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ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />RSH I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft <br />/IND SPEED (U TMATE) 140.0 MPH <br />IIND SPEED (Al LOWABLE) 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 />fS0 FEET), (-) VALUE DENOTES SUCTION [4:12]-[12:12] <br />I I I a=4ft <br />/Al-Ir-A muurl I I ze I .2n I zr j 3e jr <br />10 HIP -35.94 -49.57 1 1 -49.57 -j -49.57 t <br />-38.22 -38.22 1 -60.99 1 -60.99 1 1 -60.99 <br />ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): <br />ZONE 1: ASTM F1 667 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 EDGEAND 4" O.0 IN FIELD <br />ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGEAND 4" O.0 IN FIELD <br />ROOF SHEATHING: <br />SHINGLE: Y16" EXP� 1 (2%) or 1V32" EXP. 1 e3/16) <br />!LLL 1%2" EXP. 1 0�/16) <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2%"xO.l 13") NAILS t <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1X32", SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTIVI 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 />-rvm 10N <br />01 <br />LO <br />L0 <br />1W <br />0 <br />�2 <br />Lo <br />L0 <br />C/) <br />:I-_ <br />C) <br />-72 <br />CD <br />C14 <br />L0 <br />LO <br />C-1 <br />t. <br />to <br />E <br />E <br />A' <br />LZ <br />C14 <br />0 <br />LO <br />45 <br />15 <br />C) <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 />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 />10-10dxl 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 />wl (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 />w/(12)WS3WOOD <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) 1 Od 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) 5/8" ATR <br />M <br />VGT - F <br />4940 <br />3555 <br />w/ (16) 1/4" x 3" SDS <br />WOODSCREWSAND <br />HDU4-SDS2.5 wl (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 - 1 Od <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 />30d -1 6d x 3-1/2" <br />R <br />MTS12 <br />99b <br />860 <br />14 - 10d x 1 1/2" <br />MTW12 <br />1195 <br />1005 <br />14-1 Od 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 wl <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" 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 -1 Od x (1) 5/8" ATR wl 12" <br />EMBED w/ SIMPSON "SET" <br />EPDXY <br />MUGT15 <br />4175 <br />22 -1 Od 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 />wl (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 />31 00-M 4520-F <br />31 00-M 3800-F <br />W/ (32) 16D SINKERS & <br />(10) 1/4" x 3" WEDGE- <br />BOLTS (2-PLY) OR (32) 169 <br />SINKERS FOR FRAME I <br />"X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" <br />Spi 555 535 10 - 1 Od SPT22 735 8 - 10d <br />SP2 1010 605 12 - 10d SPT24 1090 12 - 10d <br />HCP2 1 590 1 555 12-1 Od x 1 1/2" HHCP2 1 680 1 570 1 (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 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 />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 O� 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, (6) 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. RI r- f. 01 <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 6-0" ON A HORIZONTAL PROJECTION. <br />NOTE: SEE SHEET DI 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 />2 _j <br />C !O­MffiMI F R <br />F111 <br />ki <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />FRAMING PLAN - ELEV-131 <br />S CAL E: Y4" = 1 '-0 " <br />Cn <br />cl-i <br />C= <br />C1 <br />co <br />Cn 1,2 <br />-22 <br />CU <br />xm <br />Nit, <br />v <br />C <br />L <br />IWO <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 sea] is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineers <br />signature and sea[. <br />9) <br />W <br />E <br />8 <br />0- <br />0 000 a,) <br />=3 Lo <br />to <br />P-- Z <br />N C) <br />CU LL u_ Lcu <br />_j Lu — <br />z <br />9 <br />W =3 C', Y, 12 <br />0 CP <br />W 6 M. <br />L0 CN z < <br />Cl) <br />IL <br />N < Q� 0 <br />0 <br />z 6 <br />U) <br />W 0 El <br />ail <br />< <br />Ln <br />Q) <br />0 <br />4., <br />M LU <br />U <br />0 LU <br />V) <br />E <br />Rig <br />Cl> <br />C-'> <br />U_ <br />ce E <br />E 8 <br />0. <br />E <br />< <br />0 < <br />z0 <br />C.0 <br />t <br />10 <br />10 <br />11 <br />.0 <br />1, <br />0, <br />z <br />z <br />8 <br />2 <br />0 <br />0z <br />0 <br />W <br />I <br />< <br />z <br />CE <br />cl_� <br />0 <br />0 <br />0 <br />0 <br />L0 <br />LO <br />0) <br />cc <br />0 <br />r—L <br />C:) <br />:3 <br />Nt <br />C:) 0 <br />CT 0 <br />0 <br />qr— <br />L) <br />U) -2 <br />En <br />M <br />LO <br />< <br />4-1 0 <br />�_j U_ C') <br />0 <br />0-) <br />_1�e (N <br />U C:) <br />o <br />co Q <br />00 (D <br />0-) <br />LO <br />Cy) <br />< <br />LO <br />0 <br />E <br />F.0 <br />'E <br />6 <br />CU <br />z <br />=1 <br />E cn <br />E <br />0 '0 <br />0 'a <br />< <br />_j <br />JOB <br />NO: 23-06136 <br />SCALE : AS NOTED <br />SHEIET NO. <br />7 <br />U <br />