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C- <br />CJ <br />r <br />m <br />m <br />r <br />m00 <br />C— C— <br />ti w c>, <br />✓, <br />CJ3 <br />CJ5 <br />D <br />A <br />... <br />a <br />r <br />a <br />r <br />a <br />w <br />\0 <br />v <br />-� <br />N <br />1 <br />1 <br />1 <br />�— <br />D <br />D <br />D <br />owo <br />-� <br />N <br />-� <br />W <br />T <br />m <br />I <br />EJ7 <br />EJ7 <br />EJ7 <br />10' <br />EJ7 <br />X <br />(2 <br />EJ7V <br />EJ7VA <br />O <br />cb EJ7VA D <br />0(2) <br />FG1 <br />EJ7VA <br />EJ <br />I <br />I <br />' <br />EJ7 <br />EJ7V <br />EJ7V <br />EJ7 <br />EJ7V <br />EJ7 <br />EJ7V <br />EJ7 <br />EJ7V <br />EJ7 <br />EJ7V <br />CJ5V <br />�4 <br />< < <br />EJ7 <br />CJ5 <br />CJ3 <br />ti� <br />C- C— ✓ <br />I <br />CJ <br />CJ <br />V <br />V <br />CJ1 <br />_ <br />n <br />j <br />A <br />(2) <br />UPLIFT CONNECTION CROSS-REFERENCE <br />7/29/19 <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />O <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 />1 455 <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 -10d x 1 1/2" <br />RT16A <br />1380 <br />1160 <br />9-1 Od X 1 1/2"& 8-1Od <br />H <br />HTT4 <br />3610 <br />3105 <br />5l8" ANCH. / 18 10dxl-1/2 <br />HTT4 <br />2715 <br />518" ANCH. / 20 10dxl-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />518" ANCH. 126 10dxl-1/2" <br />HTT5 <br />3225 <br />5/8" ANCH. 1(28)10dx1-1/2 <br />* <br />3130 <br />3050 <br />15/8- DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />12 - 5/8" DIA. BOLTS <br />L <br />5/8" ANCH. 3/4" STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD7 <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 />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 />14-1Od x 1-112" <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 />(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" WEDGE <br />BOLTS <br />"X" <br />HTS 20 <br />1450 <br />1245 <br />24-1Od X 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-1Od X 1 1/2" <br />SP1 <br />585 <br />535 <br />10-1Od <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 1 <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 AREA'S <br />DROP HIP <br />DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />++) <br />(s) <br />e) <br />(A) <br />(+ <br />1 OR 2 PLY <br />CARRIER <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") <br />'FASTEN EACH (8) TRUSS WEB TO EACH (A) TRUSS TOP CHORD Qa 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 (8) 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 />elR ��YY gRR�ER <br />LEDGER <br />(A) <br />INTERSECTIONS. SPLICING <br />CONT <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. <br />NU I t: 5tt 5Htt I U-'I 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 />SEE 3/S5 FOR \ <br />STANDARD <br />GABLE END \ <br />FRAMING <br />2X TOP PLATE TO <br />GABLE END W/ 16d <br />NAILS @ 6" O.C. ' <br />2X4 STUDS @ 24" O.C.—A <br />W/ SINGLE BASE & TOP <br />PLATE W/ PLYWOOD <br />SHEATHING COVERING <br />STRUCTURAL <br />SHEATHING 7/16" MIN. <br />NAILED W/ 8d COMMONS <br />@ 3" O.C. @ EDGE & 6" <br />O.C. FIELD RUN FULL <br />SHEET FROM BOTTOM <br />OF FALSE BEAM <br />GE1 FALSE BEAM GABLE END <br />SCALE: L4'=1'-0' <br />ROOF FRAMING PLAN <br />SCALE: Y4'=1'-0" <br />0 <br />0 <br />C9 A <br />z <br />z � <br />z g <br />O. N <br />N z <br />Cz <br />(D <br />�+-j <br />U, <br />O LLI <br />c <br />�N o <br />� <br />U m <br />w <br />o <br />= <br />C.) ' <br />0 <br />Q01 <br />N O <br />�Z w z <br />o o U W <br />W ayy��� °� a <br />Q W " <br />Vd� <br />ZAT <br />< :� <br />Ca <br />LL I <br />•" ❑ 0 <br />_ Q <br />N <br />i * � <br />.C=) <br />0 F E S - <br />. <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residental Sth Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />ti <br />CO <br />w <br />O <br />E� <br />�o <br />� <br />Q <br />E: U <br />F r0 <br />w�=® <br />30 <br />x. <br />aF <br />oa <br />w0 <br />0 <br />0 <br />Z <br />> <br />Lro <br />0 <br />¢¢o <br />ttz <br />a= <br />�� <br />ra <br />C <br /><O <br />z <br />Y <br />mi <br />0 <br />Zz <br />z <br />J <br />0b <br />o� <br />gN <br />�o <br />W <br />LD <br />0 <br />V¢ <br />�LL <br />z� <br />�0 <br />0W <br />G <br />�— <br />CD <br />� <br />0 <br />IIIIIIIIII� <br />CD CD <br />�'�`'�w <br />00z <br />O~ <br />o3 <br />C:)C <br />> M <br />^L <br />W <br />�— <br />M <br />x a) <br />1-- <br />Q <br />C o <br />N <br />C <br />L / <br />J <br />04 <br />L.1 / <br />r- <br />I r r. <br />r <br />M M 04 <br />o T H P <br />o <br />Z <br />Z <br />Oc Ed <br />d <br />o <br />V Q am <br />JOB <br />NO: 19-5336 <br />SCALE : AS NOTED <br />SHEET NO. <br />7.0 <br />