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TYP. <br />U.N.O. <br />TYP, <br />U.N.O. <br />HIP <br />:RS <br />UPLIFT <br />CONNECTION <br />CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG <br />TIE <br />USP <br />MANUFACTURING, <br />INC. <br />0 <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />CONNECTOR <br />CAPACITY <br />SPF <br />FASTENERS <br />SYP <br />SPF <br />SYP <br />A <br />HETA20 <br />1810 <br />9 - 1 Od 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 - 1 Od 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 />670 <br />565 <br />10 - 8d X 1 1/2" <br />D <br />H3 <br />455 <br />320 <br />8 - 8d <br />_RT7A <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 - 1 Od x 1 1/2" <br />RT16A <br />1380 <br />1160 <br />9-1 Od X 1 1/2"& 8-10 <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8"ANCH./(18) 10dxl-1/2 <br />HTT4 <br />2715 <br />518" ANCH. /(20) 10dxl-112 <br />i <br />HTT5 <br />4350 <br />3740 <br />5/8"ANCH. /(26) 10dxl-1/2" <br />HTT5 <br />3225 <br />5/8" ANCH. /(28) 10dxl-1/2 <br />K <br />HD3B * <br />3130 <br />3050 <br />518" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />HD5B * <br />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 />TDX1 0 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />LUS26 <br />1165/1070 <br />1005/915 <br />8 - 1 Od x 3" <br />JUS26 <br />1115/1060** <br />— <br />8 - 10d <br />P <br />H 2 <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 - 1 6d x 3-1/2" <br />R <br />MTS12 <br />1000 <br />860 <br />14 - 1 Od 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 - 1 Od x 1 1/2" <br />MTW1 6 <br />1195 <br />1005 <br />14-10d x 1-1/2" <br />T <br />MTS20 <br />1000 <br />860 <br />14 - 1 Od x 1 1/2" <br />MTW20 <br />11 Cv-, <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 <br />5" EMBED W1 <br />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)1 Od NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />W <br />i <br />X" HTS 20 1 1450 1 124b 124-1 Od X 1 1/2" HTW20 1 1530 1 1285 1 24-1 Od X 1 1/2" <br />Spi 58-5 [_535 10 - 10d SPT22 685 8-10d <br />SP2 1065 1 605 12 - 10d SPT24 1030 12 - 10d <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 FORCE <br />THE PLATE OFF OF THE TRUSS. <br />ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. <br />NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. <br />DROP HIP DETAIL <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 />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 />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 T-O" ON A HORIZONTAL PROJECTION. <br />GIRDER TRUSS (IF 2PLY <br />CONTRACTOR TO SCAB ON V-0" <br />LONG 2x4 TO TOP & BOTTOM W/ (2) <br />8d NAILS @ 3" O.C. TO PAD OUT <br />TRUSS TO 3 PLY) <br />(2) 2x TOP PLATE <br />SCAB ON TO ---/ i <br />TRUSS IF 2PLY <br />USPWUSC53W/(8)10d--Z"' <br />3 BUILT-UP STUD PACK <br />NAILS & (2):f" BOLTS W/ ��SEE PLAN FOR MORE INFO. <br />NUT & WASHER. (VERIFY <br />CONNECTOR W/ 4— <br />CORRECT ROOF PITCH) <br />HIGH UPLIFT GIRDER CONNECTOR r-1 <br />UPPER ROOF FRAMING PLAN A <br />SCALE: Y4"=1'-0" <br />SCALE: 1/2" = V-0" <br />(A) <br />OR 2 PLY <br />'ARRIER <br />Z 2 PLY CARRIER —J <br />x CONT LEDGER <br />SEE D1 SHEET FOR <br />TYPICAL ROOF <br />FRAMING DETAILS <br />(D !P <br />c) <br />ID <br />13 <br />'0 <br />Ul) (D <br />Q) <br />C-/) <br />4—J Uj <br />U <br />0 LLJ <br />r111 <br />V) <br />E <br />0 <br />0 <br />(n Cl) <br />V) <br />0 C) <br />N <br />U.j <br />0) M <br />r_ M CY) <br />E <br />8 <br />2:2 m <br />0 <br />51) <br />LL CO <br />CD <br />ao <br />Lo 0 't <br />< 0 <br />CD <br />.t CL <br />d)< 6 <br />AI <br />N <br />D. <br />N,C,B D C <br />-*C? <br />U*) <br />A! N <br />LO <br />;A <br />z <br />_6 " L6, C? r <br />__j <br />5, <br />0 <br />r c, <br />W <br />LU U <br />La <br />Z 0 <br />0 Cq 5 <br />Z <br />UL <br />LU 0 Cq <br />W <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) Residentia I. 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 />0 <br />z r1j <br />0 a) N <br />:3 kD <br />v) M <br />CY) <br />0 <br />z <br />U <br />Ce OC) <br />z E <br />z M <br />WLU <br />_j 0 <br />0 <br />22 z <br />i1i LL 0 <br />Uj z F- V) (L <br />LAJ Z z <br />L'u, a 0 <br />0 <br />z < o <br />z 0 <br />>- < U <br />F- < < <br />x z z z <br />z � � Lzu <br />�2:5 <br />LU _j <br />jL U LO <br />D 3: 5 <br />W 0 <br />C:) <br />= LU cv <br />1-2 <br />0. 0 z @ <br />z <br />LU <br />Uj <br />0 <br />< <br />Lr) <br />r1i <br />11714 <br />0 <br />Ln <br />z <br />< <br />Uj <br />LU <br />ry <br />0� <br />< z U 0 <br />0 <br />< LL <br />Lij in 0 0 C)� <br />U �L.2 t7; C-0j 0 <br />0 Z UL <br />Ce <br />E <br />Z <br />z <br />CL LL <br />Uj <br />z =) 0 <br />Ce z 2E <br />LU LU :D 5 <br />zo <br />LU <br />0 <br />< U r- <br />'Fa-' g - V 6 <br />> <br />0 <br />2 0 Lu 2: �-- 5 <br />2>90- <br />V) <br />a- <br />U1 LU 0 LL Z < <br />LU x 0 <br /><!� 0 <br />rj <br />T-4 <br />D =) cl� <br />En U, x z <br />a -Z <br />0 <br />C) <br />UJI <br />LLJ < <br />LU <br />< <br />U_ <br />z <br />UJI <br />> <br />Z <br />z <br />0 <br />SCALE AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />1122 <br />JOB NO: 16-6649 <br />SHEET NO. <br />10 <br />.. 1, �­, �r __ <br />