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Cill <br />Cill <br />A/ <br />V/ <br />/I <br />unes'ek <br />Me= <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 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 />2235 <br />10 - 10d x 1 112" <br />G <br />H10A <br />1340 <br />1015 <br />18 - 10d x 1 1/2" <br />RT16A <br />1380 <br />116 <br />1 1/2% 8-1 Od <br />H <br />HT74 <br />3610 <br />3105 <br />518"ANCH. 08) 1061-1/2 <br />HTT4 <br />2715 <br />5/8"ANCH. 1(20) 1 0dx1 -1/2 <br />i <br />HTT5 <br />4350 <br />3740 <br />5/8"ANCH. / (26) 10dxl-1/7 <br />HTT5 <br />3225 <br />518" ANCH. 1(28) 1 0dx1 -1 /2 <br />K <br />HD3B* <br />3130 <br />3050 <br />5/8"DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />12 - 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 />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 />0 <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 />1 1195 <br />1005 <br />14-1 Od x 1-1 /2" <br />S <br />MTS16 <br />1000 <br />860 <br />14 - 1 Od x 1 1/2" <br />MTW16 <br />1 1195 <br />1005 <br />1 14-1 Old x 1-1 /2" <br />T <br />MTS20 <br />1000 <br />860 <br />14 - 10d x 1 1/2" <br />MTW20 <br />1 1195 <br />1005 <br />114-1 Od x 1-1 /2" <br />U <br />MGT/MUGT <br />3140 <br />3140 <br />22 - 1 Od X (1) 5/8" ATR W/ 5" EMBED W1 SIMPSON "S T' EPDXY <br />V <br />LGT2 <br />2150 <br />1850 <br />(16)16d SINKERS & <br />(7) 114" 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 />"XI <br />HTS 20 <br />1450 <br />1245 <br />24-1 Od X 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-1 Od X 1 1/2" <br />Spi <br />585 <br />535 <br />10-10d <br />SPT22 <br />1 685 <br />8-10d <br />SP2 <br />1065 <br />605 <br />12-10d <br />SPT24 <br />1030 <br />12-10d <br />HCP2 <br />645 <br />555 <br />12-1 Od 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 ARENS <br />DROP HIP <br />DETAIL. <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />(B) <br />EI) <br />OR 2 PLY <br />CARRIER <br />=r <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6-) <br />'FASTEN EACH B) TRUSS WES 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 />+ <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 />'15�55 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />1 2 PL RIE <br />INTERSECTIONS. SPLICING <br />2 x NT LDG <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 />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 (SEE TB13 <br />FOR NAILING INFO.) — <br />2x CONT. W1 (2)-12d <br />NAILS @ EA. TRUSS- <br />2x4 CONT. RIBBON W1 <br />(4) <br />16d NAILS @ EA. TRUSS <br />2x BLOCKING W/(2) -12d <br />NAILS @ EA. END <br />8d NAILS @ 24" O.C. <br />TO BLOCKING — <br />2x STUDS SEE PLAN <br />FOR INFO <br />PLYWOOD <br />2x6 CONT. W/ (2)-12d <br />NAILS @ EA. TRUSS <br />CANTILEVER <br />FLOOR TRUSS <br />*SEE PLAN <br />T <br />TRUSS BRG. <br />\—CONNECTOR AT <br />EACH TRUSS, <br />SEE PLAN <br />LINTEL <br />SEE PLAN <br />SHEATHING <br />CANT. FLOOR TRUSS CONN-. <br />SCALE: 3/4" = V-0" <br />SCALE: Y4"=1'-O" I <br />(D Ln <br />to <br />CL <br />V) (D <br />Q) U-) <br />4--J Lu <br />U- <br />0 LU <br />til- <br />L0 -D <br />0 <br />U) <br />(n C�) <br />V) 1-- <br />-20 <br />04 <br />WCO <br />LU <br />E <br />0 <br />0) ce) <br />C M ce) <br />T :2 V) <br />0 C', <br />U InD <br />a) <br />0 <br />CO <br />S,6 �� <br />0_,,_ <br />a) <br />< <br />U5 ac) <br />Lo 0 -q- <br />5Q) q Ci <br />N C D C <br />pit <br />—ft <br />OD" <br />C14 Ln <br />0 <br />A N <br />1A �N < <br />-,L0 CO <br />'r j <br />—JI.;M <br />LL <br />C'-� <br />1W 4W Fr <br />U <br />U— <br />U- 0 <br />rkv- <br />mr <br />9 C. <br />R 04 ....... <br />Z <br />IL Uj N 1141 <br />0 <br />0 El 1:1 <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 Sth Edition (2014) Residential. Engineer's signature <br />and sea] is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />C) <br />Z r-4 <br />0a) r�, <br />0-4 4-J C:) <br />V) , =5 "o <br />C:) <br />> v) 0 <br />V) fO Lf) <br />z <br />CL V) <br />5- LI) <br />0 <br />ai Ln <br />Cv. <br />fu T-11 <br />U <br />z <br />CL OC) <br />E <br />z <br />z § fu <br />C:) <br />—j C:) <br />LULU <br />0, <br />Z < <br />z <br />Z <br />tj �z C'e ow <br />:5 <br />gso, <br />a -. x <br />ZE <br />E z< <br />co, <br />z <br />uj'" <br />cozo <br />LLI <br />Lr) <br />>Z, Z8 <br />Ln <br />x z <br />� W� <br />0 <br />-0 <br />N <br />ILL <br />ro <br />Lr) <br />fr <br />0 <br />> <br />0 <br />0 <br />U <br />V) <br />ILL <br />LL <br />0 Z <br />0 <br />0 <br />0 <br />0 <br />r- <br />06 <br />b 12 M- 5 <br />X" <br />NON <br />Z�2�- <br />LLJ Z;� <br />< <br />< 3: <br />W Coe <br />z <br />z <br />LU <br />(%4 <br />17�4 <br />Lr) <br />Ili <br />=5 L<) W z <br />T-4 <br />* I <br />Uj <br />2: <br />2: <br />< <br />5? 8'z <br />0 ��, <br />� F) <br />< <br />z <br />z <br />t <br />W <br />C, <br />< z <br />D <br />Rz <br />0 <br />z <br />:5 <br />Lu <br />-r <br />� 2 <br />< <br />z <br />rn <br />a- <br />I Ul <br />I <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: MJAMES <br />VERSION No' 10 <br />SHEET NO. <br />7.0 <br />