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ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />RSH <br />CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT15 25 ft <br />JIND SPEED (ULTIMATE) 140.0 MPH <br />JIND SPEED (ALLOWABLE) 108.4 MPH <br />XPOSURE CATEGORY C <br />EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. <br />WIND AREA (+) VALUE DENOTES PRESSURE <br />(SQ FEET) W VALUE DENOTES SUCTION [4:12]-[12:12] <br />a=4ft <br />AREA ROOF 1 2e 2n 2r 3 3e 3r <br />10 HIP -35.94 -49.57 -49.57 -49.57 <br />GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 <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: 7/s' EXP. 1 (24/6) or 1%32" EXP. 1 <br />TILE: '%32' EXP. 1 (3�1'6) <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RS0S-03 10d (2'/z" 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 />W/ BLOCKING PER NAILING SCHEDULE. <br />-rvo il)\ <br />v+ <br />a <br />rn <br />rn <br />LO <br />v <br />0 <br />N <br />rh <br />O <br />J <br />rn <br />0 <br />I <br />N <br />S <br />a <br />LO <br />LO <br />L <br />Cn <br />O <br />Q <br />co <br />ir5 <br />O <br />J <br />Cn <br />N <br />LO <br />N <br />tL <br />0 <br />Cr <br />0 <br />rn <br />Yc <br />L <br />Q <br />N <br />N <br />O <br />a <br />E <br />N <br />E <br />0 <br />L. <br />C7 <br />J <br />N <br />GJ <br />tz <br />y <br />U <br />CS <br />V <br />N <br />O <br />d <br />a <br />a <br />_o <br />J <br />IL <br />0 <br />Ih <br />0 <br />0 <br />0 <br />N <br />O <br />N <br />M <br />0 <br />Q <br />W <br />m <br />v <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 />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 />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 - 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 />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 />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" SDS WOOD <br />SCREWS & (1) 518" ATR <br />—" <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 2 112" 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 />_ <br />V <br />(2) LGT2 <br />4060-M 3770-F <br />3500-M 3240-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 />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) 16 <br />SINKERS FOR FRAME <br />"X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" <br />SP1 555 535 10 - 10d SPT22 735 8 - 10d <br />SP2 1010 605 12-10d SPT24 1090 12-10d <br />HCP2 1 590 555 12-10d x 1 1/2" HHCP2 680 570 (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 1480 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 (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH <br />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. M <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 wOf <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 54" 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 />OR 2 PLY <br />'ARRIER <br />CONT LEDGER .-A) <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />FRAMING PLAN - ELEV-Al <br />SCALE: N'=1'-0" <br />e*7 <br />cv <br />ev <br />OO _ ,a <br />-a <br />r ao -o <br />� ua <br />a n a <br />a ca4,� <br />m <br />H40 <br />c <br />ats <br />w <br />rm CL <br />c <br />m <br />is <br />� as <br />iw. <br />c E <br />a v <br />C> <br />O <br />N <br />0 <br />♦ • \ v•E r + V 1z <br />Vv <br />N <br />w <br />r •r <br />ST,6, E CF <br />®�✓:.'k <br />e tJ i A <br />�BD��uitp�s <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 Florida Building Code - <br />Residential 7th 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 />Mf <br />W �E 20 04 <br />a 000m 804 00 4 <br />ci [V <br />0 C? en LL u_ <br />i%i rn N <br />M v 2525 0 o_ <br />_ <br />cNi <br />LL <br />5 cn <br />O Z <br />J LL <br />_� 0 0 <br />Z c m 0 <br />—o <br />W0 0 <br />(6N (_O.m J Q <br />W05 Cjl - z <br />W <br />z N Cl) UGH <br />LL <br />�' O U ❑❑❑ <br />Z <br />W <br />M Q <br />Z N f7 <br />O Q <br />Z N <br />z o � <br />Q <br />ti <br />U) <br />M <br />� Z a <br />0 <br />`o <br />W <br />U <br />O W o <br />N Ly N <br />U <br />w <br />zt <br />Q <br />0CD <br />N <br />o <br />w <br />M <br />J <br />z <br />Q <br />L.L <br />Q E <br />¢ <br />zo <br />-o <br />>N <br /><N <br />F= U <br />oLL <br />F� <br />z® <br />Cot0 <br />i� <br />wx <br />00 <br />O¢za <br />O <br />OE <br />z� <br />di <br /><W <br /><wzm <br />z <br />Ww <br />�ma <br />o <br />Y0OZw <br />Wm2 <br />Jrc'Sa <br /><gzZ<$ <br />zcnA N <br />W <br />m <br />¢� <br />Fr <br />O <br />Qz <br />w� <br />�3 <br />>0 <br />�I <br />a <br />C <br />z ¢TUB <br />O <br />C O <br />2 <br />r / <br />LO <br />Of <br />ca <br />L <br />00 <br />co <br />:3 MO <br />(N <br />CT <br />O <br />Y , <br />r <br />(D <br />CV <br />M <br />�T• <br />m L <br />LO <br />U <br />¢I <br />0 co <br />� O <br />O <br />L I_ Cy <br />0) 00 <br />LO <br />r <br />Q M <br />,— <br />M <br />00 <br />o <br />z <br />W <br />z <br />U <br />E N <br />E <br />d <br />U J Q <br />J <br />JOB <br />NO : 23-02469 <br />SCALE : AS NOTED <br />SHEET N0. <br />7 <br />