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-A 1 1 1 1 . . k 1� .1 1 11 1 -L Ll .1.1 - --1L- llk—j1t-d- -1. - 1 4. Iwo" L6� , I "mi . ii I - <br />LL L 1-1AILM1W., 11, --- - -- — — I -- - . I . - <br />P. @ HIP <br />RNERS <br />TYP. <br />U.N.O. <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE 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 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 Old X 1 1/2% 8-10 <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8"ANCH. /0 8) 10dx1 -1/2 <br />HTT4 <br />2715 <br />5/8"ANCH. /(20) 10dxl-1/2 <br />i <br />HTT5 <br />4350 <br />3740 <br />5/8"ANCH. / (26) 1061-1/2" <br />HTT5 <br />3225 <br />5/8"ANCH. /(28) 1061-1/2 <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 />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 - 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 - 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 />14-10d x 1-1/2" <br />S <br />MTS16 <br />1000 <br />860 <br />14 - 1 Od x 1 1/2" <br />MTW16 <br />1195 <br />1005 <br />14-1 Od x 1-1 /2" <br />T <br />MTS20 <br />1000 <br />860 <br />14 - 1 Old 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" <br />EPDXY <br />V <br />LGT2 <br />2150 <br />1850 <br />(1 6)16d SINKERS & <br />(7) 1/4" x 2-1/4" <br />TITENS <br />LUGT2 <br />1 1850 <br />1 1810 <br />(16)1 Od NAILS AND <br />(5) 1/4' x 3" WEDGE <br />BOLTS <br />M <br />"X" I HTS 20 1 1450 1 1245 124-1 Od X 1 1/2" HTW20 1 1530 1 1285 1 24-1 Old X 1 1/2" <br />Spi 585 535 10 - 10d SPT22 685 8 - 10d <br />SP2 1065 605 12 - 10d SPT24 1030 12 - 10d <br />HrIP9 645 555 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 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 (8) 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 5�-17 ON A HORIZONTAL PROJECTION, <br />UPPER ROOF FRAMING PLAN A <br />SCALE: YV=V-0" <br />(A) <br />1 OR 2 PLY <br />CARRIER <br />Z 2 PLY CA <br />EI�IER—J <br />x CONT L D ER <br />SEE D1 SHEET FOR <br />TYPICAL ROOF <br />FRAMING DETAILS <br />0 <br />z ce) <br />Z <br />0 <br />v) 0 <br />Z <br />Q) C-n <br />LU <br />U <br />0 LLj <br />I, E <br />0 <br />0 COO <br />C r- <br />0 <br />E <br />8 <br />04 <br />0 cl <br />M M <br />:9 ce) <br />0 � C14 <br />.2 c� <br />' <br />:S LL 0D <br />.0 <br />rL 0 <br />< 0 <br />0) <br />0 <br />CL <br />< 0 <br />Al <br />0 Do <br />N` -D-C <br />I <br />-�v* o, J;q <br />S U-1 <br />0 <br />0 <br />. . 0. <br />N <br />Llk LL11.. <br />0 <br />F 1- <br />LL <br />"9 <br />LU ........ <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 �eal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />Z C*4 <br />0 a) N <br />1-4 4-J C) <br />V) "S %D <br />0 <br />> <br />a <br />zf0 <br />Ln <br />< <br />0 <br />z <br />CU Ln <br />< C LL <br />CL <br />'M <br />Icy- 61 M <br />CL OC) <br />E <br />z �i <br />z M <br />LU CD <br />W <br />6z <br />C,� 0 <br />LLJ LL <br />-Z V) <br />uj. r, 2 <br /><z <br />U i,- x 'LInj a 0 <br />ro- zo >. z < 0 <br />0 CL <br />z <z b x <br />4 < � <br />LzLj <br />z z <br />a Lq <br />�2-14 ul <br />0>-WU -OLO <br />. -Z.%ao <br />840 WO <br />0 <br />Se t LLJ 04 <br />oza <br />C:) <br />0. <br />LU ; z <br />uj, <br />C:) <br />V-1 <br />Ln <br />117114 <br />r-4 <br />0 <br />U1 <br />z <br />LLI o <j <br />LLJ!� <br />z <br />Uj a 0 <br />0 <br />< <br />LL <br />< <br />U L�Lj , <br />7,-2 <br />ro- -0 Z W <br />-0 <br />z <br />za. <br />U— <br />z C& uxj: g 2E <br />W ��Omo <br />(.D LL, z 0 <br />v <br />Uj <br />F <br />U r- <br />LL, <br />> <br />—j <br />0 <br />x <br />UR g 8 <br />32 LLI 0 LL Z 0< <br />< <br />rq o� <br />0 Cy 2: LL z <br />z< <br />0 <br />C) <br />T..q W <br />UJ LU <br />< CL <br />6 <br />re) <br />< F- <br />u- <br />z <br />LU <br />> <br />0 <br />z <br />z <br />1-4 <br />—j <br />SCALE AS NOTED <br />PLOT DATE 12/7/2012 <br />TECH: EPAND <br />VERSION NO. <br />1525 <br />JOB NO: 17-1426 <br />SHEET NO. <br />10 <br />