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r <br />0 <br />CY) <br />C) <br />F- - - - - - - - - - - - - - - - - - - <br />L <br />I CG TVD <br />CY) <br />L[ <br />VO \\--i( �G C) 0 C) <br />0 TYP. <br />U.N.O. <br />L------------------------------------ <br />-(2) (D <br />TYP. @ HIP <br />CORNERS <br />RSH IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT!5 25 ft <br />'i ND SPEED (ULTIMATE) 140.0 MPH <br />I ND SPEED (ALLOWABLE) 108.4 MPH <br />xPoi <br />EFFECTIVE <br />WIND PRESSURE AND SUCTION (PSF) <br />HIP <br />ROOF >20 TO 45 DEG. <br />WIND AREA <br />VALUE DENOTES PRESSURE <br />a=4ft <br />[4:12]-[12:12] <br />t-f—f AX <br />G <br />\ <br />r <br />(SQ FEET) <br />(-) VALUE DENOTES SUCTION <br />AREA <br />ROOF <br />1 <br />2e <br />2n <br />2r <br />3 <br />3e <br />3r <br />HIP <br />-35.94 <br />-49.57 <br />-49.57 <br />-49.57 <br />10 <br />GAR' E <br />1 -38.22 <br />-38.22 <br />-60.99 <br />-60.99 <br />-60.99 <br />78.58 <br />t <br />ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): <br />ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD <br />TY@ <br />ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />ROOF SHEATHING: <br />(D <br />SHINGLE: Yjr," EXP. 1 CY16) or 1V32" EXP. 1 (33/16) <br />!LLL 1V32" EXP. 1 (13/16) <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS <br />D3� <br />(3-191 <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL Bit FASTENED <br />WITH ASTM F1 667 RSRS-03 10d (21/2" x 0.131 ") NAILS OR ASTM F1 667 RSRS-04 (3" x.120") NAILS <br />a=4ft <br />3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTILOOKER GABLE <br />ROOF > 20 TO 45 DEG. <br />RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING <br />[4:12]-[12:12] <br />@ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS <br />W/ BLOCKING PER NAILING SCHEDULE. <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK 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 />META12 <br />1420 <br />9 - 1 Od x 1 1/2" <br />HTA20 <br />1870 <br />1585 <br />10 - 10d x 1 1/2" <br />A (2) <br />(2)META12 <br />1875 (1)PLY <br />1795 (2)PLY <br />9 - 1 Od x 1 1/2" <br />B <br />HETA16 <br />1810 <br />9 - 1 Od x 1 1/2" <br />HTA16 <br />1870 <br />1585 <br />10 - 10d x 1 1/2" <br />C <br />H2.5A <br />565 <br />535 <br />10 - 8d <br />RT7A <br />585 <br />515 <br />10 - 8d x 1 1/2" <br />D <br />H3 <br />400 <br />320 <br />8-8d <br />RT3 <br />345 <br />305 <br />8 - 8d x 1 1/2" <br />E <br />META20 <br />1450 <br />7 - 1 Od x 1 112" <br />HTA20-18 <br />1625 <br />1400 <br />10 - 10d x 1 1/2" <br />IF <br />HHETA20 <br />2120 <br />10 - 1 Od x 1 1/2" <br />HTTA20 <br />2375 <br />11 - 10d x 1 1/2" <br />G <br />H10A <br />1040 <br />1015 <br />18 - 1 Od x 1 112" <br />RT16A <br />1020 <br />1160 <br />9 - 1 Od x 1 1/2% 8-1 Od <br />H <br />FGTR <br />4725 <br />3400 <br />w/ (18) 1/4" x 3" SDS <br />WOOD SCREWS AND (2) <br />1/2" x 5" TITEN HD ACHOR <br />BOLTS <br />RFUS <br />7100 <br />--- <br />w/ (112) WS3 WOOD <br />SCREWS AND (4) 3/4" x 6" <br />WEDGE -BOLTS <br />J <br />HTT5 <br />4350 <br />3740 <br />518" ANCH. / (26) 10dxl-1/2" <br />HTT5 <br />5795 <br />5/8" ANCH. /(26) 10d x1-1/2 <br />K <br />HD3B <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />3295 <br />--- <br />2 - 5/8" DIA. BOLTS <br />L <br />VGT R/L <br />2225 <br />1600 <br />w/ (16) 1/4" x 3" SDS <br />WOOD SCREWS AND <br />HDU4-SDS2.5 W/ (110) 1/4" <br />X 2 1/2" SIDS WOOD <br />SCREWS & (1) 5/8" ATR <br />I <br />M <br />VGT-F <br />4940 <br />3555 <br />wl (16) 114" x 3" S DS <br />WOOD SCREWS AND <br />HDU4-SDS2.5 w/ (110) 1/4" <br />x 2 1/2" SDS WOOD <br />SCREWS & (1) 5/8" ATR <br />IN <br />LUS26 <br />1165/1060 <br />1005/915 <br />8 - 1 Od x 3" <br />JUS26 <br />1000/1080** <br />--- <br />8-10d <br />P <br />HUS26 <br />1320/3235 <br />1335/2820 <br />20 - 16d x 3 1/2" <br />HUS26 <br />2035/3400 <br />--- <br />(20)16d x 3-1/2" <br />Q <br />HUS28 <br />1760/4095 <br />1720/3125 <br />30 - 16d x 3 112" <br />HUS28 <br />2950/5090 <br />--- <br />30d -1 6d x 3-1/2" <br />R <br />MTS12 <br />990 <br />860 <br />14 - 1 Od x 1 112" <br />MTW12 <br />1195 <br />1005 <br />14-10d x 1-1/2" <br />S <br />VGT - M <br />4940 <br />3555 <br />w/ (16) 1/4" x 3" SIDS <br />WOOD SCREWS AND (1) <br />5/8" ATIR EPDXIED w/ <br />SIMPSON SET w/ 12" MIN. <br />EMBEDMENT. <br />T <br />(2) LGT3 <br />6570-M 6960-F <br />4730-M 5010-F <br />w/ (24) 1/4" x 3" SDS <br />SCREWS & (8) 3/8" x 5" <br />TITEN HD (2 PLY) OR (52) <br />16D SINKERS FOR FRAME <br />U <br />MGT <br />3965 <br />3330 <br />22 -1 Od x (1) 5/8" ATR w/ 12" <br />EMBED w/ SIMPSON "SET" <br />EPDXY <br />MUGT15 <br />4175 <br />22 -1 Od x (1) 5/8" ATR w/ 12" <br />EMBED wl USP CIA-7000C <br />EPDXY <br />V <br />(2) LGT2 <br />4060-M 3770-F <br />3500-M 3240-F <br />w/ (32) 16D SINKERS & <br />(14) 1/4" x 2 1/4" TITENS, <br />(2 PLY) OR (28) 16D <br />SINKERS F R FRAM <br />LUGT2 <br />3100-M 4520-F <br />3100-M 3800-F <br />w/ (32) 16D SINKERS & <br />(10) 1/4" x 3" WEDGE- <br />BOLTS (2-PLY) OR (32) 16C <br />SINKER FOR FRAME <br />"X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" <br />Spi 555 535 10 - 10d SPT22 735 8 - 10d <br />SP2 1010 605 12 - 10d SPT24 1090 12 - 10d <br />HCP2 590 555 12-1 Od x 1 1/2" HHCP2 680 570 (20)1 Od x 1-112" <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 THE PLATE OFF OF THE TRUSS. <br />ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) <br />NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 <br />LOADS -- ROOF = L / 360 FLOOR = L / 480 W1 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 DETAIL. <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <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) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED <br />FOR HIP PLANING TRUSSES. R1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS F <br />INTERSECTIONS. SPLICING 1 1102 <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 64" ON A HORIZONTAL PROJECTION. <br />NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS <br />(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM <br />BELOW. TYP. AT INTERIOR BEARING U.N.O. <br />(A) <br />OR 2 PLY <br />ARRIER <br />2 PLY CARRIER t —(A) <br />CONT LEDGER <br />ROOF FRAMING PLAN -A <br />SCALE: )/4"=V-0" <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />C= <br />00 <br />C3 <br />t <br />C-4 <br />Lj_ <br />C= <br />CA -% 9 <br />C'4 <br />W <br />-5- CU <br />r <br />CID <br />CJ 0 <br />2 <br />E <br />Cc 0 <br />1A, OWN <br />_X, <br />_j <br />V. <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition, Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages beadng <br />Engineers signature and seal. <br />0) <br />W <br />CD E <br />C) CY) 8 <br />C� s <br />-0 <br />0 <br />'Do <br />N CD <br />C) t <br />M U_ LU <br />_j <br />Z <br />T <br />C: W - <br />C? - <br />W <br />Z <br />LL <br />04 0 <br />0 1- 0, x <br />0 C� . on <br />Co '_ 0 <br />04 <br />Lo Cl) Z <br />z <br />N <br />< <br />6 <br />0 <br />W <br />W <br />El El <br />(D <br />< <br />V) <br />0 <br />Kai <br />C/, <br />LU <br />U <br />0 <br />U0 <br />Ln <br />U) <br />GNP <br />E <br />i <br />0 <br />< <br />114 <br />di <br />r— <br />co <br />cl� <br />z <br />< <br />ai E <br />qL 0 <br />E <br />0 <br />z <br />Z <br />< <br />0 <br />z <br />C­ E <br />:3 <br />M < -0 <br />0< <br />-0 <br />0< <br />cli M <br />It <br />z <br />U) <br />U) <br />.0 <br />I , <br />0 <br />Z <br />z <br />< <br />z <br />now <br />'0 <br />z <br />(8) <br />C: <br />.L1 CD <br />f2 <br />U-) <br />C.0 <br />CID <br />cc <br />CD <br />,e <br />cc <br />CD <br />Cq <br />L0 <br />r11_ <br />CO) <br />04 <br />04 <br />C) <br />cn <br />C14 (=) <br />L0 <br />r- 04 <br />E <br />c1r) 04 <br />rl- <br />0 <br />CU <br />z <br />C <br />E <br />E <br />CU <br />cc <br />a: <br />0 0 <br />1 0 _j <br />-0 <br />< <br />JOB <br />NO: <br />22-09404 <br />SCALE : <br />AS NOTED <br />SHEEr NO. <br />6.2 <br />ITI j —1 —,T-1-1 _HF-F- FTF7T T. _i, iTF—,-F77-7— -Fi i i� T <br />