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(2) <br />TYP <br />U.N.0 <br />(2) <br />19 <br />LO <br />LO <br />T3 <br />M <br />4 <br />rl"a <br />LO <br />I <br />.0 <br />Q, I <br />E <br />=10! I <br />001 <br />2L <br />�2) <br />:2) <br />:2) <br />UPLIFT CONNECTION CROSS-REFERENCE <br />4/13/19 <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 - 1 Old x 1 1/2" <br />HTA20 <br />1615 <br />1585 <br />10 - 10d x 1 1/2" <br />8 <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 />H25A <br />6 0 0 <br />600 <br />5 3 5 <br />535 <br />110 - 8d <br />RT7A <br />670 <br />565 <br />10 - 8d X 1 1/2" <br />D <br />H3 <br />5 <br />455 <br />4 5 <br />3 2 0 <br />320 <br />8 - 8d <br />RT3 <br />610 <br />525 <br />18 - Bd X 1 1/2" <br />E <br />META20 <br />4 0 <br />1450 <br />7 - 10d x 1 1/2" <br />HTA20-18 <br />1400 <br />1400 <br />110 - 10d X 1 1/2' <br />F <br />HHETA20 <br />2 3 5 <br />10 - 10d x 1 1/2" <br />1 <br />G <br />H10A <br />1 <br />1340 <br />1 <br />18 - 10d x 1 1/2" <br />RT16A <br />1380 <br />1160 <br />19-1 Od X 1 1/2'& 8-1 Od <br />H <br />HTT4 <br />1 0 <br />3610 <br />3 6 <br />3 1 <br />3105 <br />0 5 <br />511r ANCH. 918) 10dxl-112 <br />HTT4 <br />2715 <br />51r ANCH. 1(20) 10dxl-lr2 <br />i <br />HTT5 <br />4 5 <br />4350 <br />3 0 <br />7 4 <br />3740 <br />3 0 <br />15/8- ANCH. / (26) 10dxl-1/2" <br />HTT5 <br />3225 <br />50 ANCH. 1(28) 10dx1-U2 <br />K <br />HD3B * <br />1 <br />3130 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />- <br />12 - 5/8- DIA. BOLTS <br />L <br />HD5B * <br />4505 <br />518"ANCH. 314"STUD BOLTS <br />TDX6 <br />5320 <br />2 - 7/8" DIA. BOLTS <br />M <br />HD7B * <br />6645 <br />718- ANCH. 314- STUD BOLTS <br />TDX10 <br />7845 <br />4 - 7/8" DIA. BOLTS <br />N <br />I tjq96 <br />1165/1070 <br />.1005/915 <br />8 - 10d x 3" <br />JUS26 <br />1115/1060** <br />- <br />8 - 10d <br />P <br />H11596 <br />1550/3335- <br />1335/2820 <br />20 - 16d x 3 1/2" <br />HUS26 <br />1925/3295 <br />- <br />x 3-1/2" <br />Q <br />HUS28 <br />1 2000/4220- <br />1720/3125 <br />30 - led x 3 1/2" <br />HUS28 <br />2570/4345 <br />- <br />-(20)16d <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 />14-1 Od x 1-1 /2" <br />S <br />MTS16 <br />1000#860 <br />14 - 10d x 1 1/2" <br />MTW16 <br />1195 <br />1005 <br />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 />1195 <br />1005 <br />14-1 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 W/ 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 Old NAILS AND <br />(5) 1/4"x 3" WEDGE <br />BOLTS <br />.X. <br />HTS 20 <br />1450 <br />1245 <br />24-1 Od X 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-1 Old X 1 1/2" <br />Spi <br />585 <br />1 535 <br />110 - 10d <br />SPT22 <br />685 <br />8 - 10d <br />SP2 <br />1065 <br />1 605 <br />1 12 - 10d <br />SPT24 <br />1030 <br />12 - 10d <br />HCP2 <br />645 <br />1 555 <br />1 12-1 Old X 11/2" <br />MINIMUM WMEMBER <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/ 318"MAX DEFLECTION. <br />FLOOR JOIST SPACING SHALL BE MAX OF 1 91"CIC FOR HARDWOOD & TILE AREA'S & 24" <br />OC FOR CARPET AREAS <br />DROP HIP <br />DETAIL <br />2-M MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />(B) <br />(s) <br />(A) <br />A I <br />ELI <br />I"N-1 OR 2 PLY <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 <br />POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128"x T'GUN <br />NAILS, FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH <br />H <br />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) <br />1--�5 <br />M <br />IN <br />LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2X4 SO. PINE #2 OR #2 PT. STICK <br />,5�rl <br />LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED <br />FOR HIP PLANING TRUSSES. R1 <br />i <br />e102 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />1 <br />1OR2PL <br />A -J <br />INTERSECTIONS, SPLICING <br />x C( R <br />T�A�ER <br />x COW <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 5'-T 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 />MAX 2xl 2 @ 24"o.c. CUT TO SLOPE <br />2x12 #2 PT. SYP. LEDGER. <br />FIELD VERIFY TOP OF LEDGER <br />zl�— <br />W/ RT3A TOP & BOTTOM TO <br />LEDGER <br />(MASONRY) <br />—1 /4" x 4" TAPCON @ 12"O.C. <br />I Tt' I VtAND BO I I OM ( OOD) <br />1/4" X 3-1/2" WS35 WOOD SCREWS <br />@ EA. TRUSS VERTICAL <br />SHED ROOF DETAILS <br />I SCALE: 3/4' = V-0- <br />MAIN FRAMING PLAN — ELEV—B <br />SCALE: Y4"= LWJ <br />U-j <br />0 LLJ <br />Lh <br />C14 <br />U- 00 <br />!-0 <br />In <br />LO <br />0 <br />A I <br />N-C-B-D-C <br />CR <br />C" <br />z <br />LU <br />LU <br />Z <br />0 N(94 <br />U) :I- c, ?5 <br />U) <br />Z <br />LL <br />LU C14 <br />ou <br />0 0 <br />DVV�co <br />N <br />C E <br />j <br />< <br />F 10 <br />OFESS%0%4 <br />To the best of the Engineees knowledge, information and belief, <br />the strucbjral plans and specifications contained vvithin these <br />dravvings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal Is on1ly for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and sea]. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />89 Z, <br />Cx <br />00,14% <br />8 C, <br />< <br />0 <br />z <br />-0 <br />0 <br />CV <br />> <br />U <br />rt.) <br />< <br />Cr <br />LL <br />9 0, <br />r- r- <br />0 <br />r-4 <br />< <br />Ln <br />r14 <br />Z <br />z <br />LLI <br />r-4 <br />In <br />M <br />LU <br />x <br />< <br />z <br />F� � v <br />� <br />Cal <br />Ln <br />Z <br />z <br />LU <br />z <br />0 <br />rn <br />06 <br />V-4 <br />:5 <br />a- <br />(A <br />S <br />SCALE AS NOTED <br />DATE 4/13/2018 <br />TECH: JIMUROSIC <br />VERSION NO' 4ol <br />SHEET NO. <br />7.1 <br />