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L:.dl-iYl,5ttdA'yffk1L61ri'!Ekl.11t•Nl6fARli®�till ®1111111111 iiiiiiiiiiiiiiiiiiiiiillillillillillillillI III[®�ibf••• ,,.4„4 Ilt:...alilii <br />3 <br />2 <br />N <br />LO <br />11,13 <br />v <br />cn <br />S <br />00 <br />N <br />0 <br />J <br />00 <br />00 <br />a <br />I <br />N <br />x <br />a <br />cc <br />P <br />LO <br />12 C, <br />V)) <br />00 <br />N <br />O <br />J <br />00 <br />N <br />0 <br />I <br />t[) <br />L <br />v <br />Cn <br />39 <br />G <br />3 <br />a <br />N <br />c <br />d <br />E <br />Iv <br />(D <br />E <br />c <br />c <br />J <br />y <br />a� <br />t7 <br />F2 <br />U <br />N <br />U <br />N <br />.o <br />i <br />U <br />d <br />z <br />N <br />I <br />Y <br />i <br />0 <br />0 <br />0 <br />d <br />t� <br />R <br />N <br />0 <br />0 <br />a <br />chi <br />0 <br />N <br />CM <br />m <br />0 <br />N <br />CJ1 <br />CJ3 <br />CJ5 <br />CJ5 <br />CJ3 <br />CJ1 <br />ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft <br />/IND SPEED (ULTIMATE) 140.0 MPH <br />/IND SPEED (ALLOWABLE) 108.4 MPH <br />XPOSURE CATEGORY C <br />EFFECTIVE <br />WIND PRESSURE AND SUCTION (PSF) <br />WIND AREA <br />(+) VALUE DENOTES PRESSURE <br />HIP ROOF >20 TO 45 DEG. <br />(SO FEET) <br />(-) VALUE DENOTES SUCTION <br />[4:12]-[12:12] <br />a=oft <br />AREA <br />ROOF <br />1 <br />2e <br />2n <br />2r <br />3 <br />3e <br />3r <br />/ <br />HIP <br />-35.94 <br />-49.57 <br />-49.57 <br />-49.57 <br />10 <br />GABLE <br />-38.22 <br />-38.22 <br />-60.99 <br />-60.99 <br />-60.99 <br />ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): <br />r <br />ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD <br />\� <br />ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />I <br />(' I <br />a I <br />ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />I <br />ROOF SHEATHING: <br />I p1 1 <br />1 10 E <br />SHINGLE: %6" EXP. 1 C%6) or tY32" EXP. 1 (3�116) <br />TILE: 5'32" EXP. 1 (33416) <br />_ <br />I <br />NOTE: <br />I ` <br />, <br />I <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 8" x 0.113") NAILS <br />" <br />U <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1s/2", SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2'h" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS <br />3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER <br />a=oft <br />GABLE 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 />2 J 2 <br />X S6 X <br />+— M ur) <br />0 C) <br />tr) M r <br />77 <br />I <br />I <br />I <br />.. <br />• <br />: <br />\ <br />: <br />Al <br />�—k- <br />I <br />CJ1 <br />CJ3 <br />CJ5 <br />I <br />i <br />I <br />I <br />I <br />I <br />.... <br />. <br />................. <br />W <br />I1771 <br />............. <br />t <br />.. <br />EJ7G <br />... <br />... <br />... <br />... <br />(�c <br />i <br />CD <br />'B2 <br />B1 <br />..... <br />*— <br />* , <br />..... <br />i t <br />—** <br />7­ <br />t <br />Cl)IL <br />Lr) <br />U U 0 <br />v 2 J 2 v <br />u <br />u <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />Q <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 - 10d 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 - 10d x 1 1/2" <br />B <br />HETA16 <br />1810 <br />9 - 10d 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 />1 <br />345 <br />305 <br />8 - 8d x 1 1/2" <br />E <br />META20 <br />1450 <br />7 - 10d x 1 1/2" <br />HTA20-18 <br />1625 <br />1400 <br />10 -10d x 1 1/2" <br />F <br />HHETA20 <br />2120 <br />10 - 10d 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 - 10d x 1 1/2" <br />RT16A <br />1020 <br />1160 <br />9 - 10d x 1 1/78, 8-10d <br />H <br />FGTR <br />4725 <br />3400 <br />w/ (18) 1/4" x 3" SIDS <br />WOOD SCREWS AND (2) <br />1/2" x 5" TITEN HD ACHOR <br />BOLTS <br />RFUS <br />7100 <br />--- <br />w/ (12) WS3 WOOD <br />SCREWS AND (4) 3/4" x 6" <br />WEDGE -BOLTS <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / (26) 10dx1-1/2" <br />HTT5 <br />5795 <br />5l8" 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/ (10) 1/4" <br />X 2 1/2" SIDS WOOD <br />SCREWS & (1) 5/8" ATR <br />M <br />VGT - F <br />4940 <br />3555 <br />w/ (16) 1/4" x 3" SIDS <br />WOOD SCREWS AND <br />HDU4-SDS2.5 w/ (10) 1/4" <br />x 2 1/2" SIDS WOOD <br />SCREWS & (1) 5/8" ATR <br />N <br />LUS26 <br />1165/1060 ** <br />1005/915 ** <br />8 - 10d 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 1/2" <br />HUS28 <br />2950/5090 <br />--- <br />30d -16d x 3-1/2" <br />R <br />MTS12 <br />990 <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 />VGT - M <br />4940 <br />3555 <br />w/ (16) 1/4" x 3" SIDS <br />WOOD SCREWS AND (1) <br />5/8" ATR 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" SIDS <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 />1 3330 122 <br />-10d x (1) 5/8" ATR w/ 12" <br />EMBED w/ SIMPSON "SET" <br />EPDXY <br />MUGT15 <br />4175 <br />22 -10d x (1) 5/8" ATR w/ 12" <br />BE w/ USP A- OC <br />EPDXY <br />V_ <br />(2) LGT2 <br />4060-M 3770-F <br />3500-M 3240-F <br />w/ (32) 16D SINKERS & I <br />LUGT2 <br />3100-M 4520-F <br />3100-M 3800-F <br />w/ (32) 16D SINKERS & <br />(14) 1/4" x 2 1/4" TITENS <br />(2 PLY) OR (28) 16D <br />SINKERS FOR FRAME <br />(10) 1/4" x 3" WEDGE- <br />BOLTS (2-PLY) OR (32) 16C <br />SINKERS FOR FRAME <br />HTS 20 <br />1310 <br />1245 <br />24-10d x 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-10d x 1 1/2" <br />SPi <br />555 <br />535 <br />10 - 10d <br />SPT22 <br />735 <br />8 - 10d <br />SP2 <br />1010 <br />605 <br />12 - 10d <br />SPT24 <br />1090 <br />12 - 10d <br />HCP2 <br />590 <br />555 <br />12-10d x 1 1/2" <br />HHCP2 <br />680 <br />570 <br />(20)10d 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 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. <br />REVISED 12-02-20 <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 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 (6) 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 6-0" ON A HORIZONTAL PROJECTION, <br />NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS <br />1 (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 />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />ROOF FRAMING PLAN - ELEV-Al <br />SCALE: %4'=1'-0" <br />®� O <br />0 co <br />tad <br />f�2y., U N' <br />_ u <br />`V w <br />Zi � S— <br />fp � <br />c2 <br />tTS <br />C <br />_ W > _ <br />( to G `0 <br />5_ <br />>>i_:- <br />f. <br />N <br />O <br />CV <br />N <br />N <br />N <br />O <br />0 <br />yn <br />4y <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 2020 Florida Building Code - <br />Residential An Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />CD <br />W tE 11Co <br />aM �°�4t <br />24N <br />O <br /># J <br />N O u- <br />G �� ins N it � a <br />fA C,4 v u. CL Y <br />.. llJ y <br />Q = <br />-j Lu <br />t L u- <br />J d O <br />s� 0o <br />_Z <br />W � <br />7' Cj a <br />7' LO �N-, Z � D O <br />LLW <br />N Q U -j co <br />OU <br />Z <br />❑❑❑ <br />o g <br />Z <br />� o <br />r <br />V) M <br />O <br />'-J1 V <br />lL <br />T :n <br />LU <br />OLU <br />N a <br />E <br />I <br />L <br />toS <br />N <br />�O <br />w <br />M" <br />o <br />Z <br />� <br />� <br />O <br />E <br />E <br />zO <br />W O <br />zo <br />Q N <br />za <br />o� <br />v <br /><= <br />H res <br />x U <br />° <br />p <br />O <br />o <br />CV <br />as <br />Wz <br />o <br />wZ <br />_Z =3 <br />� <br /><z <br />SE <br />O Y <br />mp <br />0 <br />z LL <br />to <br />Cn <br />O <br />Z O <br />U <br />o <br />l <br />�w <br />COS <br />oLL <br />�w <br />Q Y <br />r3 <br />st- <br />a <br />to <br />V' <br />F� <br />oa <br />zIa <br />ao <br />O_ <br />U 3 <br />� CD <br />_ <br />� <br />> �J" <br />r ' rw7 <br />/ <br />Y J <br />m <br />Q <br />cc <br />N <br />00 <br />O <br />� O <br />CT <br />CD <br />Y <br />flo <br />I <br />N <br />CN <br />.� N <br />LO <br />Q N <br />co <br />N <br />T— <br />E <br />N <br />00 <br />0 <br />Z <br />Z <br />N <br />E d) <br />m <br />c <br />c <br />d <br />E ci <br />U Q p <br />JOB <br />NO: 22-02388 <br />SCALE : AS NOTED <br />SHEET NO. <br />7.2 <br />