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J TYP. @ 2 STORY <br />G <br />r c� <br />LO <br />TYP. S6 <br />In co <br />✓j <br />U U <br />U <br />C) U U ��� <br />CA <br />EJ7 <br />CJ1 <br />CJ3 <br />CJ3 <br />CJ5 <br />CJ5 <br />(2) <br />X <br />A7G <br />TYP @ 2 STORY <br />A6 <br />(2) <br />J <br />X <br />S6 <br />A <br />TYP. @ 2 STORY <br />A4 <br />Ss <br />(+ t OR 2 PLY <br />. <br />A3 <br />"0,/ <br />CARRIER <br />A2 <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 />y <br />LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED <br />� <br />FOR HIP PLANING TRUSSES. R1 <br />f <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CgRRIER <br />T$ <br />AZ <br />(4) <br />INTERSECTIONS. SPLICING / 2 x CONT LEDGER <br />X <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />• <br />FRAMING SPLICING. <br />o <br />MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. <br />A3. <br />NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS <br />N <br />A41 <br />N <br />co <br />1. (2) 12d TOENAILS EACH SIDE OF FLOOR <br />A51 <br />TRUSS TO WALL OR BEAM BELOW TYP @ INT. <br />� <br />BEARING U.N.O. <br />tCi <br />N <br />/A61 <br />r <br />> <br />(4) <br />X <br />I <br />A7G1 <br />PM <br />O <br />o <br />CJ5 <br />N <br />1 SIM. W/ BLOCKING <br />N <br />t <br />S5 <br />CJ3L <br />EJ7 <br />I M 1 <br />CJ 1 <br />0 <br />49 <br />A <br />`�' <br />�, <br />U U <br />U <br />J TYP @ 2 STORY <br />(4) <br />X <br />Q <br />S6 <br />00 <br />0 <br />j <br />v <br />a <br />E <br />H <br />V) <br />N <br />E <br />O <br />S <br />O <br />C <br />C <br />J <br />N <br />N <br />C%. <br />y�+ <br />(.i <br />v <br />c <br />0 <br />UI <br />N <br />U <br />N <br />'O <br />a. <br />a. <br />O <br />O <br />M <br />W <br />ROOF FRAMING <br />PLAN <br />3 <br />SCALE: %4'=1 t-0" <br />CD <br />1 <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />Q <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. A <br />600 <br />535 <br />10 - 8d <br />RT7A <br />670 <br />565 <br />10 - 8d X 1 1/2" <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 />223 <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 />518"ANCH. ! 18 10dx1.112 <br />HTT4 <br />2715 <br />518"ANCH. /(20) 10dx1-112 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. l 26 10dx1-112" <br />HTT5 <br />3225 <br />518"ANCH./(28)10dx1-112 <br />K <br />H * <br />1 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />" <br />5/8" ANCH. 3/4"STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD76 * <br />6645 <br />65 <br />718" ANCH. 314" STUD BOLTS <br />TDX10 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />1165/1070 ** <br />1005/915 "* <br />8 - 10d x 3" <br />JUS26 <br />1115l1060** <br />— <br />8-10d <br />P <br />1550/3335 ** <br />1335/2820 ** <br />20 - 16d x 31/2" <br />HUS26 <br />1925/3295 <br />— <br />(20)16d x 3-1l2" <br />Q <br />HUS28 <br />2000/4220 ** <br />1720/3125 ** <br />30 - 16d x 31/2" <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"LO <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" WEDGEAl <br />BOLTS <br />"X" <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"SE <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 />645 <br />555 <br />12-10d X 11/2"Uj <br />* MINIMUM 3" MEMBER <br />** REACTIONS ARE FOR ROOF LOADS ONLY <br />*** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCEIla <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.LL <br />LOADS -ROOF = L 1360 FLOOR = L / 480 W/ 3l8" 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 DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />++I <br />(B) B> <br />r• � <br />(A) <br />Z o <br />Z <br />Z <br />Q <br />a <br />'\/ Z <br />I <br />cn <br />w <br />= <br />O w <br />�- <br />o0 <br />y N <br />W <br />C t p M <br />O O N <br />y <br />L LL O <br />OD <br />Q rn <br />�i o <br />Q <br />BID. <br />o W <br />p .� <br />SSIp <br />lElili{il'1\ <br />C) <br />�, � <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 2017 Florida <br />Building Code -Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />