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�j 11111 J, l�T ill N i'1111pippi'l 1�1�1 po I''I <br />2�'-011 <br />(2) TYP. <br />1__�@ HIP <br />�CICORNERS <br />\E\ <br />TYP. <br />UNO. <br />TYP. <br />LINO, <br />0 <br />TYP. UNO (SEE <br />JJ/S6 FOR STEM <br />WALL OPT.) <br />. . . . . . . . . . . . . . . . <br />. . . . . . . . . . . <br />. . . . . . . . . . . . . . . <br />. . . . . . . . . . . . . . <br />5r <br />_j <br />\E� <br />_j <br />.7 <br />X <br />I—OTYP. LINO <br />9, -4 11 <br />/ � I <br />/ <br />RS ENGIN ERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />H I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft <br />WIND SPEED (ULTIMA7) 140�O MPH <br />WIND SPEED (ALLOWABLE) 108.4 MPH <br />EXPOSURE CATEGORY C <br />EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG, <br />WIND AREA VALUE DENOTES PRESSURE <br />(SCI FEET) VALUE DENOTES SUCTION [4:12]-[12:12] <br />AREA ROOF 1 2e 2r 3 3e r 3r a=4ft <br />P tatl-f /%. <br />10 HIP -35.94 -49.57 -49.57 -49.57 <br />BL <br />GABLE -38.22 -3&22 -60.99 -60.99 60.99 <br />f!OOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r <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 />@I I r <br />ZONE 3 3e 3r: ASTM F1667 RSRS-01 l8d' NAILS r-) 4" 0 C ON EDGE AND 4" 0 C IN FIELD I <br />ROOF SHEATHING: (D <br />SHINGLE: Y16" EXP. 1 C1116) or 1%2" EXP. 103/16) 10 <br />TILE- 1%2" EXP. 1 (1Y16) I <br />NOTE: i <br />1 . PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS So I - -u td <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED <br />WITH ASTM F1 667 RSRS-03 1 Od (21/2" x 0. 131 ") 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 GABLE ROOF > 20 TO 45 DEG. <br />RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] <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 />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 />1 1040 <br />1015 <br />18 - 1 Od x 1 112" <br />RT16A <br />1020 <br />1160 <br />1 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 HID 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) 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" SIDS <br />WOODSCREWSAND <br />HDU4-SDS2.5 W/ (10) 114" <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 />CREWS 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 - 1 Od 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 />(20)16d x 3-1/2" <br />Q <br />HUS28 <br />1760/4095 <br />172013125 <br />30 - 16d x 3 1/2" <br />HUS28 <br />2950/5090 <br />--- <br />30d -1 6d x 3-1/2" <br />R <br />MTS12 <br />990 <br />860 <br />14 - 1 Od 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 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 HID (2 PLY) OR (52) <br />U <br />MGT <br />3965 <br />3330 <br />22 -1 Old x (1) 5/8" ATR w/ 12" <br />EMBED w/ SIMPSON "SET" <br />EPDXY <br />MUGT15 <br />4175 <br />22 -1 Od (1) 5/8" ATR w/ 12" <br />EMBED w/ LISP CIA-7000C <br />EPDXY <br />V <br />(2) LGT2 <br />14060-M 3770-F <br />3500-M 3240-F <br />w/ (32) 1 BID SINKERS & <br />LUGT2 <br />3100-M 4520-F <br />3100-M 3800-F <br />W/ (32) 16D SINKERS & <br />(14)1/4"x2l/4"TITENS <br />(2 PLY) OR (28) 16D <br />SINKERS FOR FRAME <br />(10) 1/4" x 3" VVEDGE- <br />BOLTS (2-PLY) OR (32) 161 <br />SINKERS FOR FRAME <br />"X" <br />HTS 20 <br />1310 <br />1245 <br />24-1 Cd x 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-1 Od x 1 1/2" <br />Spi <br />555 <br />535 <br />10- 10d <br />SPT22 <br />735 <br />8- 10d <br />SP2 <br />1010 <br />605 <br />12- 10d <br />SPT24 <br />1090 <br />12 - 10d <br />HCP2 <br />1 590 <br />1 555 <br />12-1 Od x 1 1/2" <br />HCP2 <br />1 680 <br />1 570 <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. <br />REVISED 12-02-20 <br />LOADS -- ROOF = L / 360 FLOOR = L / 480 W1 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 />(A) <br />OR 2 PLY <br />'ARRIER <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") <br />-.A.— All . 1.1— 1.1-1—lu — ­_­ I <br />k I k�) U 1� 1 —0— � "IQ <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 (-). (B <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, (8) 2x4 SO. PINE #2 OR #2 PT. STICK <br />LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED <br />FOR HIP PLANING TRUSSES. Rl <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CARRIER—J A) <br />INTERSECTIONS SPLICING w/ 2 x CONT LEDGER <br />To BE STAGGER ED 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 />(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM <br />BELOW. TYP. AT INTERIOR BEARING U.N.O. <br />C= <br />rc.2, C.") <br />C14 <br />C:0 L6 <br />CP W <br />.— CJ <br />2 <br />0 %N N <br />0 <br />0 4 <br />00Frs5\ <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 />Engineers signature and seal, <br />14 <br />W <br />'Ir E <br />00 q q <br />04 6 0) <br />0 00 "D R -. <br />Lo C9 10 7) 1 <br />V) I-- _-0 �0 4, <br />CIJ 0 <br />EL Lu <br />, 7� - <br />M LL LL <br />Z CL se <br />(a C to <br />0 5 3: <br />0 <br />(D C'j 0 <br />0 0� 3: <br />W (n C3 <br />z 00 0 <br />a 1.0 <br />M 04 < 0 <br />0 <br />IL <br />W r_1 r_1 <br />CDANM <br />0 <br />L13 <br />Iff I-"% <br />91 <br />U) 2f . <br />0 �5 <br />— <br />4-J cn <br />LU <br />C) <br />0 <br />L <br />V) <br />U-) <br />MINE <br />8 <br />C) Z. <br />0 <br />C.0 <br />0 z <br />U_ <br />c6 E 0 -M <br />co <br />00 <br />.0 <br />CL 0 �i <br />0, <br />E E � <br />,2 1 z <br />0 W <br />z 1,20 1 . I <br />< <br />0 <br />'0 < 0 <br />z <br />>< <br />z C/3 10 <br />02 <br />2 < <br />L� W <br />C-3 <br />W <br />�'z <br />0 <br />co <br />z <br />2 C:) <br />_j <br />> <br />cc <br />0 <br />CY) <br />>F <br />C) <br />< co C) <br />0 <br />U) -2 CN <br />+_j L0 <br />0 2 r1*1 <br />(0 C,4 0 <br />(D C'4 <br />0 0 0 . ) <br />0 LO N LO <br />a) <br />0 <br />E <br />Cz <br />z U) cu <br />E <br />0 <br />0 'a C13 (1) <br />_j < 0 —1 - <br />JOB NO: 22-09401 <br />SCALE : AS NOTED <br />SHEET NO. 6.2 <br />ROOF FRAMING PLAN -A <br />SCALE: Y4"=1'-0" <br />S <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />