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3185 Moulden Hollow Dr
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3185 Moulden Hollow Dr
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Last modified
3/20/2025 2:40:15 PM
Creation date
2/27/2025 1:08:22 PM
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Building Plans
Street #
3185
Location
Moulden Hollow Dr
Contractor
Lennar Homes LLC
Building Plans - Permit #
18877
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II I I I' I Ill L 1 <br />3LOCKING <br />Cx <br />TY <br />3Y <br />Cx <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />0 <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />SYP <br />SPF <br />SYP <br />SPF <br />A <br />HETA20 <br />1810 <br />9 - 10d x 1 1/2" <br />HTA20 <br />1615 <br />1585 <br />10 - 10d x 1 1/2" <br />B <br />HETA16 <br />1810 <br />9 -10d x 1 1/2" <br />HTA16 <br />1615 <br />1585 <br />10 -10d x 1 1/2" <br />C <br />H2.5A <br />600 <br />535 <br />10 - 8d <br />RT7A <br />670 <br />565 <br />10 - 8d X 1 112" <br />D <br />H3 <br />455 <br />320 <br />8 - 8d <br />RT3 <br />610 <br />525 <br />8 - 8d X 1 1/2" <br />E <br />META20 <br />1450 <br />7 -10d x 1 1/2" <br />HTA20-18 <br />1400 <br />1400 <br />10 - 10d X 1 1/2" <br />F <br />HHETA20 <br />2235 <br />10 -10d x 1 1/2" <br />G <br />H10A <br />1340 <br />1015 <br />18 - 10d x 1 1/2" <br />RT16A <br />1380 <br />1160 <br />9-10d X 1 1/2"& 8-10d <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8"ANCH. / 18 1061-1/2 <br />HTT4 <br />2715 <br />5/8" ANCH. / 20 1061-112 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / 26 1061-112" <br />HTT5 <br />3225 <br />5/8" ANCH. /(28)10dx1-1/2 <br />K <br />H * <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />HD5B * <br />1 4505 <br />3785 <br />5/8" ANCH. 3/4" STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD7B * <br />6645 <br />5650 <br />7/8" ANCH. 3/4" STUD BOLTS <br />TDX10 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />LUS26 <br />116511070 ** <br />1005/915 ** <br />8 -10d x 3" <br />JUS26 <br />1115/1060** <br />— <br />8-10d <br />P <br />HUS26 <br />1550/3335 ** <br />1335/2820 ** <br />20 - 16d x 3 1/2" <br />HUS26 <br />1925/3295 <br />— <br />(20)16d x 3-1/2" <br />Q <br />HUS28 <br />2000/4220 ** <br />1720/3125 ** <br />30 - 16d x 3 1/2" <br />HUS28 <br />2570/4345 <br />— <br />30d -16d x 3-1/2" <br />R <br />MTS12 <br />1000 <br />860 <br />14 - 10d x 1 1/2" <br />MTW12 <br />1195 <br />1005 <br />14-10d x 1-1/2" <br />S <br />MTS16 <br />1000 <br />860 <br />14 - 10d x 1 1/2" <br />MTW16 <br />1195 <br />1005 <br />14-10d x 1-1/2" <br />T <br />MTS20 <br />1000 <br />860 <br />14 - 10d x 1 1/2" <br />MTW20 <br />1195 <br />1 1005 <br />14-10d x 1-1/2" <br />U <br />MGT/MUGT <br />3140 <br />3140 <br />22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" <br />EPDXY <br />V <br />LGT2 <br />2150 <br />1850 <br />(16)16d SINKERS & <br />(7) 1/4" x 2-1/4" <br />TITENS <br />LUGT2 <br />1850 <br />1810 <br />(16)10d NAILS AND <br />(5) 1/4'. x 3" WEDGE <br />BOLTS <br />HTS 20 <br />1450 <br />1245 <br />24-10d X 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-10d X 1 1/2" <br />SP1 <br />585 <br />535 <br />10-10d <br />SPT22 <br />685 <br />8-10d <br />SP2 <br />1065 <br />605 <br />12 - 10d <br />SPT24 <br />1030 <br />12 -10d <br />HQP2 <br />1 645 <br />555 <br />12-10d X 1 1/2" <br />* MINIMUM 3" MEMBER <br />** REACTIONS ARE FOR ROOF LOADS ONLY <br />*** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE <br />SIDE OF THE TRUSS, WHICH COULD FORCE <br />THE PLATE OFF OF THE TRUSS. <br />ALL EPDXY ANCHORS USP CIA-7000C <br />NOTE: DOUBLE FELT RECI'D ON ROOF PITCHES 3/12 & LOWER. <br />LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. <br />FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" <br />OC FOR CARPET AREA'S <br />DROP HIP <br />DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />+ +) <br />(B) <br />B) <br />(" <br />") <br />(A) <br />1 OR 2 PLY <br />CARRIER <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") <br />'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING <br />POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) <br />TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). <br />(B <br />INTERSECTING <br />POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN <br />NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH <br />(+) <br />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) <br />IN <br />LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK <br />LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED <br />FOR HIP PLANING TRUSSES. R1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />1 OR <br />L q�R�ER <br />CONT LEDGER (A) <br />INTERSECTIONS. <br />SPLICING <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE V-0" ON A HORIZONTAL PROJECTION. <br />NU I E: 5EE SfitE I U-1 FOR ROOF FRAMING DETAILS <br />1. (2) 12d TOENAILS EACH SIDE OF FLOOR <br />TRUSS TO WALL OR BEAM BELOW TYP aQ INT. <br />BEARING U.N.O. <br />ROOF FRAMING PLAN <br />SCALE: %4"=1'-0" <br />(DV <br />0 <br />z MFIR <br />z� <br />Q <br />J <br />CL <br />l/i (D <br />Q) <br />cn <br />4—J L u <br />0 <br />*U — <br />0 w <br />Vi 01- <br />1 <br />E <br />0 <br />Vi <br />0 0 <br />U <br />IJ <br />(DM <br />C) N M <br />3Yr:. <br />O <br />W �sr ,i; —q <br />N 'OM <br />Ooo <br />K <br />00 <br />0 co <br />UCD <br />W <br />o- o <br />Y <br />Q rn <br />LO O <br />rn Q o <br />A 1 <br />L <br />�w. <br />x L �. <br />=a. <br />Uj t'.! <br />�•iY� N- C IL- <br />Ica <br />000) <br />9 <br />tN A o N <br />Z <br />� <br />ajC� <br />N <br />W <br />C,4 <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 />0 <br />C) <br />Z N <br />O I� <br />H 0 <br />M <br />Q M Ln <br />Ln <br />" <br />Q LL <br />ii . n <br />z Q U a� <br />z E <br />(� <br />z <br />WLLJ <br />Cr' <br />J <br />oz <br />�o <br />3� <br />w � <br />za <br />< <br />f <br />Z <br />r~ <br />z< <br />z 80 <br />Q <br />J <br />��WZ <br />�OJW <br />v <br />8W N <br />Z <br />cm <br />W 0 <br />L <br />_ <br />ON <br />>O <br />az <br />L <br />z <br />LL, <br />_4 3 <br />D <br />Ln <br />cr <br />x <br />~ <br />Oo <br />g <br />U <br />T <br />y <br />O <br />LL <br />QJ Q <br />5 f <br />Lu <br />> 9 <br />Tccclnil) <br />LL <br />fLOOZ0 a <br />Womn <br />{L <br />(V <br />O <br />Cr <br />Z<oa <br />W 0 J <br />J <br />TT�I- <br />Z <br /><a <br />Q <br />I¢$oWK <br />Q f <br />z <br />W <br />ui <br />w <br />Wo o <br />d�oz <br />:¢LLB <br />L <br />Q <br />Q <br />z <br />o Z o <br />a <br />O YLu <br />Q f- <br />W <br />V <br />ri <br />z <br />z <br />Ln <br />z <br />J (20 <br />`Z <br />^ <br />4 <br />J <br />= <br />r 1 <br />.--1 <br />a <br />U) <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: M]AMES <br />VERSION N0. 10 <br />SHEET NO. <br />7.1 <br />
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