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I20 10dxl-112 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. l 26 10dxl-112" <br />HTT5 <br />3225 <br />5/8" ANCH.1(28) 10dxl-112 <br />K <br />HD3B * <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />HD * <br />4505 <br />37855/8"ANCH. <br />314" 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 />1165/1070 ** <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 />O <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 />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" 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 />1 1065 <br />605 <br />12-10d <br />SPT24 <br />1030 <br />12-10d <br />HCP2 <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 REQ'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 />(B) <br />(B) <br />(A) <br />(+ <br />1O <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 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 />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) <br />IN 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 />11 OR PLY LEDGER <br />(A) <br />INTERSECTIONS. SPLICING <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. <br />NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS <br />1. (2) 12d TOENAILS EACH SIDE OF FLOOR <br />TRUSS TO WALL OR BEAM BELOW TYP @ INT. <br />BEARING U.N.O. <br />STRUCTURAL <br />SHEATHING 7/16" MIN. <br />NAILED W/ 8d COMMONS <br />@3"O.C.@ EDGE &6" <br />O.C. FIELD RUN FULL <br />SHEET FROM BOTTOM <br />OF FALSE BEAM <br />SEE 3/S5 FOR <br />STANDARD <br />GABLE <br />, <br />FRAMING <br />1 � <br />1 <br />j V <br />ir <br />I <br />2X TOP PLATE TO <br />GABLE END W/ 16d <br />a <br />NAILS @ 6" O.C. <br />+ <br />+ + <br />U- <br />2X4 STUDS @ 24" O.C. <br />+ + <br />W/ SINGLE BASE & TOP <br />PLATE W/ PLYWOOD <br />SHEATHING COVERING <br />GE15 FALSE BEAM <br />@ GABLE END <br />SCALE: 3/4" = 1'-0" <br />ROOF FRAMING PLAN <br />C9 <br />� <br />Z 0 <br />— o <br />zC14 <br />Z <br />_Q <br />a <br />(D <br />AV� <br />w <br />°u <br />Qw <br />�� ~ <br />(6 C)o <br />0M <br />0 <br />m N <br />W <br />a I— of <br />8 <br />e) M <br />CMco <br />= N <br />u3+ <br />0 O N <br />1' 14 <br />L LL 00 <br />o m <br />Q rn <br />U7, <br />i Q C. <br />B Iv <br />N C B D C <br />;r <br />"10 <br />O (`D <br />N <br />C" 8 z W z° <br />Z - <br />LL �o <br />� wl k• <br />NJ g . ° w <br />W V E <br />a <br />0 <br />UA <br />m 1 .✓' <br />Crti •� f� <br />0 <br />b 0 ° <br />.° CD <br />n0F <br />E: SRO �® <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 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />LE NA <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Z <br />ax <br />w <br />z <br />oo80 <br />a <br />Zw�� <br />J <br />CL <br />=oz <br />J <br />awo� <br />V' � m N <br />Z <br />Uo <br />L <br />z z <br />yo <br />Q£ <br />Z <br />LL <br />a <br />Z <br />V)3 <br />A <br />LL <br />O� <br />o <br />J W <br />UU <br />V— <br />o <br />° <br />Ln <br />p <br />Y �• <br />M-2 <br />�a <br />J� <br />T1 <br />w�¢� <br />Q <br />Qa� <br />2 E) 2 <br />Z <br />Z <br />`� ° <br />!Qa2tt <br />W <br />J <br />L0 <br />r-i <br />LI.J <br />F <br />LJ.J <br />z <br />�u�u.fz01- <br />N <br />Q <br />Z <br />C <br />Z <br />Z <br />oS <br />m <br />_ <br />rn <br />� <br />LU <br />0 <br />a <br />U0 <br />o <br />SCALE : AS NOTED <br />DATE : 4/12/2018 <br />TECH: M)AMES <br />VERSION NO. 10 <br />SHEET NO. <br />7.0 <br />I � il�uii iA -- F-1777J17LIiFL�.L;`i it tl ,i�1�ii. .�. I � 1CfITT— <br />