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III <br />TYP <br />11, <br />A <br />A A <br />S3 <br />RSH <br />ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft <br />VIND SPEED (ULTIMATE) <br />140.0 MPH <br />VIND SPEED (ALLOWABLE) <br />108.4 MPH <br />XPOSURE CATEGORY <br />C <br />EFFECTIVE <br />WIND PRESSURE AND SUCTION (PSF) <br />WIND AREA <br />(+) VALUE DENOTES PRESSURE <br />HIP ROOF >20 TO 45 DEG. <br />[4:12]-[12:12] <br />a=oft <br />/ <br />(SQFEET) <br />() VALUE DENOTES SUCTION <br />AREA <br />ROOF <br />1 <br />2e <br />2n <br />2r <br />3 <br />3e <br />3, <br />HIP <br />-35.94 <br />-49.57 <br />-49.57 <br />-49.57 <br />\ ` `�OZONE <br />10 <br />GABLE <br />-38.22 <br />-38.22 <br />-60.99 <br />-60.99 <br />-60.99 <br />-78.58�---------71N, <br />ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): <br />1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELDI <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 />ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />1' <br />ROOF SHEATHING: <br />O <br />SHINGLE: Y6" EXP. 1 CY16) or' Y32' EXP. 1 (33/16) <br />I <br />TILE: 1Y32" EXP. 1 (3�'16) <br />{ { r <br />1 { <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/8" x 0.113") NAILS <br />1 <br />I { I I <br />®I� ?3r 3r} �- I <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2Yz" 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 GABLE <br />a=oft <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 />(2) <br />A <br />U <br />U <br />J 1 <br />CA <br />C") <br />L) LO <br />M <br />U <br />CJ3 <br />LIDU r <br />U CJ3 <br />CJ5 <br />CJ5 <br />III <br />I <br />I <br />EJ7 <br />I <br />EJ7 <br />II <br />I <br />A <br />I <br />EJ7 <br />EJ7 S3 <br />EJ7 <br />EJ7 <br />(2) <br />EJ7 <br />11 <br />11 <br />EJ7 <br />I I I1 <br />I I <br />1 <br />1 7 1 7 11 7 1 <br />� 1 <br />I <br />EJ7A <br />EJ7 <br />IEJ7A <br />A <br />D <br />1 1 <br />1 <br />— — <br />7 <br />D1 I <br />EJ7 <br />S3 <br />I LO <br />IEJ7A Q <br />G <br />G <br />G1 <br />I II <br />I <br />I <br />IEJ7A <br />N C-) 11 <br />All <br />L)0 <br />1 <br />(2 <br />I <br />II <br />EJ7A <br />X CJ31 <br />I <br />II <br />I <br />EJ51 <br />S5 <br />EJ7A <br />i< <br />EJ7A <br />Cl)7 <br />P <br />CJ1 <br />I <br />I <br />D1 <br />EJ7A <br />o <br />EJ7B <br />I " <br />I <br />II <br />EJ51 <br />II <br />I <br />EJ51 <br />EJ7B <br />M <br />II¢ <br />I <br />II <br />CJSB <br />1 <br />EJ51 " <br />���P <br />CJ3A <br />1A <br />��j <br />U <br />Q <br />Q <br />^ <br />a <br />to <br />Q <br />a <br />m <br />¢ <br />m <br />Q <br />Q <br />Q <br />U <br />a <br />Q <br />a <br />Q <br />a <br />Q <br />fD <br />¢ <br />ao <br />Q <br />Q <br />NI <br />a <br />N <br />m <br />m <br />a <br />U <br />M <br />U <br />NCJ1 <br />U <br />U:Lt <br />NCJ3 <br />J <br />o(2) S3 A (2) <br />UPLIFT CONNECTION CROSS-REFERENCE <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 />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 1 112" <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 />RT3 <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 1 112" <br />RT16A <br />1020 <br />1160 <br />9 - 10d x 1 1/2% 8-10d <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/ (12) WS3 WOOD <br />SCREWS AND (4) 3/4" x 6" <br />WEDGE -BOLTS <br />J <br />HTT5 <br />1 4350 <br />3740 <br />5/8" ANCH. / (26) 10dx1-1/2" <br />HTT5 <br />5795 <br />5/8" ANCH. /(26) 10d x1-1/2 <br />K <br />HD313 * <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" SDS WOOD <br />SCREWS & (1) 5/8" ATR <br />M <br />VGT - F <br />4940 <br />3555 <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" SDS 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" SDS <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" 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 -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 />EMBED w/ 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 />1LUGT2 <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) 16 <br />SINKERS FOR FRAME <br />"X" <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 />SP1 <br />555 <br />535 <br />10 - 10d <br />SPT22 <br />735 <br />8 - 10d <br />SP2 <br />1 010 <br />1 605 <br />1 12-10d <br />SPT24 <br />1 1090 <br />1 <br />1 12-10d <br />HCP2 <br />1 590 <br />1 555 <br />1 12-10d x 1 1/2" <br />HHCP2 <br />1 680 <br />1 570 <br />1 (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. 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 />+) <br />(B) <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) 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 11 O <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'-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 />I OR 2 PLY <br />BARRIER <br />x NTLDGER A)CO <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />FRAMING PLAN - ELEV-B1 <br />14 <br />SCALE: "=1'-0" <br />CW* <br />CV <br />o <br />CV <br />� <br />r <br />d a <br />> > W <br />a� o_ <br />Ccc <br />m CV <br />N R C <br />y O 10 <br />a, <br />E <br />n, CD s <br />� 3 � <br />ics y ar ra <br />L c o <br />cc T <br />� c <br />c E <br />rc p <br />M <br />N <br />0 <br />N <br />0 <br />ch <br />0 <br />a`,�90i11d3t;; fl,v <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 <br />Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />Q <br />EE " 2 <br />U <br />v <br />O N N r� <br />Olt <br />M <br />Nnr- LL ul ' <br />a a <br />Q <br />ejrN0 w <br />u: a C <br />13_ <br />J LL <br />0 O <br />0 <br />Z <br />@ o 0 <br />_ @ o <br />_ rr S <br />og-E ¢ m <br />rn <br />W <br />Z <br />LLW <br />—d w <br />N (h Z U U H <br />a <br />U ❑❑❑ <br />Z <br />W <br />z N <br />— o 0 <br />IR <br />Z n <br />Q <br />J <br />n_ jn <br />E3 <br />N <br />z <br />� <br />2 <br />a <br />(� <br />w <br />0 <br />w $ <br />L l� <br />C N <br />d <br />�N <br />En <br />LLJ <br />J <br />— — <br />_ r 8 <br />i <br />ml� <br />� <br />o <br />� <br />N <br />C <br />0 <br />wz <br />CoM <br />Cl) <br />_J <br />� <br />ti <br />E <br />zo <br />zo <br />E O <br />E U <br />z <br />z® <br />❑a <br />X U <br />�< <br />�o <br />°a <br />Z� <br />o <br />Co ro <br />a� <br />az <br />i <br />`n c <br />..o <br />z <br />ms <br />° <br />~°z W <br />v <br />o <br />Zx <br />J <br />a <br /><w <br />�z <br />O < <br />Z <br />Qo <br />O <br />� <br />a <br />or <br /><.1 <br />aZ <br />m <br />o <br />w <br /><a <br />3 <br />°'0 <br />;o <br />v <br />a <br />O- <br />za <br />3 <br />.o <br />c 0 <br />= <br />>� <br />'^ <br />L , <br />m <br />Q <br />0 <br />~ <br />N <br />O <br />Y <br />Y <br />L <br />_M <br />U <br />W <br />m <br />r <br />(n <br />Q <br />O <br />(AlN <br />I <br />C) <br />CT) <br />LO <br />r <br />Q <br />M <br />r <br />CDD <br />m <br />I <br />N <br />M <br />L6 <br />o <br />z <br />z <br />E O <br />E <br />'0ot0 <br />CD <br />a <br />0 _ <br />JOB <br />NO: <br />23-02469 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />