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SEE 3/S5 FOR <br />STANDARD <br />GABLE END <br />FRAMING <br />2X TOP PLATE TO — <br />GABLE END W/ 16d <br />NAILS @ 6" O.C. <br />2X4 STUDS @ 24" O.C.- <br />W/ SINGLE BASE & TOP <br />PLATE W/ PLYWOOD <br />SHEATHING COVERING <br />E 15 FALSE BEAM <br />SCALE: 3/4" = 1'-0- <br />STRUCTURAL <br />SHEATHING 7/16" MIN. <br />NAILED W/ 8d COMMONS <br />@3"O.C.@ EDGE &6" <br />O.C. FIELD RUN FULL <br />SHEET FROM BOTTOM <br />OF FALSE BEAM <br />a <br />z <br />Q <br />W <br />2 <br />Cn <br />0 <br />O <br />J <br />n <br />J <br />J <br />U_ <br />GABLE END <br />RSH <br />ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft <br />WIND SPEED (ULTIMATE) <br />140.0 MPH <br />WIND SPEED (ALLOWABLE) <br />108.4 MPH <br />EXPOSURE CATEGORY <br />C <br />EFFECTIVE WIND PRESSURE AND SUCTION (PSF) <br />HIP ROOF >20 TO 27 DEG. <br />WIND AREA (+) VALUE DENOTES PRESSURE <br />(SO FEET) (-) VALUE DENOTES SUCTION <br />[4:12]-[6:12] <br />a=oft <br />AREA ROOF 1 1 2e 2nT 2r 1 3 1 3e I 3r <br />HIP -35.94 -49.57 -49.57 -49.57 <br />10 <br />GABLE -38.22 -38.22 1 -60.99 1 -60.99 -60.99 1 -78.58 <br />----r--- <br />ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE):�O <br />! <br />ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD <br />�, <br />ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />1 <br />ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />j I <br />ROOF SHEATHING: <br />! Q I Q <br />SHINGLE: Y16" EXP. 1 (2Y16) or 1Y32" EXP. 1 (ems) <br />I10 <br />I <br />TILE: 1%3z' EXP. 1 (33,16) <br />r <br />I <br />NOTE: <br />I <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 1Y32", SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS <br />4ft <br />3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER <br />GABLE 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 />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 1 112" <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 />1 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) 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 />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 31/2" <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 -1 Od 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 />V <br />1 (2) LGT2 <br />4060-M 3770-F <br />3500-M 3240-F <br />w <br />LUGT2 <br />3100-M 4520-F <br />3100-M 3800-F <br />w/ 3 16D SINKERS & <br />(2) (2) "X" HTS 20 1310 1245 <br />A A <br />SP1 555 535 <br />r> rn SP2 1010 605 <br />U HrP2 5Q(1 5F5 <br />CJ dm <br />K/yv> <br />CJ3 <br />I <br />r CJ5 <br />I <br />I <br />a <br />X <br />¢ <br />a <br />Q <br />r I <br />¢ <br />¢ <br />a <br />¢ <br />¢ <br />O <br />¢ <br />T <br />/ <br />1 <br />/ 1 <br />1 1 <br />/ 1 <br />� 1 <br />a <br />LILLIL <br />Q <br />Q <br />am <br />m N C7 lL <br />m m m m <br />r <br />I <br />I <br />SIM <br />GE1 <br />_ <br />FG1 <br />It II I 1 18 <br />D1 <br />EJ7 <br />' (2) 2x12 #2 SYP WD. BM. w/ <br />FFLITCH PLATE. BOTT. OF BI <br />SIMPSON HU410 w/ (18) TITEN <br />EJ7 1/4" x 2 3/4" & (10) 1 Od NAILS <br />EJ7 <br />I <br />EJ7 <br />EJ7 <br />EJ7 <br />CJ5 <br />CJ3 <br />y✓� CJ 1 <br />I <br />I <br />I <br />EJ7 <br />I <br />EJ7 <br />EJ7 <br />EJ7 <br />Cz <br />X <br />(2 <br />X <br />EJ7V <br />L—L <br />I) <br />I <br />EJ7VA <br />I) <br />I <br />I <br />cb EJ7VA <br />Q <br />X (2) <br />EJ7VA <br />CJ5V <br />CJ3V <br />CJ1V <br />EJ7V <br />EJ7V <br />EJ7V <br />I <br />EJ7V <br />I <br />I EJ7V <br />EJ7V <br />��� <br />TYP <br />A <br />U U U <br />(2) <br />A <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 />24-10d x 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-10d x 1 1/2" <br />10 -10d <br />SPT22 <br />735 <br />8 -10d <br />12 -10d <br />SPT24 <br />1090 <br />12 -10d <br />12-10d x 1 1/2" <br />HHCP2 <br />680 <br />570 <br />(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 / 480 W/ 3/8" MAX DEFLECTION. <br />1 I FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" <br />OC FOR CARPET AREA'S <br />TYP. BM <br />TO CO. <br />CORNER <br />f/16" OSB <br />A. @ 6'-8" <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 T 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 S0. 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 />1 (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 />WRIER <br />u <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />FRAMING PLAN - ELEV-B1 <br />SCALE: Y4'=1'-0" <br />C <br />0 <br />0 <br />N <br />N <br />`��caaasar��Pp� <br />l.. WKn1- <br />o <br />P.. .," <br />i f <br />N0 pE18" 0 •. � <br />lr: <br />:rr <br />� } : STATJ, <br />L0 R1Ey <br />., <br />• �L` <br />. <br />,1lj�f' 10 N A� <br />still <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 />Residential 7th Edition. Engineer's 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 />� <br />r, <br />sr E ti Go <br />Lo C <br />LL <br />� "o iK W <br />N.! r- rr � - Lu <br />ui�v LL a Y <br />M LL LL a <br />Z <br />0 <br />, io <br />L . _ IN S <br />4O J <br />�. <br />W <br />W <br />�'a N�" <br />P-m <br />rRMRjO' <br />Z <br />L <br />COL <br />N M Z D O <br />z <br />Q�Q <br />do U y <br />U R <br />z N <br />Z <br />z <br />J <br />N <br />Z <br />� <br />� 8 <br />� <br />�U <br />w W <br />O <br />p� <br />W 8 <br />A <br />U � <br />= i <br />¢ <br />o <br />W <br />z <br />J <br />g <br />E <br />w o <br />�z <br />o" <br />¢s <br />zg <br />_ <br />u= <br />o20 <br />o <br />z <br />O E <br />N � <br />S <br />S <br />Mz <br />�� <br />Jo <br />c <br />� <br />y8 <br />Fo <br />Zz <br />z <br />J <br />�b <br />oa <br />aw <br />su <br />s <br />W <br />d <br />w� <br />LL� <br />a <br />mw <br />�¢w¢ <br />ZIG <br />o� <br />U <br />�C:) <br />>� <br />J <br />C <br />rn <br />B <br />m <br />O <br />L <br />c <br />CD <br />N <br />T <br />^ <br />Q <br />CV <br />O <br />o <br />co'r <br />L)� <br />04 <br />c0 <br />Qi <br />r <br />Q <br />2 N <br />r <br />.T� <br />I CD <br />M <br />r <br />T <br />0) <br />E <br />N <br />"' <br />z <br />C <br />E <br />.. <br />a <br />U <br />Q pM <br />3 <br />JOB <br />NO: <br />21-4275 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />