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I <br />CN <br />cV <br />0 <br />i <br />N <br />r7 <br />Ln <br />F- <br />0 <br />U_ <br />cn <br />0 <br />N <br />N <br />I <br />_o <br />N <br />0 <br />J <br />0 <br />Ln <br />0 <br />Ln <br />M <br />n <br />CD <br />I <br />r� <br />I <br />O <br />N <br />I <br />N <br />Ln <br />F— <br />0 <br />o- <br />N <br />N <br />I <br />r` <br />0 <br />N <br />CD <br />Ln <br />J <br />In <br />0 <br />I <br />ro <br />ro <br />LO <br />cy- <br />I <br />M <br />N <br />i <br />cn <br />tz <br />Q <br />C <br />�O <br />rn <br />N <br />O <br />i <br />C3 <br />E <br />0 <br />E <br />O <br />S <br />a <br />c <br />J <br />d <br />c <br />00 <br />U <br />a� <br />M <br />N <br />0 <br />N <br />Ln <br />\ <br />ai <br />0 <br />0 <br />0 <br />CV <br />O <br />Ln <br />I`(J <br />a3 <br />5 <br />0 <br />Y <br />V) <br />O <br />_ <br />w <br />co <br />a� <br />0 <br />cn <br />I <br />IUNIT-A 1532 <br />54'-4" <br />IUNIT-C 1624 <br />SYMMETRICAL <br />� IUNIT-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 />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 />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(1)PLY <br />1450 (2) PLY <br />7-1Odx11/2" <br />6-16d x 3 1/2" <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 />RT3 <br />345 <br />305 <br />8 - 8d x 1 112" <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 Old <br />H <br />FGTR <br />4725 <br />3400 <br />wl (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) 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"xX SDS WOOD SCREWS & <br />HDU4-SDS2.5 w/ (10)114"x2-112" SDS <br />WOOD SCREWS & (1) 5/8" ATR <br />--- <br />--- <br />M <br />VGT - F <br />4940 <br />3555 <br />-- <br />- <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 - 1Od 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 />16 1/ "x " SDS WOOD SCREWS& <br />(1) 5/8" ATR EPDXIED w/ SIMPSON <br />T (2) LGT3 6570-M 6960-F 4730-M 5010-F & (8) 3/8"xY TITEN HD (2 PLY) or <br />52 16d SINKERS FRAME <br />U MGT -M* 3965 3330 (22)10d x 3" w/ (1) 5/8" ATR w/ 12" MUGT15 4240 3730 (28) 1Od x 3" (1) 5/8" ATR w/ 12" <br />W MGT -F^ EMBED w/ SIMPSON "SET" EPDXY EMBED w/ USP CIA-7000C EPDXY <br />(32)10d x 3.114" SINKERS & 114) TITEN TURBO (32)10d x 3" & (1011/4"xY DEWALT <br />V <br />(2) LGT2 <br />4060-M 4080-F <br />3500-M 3510-F <br />(2 PL> or (60)10d x 3.114" 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)-10d x 1 1/2" <br />HTW20 <br />1355 <br />1140 <br />1 24-1Od x 1 1/2" <br />SP1 <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 - 1 Od x 3" <br />SPT24 <br />1090 <br />12 - 10d x 3" <br />HCP2 <br />590 <br />1 510 <br />12-1 Od x 1 1/2" <br />HHCP2 <br />680 <br />595 <br />(20)1Od 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 (6) 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 (8) 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, (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 />SPLICING <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 />S <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 <_ 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 />WINDAREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. <br />(SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] <br />a=4ft <br />AREA ROOF 1 2e 2n 2r 3 3e 3r <br />10 HIP -35.94 -49.57 -49.57 -49.57 <br />GABLE -38.22 -38.22 1 -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: Y16" EXP. 1 (24/6) or 1632' EXP. 1 (32/6) <br />TILE: 1Y32" EXP. 1 (33/16) <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS <br />Z. WHERE THE SHEATHING THICKNESS IS GREATER THAN t732', SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2Y2" 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: %4'=V-0" CCA 09/24/2020 <br />a=4ft <br />GABLE ROOF > 20 TO 45 DEG. <br />[4:12]-[12:12] <br />e" ; <br />o <br />-a> <br />a> <br />r <br />> W <br />o <br />� s 0 <br />J <br />— � N <br />N C14 s <br />Ln <br />3= W <br />Q, ns CU <br />Off <br />LU <br />W <br />_ <br />0� <br />OPE•S <br />S I OWP,,�hti,�e <br />�rtlllttllit&���I,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 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />•W <br />INA <br />o E <br />C)8 <br />OUj <br />0 <br />:t- <br />t- W N LL LL <br />h <br />uu- <br />m - W <br />a <br />`L <br />J d (7 <br />J LL u CO Z <br />0. <br />Z <br />�' <br />t@ VC�l 0 O <br />7'mNcO m J C <br />W��pj6' <br />z <br />Z <br />IL ;p <br />o of O w <br />LO co z U 0 F=- <br />N <br />Z <br />O ii ❑❑❑ <br />LU <br />M � <br />Z N C7 <br />� o <br />� � Q <br />� N <br />a <br />� <br />N <br />V, <br />0 O <br />LL <br />� <br />LU <br />u�� <br />Ow <br />o <br />N <br />cars <br />�N <br />U) <br />S <br />w J <br />I <br />V =O N <br />Lv 0 <br />0 <br />N <br />I� <br />o <br />M <br />J <br />z �z <br />W <br />Q <br />LL <br />C6 <br />CD-® <br />y <br />zo <br />a <br />TM <br />i N <br />Za <br />� tII <br />so <br />X U <br />�o <br />0O U <br />CD <br />TT <br />d o <br />¢ <br />0 Q <br />�Z <br />ro <br />C <br />m J <br />� <br />m <br />0z <br />Qw <br />Q <br />o <br />Z z <br />Q o <br />U3 <br />a <br />m <br />WLL <br />< 0 <br />w <br />az <br /><F <br />O <br />13; <br />M <br />c C)0 <br />U <br />L <br />rn <br />� <br />CN <br />N <br />�r0 <br />CV <br />Mc <br />Lfi <br />T <br />IL <br />r <br />r <br />CN <br />60 <br />U <br />U) o <br />co^^ <br />V <br />O <br />r <br />r <br />+-+ 0° <br />oo <br />00 <br />CV <br />1--. <br />0 <br />(0 <br />Lf) <br />+-+ <br />M co <br />Lo <br />CN <br />Cfl <br />r <br />M r <br />LO <br />r <br />N <br />ce) <br />0L.i�i Z <br />Z <br />E <br />m <br />0- <br />E <br />U � <br />a ro <br />Q p 1 <br />� <br />a) <br />J <br />JOB NO: 23-05735-05740 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />10.1 <br />I - I. . _ .I i .,,; 1 i. .­14 il&r' fi. _ - <br />