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ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />RSH I <br />CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft <br />VIND SPEED (ULTIMATE) 14' .0 MPH <br />VIND SPEED (ALLOWABLE) 108.4 MPH <br />,XPOSURE CATEGORY <br />EFFECTIVE <br />WIND PRESSURE AND SUCTION (PSF) <br />HIP <br />ROOF >20 TO 27 DEG. <br />WIND AREA <br />VALUE DENOTES PRESSURE <br />(SO FEET) <br />(-) VALUE DENOTES SUCTION <br />[4:12]-[6:12] <br />AREA <br />ROOF <br />1 <br />2e <br />I 2n <br />I 2r <br />I -3-F-3e <br />I 3r <br />a=4ft <br />HIP <br />-35.94 <br />-49.57 <br />� . �57 <br />-49.57 <br />10 <br />- <br />-38.22 <br />-38.22 <br />-60.99 <br />-60.99 <br />-60.99 1 <br />-78.58 <br />r 0 ` A <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 />0 <br />SHINGLE: 7/16" EXP. 1 (24/16) or IY32" EXP. 1 (12116) <br />ELL 1%2" EXP. 1 0�116) <br />NOTE: <br />1 . PER CODE ASTM F1 667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN IY32", SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2Y2x 0.131") NAILS OR ASTM F1667 RSRS-04 (3"x.120") NAILS <br />a <br />#4 <br />3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER <br />GABLE <br />a=4ft <br />ROOF > 20 TO 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 />M� <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />0 <br />SIMPSON STRONG TIE <br />CONNECTOR SYP CAPACITY SPF FASTENERS <br />USP MANUFACTURING, INC. <br />CONNECTOR SYP CAPACITY SPF FASTENERS <br />A <br />META12 <br />1420 <br />9 <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 1 112" <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 />1 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"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 />4350 <br />3740 <br />5/8"ANCH. / (26) 10dxl-1/2" <br />HTT5 <br />5795 <br />5/8" ANCH. /(26) 10d A-1/2 <br />K <br />HD313 <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 />w1(16)1/4"x3"SDS <br />WOOD SCREWS AND <br />HDU4-SDS2.5 W/ (10) 1/4' <br />X 2 1/2" SCIS 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 />x21/2"SDSWOOD <br />SCREWS & (1) 5/8- ATR <br />--- <br />N <br />LUS26 <br />1165/1060 <br />10051915 <br />8 - 10d x 3" <br />JUS26 <br />1000/1080** <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 />0 <br />HUS28 <br />1760/4095 <br />172013125 <br />30 - 16d x 3 1/2' <br />HUS28 <br />2950/5090 <br />30d - 1 6d 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 />14-1 Od x 1-1 /2" <br />VGT-M <br />4940 <br />3555 <br />w/(16)1/4'x3"SDS <br />WOOD SCREWS AND (1) <br />5/8"ATR EPDXIED W/ <br />SIMPSON SET w/ 12" MIN. <br />EMBEDMENT. <br />-S <br />T <br />(2) LGT3 <br />6570-M 6960-F <br />4730-M 501 0-F <br />wl (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 />- <br />U <br />MGT <br />1 3965 <br />3330 <br />22 -1 Od x (1) 5/8"ATR w/ 1 Z' <br />EMBED w/ SIMPSON "SET" <br />EPDXY <br />MUGT1 5 <br />4175 <br />22-10dx(1)5/8"ATRw/12" <br />EMBED w/ USP CIA-7000C <br />IEPDXY <br />I <br />I <br />I <br />i <br />V <br />1 (2) LGT2 <br />4060-M 3770-F <br />3500-M 3240-F <br />w/ (32) 16D SINKERS & <br />LUGT2 <br />31 00-M 4520-F <br />31 00-M 3800-F <br />W/ (32) 16D SINKERS & <br />(14) 1/4"x 2 1/4"TITENS <br />(10) 1/4" x 3" WEDGE- <br />(2 PLY) OR (28) 16D <br />BOLTS (2-PLY) OR (32) 1( <br />SINKERS FOR FRAME <br />SINKERS FOR FRAME <br />A. W/ BLOCKING <br />"X" <br />HTS 20 <br />1310 <br />1245 <br />24-1 Od x 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-1 Od x 1 1/2" <br />Spi <br />1 555 <br />1 535 1 <br />10 - 10d <br />SPT22 <br />735 <br />8 - 10d <br />SP2 <br />1010 <br />1 605 1 <br />12 - 10d <br />SPT24 <br />1090 <br />12 - 10d <br />HCP2 1 <br />590 <br />1 555 1 <br />12-1 Od x 1 1/2' <br />HHCP2 <br />680 <br />570 <br />(20)10d 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 RECI'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 />IMPSON MGT w/ (22) 0.148 <br />3- & HDU4-SDS2.5 (10) 1/4' <br />2 1/2"SDS WOOD SCREWS <br />FLOOR JOIST SPACING SHALL BE MAX OF 19.2"OC FOR HARDWOOD & TILE AREA'S & 24" <br />OC FOR CARPET AREA'S <br />(1) 5/8' ATR. <br />DROP HIP DETAIL <br />! STORY <br />(2) <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 TGUN <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 <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 />17 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM <br />BELOW. TYP. AT INTERIOR BEARING U.N.O. <br />___j1_ <br />(A) <br />OR 2 PLY <br />'ARRIER <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />ROOF FRAMING PLAN <br />SCALE: Y4"=1'-0" I <br />N L E Vvk <br />I* <br />...... 01. <br />E N <br />No P 8750 <br />44 <br />S t OF 411 <br />x� <br />4 0 R <br />'%N P\\- <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 />- <br />Residential 7th Edition. Engineees signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineaes signature and seal. <br />0 <br />W <br />.9 <br />AE <br />8 <br />(8 <br />u� <br />0 <br />o <br />In <br />'A Uj <br />(� r, r- - Lu <br />04 0 LL (L <br />44 <br />4i m v he <br />C i� I: 0. <br />0 <br />W <br />M CV, 0 <br />S1_N(0UL__j <br />83C-0;; M - < <br />z <br />LL <br />'� z _j <br />5i 16 -e 2 �: <br />co W Lo 0 <br />< < !n L) <br />0 L) 0 ZJ 0 <br />0 <br />V-) <br />C,4 <br />4-J <br />(a <br />LL <br />LU <br />U <br />0 <br />LU <br />LLJ <br />< Rl <br />r__ <br />C-n <br />E <br />0 <br />L <br />E <br />M <br />z <br />E <br />0 <br />z <br />C: <br />X <br />C <br />.2 C:) <br />0 <br />(D <br />0 <br />C:) <br />> <br />0 <br />C) <br />CD <br />< <br />> <br />2 <br />C:) <br />a <br />C ca <br />C <br />0 <br />E <br />Lf) <br />0) <br />r--. <br />04 <br />r- <br />LO <br />04 <br />3: c <br />CN <br />0000 <br />E <br />f <br />CD (0 <br />CY) <br />0 <br />z <br />0 <br />E <br />LD <br />0- <br />E <br />0 <br />0 <br />13 <br />JOB <br />NO: <br />21-2023 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7.1 <br />