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C" <br />v <br />2 <br />Q <br />rn <br />0 <br />ca <br />2 <br />rn <br />0 <br />0 <br />J <br />N <br />LO <br />I <br />0 <br />co <br />C <br />N <br />0 <br />0 <br />J <br />N <br />0 <br />rn <br />I <br />/ <br />0 <br />co <br />v <br />x <br />rn <br />0 <br />3 <br />a <br />cV <br />O <br />i <br />CL <br />2 <br />E <br />O <br />0 <br />c <br />c <br />fi <br />In <br />0 <br />U <br />v <br />c <br />UI <br />U <br />N <br />O <br />d <br />i <br />a <br />0 <br />U <br />LZ <br />cV <br />0 <br />L <br />Ln <br />a <br />5 <br />a <br />TYP <br />10 <br />2) <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 <_ 25 ft <br />✓IND SPEED (ULTIMATE) 140.0 MPH <br />✓IND SPEED (ALLOWABLE) 108.4 MPH <br />XPOSURE CATEGORY C <br />EFFECTIVE WIND PRESSURE AND SUCTION (PSF) <br />HIP ROOF >20 TO 27 DEG. <br />WIND AREA (+) VALUE DENOTES PRESSURE <br />(SO FEET) (-) VALUE DENOTES SUCTION <br />[4:12]-[6:12] <br />a=oft <br />AREA ROOF 1 2e 2n 2r 3 3e 3r <br />HIP -35.94 -49.57 -49.57 49.57 <br />10 '771d <br />GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 <br />--- �-----------> --- -- <br />ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): <br />O' <br />ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD <br />I <br />ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />I I r I <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 />I <br />(D 0 <br />SHINGLE: 7/6" EXP. 1 (24/6) or 15/32" EXP. 1 (33416) <br />I <br />TILE: 1%2" EXP. 1 (3�"16) <br />I <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Yg' x 0.113") NAILS <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED <br />�a <br />elm� 11011, <br />WITH ASTM F1667 RSRS-03 10d (2%" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS <br />a=oft <br />3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER <br />GABLE ROOF 27 DEG. <br />RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING <br />[4:12)-[6:12] <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 />A <br />CJ1 <br />U <br />U <br />LO M CJ1 <br />U U <br />CJ3 <br />J5 <br />C <br />EJ7 <br />A <br />EJ7 S3 <br />EJ7 I <br />I <br />EJ7 <br />I <br />EJ7 <br />7 I <br />D1 <br />EJ7 <br />(2 <br />X <br />M <br />y✓� U U <br />CJ3 <br />CJ5 <br />I <br />EJ7 <br />I I I I <br />C7 <br />Q <br />M <br />(2) <br />X <br />1 1 <br />Q <br />Q <br />o <br />Q <br />a <br />11 <br />N <br />< <br />�— <br />11 <br />1 1 <br />� 1 <br />j 11 <br />I 1 <br />O <br />a <br />I <br />to <br />III <br />I <br />EJ7 <br />EJ7 <br />EJ7 <br />1 1 1 <br />EJ7A <br />"I <br />EJ7A <br />S3 <br />I <br />I <br />EJ7A <br />� <br />II <br />I <br />I <br />I <br />I <br />J7A <br />Q <br />a <br />a <br />_ <br />a <br />a <br />I <br />II <br />I <br />I <br />EJ7A <br />I <br />I <br />IEJ7A <br />J7A <br />a <br />O¢ <br />N¢ <br />C7 <br />7 <br />J7A <br />o <br />EJ7B <br />W <br />ma <br />D1 <br />lY <br />I <br />EJ7B <br />U <br />0- <br />I <br />I <br />I <br />I <br />I <br />W <br />II <br />I <br />CJ5B <br />0 <br />�C�AJP3A <br />LO <br />MU <br />U <br />(2) \_ A (2) (2) <br />A S3\—OA VOA <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 1 112" <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 1 112" <br />E <br />META20 <br />1450 <br />7 - 10d x 1 1/2" <br />HTA20-18 <br />1625 <br />1 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 1/2% 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 />112" 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) 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" 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 />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 1 112" <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" 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 />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/ (.9Z) IOU JINKtKS to <br />(14) 1/4" x 2 1/4" TITENS <br />(2 PLY) OR (28) 16D <br />SINKERS FOR FRAME <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) 16E <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 />1010 <br />605 <br />12-10d <br />SPT24 <br />1090 <br />12-10d <br />HCP2 <br />1 590 <br />555 <br />1 12-10d x 1 1/2" <br />1 HHCP2 <br />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 (6) TRUSS <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 I 11 C <br />INTERSECTIONS. SPLICING I <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 />(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 />CARRIER <br />2 2 PLY CARRIER (A) <br />x CONT LEDGER <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />FRAMING PLAN — ELEV—Al <br />SCALE: %4"--11-011 <br />i •� <br />•• <br />FLp� <br />�i <br />l4 rulC �•J•�'IV� <br />rrr'fi((1{[(1111i�� <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 2020 <br />Florida Building Code - <br />Residential 7th Edition, Engineer's signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />Qo <br />CD <br />E 'o 'o <br />co r- # <br />N <br />_ <br />C-:,ry 00 J <br />N 01 W <br />0) � C � J <br />Q� <br />M <br /># LL W <br />e r r J W a <br />N O LL CL - <br />SS >O <br />JLJL LL iL L j <br />Z <br />13 <br />—moo, 0 <br />O <br />1% <br />L co O_ W <br />5 m c14 co Er O J <br />W <br />m <br />rn ofcc) <br />Z <br />LL <br />0 a <br />ZO <br />N M Z ofO <br />U U � cn <br />_ W <br />❑❑❑ <br />o g <br />z <br />N <br />z o � <br />� <br />Q � <br />J <br />r <br />N <br />th <br />N <br />z a <br />CD o <br />� <br />4`• <br />4 -J <br />o .� <br />V <br />O <br />L ! <br />1..0 o <br />C N <br />U <br />�- F <br />_ : a <br />U 0 y <br />c `n Y <br />0 <br />� Q <br />r- <br />o <br />� <br />w <br />z <br />M <br />M <br />� <br />1L <br />> <br />Qo <br />ca_ <br />E O <br />C <br />wZ <br />z a <br />a� <br />@ <br />O <br />�z <br />z <br />O <br />N <br />0', <br />�a <br />a z <br />a <br />oQ <br />c <br />a� � <br />w � <br />m <br />cna <br />p <br />z� <br />z <br />�v <br />�Jz <br />Q� <br />� z <br />O <br />z <br />Q <br />a <br />W <br />¢ <br />wLL <br />¢O <br />z <br />w <br />U <br />a� <br /><< <br />�� <br />o <br />CDCID <br />v <br /><Q <br />aQ <br />�o <br />a <br />°3 <br />N O <br />> L6 <br />O <br />C <br />rn <br />N <br />t0 <br />0 <br />L <br />� <br />0 <br />Q <br />•M <br />/1 <br />Q <br />L.L ,� <br />> <br />o <br />O <br />I— <br />IA1�`1 <br />Q <br />04 <br />VV <br />i <br />co O <br />= 04 <br />J <br />T <br />_ <br />' <br />N LO <br />LO <br />T <br />7 0 <br />� � <br />T <br />O <br />CN <br />M <br />i <br />o <br />Z <br />CU <br />Z <br />=3 <br />E O <br />(n <br />rn <br />a <br />E <br />U _j <br />Q p <br />c <br />JOB <br />NO: <br />21-5012 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />