWEL POST <br />OR 1 x 16" VL <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED AND <br />NAILED TO JOIST. <br />NEWEL POST <br />SECTION VIEW "G11 <br />SCALE: 1 V-0" <br />CKING <br />SCALE: 1 V-131" <br />0 1 /-XIM koUINO I MUU I IUIN Ur. I /-XILO <br />(I F 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED <br />rWALL JOINT <br />YWALL TO <br />/ER JOISTS) <br />STUD NAILED AND <br />)ED TO TOP PLATE <br />CUT INTO RIM BAND, <br />JED AND NAILED TO <br />�RING WALL BELOW <br />(WALL JOINT <br />YWALL TO <br />/ER JOISTS) <br />2X <br />USP (1 <br />NEWEL POST LET INTO <br />THE BLOCK <br />PROVIDE <br />BLOCKING <br />SECTION V <br />BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />IEW111—Ill <br />SCALE: 1 V-0" <br />�1 <br />41111111 CD <br />Z co <br />0 <br />—0 <br />z (0 <br />z <br />< <br />z <br />V) G <br />(3) -/3 <br />C <br />4-j LU <br />0 <br />Z — <br />0 LU <br />E <br />-Q)-' (/) = <br />Ln <br />0 <br />U) <br />U) M <br />C) <br />Ca <br />U-1 <br />E <br />8 <br />d) C") <br />M Cl) <br />c ca M <br />2 co <br />0 C14 <br />20 <br />ai <br />q U- CC) <br />S -00 <br />0 Co <br />(D <br />Q) <br />-�d <br />0 <br />< <br />(0 -�' <br />ac <br />It 0 v <br />a)< 0 <br />A I <br />8D. <br />N C B-D C <br />T <br />fill <br />X§ <br />�,Q <br />Of E <br />01 CN <br />- C-, <br />W, .0 <br />LLp rj CL <br />0-: LZ <br />�z 0 cn <br />M <br />35 <br />0() <br />�jg <br />E] E:] <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />C:> <br />C:) <br />z r14 <br />0 o) <br />P-4 4—J C:) <br />Ln — <br />=3 k.0 CD <br />> V) ro C:) <br />ro <br />N <br />U-) f0 Ln <br />z <br />(n 0 <br />a) — Ln <br />U- <br />>1 fo r-1 <br />0� U 0- CO <br />z <br />< . E <br />z 3: fla <br />C:) <br />WLU <br />-j C:) <br />0 z <br />q <br />u-,� 0 <br />Z, <br />U�80, <br />ro- <br />. 25 , <br />Z LU z < <br />l- U z z <br />z <br />22 OR x � <br />>- 0- 02 8 <br />0�0 <br />Q) <br />ZZ <br />8 <br />> <br />U) <br />z <br />z <br />ce- <br />Ln <br />—j <br />< <br />I.— <br />LU <br />U <br />0 <br />7 <br />0 <br />0 <br />Lr) <br />in <br />8 <br />rq <br />o <br />1-U R <br />< <br />LU 9 <br />Z' <br />131� <br />< <br /><. lu I, <br />1�! <br />z <br />Z <br />Uj <br />Lr) <br />21S <br />C,� <br />-, 2 <br />-J. <br />6i <br />2: <br />Lij <br />< <br />< <br />Fo- <br />2z <br />LU <br />C) <br />< <br />z <br />gn <br />co <br />L0 <br />Z <br />V) Z <br />-0 <br />0 <br />rn <br />7--1 <br />a- <br />U0 <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: MJAMES <br />VERSION N <br />0' 10 <br />SHEET NO. <br />ST <br />
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