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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 HEIGHTS 25 ft <br />WIND SPEED (ULTIMATE) 140.0 MPH <br />WIND SPEED (ALLOWABLE) 108A MPH <br />EXPOSURE CATEGORY C <br />EFFECTIVE <br />WIND PRESSURE AND SUCTION (PSF) <br />HIP <br />ROOF >20 TO 27 DEG. <br />WINDAREA <br />(+) VALUE DENOTES PRESSURE <br />(SQ FEET) <br />(-) VALUE DENOTES SUCTION <br />[4:12]-[6:12] <br />OW4 <br />AREA <br />ROOF <br />1 <br />2e <br />2n <br />2r <br />3 <br />3e <br />3r <br />a=oft <br />HIP <br />-35.94 <br />49.57 <br />-49.57 <br />-49.57 <br />10 <br />GABLE <br />-38.22 <br />-38.22 <br />-60.99 <br />-60.99 <br />-60.99 <br />-78.58 <br />r <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 />r <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 Q <br />SHINGLE: %s" EXP. 1 (2%) or tV32" EXP. 1 (ems) <br />TILE: ly32" EXP. 1 (1/1s) <br />r <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y/g" x 0.113") NAILS <br />r r <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED <br />� <br />,,a <br />-e4 <br />WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.1311 NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS <br />a=4ft <br />3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER <br />GABLE <br />ROOF T] 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 />UPLIFT CONNE <br />MARK SIMPSON STRONG TIE <br />Q <br />CONNECTOR <br />CAI <br />SYP <br />A <br />META12 <br />1420 <br />A (2) <br />(2)META12 <br />1875 (1)PLY <br />1795(2)PLY <br />B <br />HETA16 <br />1810 <br />C <br />H2.5A <br />565 <br />D <br />H3 <br />400 <br />E <br />META20 <br />1450 <br />F <br />HHETA20 <br />2120 <br />G <br />H10A <br />1040 <br />H <br />FGTR <br />4725 <br />HTT5 1 4350 <br />HD3B " 3130 <br />VGT R/L 2225 <br />VGT - F 1 4940 <br />LUS26 <br />1165/1060 <br />HUS26 <br />1320/3235 '* <br />HUS28 <br />1760/4095 " <br />MTS12 <br />990 <br />VGT - M <br />4940 <br />MGT 1 3965 <br />LGT2 <br />SPF FASTENERS ICONNECTOR <br />9-10dx11/2" <br />9 - 10d x 1 1/2" <br />9 - 10d x 1 1/2" <br />535 <br />10 - 8d <br />320 <br />8-8d <br />7 - 10d x 1 1/2" <br />10-10dx11/2" <br />1015 <br />18-10dx11/2" <br />3400 <br />w/ (18)1/4" x 3"SDS <br />WOOD SCREWS AND (2) <br />1/2" x 5" TITEN HD ACHOF <br />BOLTS <br />3740 <br />58" ANCH. / (26) 1 0dx1 -1 /2" <br />3050 <br />5/8" DIA. BOLTS <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 />3555 <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 />1005/915 "" <br />8 - 10d x 3" <br />1335/2820 "" <br />20 -16d x 3 1/2" <br />1720/3125 "" <br />30 -16d x 3 1/2" <br />860 <br />14 -10d x 1 1/2" <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 />730-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 />3330 <br />22 -10d x (1) 5/8" ATR w/ 12" <br />EMBED w/ SIMPSON "SET" <br />EPDXY <br />3240-F <br />USP MANUFACTURING, INC. <br />SYP v1111 I v SPF 1 FASTENERS <br />-10dx11 <br />HTA16 <br />1870 <br />1585 <br />1 10 -10d x 1 1/2" <br />RT7A <br />585 <br />515 <br />10 - 8d x 1 1/2" <br />RT3 <br />345 <br />305 <br />8 - 8d x 1 1/2" <br />HTA20-18 <br />1625 <br />1400 <br />10 - 10d x 1 1/2" <br />HTTA20 <br />2375 <br />11 - 10d x 1 1/2" <br />RT16A <br />1020 <br />1 1160 <br />9 - 10d x 1 1/2% 8-10d <br />RFUS <br />7100 <br />-- <br />w/ (12) WS3 WOOD <br />SCREWS AND (4) 3/4" x 6" <br />WEDGE -BOLTS <br />HTT5 1 5795 1 15/8" ANCH. /(26)10d x1-1/2 <br />TDX2-TZ 1 3295 1 12 - 5/8" DIA. BOLTS <br />JUS26 <br />1000/1080" <br />8 -10d <br />HUS26 <br />2035/3400 <br />--- <br />20 16d x 3-1/2" <br />HUS28 <br />2950/5090 <br />— <br />30d -16d x 3-1/2" <br />MTW12 <br />1195 <br />1 1005 <br />1 14-10d x 1-1/2" <br />MUGT15 1 4175 <br />LUGT2 13100-M 4520-F13100-M 3800-F <br />22 -10d x (1) 5/8" ATR w/ 12" <br />EMBED w/ USP CIA-7000C <br />EPDXY <br />(14) 1/4" x 2 1/4" TITENS <br />(2 PLY) OR (28) 16D <br />SINKERS FOR FRAME <br />(10) 1/4" x 3" WEDGE- <br />BOLTS (2-PLY) OR (32) 16[ <br />SINKERS FOR FRAME <br />"X" <br />HTS 20 <br />1310 <br />1245 <br />24-1Od 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 />1 12 - 10d <br />SPT24 <br />1090 <br />12 - 10d <br />HCP2 <br />590 <br />555 <br />1 12-10d x 1 1/2" <br />HHCP2 <br />680 <br />570 <br />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/ 318" 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. (+) <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 S7 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 />SEE SHEET S7 FOR <br />ROOF FRAMING <br />DETAILS <br />FRAMING PLAN - ELEV-Al <br />SCALE: Y4 "=l'-0" <br />cnt <br />J <br />L <br />n c <br />W 1V <br />f ' <br />�i,�"frrrrftttt4ttt��t��\ <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. 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 />Q <br />W) <br />� J <br />0 <br />LL <br />di <br />('4 CD LL a <br />LL LL <br />ZTa SY <br />V C14 O <br />W <br />��rnrn d <br />Z <br />LW <br />ZN <br />n N Z JJY N 0 <br />06 J co <br />W <br />❑�❑ <br />z <br />z <br />z �p <br />J Y <br />d "7 <br />N <br />V) <br />TU_ <br />z (0 <br />0 <br />U <br />Vi <br />W <br />O <br />r.0 s <br />V) <br />c <br />c <br />chi <br />� <br />J <br />E <br />ffi <br />og <br />�e <br />Q <br />O <br />oa <br />z <br />o ro <br />wg <br />Sao <br />�s <br />zC0C <br />fn C <br />y8 <br />gz <br />az <br />N Ja <br />s� <br />iz <br />° <br />W <br />CQ� <br />>^ 3 <br />�� <br />yW <br />t <br />NJ <br />O <br />12 <br />> Lo <br />0=C <br />L <br />om <br />cm <br />c� <br />.> <br />c <br />N <br />J <br />coCN <br />N <br />C <br />a> <br />r <br />cca N <br />Q) <br />• <br />N <br />O) CO <br />LO <br />r <br />r <br />N <br />rn <br />E_ <br />" <br />Z <br />z <br />a <br />E O <br />E <br />H <br />Iv w <br />L) � <br />Q p <br />JOB <br />NO: <br />20-8087 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />