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3; <br />:�E <br />40 <br />04 <br />W) <br />Zt4 <br />CN <br />Ln <br />L0 <br />CN <br />LF <br />Ln <br />L0 <br />C11 <br />CN <br />FN I <br />0 <br />CL <br />E <br />;.7-1 <br />C'4 <br />C) <br />lz� <br />C'4 <br />llyv� <br />Cil <br />CJ3 <br />CJ5 <br />CJ5 <br />CJ3 <br />Cil <br />I <br />lz� <br />ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />RSH I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT5 25 ft <br />flND SPEED (ULTIMATE) 1140.0 MPH <br />IIND SPEED (ALLOWABLE) 1108AMPH <br />XPOSURE CATEGORY I C <br />EFFECTIVE WIND PRESSURE AND SUCTION (PSF) <br />WIND AREA VALUE DENOTES PRESSURE <br />(SO FEET) (-) VALUE DENOTES SUCTION <br />AREA ROOF I 2e 2n 2r 3 3e 3r <br />10 HIP -35.94 -49.57 -49.57 -49.57 <br />-38.22 -38.22 -60.99 -60.99 -60.99 -78,587 <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 />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 />SHINGLE: Y16" EXP. 1 CY16) or 1Y32" EXP- 1 (3�116) <br />ILLL 1Y32"EXP. 103116) <br />NOTE: <br />1 . PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %"x 0.113") NAILS <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2Y2"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 />RAFTER W/ BLOCKING @ 16- O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING <br />@ 16- O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS <br />W1 BLOCKING PER NAILING SCHEDULE. <br />HIP ROOF >20 TO 45 DEG. <br />[4:12]-[12:121 <br />a=4ft <br />GABLE ROOF > 20 TO 45 DEG. <br />[4:12]-[12:12] <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 1/2" <br />B <br />HETA16 <br />1810 <br />9 - 10d x 1 1/2" <br />HTA1 6 <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 1/2" <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" SIDS <br />WOOD SCREWS AND (2) <br />1/2" x 5"TITEN HID ACHOR <br />BOLTS <br />RFUS <br />7100 <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 />5/8' ANCH. / (26) 1 Odxl -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 />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" SIDS <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 />(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 -1 6d 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 501 0-F <br />w/ (24) 1/4" x 3" SIDS <br />SCREWS & (8) 3/8"x 5" <br />TITEN HID (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 wl SIMPSON"SET" <br />EPDXY <br />MUGT15 <br />4175 <br />22-10dx(1)5/8"ATRw/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) 160 SINKERS & <br />(114) 1/4" x 2 1/4" TITENS <br />(2 PLY) OR (28) 16D <br />SINKERS FOR FRAME <br />LUGT2 <br />31 00-M 4520-F <br />31 00-M 3800-F <br />w/f3- ")l D SINKERS & <br />(10) 1/4"x 3"WEDGE- <br />BOLTS (2-PLY) OR (32) 16C <br />SINKERS FOR FRAME <br />"X" HTS 20 1310 1 1245 24-1 Od x 1 1/2- HTW20 1530 1285 24-1 Od x 1 1/2" <br />SPI 555 1 535 10 - 10d SPT22 1 735 1 1 8 - 10d <br />SP2 1010 1 605 1 12 - 10d SPT24 1090 12 - 10d <br />HCP2 590 1 555 1 12-1 Od x 1 1/2" HHCP1 680 1 570 (20)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 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 RECI'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 <br />LOADS — ROOF = L 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. <br />FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREAS & 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 CH (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. R 1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />INTERSECTIONS' SPI IONG <br />TO BE STAGGER ED 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 />— bit <br />OR 2 PLY <br />'ARRIER <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />ROOF FRAMING PLAN - ELEV-Al <br />SCALE: Y4"=V-0" <br />00 <br />c, <br />c, <br />Cn C14 <br />Cj_ '14 <br />E <br />C, <br />L) W <br />E <br />C3 <br />C) wt, <br />NN <br />% <br />cK. .1 <br />< <br />AQ. ON <br />c5a <br />P L <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 <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />Iff <br />C14 tM <br />s <br />04 C, % <br />LL U_ W <br />. CL <br />o 52 <br />C'Q 8 - <br />0 <br />W <br />I & <br />A n -T OX <br />W <br />z <br />IL <br />us <br />co <br />Go 0 <br />in z <br />C14 <br />06 <br />z <br />W <br />L) 0 <br />130 <br />CD p �2 <br />C9 <br />< <br />U) <br />V) <br />a) <br />0 <br />0 <br />LU <br />V) <br />C� <br />0 <br />< <br />C10. <br />z <br />__j <br />U_ <br />E <br />8 <br />E <br />0 <br />0, <br />X, <br />z <br />z <br />'0 <br />z <br />.2 <br />tv. <br />�z <br />. �1 <br />z <br />A <br />W <br />.0 <br />z <br />M <br />5 <br />U� <br />E2 <br />3: <br />LO <br />L0 <br />0 <br />co CY) <br />CY) <br />0 <br />M <br />4-J <br />4-d <br />0 <br />0) <br />.0 <br />IZ 0 <br />0 <br />0) <br />04 <br />M <br />-0 <br />C411 <br />LO <br />ce) <br />< <br />E <br />0 <br />z <br />M <br />z <br />C <br />E CN <br />E <br />I <br />M <br />S2 <br />CIL <br />0 0 <br />0 <br />�0 M <br />0 1 <br />a) <br />_j <br />JOB <br />NO <br />23-00518 <br />SCALE : <br />AS NOTED <br />SHEE'r NO. <br />7.2 <br />