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a <br />a+ <br />3 <br />-c� <br />I <br />m <br />v <br />N <br />CO <br />i <br />N <br />rh <br />v <br />'v <br />(n <br />0 <br />0 <br />m <br />O <br />N <br />I <br />_o <br />N <br />J <br />t\ <br />O <br />I <br />CN <br />(V <br />rO <br />a <br />I <br />M <br />N <br />i <br />I <br />d <br />eV <br />GD <br />1 <br />N <br />r'7 <br />v <br />Cr <br />(n <br />0 <br />Q <br />CO <br />0 <br />(ii <br />0 <br />(V <br />J <br />M <br />to <br />CD <br />0 <br />I <br />rn <br />N <br />in <br />0 <br />I <br />N <br />_ <br />0 <br />Cr <br />(J7 <br />y-+ <br />0 <br />U <br />c <br />0 <br />3 <br />rh <br />fV <br />0 <br />N <br />i <br />O <br />a <br />E <br />F2 <br />E <br />a <br />0 <br />c <br />c <br />J <br />c <br />0 <br />v <br />U <br />O <br />J <br />a� <br />LZ <br />r� <br />(V <br />O <br />in <br />N <br />0 <br />a <br />rh <br />(V <br />O <br />LC') <br />N <br />0 <br />Y <br />Cn <br />0 <br />Iil <br />Cn <br />a� <br />v <br />�JUNITAJ53:2] , UNIT-C 1624 FUNIT-C 1624 <br />i <br />SYMMETRICAL <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 />S2 :(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 />p <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 31/2" <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)PL <br />10 -10d x 1 1/2" <br />14- 16d x 3 1/2" <br />(2)HTA20 <br />2430 <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 />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 />R73 <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 />HTA20-18 <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 />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 />1025 <br />900 <br />9 - 1 Od x 1 1/2% 8-1 Od <br />H <br />FGTR <br />4725 <br />3400 <br />w/(1 "x D W AND <br />y 1/2" x 5" TITEN HD ANCHOR BOLTS <br />RFUS <br />7100 <br />1) WS WOOD RE <br />(4)3/4" x 6" WEDGE -BOLTS <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / (26)1 Odx1-1/2" <br />HTT45 <br />5795 <br />5/8" ANCH. /(26)10d x2-1/2 <br />K <br />HD3B * <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 BOL <br />L <br />VGT R/L <br />2225 <br />1600 <br />(16)1/4"0" SDS WOOD SCREWS & <br />HDU4-SDS2.5 w/ (10)1/4"x2-1/2" SDS <br />WOOD SCREWS & (1) 5/8" ATR <br />--- <br />--- <br />M <br />VGT - F <br />4940 <br />3555 <br />N <br />LUS26 <br />1165/1150 ** <br />865/785 ** <br />8 - 10d x 3" <br />JUS26 <br />1050/1080** <br />840/950** <br />(8) - 10d x 3" <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 -16d x 3-1/2" <br />R <br />MTS12 <br />990 <br />850 <br />14 -10d x 1 1/2" <br />MTW12 <br />965 <br />810 <br />14-10d x 1-1/2" <br />S <br />VGT - M* <br />4940 <br />3555 <br />1) 5/8" ATR EPDXIED w/ SIMPSON <br />T (2) LGT3 6570-M 6960-F 4730-M 5010-F & (8) 3/8"x5" TITEN HD (2 PLY) or <br />52 16d SINKERS 0 FRAME <br />U MGT -M* 3965 3330 (22)10d x 3" w/ (1) 5/8" ATR w/ 12" MUGT15 4240 3730 (28)10d x 3" (1) 5/8" ATR w/ 12" <br />W MGT -F^ EMBED w/ SIMPSON "SET" EPDXY EMBED w/ USP CIA-7000C EPDXY <br />3210d x 3-1/4" SINKERS 11141 TITEN TURBO (32110d x 3" & 1101 1/4"x3" DEWALT <br />V <br />(2) LGT2 <br />4060-M 4080-F <br />3500-M 3510-F <br />S2 PLY) or (60)10d x 3.1W SINKERS @ FRAME <br />LUGT2 <br />3310-M 4040-F <br />2920-M 3560-F <br />SCREW -BOLT or (64) 10d x 3" @ FRAME <br />"X" <br />HTS 20 <br />1415 <br />1215 <br />(16)-1Od x 1 1/2" <br />HTW20 <br />1355 <br />1140 <br />24-1Od x 1 1/2" <br />SP1 <br />555 <br />535 <br />10 -10d x 3" <br />SPT22 <br />735 <br />8 - 10d x 3" <br />SP2 <br />1 1010 1 <br />605 <br />1 12 - 10d x 3" <br />SPT24 <br />1 1090 <br />1 <br />1 12 - 10d x 3" <br />HCP2 1 <br />590 1 <br />510 <br />1 12-1 Od x 1 1/2" <br />HHCP2 <br />1 680 <br />1 595 <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 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 />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 (+1- 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 wl (2) -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD <br />OF (B) TRUSS TO TOP CHORD (A) CARRIER TRUSS 2x CONT. SCAB SO. PINE w/ THE SAME SPECIFIED <br />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 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. I )1 O <br />SPLICING Iw <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING <br />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 />(A) <br />OR 2 PLY <br />:ARRIER <br />R 2 PLY CARRIER - A) <br />x CONT LEDGER <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />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 />WIND SPEED (ULTIMATE) 140.0 MPH <br />WIND SPEED (ALLOWABLE) 108.4 MPH <br />EXPOSURE CATEGORY C <br />EFFECTIVE WIND PRESSURE AND SUCTION (PSF) <br />WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. <br />ISO FEET) W VALUE DENOTES SUCTION [4:12]-[12:12] <br />a=4ft <br />AREA ROOF I I I 2e I 2n 2r I3I 3e 3r <br />HIP -35.94 49.57 49.57 49.57 <br />10 <br />GABLE 1 -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 <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 />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 />SHINGLE:'/6" EXP. 1 (24/6) or f %2" EXP. 1 (32/16) <br />TILE: '%32' EXP. 1 (3y6) <br />NOTE: <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 1%32", SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2Yz" x 0.131") NAILS OR ASTM 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 />ROOF FRAMING PLAN - STANDARD (STD <br />& LAKE THOMAS (LT <br />SCALE: Y4 "=1 "-0" CCA 09/24/2020 <br />a=4ft <br />GABLE ROOF > 20 TO 45 DEG. <br />(4:12]-[12:12] <br />eh <br />CV <br />O-' <br />N <br />M <br />O <br />�6,___Uz <br />J <br />oco <br />C eO V N <br />— m K <br />N C W fl <br />coo <br />N O <br />•a o- c <br />CDCJ a <br />°C 3 <br />3 <br />m <br />a . °' <br />m co <br />N O."C <br />C <br />0 0 <br />0 <br />r.. <br />"0%11111111I/1� <br />'�•NSE •,'••. C-1 <br />•�(J <br />' <br />r A„Fy <br />" N <br />d <br />O V *v�\�\ <br />E S S 1 <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 />. <br />Residential 7th Edition. Engineers signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />`t E N <br />N 8 N NoO <br />(� C <br />�__ O � � LL J <br />i 40 � LL <br />7 � <br />W fn r-r-0 LL WC14 ' <br />(D <br />IA 41 rw a a <br />Q i� o y U <br />�LL <br />� z <br />c rn O <br />Z 0� 0 <br />�. N (O m <br />W <br />i0 °'�' °> a <br />W zZ co d IL `� w <br />e`Ov M Z 0 <br />U <br />i O ❑Q❑ <br />W <br />C� 2 <br />z N <br />z � <br />z <br />Q � <br />N <br />In aC1 <br />N <br />Uj <br />0 gQ) <br />��.. <br />Ul " <br />�N m <br />Cn <br />W J <br />I <br />U <br />Q Y <br />0 <br />r <br />Z <br />W <br />3 <br />J <br />O <br />in K <br />E <br />t4° rri <br />r <br />50 <br />i <br />Q <br />w o <br />co E <br />X <br />Q U <br />(i r0 <br />Jz" <br />zE <br />m J <br />wm <br />a <br />aw <br />Z <br />3 <br />ro <br />W <br />T3 <br />m <br />N <br />a� <br />Jw� <br />z Q <br />U S <br />c O <br />O <br />> 00 <br />~ <br />ai <br />rn <br />N <br />N <br />M <br />LICE <br />c T LL <br />CL <br />CV <br />T <br />�._.. <br />1T N <br />V <br />r <br />00 <br />M <br />U U <br />o <br />T <br />m <br />cV <br />T <br />CV <br />F•,- <br />0 c0 <br />LO <br />c7 cM <br />LO <br />�z N <br />CO <br />Q r <br />LO <br />T <br />E <br />c M <br />Z <br />yy <br />E O N <br />N <br />d <br />U J Q Q <br />C <br />J <br />JOB <br />NO: 23-05729-05734 <br />SCALE : AS NOTED <br />SHEET NO. <br />10.1 <br />