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JUNIT-A 15321 <br />ZD <br />I <br />CN <br />c14 <br />r10 <br />LO <br />C3 <br />V) <br />:t7-' <br />0 <br />_j <br />CN <br />r- <br />LO <br />LO <br />CD <br />I <br />r_0 <br />C14 <br />C.0 <br />-4- <br />C14 <br />LO <br />F__ <br />Cn <br />0 <br />C14 <br />_j <br />Ln <br />CD <br />I <br />Cr) <br />LO <br />C I D <br />r*0 <br />04 <br />Cn <br />4:j <br />0 <br />-0 <br />-0 <br />01 <br />r_0 <br />C'4 <br />C:) <br />C14 <br />0 <br />ca- <br />E <br />0 <br />l- <br />E <br />0 <br />__j <br />.2 <br />0 <br />r 7 <br />C-4 <br />C) <br />Ln <br />C'4 <br />CD <br />C14 <br />LO <br />im <br />77- <br />Cn <br />SYMMETRICAL <br />1UNIT-C <br />[UNIT-C 1624] <br />NOTE: <br />• SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS <br />• SEE SHEET 10 FOR BUILDING ROOF LAYOUT <br />I SPECIAL CONNECTIONS I <br />[S-2]:(2) SIMPSON HTSM16 STRAPS w/ (4) 1/4"x2 1/4" TITENS AND <br />(8) 10dX1 1/2" NAILS ONE TO EACH SIDE OF THE GIRDER. <br />INSTALL GIRDER CONNECTION PRIOR TO TRUSS TO TRUSS <br />BRACKETS. <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 (1) PLY <br />1450 (2) PLY <br />7 - 10d x 1 1/2" <br />6- 16d x 3 112" <br />HTA20 <br />1870 <br />1730 <br />9 - 10d x 1 1/2" <br />A (2) <br />(2)META12 <br />1875(1)PLY <br />1795 (2)PLY <br />10 - 10d x 1 112" <br />14- 16d x 3 112" <br />(2)HTA20 <br />2430 <br />9 - 10d x 1 112" <br />B <br />HETA16 <br />1810 <br />9 - 10d x 1 1/2" <br />HTA16 <br />1870 <br />1730 <br />9 - 10d x 1 1/2" <br />C <br />H2.5A <br />700 <br />615 <br />10 - 8d x 2 1/2" <br />RT7A <br />630 <br />510 <br />10 - 8d x 1 1/2" <br />D <br />H3 <br />400 <br />365 <br />8 - 8d x 2 1/2" <br />RT3 <br />345 <br />305 <br />8 - 8d x 1 1/2" <br />E <br />META20 <br />1450 <br />8 - 10d x 1 1/2" <br />HTA20-1 8 <br />1625 <br />1495 <br />9 - 10d x 1 1/2" <br />F <br />HHETA20 <br />2120 <br />10 - 10d x 1 1/2" <br />HTTA20 <br />1 2375 <br />11 - 10d x 1 1/2" <br />G <br />H10A <br />1040 <br />1015 <br />18 - 1 Od x 1 1/2" <br />RT16A <br />1025 <br />900 <br />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 WOOD SCREWS AND <br />(2) 1/2" x 5" TITEN HD ANCHOR BOLTS <br />RFUS <br />7100 <br />(12) WS3 WOOD SCREWS & <br />(4) 3/4" x 6" WEDGE -BOLTS <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / (26) 10dxl-1/2" <br />HTT45 <br />5795 <br />5/8" ANCH. /(26) 1 Od x2-1/2 <br />HD313 <br />3130 <br />3050 <br />5/8" ANCH./ (2) 5/8" STUD BOLTS <br />TDX2-TZ <br />3295 <br />--- <br />5/8" ANCH./ (2) 5/8" STUD BOLTS <br />L <br />]K <br />VGT R/L <br />2225 <br />1600 <br />(16)1/4"XX SDS WOOD SCREWS & <br />HDU4-SDS2.5 w/ (10) 1/4"x2-1/2" SIDS <br />WOOD SCREWS & (1) 5/8" ATR <br />--- <br />--- <br />M M <br />VGT - F <br />4940 <br />3555 <br />--- <br />--- <br />N <br />LUS26 <br />1165/1150** <br />865/785** <br />8-10dx3" <br />JUS26 <br />1050/1080** <br />840/950** <br />(8)-10dx3" <br />P <br />HUS26 <br />1320/3280** <br />1150/2780** <br />20 - 16d x 3 1/2" <br />HUS26 <br />2045/3400 <br />1640/2990** <br />(20)16d x 3-1/2" <br />Q <br />HUS28 <br />1760/4095 ** <br />1480/3520 <br />30 - 16d x 3 1/2" <br />HUS28 <br />2950/5090 <br />--- <br />30d -1 6d x 3-1/2" <br />R <br />MTS1 2 <br />990 <br />850 <br />14 - 1 Od x 1 1/2" <br />MTW12 <br />965 <br />810 <br />14-1 Od x 1-1 /2" <br />S <br />VGT - M* <br />4940 <br />3555 <br />(16) 1/4"0" SDS WOOD SCREWS & <br />(1) 5/8" ATR EPDXIED w/ SIMPSON <br />SET & 12" MIN EMBEDMENT <br />T <br />(2) LGT3 <br />6570-M 6960-F <br />4730-M 501 O-F <br />(24) 1/4"X2-1/2" 61),'j VVUUU �5UKI:Wti <br />& (8) 3/8"x5" TITEN HID (2 PLY) or <br />(52) 16d SINKERS (a) FRAME <br />U <br />MGT -M* <br />3965 <br />3330 <br />(22)1 Od x 3" w/ (1) 5/8" ATR wl 12" <br />EMBED w/ SIMPSON "SET" EPDXY <br />MUGT15 <br />4240 <br />3730 <br />(28) 1 Od x 3" (1) 5/8" ATR w/ 12" <br />EMBED w/ USP CIA-7000C EPDXY <br />W <br />MGT -F^ <br />`32�10d x 3-1/4" SINKERS & 114) TITEN TURBO <br />(32'11 Od x 3" & (10) 1ANY D EWALT <br />V <br />(2) LGT2 <br />4060-M 4080-F <br />3500-M 3510-F <br />(2PLY)or(60) 10d 0-1/4" SINKERS @FRAME <br />LUGT2 <br />3310-M 4040-F <br />2920-M 3560-F <br />SCREW-BOLTor (64) 10d xY @ FRAME <br />"X" <br />HTS 20 <br />1415 <br />1215 <br />(16)-1 Od x 1 1/2" <br />HTW20 <br />1355 <br />1140 <br />24-1 Od x 1 1/2" <br />Spi <br />555 <br />535 <br />10 - 1 Od x 3" <br />SPT22 <br />735 <br />8 - 10d x 3" <br />SP2 <br />1010 <br />605 <br />12 - 10d x 3" <br />SPT24 <br />1090 <br />12 - 10d x 3" <br />HCP2 <br />590 <br />510 <br />12-1 Od x 1 1/2" <br />HHCP2 <br />680 <br />595 <br />(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 03-14-22 <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 />I <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 POINT <br />SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE <br />TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT <br />TO BE FASTENED W/ (2) - 16d COMMON NAILS OR 0. 128" x 3" GUN NAILS. FASTEN BOTTOM CHORD <br />OF (6) TRUSS TO TOP CHORD (A) CARRIER TRUSS 2x CONT. SCAB SO. PINE wl THE SAME SPECIFIED <br />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 LUMBER <br />(LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING <br />TRUSSES.R1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. <br />QD1 Ir'1K1r_' <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING <br />SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE T-O" 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 />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />RSH IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft <br />WIND SPEED (ULTIMATE) 140.0 MPH <br />WIND SPEED (ALLOWABLE) 108.4 MPH <br />EXPOSURE CATEGORY C <br />r7r-777777 WIND PRESSURE AND SUCTION 1PSF1 <br />WIND AREA VALUE DENOTES PRESSURE H I P ROOF >20 TO 45 DEG. <br />(SQ FEET� (-`1 VALUE DENOTES SUCTION [4:121-[12:121 <br />a=4ft <br />Amr-A rluur I ze 2n zr 3e "I <br />10 HIP -35.94 -49.57 -49.57 -49.57 1 <br />GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 1 <br />ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILIE): <br />ZONE 1: ASTIM 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 F1 667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />ROOF SHEATHING: <br />SHINGLE: Y16" EXP. 1 (2 Y16) or 15/32" EXP. 1 (12/16) <br />TILE: IY32" EXP. 1 ('�'16) <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 IY32", SHEATHING SHALL BE FASTENED <br />�Q 0- k x . I � �Q I IV] F vv f nono-v k X. v I INAI Lo 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 <br />I "� MM �AQAW XAII�U 113A KIA11 Q MA CKI� =A U A IKI = M [4:12]-[12:12] <br />(W . t� "In <br />_ v 0 0 1,41 <br />W/ BLOCKING PER NAILING SCHEDULE. <br />ROOF FRAMING PLAN - STANDARD (STD <br />& LAKE THOMAS (LT) <br />SCALE: Y4"=V-0" CCA 09/24/2020 <br />C= <br />C%j > LU <br />C= <br />C= C14 <br />CM <br />Cli <br />Cc <br />Uj <br />9 <br />1% <br />CUP <br />ff <br />5: M <br />Lj <br />�5 <br />OWN 71%�'. <br />F_ <br />SF_ <br />v� <br />__j <br />40 <br />4 F k� <br />'?OFESS\ <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 7th Edition. Engineers signature and seal is only for <br />the structural engineering porfions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />11k 't E S <br />8 <br />C, 0 <br />C: <br />0 Zo <br />Ui L0 <br />LU <br />-NO CL CL <br />C0 t <br />Lu -- <br />_j CL �4 CD <br />Cu LL z <br />$A z Co 0 <br />13 <br />z 0 0 <br />�e 9 1.1� <br />i :2 Z� 0 <br />W :3 Ca CN < <br />0 2 T­ <br />W (0 C� z <br />b W 0 <br />z 00 z <br />Lo M < <br />IL <br />a C14 L) <br />�,",M Od 001 <br />z <br />W <br />0- <br />V) <br />Q) C!) <br />C A <br />4--) C/�� <br />LU <br />0 Lij <br />V) 121 <br />05 <br />V) <br />E <br />0 <br />-ICA <br />C.0 <br />z <br />0 <br />'z <br />< <br />U_ <br />E <br />0 <br />E <br />C13 <br />r6 <br />E <br />0 <br />0 < <br />00 <br />0 <br />0, <br />z <br />C.0 <br />0 <br />z <br />It <br />0" <br />z <br />00 <br />C> <br />0 <br />W <br />C0 <br />co <br />< <br />0 <br />.2 C) <br />00 <br />(D <br />7 U <br />cc <br />0) <br />2 <br />ca <br />0-4 <br />(D <br />C_� <br />Cn <br />C0 ILL <br />LO <br />=3 M_ <br />Cr E <br />50 <br />co <br />Cn u <br />L0 <br />M <br />LO <br />CN <br />:D <br />U-) <br />c.6 <br />04 (COY) <br />E <br />0 <br />z <br />ca <br />L0 <br />z <br />E <br />C <br />E <br />0 4-; _0 <br />0 �0 <br />JOB <br />NO: 23-05719-05724 <br />SCALE : AS NOTED <br />SHEE7 NO. <br />10 . 1 <br />T_ 1 11 W 11111TH 7111 1 _T_ <br />