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HomeMy WebLinkAboutTruss4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 PHONE: (772) 409-1010 FAX: (772) 409-1020 TRUSS ENGINEERING BUILDER: L 4 C CONSTRUCTION PROJECT:HAMROCK RESIDENCE MODEL: Job# 55561 Lot# Master# _0 Parcel# PREVISIONS: DISTRIBUTION: ApK13, 2013 I 1� pow", Y-3 = A-1 ROOF TRUSSES' A FLORIDA CORPORATION Location Information Contractor / Builder: L&C CONSTRUCTION Project Name: HAMROCK Project Address: HOLIDAY OUT JENSEN BEACH Lot # Block # Model # Subdivision: Design Instructions Design Criteria: ASCE 7-10 Wind: Computer Program Used: MITEK INDUSTRIES Truss Company: Al Roof trusses Ltd Loading Instructions ROOF LOAD Top Chord Live Load 20.0 Top Chord Dead Load 15.0 Bottom Chord Live Load 0.0 Bottom Chord Dead Load 10.0 Total Load 45.0 Duration Factor 1.25 4451 St. Luci Blvd. / Ft. Pierce, FI. 34946 772-409-1010 / 800-525-0126 / 772-409-1020 (fax) Job Number: 55561 Occupancy: SFR County: ST. LUCIE 170 MPH FLOOR LOAD Top Chord Live Load 40.0 Top Chord Dead Load 10.0 Bottom Chord Live Load 0.0 Bottom Chord Dead Load 5.0 Total Load 55.0 Duration Factor 1.0 As witness my seal, I hereby certify that this serves as a cover sheet in conformance with Chapter 61 G15-31 Section 003 of the Florida Board of Professional Regulation. This package includes a truss index sheet and truss drawings. Julius Lee, PE / Florida Certification Number 34869/ 1109 Coastal Bay, Boynton Beach, FL 33435 4/2/2013 s.Sk ��F< i)'" N 34869 STATE OF �"tORIDP •" NM- /111100 1109 COASTAL BAY BOYNTON BC,FL 33435 The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed below and attached. The suitability and use of each component for any particular building is the responsibility of the Building Designer, per ANSI/TPI 1-2002 Section 2 and ANSI/TPINVTCA Section 2. The identity of the structural Engineer of Record did not exist as of the seal date per section 61 G 1 5-31.003(5a) of the Florida Administrative Code. - - A-1 ROOF ,A4# — TRUSSES A FLORIDA CORPORATION 4451 St. Luci Blvd. / Ft. Pierce, FI. 34946 772-409-1010 / 800-525-0126 / 772-409-1020 (fax) The grades of all lumber used in those products manufactured by A-1 Roof Trusses shall be equal to or greater than the grade noted in the:d in the drawings prior to cutting. The design values of visually graded lumber shall be as set forth in particular grading agency publications. To the extente extent published design values are changed,.A-1 Roof Trusses will incorporate such changes for newly permitted projects only. A-1 Roof TrussesTrusses otherwise makes no warranty or representation as to lumber grade of design values.lues. TRUSS TRUSS ID TRUSS TRUSS ID TRUSS TRUSS ID FG01PT A0175974 FT11 FT11PT A0176000 A0176001 B01G A0175945 FG02PT FG03 FG04 A0175975 A0175976 A0175977 B02 A0175946 FT12 FT12PT FT13 A0176002 A0176003 A0176004 B03 B04G A0175947 A0175948 FG05 A0175978 C01G A0175949 FG06 FT01 FT01PT FT02 FT02PT A0175979 A0175980 A0175981 A0175982 A0175983 FT13PT FT14 FT14PT FT15 FT15PT A0176005 A0176006 A0176007 A0176008 A0176009 CO2 CA CJ3 CJ5 CJA A0175950 A0175951 A0175952 A0175953 A0175954 FT03 — FT03PT FT04 FT04PT FT05 FT05PT A0175984 A0175985 A0175986 A0175987 A0175988 A0175989 FT16 FT16PT FT17PT A01G A02 A03 A0176010 A0176011 A0176012 A0175932 A0175933 A0175934 CJB CJC CJD CJF CJG CJH A0175955 A0175956 A0175957 A0175958 A0175959 A0175960 FT06 FT06PT FT07 FT07PT FT08 FT08PT FT09 FT09PT FT10 A0175990 A0175991 A0175992 A0175993 A0175994 A0175995 A0175996 A0175997 A0175998 A04 A05 A06 A0175935 A0175936 A0175937 CJK CA CJM A0175961 A0175962 A0175963 A07 A08 A09 A10 A11 Al2 A13G A0175938 A0175939 A0175940 A0175941 A0175942 A0175943 A0175944 CJN CJO UP CJQ D01G D02 A0175964 A0175965 A0175966 A0175967 A0175968 A0175969 FT10PT A0175999 D03 A0175970 4/2/2013 Julius Lee, PE / Florida Certification Number 34869 Seal Applied to the Right Job Number: 55561 Index Sheet for Drawings * N 34869 W= ,p STATE OF _�� ��� '• FCORIDP • �Cj`�\ SNIA`,�\\\`�. 1109 COASTAL BAY BOYNTON BC,FL 33435 C A-1 ROOF TRU55E5 A FLORIDA CORPORATION 4451 St. Luci Blvd. / Ft. Pierce, FI. 34946 772-409-1010 / 800-525-0126 / 772-409-1020 (fax) The grades of all lumber used in those products manufactured by A-1 Roof Trusses shall be equal to or greater than the grade noted in the drawings prior to cutting. The design values of visually graded lumber shall be as set forth in particular grading agency publications. To the extent published design values are changed, A-1-Roof Trusses will incorporate such changes for newly permitted projects only. A-1 Roof Trusses otherwise makes no warranty or representation as to lumber grade of design values. TRUSS TRUSS ID D04 A0175971 E01G A0175972 E02G A0175973 HJ3 A0176013 HJ7 A0176014 HJA A0176015 HJB A0176016 HJC A0176017 HJD A0176018 J3 A0176019 J6 A0116020 J6A A0176021 J7 A0176022 MV2 A0176023 4/2/2013 Julius Lee, PE / Florida Certification Number 34869 Seal Applied to the Right Job Number: 55561 Index Sheet for Drawings * N 34869 -u �0 STATE OF FCORION.•-' // NlM-I,���• 1109 COASTAL BAY BOYNTON BC,FL 33435 55561 Roof Special Girder 2231#/-1089# 2.60 12 8-1 LOADING(ps) SPACING 2-0.0 TCDL 20.1) Plates Increase 1.25 TCDL 15.0 Lumber Increase 1.25 BCDL 0.0 Rep Stress Ina NO BCDL 10.0 Code FRC2010/TPI2007 LUMBER TOP CHORD 2x4 SYP M 30 •Except• T2: 2x4 SP No.2 BOT CHORD 2x4 SYP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied a 44-9 oc puriins. BOTCHORD Rigid ceiling directly applied or 8-7-1 oc bracing REACTIONS (Ib/size) 2 = 197910-94 (min. 0.1-8) 8 = 175510-8-0 (min. 0-1.8) Max Horz 2 = Max Uplift 46(LC 9) 2 = 8 = -1089(LC 4) Max Grav -961(LC 5) 2 = a 2231(LC 2) 1976(LC 2) FORCES (lb) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-141875/935, 2.2=-344711701, 2-3=6943/3435, -4= 36159/3029, 4-26=-6413/3177, 5-26=6413/3177, 5V-6413/3177, 6-27=-6413/3177, &7=57712844, 7-8=53482618, 8-24=1484/713 BOTCHORD 2-20=-904/1819, 2.16=1611/3236, 2-115=3318/6721, 15-28=331816721, 28-29=3318/6721, 14-29=3318/6721 1430=-2917/6053, 13-30=2917/6053, 12.13=2917/6053,, 12-31=2678/5634, 11-31=2678/5634, 10.11=-2461/5125, 8-10=-2461/5125, 8-25=-682/1430 WEBS 3-15=203/436, 3-14=-756/467, 4-14=172/582, 4-12=-283/518, 5-12=-539/432, 6-12=471/946, 6.11=169/529, 7-11=-096/700 NOTES 1) 2-ply truss to be connected together with 10d (0.1315r3') nails as follows: Tap chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0.9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been Provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Unbalanced mof live loads have been Wind: ASCE 7-10; Vult=� 170mph (3 secandgus) Vasddered for =1132mph; TCDL=S.OpsF BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. lates nless otherwise 7) Plates lchecked for es am MT20 pplus orr minus 0 degree rotation about its center. 8) This buss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3.6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 1089 lb uplift at)oint 2 and 961 to uplift at joint 8. 11)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. Continued on page 2 1-3 4x8 = 1.5x4 II 48 = 3.00112 Scale = 1.39.5 Camber = 5/16 In Yxv - 3x8 MT20H= 3x4 = 1.Sx4 If 3x8 If 3x8 = 3X4 1976#/-961# CSI DEFL In (loc) I/de0 L/d TC 0.53 in 0.28 12 >999 360 PLATES GRIP BC 0.72 Vert(TL) -0.50 12 >586 240 MT20 244/190 WB 0M) HOm(TL) 0.10 8 n/a We MT20H 187/143 (Matrix-M) Weight:2201b FT Ii 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 163 lb down and 169 lb up at 8-11-3, 123 lb down and 1691b UP at 10-9-5, 123 lb down and 169 lb up at 12-9-5. and 123 lb down and 169 lb up at 14-9-5, and 178 lb down and 238 It,up at 16-10-1 on top 10) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Inaease=1.33 Uniform Loads (pi) chord, and 518 Ib down and 2871b up at 4-9-51229lb down and 125lb up at 6-9-5, 69 to down at 8-9-5, 69 lb down at 10-9.5, 69 It, down Vart: 1-2=10, 24=52, 43=29, 63=29, 8.9=161 16-21=.10 at 12.9-5, and 69 lb down at 14.9-5, and 456 lb down and 241 to up at 16.9-5 on bottom chord. The design/selecfion of Horz: 24=-02, 6-8=39. 8-9=26 Concentrated Loads (lb) ' such connection device(s) is the responsibility of others. Vert: 4=101(B) 6=147(B) 15=277(B) 5=124(B) 12=-17 B 1 = LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Inaease=1.25 Uniform Loads (pl) Vert' 1-2=-30, 24=60, 4.6=-60, 6-8=60, 8-9=30, 16.21=-20 Concentrated Loads (Ib) Vert: 4=106(B) 6=119(B)15=457(B) 5-106(B)12=36(B) 11-408(B) 26=106(B) 27=106(B) 28=-201(8) 29=-38(B) 30=-388) 31=38(B) 2) Regular Only: Lumber Inaeas-1.25, Plate Increase=1.25 Uniform Loads (pif) Verb 1-2=30, 24=70, 44i=70, 6-8=70, 8-9=-30, 16-21=-20 Concentrated Loads (IL) Verb 4=-123(B) 6=138(B)15=-518(B) 5=123(B) 12=-38(B) 11=-456(B) 26=123(B) 27=123(8) 28=-229(8) 29=-38(B) 30=-38(8) 31=-38(B) 3) IBC BC Live: Lumber Increas-1.25, Plate Inaease=1.25 Uniform Loads (pit) Vert 1-4=30, 4-6=30, 6-9=30, 16-21=40 Concentrated Loads (lb) Vert: 4=56(B) 6=40(8) 15=378(B) 5=-56(8) 12=69(B) 11=-391(B) 26=-56(B) 27=56(B) 28=151(B) 29=69(B) 30=69(B) 31=-69(B) 4) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pl) Vert: 1-2=-10, 24=52, 4-6=52, 6-8=34, 8-9=21, 16-21=10 Hoe: 24=62 a-R- vw =- "tot is=2N(B) 5=101(B) 12=-17(B) 1 1=221(B) 26=101(B) 27=101(S) 28=115(B) 29=17(B) 30--17(B) 31=17(B) 5) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-10, 24=33, 4-6=52, 6-8=52, 8-9=39, 16-21=10 Harz: 2.4=43, 6-8=62, 8-9=49 Concentrated Loads (lb) Vert: 4=120(B) 6=1o1(B)15=277(B) 5=101(B) 12=17(8) 11=221(B) 26=101(8) 27=101(B)28=115(B)29=-17(B)30=-17(B)31=47(B) 6) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Inaeas-1.33 Uniform Loads (pI) Vert: 1-2=-30, 24=6, 4-6=6, 6-8=-12, 8-9=1, 16-21=20 Horz: 24=-36, 6-8=18, 8-9=31 Concentrated Loads (Ib) Vert:4=146(8) 6=211(B) 15=287(B)5=146(B)12=-7(B)11=241(B)26=146(B) 27=146(B) 28=125(B) 29=-7(B) 30=7(B) 31=-7(B) 7) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Inaease=1.33 Uniform toads (pl) Vert: 1.2=-30, 24=13, 4.6=6, 6.8-6, 8-9=19, 16-21=-2D Harz: 24=-17, 6-8=36, 9-9=49 Concentrated Loads (lb) Vert:4=165(B) 6=193(B) 15=287(B)5=146(B)12=7(B)11=241(B)26=146(8) 27=146(8) 28=125(B) 29=-7(B) 30=7(B) 31=-7(B) 8) MWFRS tat Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pl) Vert: 1-2=-10, 24=52, 4-6=29, 6-8=29, 8-9=16, 16-21=-10 Harz: 24=-62, 6-8=39, 8.9=26 Concentrated Loads (Ib) Vert' 4=101(8) 6=147(B) 15=277(B) 5=124(8) 12=17(B) 11=221(B) 26=124B) 27=124(B) 28=115(B) 29=-17(B) 30=-17(B) 31=-17(B) 9) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pl) Vert: 1-2=-10, 24=29, 4.6=29, 6.8=52, 8.9=39, 16.21=-10 Harz: 24=-39, 6-8=62, 8.9=49 Concentrated Loads (lb) Vert: 4=124(8) 6=124(B) 15=277(B) 5=124(B) 12=178) 11=221B) 26=124(B) 27=124(B) 28=115(B) 29=-17(B) 30=-17(B) 31=-17(B) 27=124(B)28=115(B)29=17(B)30--17(B)31=-17(B) ) 1-221(B)26=124(B) 11) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Inaease=1.33 Uniform Loads (pl) Vert: 1-2-10, 24=29, 44i=29, 63=52, 8-9=39, 16-21-10 Horz:2 =39. fi-8=62, 8-9=49 Concentrated Loads (lb) Vert: 4=124(B)6=124(B) 15=277(B) 5=124(B) 12=17(B) 11=221(B)26=124(B) 27=124(B) 28=1 15(B) 29=-17(B) 30=-17(B) 31=-17(B) 12) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 24=6, 4.6=16, 6-8=16, 8.9=4, 16.21--20 Harz: 2-4=36, 63=14, 8.9=26 Concentrated Loads (lb) Vert: 4=146(B)6=238(8)15=287(8)5=169(B)12=-7(B)11=241(13)26=169(B) 27=169(B)28=125(B)29=-7(B)30=7(B)31=-7(B) 13) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Unit." Loads (pit) Vert: 1-2=-30, 24=16, 4.6=-16, 6-8=6, 8.9=19, 16-21=20 Horz: 24=-14, 6-8=36, 8.9=49 Concentrated Loads (lb) Vert: 4=169(B)6=216(B)15=287(B)5=169(B)12=-7(B)11=241(B)26=169(B) 27=169(B)28=125(B)29--7(8)30=7(B)31=-7(8) 14) Live Only. Lumber Inaease=0.90, Plate Increase=0.90 Pit, metal=0.9D Uniform Loads (pl) Vert 1-4=-30, 4-0=30, 6-9=-3D, 16-21=-2D Concentrated Loads (lb) Vert: 4=S4(B) 6=-64(B) 15=-276(B) 5=-S4(B) 12=-36(B) 11=262(B) 26=-54(8) 27=54(B) 28=117(B) 29=-36(B) 30=36(8) 31=-36(B) 15) MWFRS Wind Left Positive + Regular. Lumber Inaease=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 24=33, 4-6=33, 6-8=46, 8-9=-7, 16.21=20 Horz: 24=-27, 63=14, 8.9=23 Concentrated Loads (lb) Vert: 4=110(S)6=162(B)15=191(B)5=110(B)12=-7(B)11=160(B)26=110(8) 27=110(S) 28=85(B) 29=7(B) 30=7(8) 31=-7(B) 16) MWFRS Wind Right Positive+ Regular. Lumber Inaeas-1.33, Plate Increase=123 Uniform Loads (pit) Vert 1-2=30, 24=-47, 4-6=33, 6.8=33, 8-9=7, 16-21=20 Horz: 24=-13, 6.8=27, 8-9=37 Concentrated Loads (lb) Verb 4=124(B)6=149(8)15=191(B)5=110(B) 12=-7(B) 1 1=160(B) 26=110(B) 27=110(B) 28=85(8) 29-7(B) 30=7(8) 31=-7(B) 17) MWFRS 1st Wind Parallel Positive+ Regular. Lumber Inaease=1.33, Plate Inaeas-1.33 Uniform Loads (pl) Vert: 1-2=-30, 24=33, 4.6=50, 6-8=50, 8.9=-10, 16-21=20 Horz: 24=-27, 6-8=10, 8-9=20 Concentrated Loads (Ib) Vert, 4=110(B)6=183(B)15=191(B)5=127(B)12=-7(B)11=160(B)26=127(B) 27=127(B) 28-85(B) 29=7(B) 30=7(B) 31=-7(8) 18) MWFRS 2nd Wind Parallel Positive + Regular. Lumber Inaease=1.33, Plate Inaease=1.33 Uniform Loads (pl) Vert: 1-2=-30, 24=50, 4-0=50, 6-8=33, 8.9=7, 16.21=20 Harz: 24=-10, 6.8=27, 8-9=37 Concentrated Loads (lb) Vert 4=127(8)6=166(B)15=191(B)5=127(B)12=-7(B)11=160(B)26=127(B) 27=127(8) 28=85(B) 29=7(B) 30=7(B) 31=-7(B) 19)1st unbalanced Regular. Lumber Inaease=1.25, Plate Increase=1.25 Uniform Loads (pl) I I i I .. _ . A0175932 55561 A01 G Roof Special Girder 1 LOAD CASE(5) Uniform Loads (plf) VerL 1-2=30, 2-0=60, 4-6=-60, 6-9=30, 16-21=20 Concentrated Loads (lb) Vert: 4=106(B) 6=149(191) 15=-457(3) 5=106(121)12=-38(B) 11=408(B) 26=106(B) 27=106(B) 28=201(B) 29=-38(B) 30=3B(B) 31=38(121) 20) 2nd unbalanced Regular. Lumber Increase=1.25, Plate Increase=125 Untform Loads (plf) Vert: 1-4=-30, 4-6=60, 6-8=-60, 8-9=30, 16-21=20 Concentrated Loads (Ib) Vert 4=136(B) 6=119(B) 15=-457(B) 5=106(B) 12=38(B) 11=408(B) 26=106(B) 27=106(B) 28=201(B) 29=38(B) 30=-38(B) 31=38(B) 21) 3rd unbalanced Regular Only. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pll) Vert: 1-2=-30, 2.4=70, 4.6=70, 6-9=30, 16-21=20 Concentrated Loads (lb) Vert 4=123(B) 6=178(B)15=518(B) 5=123(B) 12=38(B)11=456(B) 26=123(121) 27=123(121) 28=-229(B) 29=38(B) 30=38(B) 31=-38(B) 22)4th unbalanced Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pH) Vert: 14=-30, 4-6=70, 6-8=-70, 8-9=30, 16-21=20 Concentrated Loads (Ib) Vert 4=163(121) 6=138(B)15=518(9) 5=123(B)12=38(B)11=456(B) 26 =123(B) 27=123(B) 28=229(B) 29=38(B) 30=38(B) 31=38(B) A0175933 4x8 = 4x4 = 2.60 F12 Scale = 1:37.8 Camber = 5/16 in 3x6 = 3x8 11 ..a- I I 3x8 = 3x8 1 3x8 MT20H= 3x6 = 1066#/460# LOADING(psf) I SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 15.0 Lumber Increase 1.25 BCLL 0.0 ' Rep Stress Ina YES BCDL 10.0 Code FRC21.10rrP12007 LUMBER TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP N0.2 "Except- B1: 2x4 SYP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-6-2 oc pudins. BOTCHORD Rigid ceiling directly applied or 3-10.11 cc bracing. MiTek recommends That Stabilizers and required cross bracing be installed durin truss erection in accordance with Stabilizer Installation quide. REACTIONS (lb/size) 2 = 94810-94 (min. 0.1.8) 94210-M (min. 0-1.8) Max Harz 2 = -58(LC 13) Max Uplift 2 = 460(LC 8) 7 = -449(LC 9) Max Gray 2 = 1066(LC 2) 7 = 1059(LC 2) FORCES (lb) Max. CompJMax. Ten. -AII forces 250 01b) or less except when shown. TOPCHORD 2-16=-767/602, 2-2=-1 340/991, 2-3=-34012531, 34=2631/1983,4-5=-2479/1891, 5-6=-2549/1892, 6-7=30182311, 7-21=733/412 BOTCHORD 2-17=577/739,2-13=-1004/1365. 2.12=-2378/3275, 11.12=237813275, 10-11=17562510, 9-10=17562510, 7.9=21272869, 7.22=3921704 WEBS 3-11=-811/656.4-11=-200/317, 5-9=200/364,6-9=508/523 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate dminage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument With any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 460 lb uplift at Joint 2 and 449 lb uplift at joint 7. 9)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=30, 24=-60, 45=60, 5.7=60, 7-8=-30, 13.18=-20 2) Regular Only: Lumber Increase=1.25, Plate Incmase=1.25 Uniform Loads (plf) Vert: 1-2=30, 24=70, 4.5=70, 5.7=-70, 7-8=30, 13.18=-20 3) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-30, 4-5=-30, 5-0=30, 13-18=40 4) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 3x4 = CSI DEFL in (loc) Vdeg Ud TC 0.85 Vert(LL) 0.3511-12 1814 360 BC 0.80 Vert(TL) -0.4311-12 >660 240 WB (fNatri0.4 Horz(rL) 0.09 7 n1a n/a Uniform Loads (pit) Vert 1-2=-10,2-4=88,4-5=B1,5-7=88,7-8=76,13-18=-10 Horz: 24=98, 5-7=98, 7.8=86 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Incmase=1.33 Uniform Loads (plf) Vert: 1-2=-10. 2-4=88, 4-5=81, 5-7.88, 7-8=10, 13.18=10 Harz: 24=-9B, 5-7=9B 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert 1-2=-00, 24=64, 4-5=-57, 5-7=64, 7-8=51, 13.18=-20 Ham: 24=34, 5.7=.34, 7.8=21 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert 1-2=-30, 24=64, 4.5=57, 5.7=64, 7.8=-30, 13-18=-20 Ham: 24=34, 5-7=-34 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=10, 24=52, 4-5=52, 5-7=34, 7-8=21, 13-18=10 Horz: 24=62, 5-7=44, 7.8=31 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=10, 24=33, 4-5=52, 5-7=52, 7-8=39, 13-18=-10 Horz: 24=43, 5-7-62, 7-8=49 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 24=6.4-5=6. 5.7=12, 7-8=1, 13-18=-20 Harz 24=36, 5-7=18, 7-8=31 11) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-30, 24=-13, 4.5=6, 5.7=6, 7.8=19, 13-18=20 Harz: 24=117, 5-7=36, 7-8=49 12) MWFRS 1st Wind Pamilel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plt) Vert: 1-2=10, 24=52, 4-5=29, 5-7=29, 7-8=16, 13-18=10 Horz: 2.412, 5.7=39, 7.8=26 13) MWFRS 2rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plo Vert: 1-2=10, 24=29, 4-5=29, 5-7=52, 7-8=39, 13-18=10 Horz: 24=39, 5-7=62, 7.8=49 14) MWFRS 3rd Wind Parallel: Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 24=52, 4-5=29, 5-7=29, 7-8=16, 13-18=10 ,Horz: 24=62, 5.7=39, 7-8=26 15) MWFRS 4th Wind Parallel: Lumber Incmase=1.33, Plate Increase=1.33 Uniform Loads (plO Vert: 1-2=10, 24=29, 4-5=29, 5-7=52, 7.8=39, 13-18=10 Harz 24=39. 5.7=62, 741=49 16) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plc) Vert: 1-2=-30, 24=6, 4-5=-16, 5.7=-16, 7-8=4, 13-18=-20 Horz: 24=36, 5.7=14, 7.8=26 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 24=16, 4-5=16, 5-7=6, 7-8=19, 13-18=-20 Horz: 24=14, 5-7=36, 7-8=49 18) Live Only Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plo Vert: 14=30, 4.5=-30, 5.8=-30, 13-18=20 19) C-C Wind Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 24=-86, 4-5=80, 5-7=-86, 7-8=46, 13-18=-20 Horz: 24=26, 5.7=26, 7-6=16 20) 2nd C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1 Uniform 24=-86, 4-5=80, 5.7=-86, 7.8=-30, 13-18=-20 Horz: 24=26, 5-7=26 21) MWFRS Wind Left Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 1059#/-449# PLATES GRIP MT20 244/190 MT20H 1871143 Weight101lb FT=O% Uniform Loads (pit) Vert: 1-2=-00, 24=33, 4.5=33, 5.7=-46, 7.8=-7, 13-18=20 Horz: 24=27, 5-7=14, 7.8=23 22) MWFRS Wind Right Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30, 24=47, 45=-33, 5-7=13, 7-B=7, 13-18=20 Horz: 24=13, 5-7=27, 7-8=37 23) MWFRS 1st Wind Parallel Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-30, 24=33, 4-5=-50, 5-7=50, 7-8=-10, 13-18=20 Harz: 24=-27, 5-7=10, 7.8=2D 24) MWFRS 2nd Wind Parallel Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=.30, 24=50, 4-5=-50, S-7=33, 7-8=7, 13-18=20 Harz: 24=-10, 5-7=27, 7-8=37 25)1st unbalanced Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-30, 24=60, 4.5=-60, 5.8=-30, 13-18=20 26) 2nd unbalanced Regular. Lumber Increase=1.25, Plate Increase=125 Uniform Loads (pit) Vert 14=30, 4-5=60, 5.7=60, 7-8�30, 13-18=20 27) 3rd unbalanced Regular Only. Lumber Increase=125, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-2=30, 24=70, 4.5=-70, 5-8=30, 13-18=20 28) 4th unbalanced Regular Only Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (p1f) Vert: 14=-30, 4-5=70, 5-7=-70, 7-8=-30, 13.18=20 I I I I .. _ . A0175934I 55561 A03 Roof Special 1 1 0. 0-Q-0 7-2-3 12-3-9 14-5-13 22-4-3 22,4-5 0-b-2 7-2-3 5-1-5 2-2-4 7-10-7 0-0-2 • v 44 3x4 - �.- ,1 - 1013#/-431# 0-9-13 7-2-3 3.82112 12-3-9 1 14-5-13 Scale = 1:36.1 Camber = 1/4 in 1008#1-413# 21-7-5 22-4-3 7 Io 9-1 9 6-4-6 5-1-5 2-2-4 7-1-9 Plate Offsets (X,Y): 12:04-12,Edgel. 12:0-0-3.1-11.81 14:D-1-14.0-2-0] 16:0.2-15 0-0.21 I6:0.0-2,1-B-41 (9:0-2-12,0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefi Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.93 Vert(LL) 0.29 9-10 >933 360 MT20 244/190 TCDL 15.0 Lumber Increase 125 BC 0.72 Vert(fL) -0.35 9-10 >759 240 BCLL 0.0 Rep Stress Ina YES INS 0.59 Hoa(TL) 0.08 6 nla n1a BCDL I.Code FRC2010rP12007 (Matrix-M) Weight: 91 lb FT = 0 LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except' B7: 2x4 SYP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 2.2.0 oc pudins. BOTCHORD Rigid ceiling directly applied or 4-1-2 oc bracing. F'recommends that Stabilizers and required cross bracing be installed Tnq truss erection in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2 = 901/0-94 (min.0-1-8) 6 897/M-0 (min. 0.1-8) Max Horz 2 = -63(LC 13) Max Uplift 2 = 431(LC 8) 6 = -413(LC 9) Max Grav 2 = 1013(LC 2) 6 1008(LC 2) FORCES (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-14=-7501585, 2-2=-12551929, 2-0=3132/2345, 34=2227/1692, 4-5=2180I1687, 5-0=2690/1997, 6.19=-1016/858 BOTCHORD 2-15=-561f723,2-11=-94611282,2-10=-218513006, 9-10=2185/3006, 8.9=18032526, 6.8=18022632, 6-20=-821/977 WEBS 3-9=9681789, 4-9=574/825, 5-9=-678/552 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.OpsF BCDL=S.Opsf; h=25ft; Cat. II; Exp C; End., GCpl=0.18; MWFRS (envelope) and C-C Extedor(2) zone; can8lever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Plates checked for a plus or minus 0 degree rotation about Its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf an the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 431 It, uplift at joint 2 and 413 lb uplift at joint 6. 7)'Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 24=-60, 4-5=-60, 5.6=-60, 6-7=30, 11-16=-20 2) Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 24=-70, 4-5=70, 5-6=70, 6-7=30, 11-16=-20 3) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pil) Vert: 14=-30, 4-5=-30, 5-7=30, 11-16=40 4) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 24=88, 4.5=88, 5.6=88, 6-7=76, 11-16=10 Harz: 24=-98, 4-5=9B, 5-6=9B, 6-7=86 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-10, 24=88, 4-5=88, 5-0=88, 6-7=10, 11-16=10 Ham: 24=98, 4-5=98, 5-6=98 6) C-C Wind Positive: Lumber increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-2=-30, 24=64, 4.5=-64, 5.6=64, 6.7=-51, 11-16=-20 How 24=34, 4-5=-34, 5-6=34, 6-7=21 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30, 2.4=64, 4-5=-64, 5-6=64, 6-7=-00, 11-16=20 Harz: 24=34, 4-5=44, 5-6=34 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-10, 24=52, 4-5=36, 5-6=34, 6-7=21, 11-16=10 Horz: 24=-62, 4-5=46, 5-6=44, 6-7=31 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-10, 2-4=33, 4-5=52, 5-0=52, 6-7=39, 11-16=-10 Horz: 24=-43, 4.5=62, 5.6=62, 6.7=49 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 24=6, 4.5=-10, 5-0=12, 6.7=1, 11-16-20 How 24=36, 4.5=20, 5.6=18, 6-7=31 11) MWFRS Wind Right Positive; Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plo Vert: 1-2=30, 24=13, 4-5--6, 5-6=6, 6-7=19, 11-16=20 How 24=17, 4-5=36, 5-6=36, 6.7=49 12) MWFRS 1st Wind Parallel: Lumber Increase=123, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 24=52, 4.5=29, 5.6=29, 6.7=16, 11=16=10 Horz: 24=-62, 4-5=39, 5-6=39, 6-7=26 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 24=29, 4.5=52, 5-6=52, 6-7=39, 11-16=10 How 24=39, 4-5=62, "=62, 6-7=49 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 24=52, 4-5=29, 5-6=29, 6-7=16, 11-16=10 Harz: 24=-62, 4-5=39, 5-6=39, 6-7=26 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 24=29, 4-5=52, 5.6=52, 6-7=39, 11-16=10 Horz: 24=-39, 45=62, 5-6=62, 6-7=49 16) MWFRS 1st Wind Parallel Positive: Lumber Inuease=1.33, Plate Incress-1.33 Uniform Loads (plf) Vert: 1-2=30, 24=6, 4-5=16, 5-6=-16, 6-7=4, 11-16=-20 How 24=-36, 4-5=14, 5.6=14, 6-7=26 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pif) Vert: 1-2=-30, 24=-16, 4-5=6, 5-6=6, 6-7=19, 11-16=20 How 24=14, 45=36, 5.6=36, 6-7=49 18) Live Only. Lumber Increase=0.90, Plate Increas-0.90 Pit. metal=0.90 Uniform Loads (pit) Vert: 14=30, 4-5=-30, 5-7=30, 11-16=20 19) C-C Wind Positive +Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (oil Vert: 1-2=30, 24=-86, 4.5=86, 5-6=86, 6.7=46, 11-16=20 How 24=26, 4-5=26, 5-6=26, 6-7=16 20) 2nd C-C Wind Positive + Regular. Lumber Idcrease=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30, 24=-86, 4-5=-86, 5-6=-86, 6-7=-30, 11-16=-20 How 24=26, 4-5=26, 5-6=-26 21) MWFRS Wind Left Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert 1-2=-30, 2-4=33, 4-5=-45, 5.6=46, 6-7=7, 11-16=20 How 2-4=-27, 4-5=15, 5-6=14, 6-7=23 22) MWFRS Wind Right Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-2=30, 24=47, 4-5=-33, 5-6=33, 6-7=7, 11-16=-20 How 24=-13, 4-5=27, 5-6=27, 6-7=37 23) MWFRS 1st Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-30, 24=33, 4-5=-50, 5-6=50, 6-7=-10, 11-16=20 Horz: 24=-27, 4-5=10, 5-6=10, 6-7=20 24) MWFRS 2nd Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (oil) Vert: 1-2=-30, 2.4=50, 4.5=-33, 5-6=33, 6-7=7, 11-16=-20 How 24=-10, 4-5=27, 5.6=27, 6.7=37 25)1st unbalanced Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert 1-2=-30, 24=60, 4.5=30, 5.7= 30, 11-16=20 26) 2nd unbalanced Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert 14=-30, 4-5=60, "=-60, 6-7=30, 11-16=20 27) 3rd unbalanced Regular Only. Lumber Increas-125, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 24=70, 4.5=-30, 5.7=30, 11-16=20 28) 4th unbalanced Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 14=-30, 4-5=70, 5-0=70, 6-7=-30, 11-16=20 Special A0175935 2.60 13 1 943#/409# LOADING(psn I 0.0 SPACING 2. TCLL 20.0 Plates Increase 1.25 TCDL 15.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 1 0. 0 Code FRC2D70/TPI2007 LUMBER TOP CHORD 2x4 SP No.2'Except• T2: 2x4 SYP M 30 BOT CHORD 2x4 SYP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-1 oc pudins. BOTCHORD Rigid ceiling directly applied or 5-2-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection In accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2 = 83910-9-4 (min. 0-1-8) 6 = 867/03-0 (min. 0.1-8) Max Horz 2 = Max Uplift -63(LC 13) 2 409(LC 8) 6 = Max Grav 392(LC 9) 2 = 6 943(LC 2) = 974(LC 2) FORCES (Ib) Max. Comp./Max. Ten. - All farces 250 (lb) or less except when shown. TOPCHORD 2-14=-713/557, 2-2=-1142/845, 2-3=27962099, 34=193311466, 4-5=-193911432, 5-6=-1680/1178 BOTCHORD 2-15=534/687, 2-11=66011165, 2-10=-1945267a, 9.10=-19452678, 8-9=1197/1669, 6-8=1094/1580, 6-19=437/555 WEBS 3-9=9211764, 4'9=221/465, 5-8--415/484 NOTES 2) Unbalanced roof live Wind: ASCE 7-10; Vulta1considereds have been 70mph (3 secondgust) Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; End., GCOi 0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 409 It, uplift at joint 2 and 392 lb uplift at joint 6. 7)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Unborn Loads (pit) Vert: 1-2=30, 24=-60, 4.5=60, 5-6=-6016-7=30, 11-16=20 2) Regular Only. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-2=-30, 24=-70, 4-5=70, 5-6=-70, 6-7=30, 11-16=-20 3) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 14=-30, 4-5=30, 5-7=30, 11-16=-40 4) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=-10, 24=88, 4-5=88, 5E=88, 6-7=76, 11.16=10 Horz: 24=98, 4-5=98, 5-fi=98, 6-7=86 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 4x6 = CSI I DEFL in (loc) Udell Ud TC 0.74 Vert(LL) 0.22 9-10 >999 360 BC 0.67 Vert(TL) -0.29 8-9 1868 240 WB 0.56 Homal-) 0.06 6 n/a n/a (Matrix-M) Uniform Loads (pit) Vert 1-2=-10, 2.4=88, 4-5=88, 5-0=88, 6-7=10, 11-16=10 Horz: 24=98, 4-5=98, 5.6=98 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=-30, 24=64, 4-5=-64, 5-6=64, 6-7=-51, 11-16=20 Harz: 24=34, 4.5=-34, 5.6=34, 6-7=21 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=-30, 24=.64, 4-5=-64, 5-6=64, 5-7=-30, 11-16=-20 Harz: 2.4=34, 4.5=-34, 5-6=34 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=10, 24=52, 4.5=36, 5-6=34, 6-7=21, 11-16=-10 Horz: 2-4=-62, 4-5=46, 5-6=44, 6-7=31 9) MWFRS Wind Right: Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2=-10, 24=33. 4-5-52, 5.6=52, 6-7=39, 11-16=10 Harz: 24=43. 4-5=fit, 5-6=62, 6-7=49 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=30, 24=614.5=10, 5-6=-12, 6.7=1, 11.16=-20 Harz: 2-4=-36, 4-5=20, 5-6=18, 6-7=31 11) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 24=-13, 4-5=6, 5-6=6, 6-7=19, 11-16=20 Horz: 24=17, 4-5=36, 5-6=36, 6-7=49 12) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increas-1.33 Uniform Loads (pin Vert: 1-2=10, 24=52, 4.5=29, 5.6=29, 6-7=16, 11-16=10 Harz: 24=62, 4-5=39, 5-6=39, 6-7=26 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2=10, 2-4=29, 4.5=52, 5.6=52, 6-7=39, 11-16=10 Horz 24=39, 4-5=62, 5-6�2, 6-7=49 14) MWFRS 3rd Wind Parallel: Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=-10, 24=52, 4-5=29, 541=29, 6-7=16, 11-16=10 Horz: 24=62, 4-5=39, 5-6=39, 6-7=26 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increas-1.33 Uniform Loads (pin Vert: 1-2=10, 24=29, 4-5=52, 5-6=52, 6-7=39, 11-16=10 Harz: 24=39, 4.5=62, 5.6=62, 6.7=49 16) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=30, 24=6, 4.5=16, 5-0=-16, 6-7=4, 11-16=20 Horz: 24=36, 4-5=14, 5-6=14, 6-7=26 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=30, 24=16, 4.5=6, 5-0=6, 6-7=19, 11.16=20 Horz: 24=14, 4.5=36, 5-6=36, 6-7=49 18) Live Only. Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pin Vert: 14=30, 4-5=30, 5-7=30, 11.16=20 19) C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=30, 24=-86, 4-5=86, 5-6=86, 6-7=46, 11-16=-20 Horz: 24=26, 4.5=-26, 5.6=-26, 6-7=-16 20) 2nd C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=30, 24=-86, 4-5=86, 5-6=-86, 6-7=30, 11-16=-20 Harz: 24=26, 4-5=26, 5.6=-26 21) MWFRS Wind Left Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=30, 24=-33, 4.5=45, 5.6=46, 6.7=7, 11-16=20 Horz: 24=27, 4-5=15, 5-6=14, 6-7=23 Scale = 1:34.1 Camber = 3116 in 3.82112 3x6 = 974#/-392# PLATES GRIP MT20 244/190 Weight: 891b FT=O% 22) MWFRS Wind Right Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 24=47, 4-5=-33, 5.6=33, 6.7=7, 11-16=20 How 2-4=13, 4-5=27, 5-6=27, 6-7=37 23) MWFRS let Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-30, 24=33, 4-5=-50, 5-6=50, 6.7=-10, 11-16=20 Horz: 2-4=27, 4-5=10, 5-6=10, 6-7=20 24) MWFRS 2nd Wind Parallel Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert 1-2=-30, 2.4=-50, 4-5=-33, 5-6=33, 6.7=7, 11-16=-20 Horz: 24=-10, 4-5=27, 5-6=27, 6-7=37 25) 1st unbalanced Regular. Lumber Increase=1.25, Plate Increase=125 Uniform Loads (pin Vert: 1-2=30, 24=60, 4-5=-30, 5-7=30, 11-16=20 26) 2nd unbalanced Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-4=-30, 45=-60, 5-0=-60, 6-7=30, 11-16=20 27) 3rd unbalanced Regular Only. Lumber Increase=125, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-30, 24=70, 4-5=30, 5-7=30, 11.16=20 28) 41h unbalanced Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 14=30, 4.5=70, 5-6=-70, 6-7=30, 11-16=20 719 0- -0 7-2-3 12-3-9 19-3-11 0- -2 7-2-3 5-1-5 7-0-2 3x4 = 901#/-394# 44 ; 1.5x4 II Sx6 = 12-3-9 LOADING(psn SPACING 2-0-0 DEFL in (too) Ildell L/d PLATES GRIP 0.0 TCLL 2Plates Increase 1.25 TC 0.92 Vert(LL) 0.21 7-8 >999 360 MT20 2441190 TCDL 15.0 Lumber Increase 125 BC O.fi4 Vert(TL) -0.27 7-8 >946 240 BCLL 0.0 ' Rep Stress Incr YES WBCSI O.fi3 Hom(TL) 0.07 6 nla n/a BCOL 10.0 Code FRC2D101TPI2007 (Matrix-M) Weight: 78 lb FT - 0% LUMBER TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 SLIDER BRACING TOPCHORD Structural wood sheathing directly applied or 2-2-0 no purlins. BOTCHORD Rigid ceiling directly applied or 4-2.11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed dutruss erection in accordance with Stabilizer Installation guide. REACTIONS (Iblsize) 6= 748/0-8-0 (min. 0.1.8) 2 = 801/0-94 (min. 0-1.8) Max Horz 2 = 78(LC 12) Max Uplift 6 = -322(LC 9) 2 - -394(LC 8) Max Grav 6 = 842(LC 2) 2 = 901(LC 2) FORCES (lb) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-18=-664/514, 2.2=-10971816, 2-3=-262811969, 34=165911273, 4-5=-1670/1256, 5-0=-3761145 BOTCHORD 2-19=494/643, 2-15=783/1031, 2-8-1861/2527, 7.8=1861/2527, 6-7=1048/1497 WEBS 3-7=1036/833, 4-7=212/430 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsh BCDL=S.OpsF, h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent With any other live loads. 5)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 322 lb uplift at joint 6 and 394 lb uplift at joint 2. 7)'Semi-rigid pitchbreaks with fixed heels' Member and fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1.2=30, 24=-60, 4.6=60, 9-15=20 2) Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-2=-30, 24=-70, 4-6=70, 9.15=-20 3) IBC BC Llve: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 14=-30, 4-6=-30, 9-15=40 4) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=-10, 24=88, 4-6=88, 9-15=10 H. 24=98, 4-6=98 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=10, 24=88, 4-6=88, 9-15=-10 Harz: 24=-9B, 4-6=98 6) CC Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 24=64, 4.6=-64, 9-15=20 Horz: 24=34, 4-6=-34 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2=-30, 24=-64, 4-0=-64, 9-15=20 Horz: 24=34, 4-6=-34 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-2=-10. 24=52, 4-6=36, 9-15=-1 D Ham: 24=-62, 4-6=46 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-10, 24=33, 4-0=52, 9.15=-10 Harz: 24=43, 4-6=62 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=-30, 24=6, 4-6=-10, 9-15=20 Horz: 24=36, 4-0=20 11) MWFRS Wind Right Positive : Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 24=-13, 4-6=6, 9-15=20 Harz: 24=17, 4-6=36 12) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 24=52, 4-6=29, 9-15=10 Ho¢ 24=-62, 4.6=39 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase=123 Uniform Loads (pin Vert: 1-2=10, 24=29, 4-0=52, 9-15=10 Horz 24=39, 4.6=62 14) MWFRS 3rd Wind Parallel: Lumber Inarease=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=10, 24=52, 4-0=29, 9-15=10 Horz: 24=-62, 4-6=39 15) MWFRS 4lh Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=10, 24=29, 4.6=52, 9-15=10 Horz: 24=39, 4-6=62 16) MWFRS 1st Wind Parallel Positive: Lumbar Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=30, 24=6, 4-6=-16, 9-15=20 Horz: 24-36, 4.6=14 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=30, 24=-16, 4-6=6, 9-15=-20 Horz 24=14, 4-6=36 18) Live Only. Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pin Vert: 14=-30, 4-0=-30, 9-15=-20 19) C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=-30, 24=-86, 4-6=86, 9-15=-20 Horz 24=26, 4-6=26 20) 2nd C-C Wind Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 24=86. 4-6=86, 9-15=-20 Horz 24=26, 4-6=26 21) MWFRS Wind Left Positive + Regular. Lumber Increase=1.33, Plate Increa-1.33 Uniform Loads (pin Vert: 1-2=-30, 24=-33, 4-6=-45, 9-15=-20 Ho® 24=27, 4-6=15 22) MWFRS Wind Right. Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Scale = 1:307 Camber i = 3116 n 3x10 II 842#/322# Uniform Loads (plf) Vert: 1.2=-30, 24=47, 4-0=-33, 9-15=20 Horz: 24=-13, 4.6=27 23) MWFRS 1st Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 24=33, 4.6=50, 9.15=20 Harz: 24=27, 4-6=10 24) MWFRS 2nd Wind Parallel Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert• 1-2=-30, 24=50, 4-0=-33, 9-15=20 Horz: 24=-10, 4.6=27 25)1st unbalanced Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-30, 24=60, 4-6=-30, 9-15=20 26) 2nd unbalanced Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-30, 4-6=-60, 9-15=-20 27) 3rd unbalanced Regular Only. Lumber Increase=125, Plate Increas-1.25 Uniform Loads (plf) Vert 1-2=30, 24-70, 4.8=-30, 9-15=20 28) 4th unbalanced Regular Only: Lumber Increase=1.25, Plate Increase=125 Uniform Loads (pit) Vert: 14=-30, 4-6=-70, BAS -20 A06 I Roof Special 11 I 1 I A0175937 0- -0 Iu:zlwuuha09(KIyDJnyKKntSOzVSmf-FSVOJ3tyi7nT6C cb�W,uRkr .,2rw8i9zmftA% 7-2-3 12-3-9 7-2-3 5-1-5 18-1-14 5-10-5 3x4 = 858#/-377# LOADING(psf) SPACING 2-0-0 TCLL 20.0 Plates Invease 1.25 TCDL 15.0 Lumber Increase 125 SCLL 0.0 Rep Stress Inv YES BCDL 10.0 Code FRC2D10RPI2007 LUMBER TOP CHORD 2x4 SYP M 30 'Except' T2: 2x4 SP No.2 BOT CHORD 2x4 5P No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP NO2 BRACING TOPCHORD Structural wood sheathing directly applied or 34.11 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 44-2 oc bracing. MITek rewmmends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation uide. REACTIONS (lb/size) 763/0-94 (min. 0-1-8) 8 _ 682IMechanical Max Horz 2 = 94(LC 12) Max Uplift 2 = -377(LC 8) 6 = -286(LC 8) Max Gray, 2 = 858(LC 2) 6 = 768(LC 2) FORCES (Ib) Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.13=551/520, 2-2=1101/818, 2-3=2420/1812, 34=1459/1108, 4-5=1476/1092, 55=-842/694 BOTCHORD 2-14=-503/633,2-10=-739/953,2.9=1749/2335, 8-9=-1749/2335, 7-8=-174912335 WEBS 3-7=1026/840, 4-7=-92/329, 5-7=-756/1107 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vu11=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL-5.Opsf; h=25ft; Cat. ll; Exp C; EnrJ., GCpl=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left exposed ;GC for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Plates checked for a plus or minus 0 degree rotation about Its venter. 4) This truss has been designed for a 10.0 psf bottom chord live load nonwncurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical wnnection (by others) of truss to bearing plate capable of withstanding 377lb uplift at joint 2 and 2861b uplift at joint 6. 8)'Semi-rigid pitchbreaks with fixed heels' Member end fixity m,odel was used in the analysis and design of this truss. LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-30, 24=50, 4-5=60, 6-10=-20 2) Regular Only. Lumber Invease=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=30, 24=70, 4-5=70, 6.10=-20 3) IBC BC Live: Lumber Invease=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 14=-30, 4-5=-30, 6-1D=40 4) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-10, 24=88, 4-5=88, 6-10=10 Horz: 24=98, 4-5=98 5) 2nd C-C Wind: Lumber Invease=1.33, Plate Invease=1.33 1.5x4 II 3x4 = GSI I DEFL in (loc) Udell 'Ud TC 0.81 Vert(LL) 0.17 9 >999 360 BC 0.61 Vert(TL) -0.20 9 >999 240 WB 0.62 H.m(rL) O.D4 6 nla n/a (Matrix-M) Uniform Loads (pit), Vert: 1-2=-10, 2-4=88, 4-5=88, 6-10=10 Horz: 24=98, 4-5=98 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-2=30, 24=64, 4-5=-64, 6-10=20 Horz: 24=34, 4-5=34 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30, 24=64, 4-5=-64, 6-10=20 Horz: 24=34, 4.5=-34 8) MWFRS Wind Left: Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=40, 24=52, 4-5=36, &10=10 Horz: 24=-62, 4-5=46 9) MWFRS Wind Right: Lumber Invease=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=10, 24=33, 4-5=52, 6-10=-10 Horz: 24=43, 4-5=62 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Invease=1.33 Uniform Loads (pit) Vert: 1-2=30, 24=6, 4.5=-10, 6-10=20 Horz 24=36, 4-5=20 11) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Increase=1.33 Unfo, Loads (pit) Vert: 1-2=3"'..4 =-13, 45=6, 6-10=20 Horz: 24=17, 4-5=36 12) MWFRS tat Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plt) Vert: 1.2=10, 24=52, 4.5=29, 6-10=10 Horz: 2-4=62, 4-5=39 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plt) Vert: 1-2=10, 24=29, 4.5=52, 6-10=10 Horz: 24=39, 4-5=62 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p8) Vert: 1-2=10, 24=52, 4-5=29, 6.10=10 Horz: 24=62, 4-5=39 15) MWFRS 4th Wind Parallel: Lumber Increas-1.33, Plate Increa-1.33 Uniform Loads (pit) Vert: 1-2=10, 24=29; 4.5=52, 6-10=10 Horz: 24=39, 4-5=62 16) MWFRS list Wind Parallel Positive: Lumber Increase=1.33, Plate Invease=1.33 Uniform Loads (pit) Vert: 1-2=30, 24=6, 4.5=-16, 6-10=20 Horz: 24=36, 4-5=14 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plt) Vert: 1-2=30, 24=-16, 4-5=6, 6-10=20 Horz: 2-4=14, 4-5=36 18) Live Only. Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pit) Vert: 14=30, 4-5=}90, 6-10=-20 19) C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Invease=1.33 Uniform Loads (pit) Vert: 1-2=-30, 24=86, 4-5=86, 6-10=-20 Horz: 24=26, 4-5=26 20) 2nd C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Invease=1.33 Uniform Loads (pit) Vert: 1-2=-30, 24=-86, 4-5=86, 6-10=20 Horz: 24=26, 4-5=26 21) MWFRS Wind Left Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 24=-33, 4-5=451 6-10=-20 Horz: 24=27, 4-5=15 44 II 3.82112 PLATES GRIP MT20 2441190 Weight: 79lb FT=O% Scale = 1:29.1 Camber= 1/8 In 6 3x6 = 22) MWFRS Wind Right Positive+ Regular. Lumber Increase=1.33, Plate Increas-1.33 Uniform Loads (pit) Vert: 1-2=-00, 24=-47, 4-5=33, 6-10=20 Hoa:24=13, 4-5=27 23) MWFRS tat Wind Parallel Positive + Regular. Lumber Invease=1.33, Plate Increas-1.33 Uniform Loads (pit) Vert: 1-2=-30, 24=33, 4-5=-50, 6.10=20 Horz: 24=-27, 4-5=10 24) MWFRS 2nd Wind Parallel Positive + Regular. Lumber Invease=123, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 24=50, 4-S=-33, &10=20 Horz: 24=-10, 45=27 25) tat unbalanced Regular. Lumber Increase=1.25, Plate Invease=1.25 Uniform Loads (pit) Vert 1-2=30, 24=-60, 45=-30, 6.10=20 26) 2nd unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plt) Vert 14=-30, 4-5=-60, 6-10=-20 27) 3td unbalanced Regular Only: Lumber Invease=1.25, Plate Invease=1.25 Uniform Loads (pit) Vert 1-2=30, 24=70, 4.5=30, 6-10=20 28) 4th unbalanced Regular Only. Lumber Increase=1.25, Plate Invease=1.25 Uniform Loads (pit) Vert 14=30, 4.5=70, 6-10=-20 55561 A07 Roof Special 1 1 A�0175938 1.11 R1eferengc�,e7(octtioyn�a0 1 2p1 �I k gS - � t�B qp �Q p MA �(� 3 �g Al ROOF TRUSSES, FORT PIERCE, FL 34946, Scott Even I D:21 WDUMbg7RIy15Jny�I�nfdZVJn11-F C�/[10J3F�� /fl I (.f31C�eieUKW LRT(JLS W()yLZR1ttWSAZPUOX_ 0- -0 7-2-3 12-3-9 17-0-0 0- -2 7-2-3 5-1-5 4-8-8 Scale = 1:27.4 Camber= 1/8 In 4x4 = d 3.82112 3x4 = - 3x6 11 806#/-357# 12-3-9 17-0-0 LOADING(psp SPACING 2-0-0 C91 DEFL In (too) Ildefl Ltd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) 0.15 9-14 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 125 BC 0.57 Ven(fL) -0.17 9-14 >999 240 BCLL 0.0 Rep Stress Inv YES WB 0.67 Horz(TL) 0.04 6 We We BCDL 10.0 Code FRC2010rrP12007 (Matrix-M) Weight 75lb FT=O% LUMBER TOP CHORD 2x4 SYP M 30 •Except• T2: 2x4 SP N0.2 BOT CHORD 2x4 SP N0 .2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 4-9-9 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-6-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be Installed dude truss erection in accordance with Stabilizer Installation aulde. REACTIONS (lb/size) 2 = 717/0-94 (min. 0-1.8) 6 - 636/Mechaniral Max Harz 2 = 108(LC 12) Max Uplift 2 = -357(LC 8) 6 - -277(LC 8) Max Grav 2 = 806(LC 2) 6 = 716(LC 2) FORCES Qb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-13=-6181508, 2-2=-10141755, 2-3=-2194/1640, 3-4=11431877,4-5=-1172/878, 5.6=-800/648 BOTCHORD 2-14=490/601, 2-10=-7041883, 2-9=16192124, 8-9=16192124, 7-8=16192124 WEBS 3-7=11151901, 5-7=-703/1002 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult--170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate gdp DOL=1.33 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This buss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 357 Ito uplift at joint 2 and 277 lb uplift at joint 6. 8)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pip Vert: 1.2=.30, 24=-60, 4-5=-60, 6-10=-20 2) Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pip Vert: 1-2=-30, 2-4=70, 4-5=70, 6-10=20 3) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pip Vert: 14=30, 4-5=-30, 6-10=-40 4) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plp Vert: 1-2=-10, 24=89, 4-5=89, 6-10=-10 Horz 2-4=99, 4-5=99 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increas-1.33 Uniform Loads (plf) Vert: 1-2=-10, 24=89, 4-5=89, 6-10=10 Horz: 2-0=99, 4-5=99 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Van: 1-2=-30, 24=64, 4-5=-64, 6-10=-20 1-1= 2.4=34, 4.5=-34 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plp Vert: 1-2=-30, 2 4=-64, 4-5=-64, 6-10=20 Horz: 2-0=34, 4-5=-34 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-10, 2.4=52, 4-5=36, 6-10=-10 Horz: 24=-62, 4-5=46 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pip Vert: 1-2=10, 2-0=33, 4-5=52, S-10=10 Horz: 2-0=�t3, 4-5=62 ' 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pip Vert: 1-2=30, 2.4=6, 4-5=-10, 6-10=20 Horz 24=36, 4-5=20 11) MWFRS Wind Right Positive: Lumber Inaeas-1.33, Plate Increas-1.33 Uniform Loads (pit) Vert: 1-2=30, 2-4=13, 4-5=6, 6-10=20 Horz: 24>17, 4-5=36 12) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pip Vert: 1-2=10, 2.4=52, 4-5=29, 6.10=10 Horz: 24=62, 4-5=39 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increas-1.33 Uniform Loads (plp Vert: 1-2-10, 2-4=29, 4.5=52, 6-10=10 Horz: 24=39, 4-5=62 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pip Vert: 1-2=10, 2-0=52, 4-5=29, 6-10=10 Horz.4= 262,4-5=39 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plp Vert: 1-2=10, 24=29, 4-5=52, 6-10=10 Horz: 2.4=39, 4-5=62 16) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Unilomr Loads (plf) Vert: 1-2=30, 2-0=6, 4.5=-tfi, 6-10=20 Harz 2-4=36, 4-5=14 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 _ Uniform Loads (plp Verl: 1-2=-30, 2-4=-16, 4-5=6, 6-10=20 Horz: 2-4=14, 4.5=36 18) Live Only. Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (ptp Vert: 14=30, 4.5=-30, 6-10=20 19) C-C Wind Positive+ Regular. Lumber Inrxease=1.33, Plate Increase=1.33 Uniform Loads (plp Vert: 1-2=-30, 2-0=-86, 4-5=-86, 6-10=-20 Horz: 24=26, 4-5=26 20) 2nd C-C Wind Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plp Vert: 1-2=30, 2.4=-86, 4-5=86, 6-10=-20 Horz 2-4=26,4-5=26 21) MWFRS Wind Left Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pip Vert: 1-2=30, 24=-33, 4-5=-45, 6-10=-20 Horz 2-0=27.4.5=15 22) MWFRS Wind Right Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert' 1-2=30, 2-4=-47, 4-5=-33, 6-10=20 Horz: 2-4=-13, 4-5=27 23) MWFRS 1st Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 2-0=33, 4.5=-50, 6-10=20 Harz: 2-4=-27, 4-5=10 24) MWFRS 2nd Wind Parallel Posiitve+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plp Vert: 1-2=-30, 2-4=50, 4-5=-33, 6-10=20 Horz: 2-4=10, 4.5=27 25)1st unbalanced Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plp Vert 1-2=30, 2-4=60, 4-5=30, 6-10=20 26) 2nd unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Undone Loads (pit) Vert: 1-4=-30, 4-5=60, 6-10=-20 27) 3rd unbalanced Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Van: 1-2=-30, 2-4=70, 4-5=3% 6A(1=20 28) 4th unbalanced Regular Only. Lumber Increase=1.25, Plate Increas-1.25 Uniform Loads (pit) Vert 1.4=-30, 4-5=70, 6.10=-20 Roof Special A0175939 4x4 3.82 12 3x6 = 1.5x4 11 3x8 = 765#/-340# LOADING(psf) 15SPACING 2.0_0 TCDL .0 Plates Increase 125 TCDL .0 Lumber Increase 125 BCLL 0.0 Rep Stress Inu YES BCDL 10.0 Code FRC2010rrP12007 LUMBER TOP CHORD 2x4 SYP M 30 'Except' BOT CHORD 2x4 SP No.2 0 2 WEBS 2x4 SP N0.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-13 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 4-6-4 oc bracing. MiTek recommends that Stabilizers and required cross 11. ng be Installed during truss erection in accordance with Stabilizer Installation ouide REACTIONS (Ib/size) 2 = 680/0-9-4 (min. 0-1.8) 6 = Max Horz 581IMechaniwl 2 = Max Uplift 123(LC 12) 2 ' 6 = -340(LC 8) Max Gray -264(LC 8) 2 = 6 = 765(LC 2) 654(LC 2) FORCES (lb) Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1874/1393, 3-4=-867/673, 4.5=-879/680, 5-6=7551614 BOTCHORD 2-9=1261/1760,2-8=-1420I1802, 7-8=-142011802 WEBS 3-7=1052/867,5-7=-625/849 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.33 plate grip OOL=1.33 3) Plates checked for a plus or minus 0 degree rotation about Its center. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss cennectians. 7) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 340 lb uplift at joint 2 and 264 lb uplift at joint 6. 8) *Semi-dgid pitchbreaks with fixed heels- Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=30, 24=-6(1, 4.5=60, 6.9=-20 2) Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1.2=-30, 24=-70, 4-5=70, 6-9=-20 3) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=30, 4-5=30, 6.9=40 4) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pig Vert: 1-2=-10, 24=91, 4-5=91, 6-9=10 Horz: 24=101, 4-5=101 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pig Vert: 1-2=-10, 24=91, 4-5=91, 6-9=-10 Horz 24=101, 45=101 C51 I DEFL In Qoc) Vdefi Ud >9 TC 0.58 Vert(LL) 0.17 7-8 99 360 BC 0.75 Vert(TL) -0.19 7-8 >999 240 INS 0.64 Horz(TL) O.D4 6 n/a n1a (Matrix-M) 6) C-C Wind Positive: Lumber Increas-1.33, Plate Incress-1.33 Uniform Loads (pig Vert: 1.2=-30, 24=65, 4-5=-65, 6.9=20 Horz: 2-4=35, 4-5=55 7) 2nd C-C Wind Positive: Lumber Increas-1.33, Plate Increase=1,33 Uniform Loads (pig Vert• 1.2=30, 24=65, 4-5=65, S-9=20 Horz: 2-4=35, 4-5=35 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 2-4=52, 4-5=36, 6-9=10 Harz: 2.4=-62, 4-5=46 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert' 1-2=-10, 2-4=33, 4-5=52, 5-9=10 Horz: 2.4=-43, 4.5=62 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2= 30, 24=6, 4-5=10, 6-9=20 Horz: 2-4=36, 4-5=20 11) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2.4=-13, 4-5=6, 6-9=-20 Horz: 2-4=17, 4-5=36 12) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1.2=10, 24=52, 4-5=29, 6-9=-10 Horz: 24=62, 4-5=39 13) MWFRS 2nd Wind Parallel: Lumber Incre2se=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 24=29, 4-5=52, 6-9=-10 Horz: 2.4=-39, 4.5=62 14) MWFRS 3rd Wind Parallel: Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=10, 24=52, 4-5=29, 6-9=-10 Horz: 24-62, 4-5=39 ' 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pig Vert: 1.2=10, 24=29, 45=52, 6.9=-10 Horz: 24=-39, 4-5=62 16) MWFRS 1st Wind Parallel Positive: Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (pig Vert: 1.2=30, 24=6, 4-5=-16, 6-9--20 Horz: 24=36, 4-5=14 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pig Vert: 1-2=30, 24=-16, 4-5=6, 6.9=-20 Horz 24=14, 4-5=36 18) Live Only: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pig Vert: 14=30, 4.5=-30, 6.9=2(i 19) C-C Wind Positive + Regular. Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2=30, 24=-87, 4-5=87, 6.9=20 Harz24=27, 4-5=27 20) 2nd C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=3% 24=57, 4-5=87, 6-9=20 Horz: 24=27, 4-5=27 21) MWFRS Wind Left Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pig Vert: 1-2=30, 24=-33, 4-5=45, 6-9=-20 Horz: 24=27, 4-5=15 22) MWFRS Wind Right Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) PLATES GRIP MT20 244/190 Weight: 69lb FT=0 Scale = 1:25.5 Camber= 1/8 in 6 3x6 11 Vert: 1-2=-30, 24=47, 4.5=-33, 6-9=20 Horz: 2-4=-13, 4-5=27 23) MWFRS tat Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=30, 2-4=33, 4-5=50, 6-9=20 Horz: 24=27, 4-5=10 24) MWFRS 2nd Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert' 1-2=30, 2.4=50, 4-5=-33, 6-9=20 Horz: 24=-10, 4-5=27 25) 1st unbalanced Regular. Lumber Increase=1.25, Plate Increas-1.25 Uniform Loads (pig Vert 1-2=30, 2-4=60, 4-5=-30, 6-9=20 26) 2nd unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 14=30, 4.5=60, 6-9=20 27) 3rd unbalanced Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1.2=30, 24=70, 4-5=30, 6.9=20 28) 4th unbalanced Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 14=-30, 4-5=70, 6-9=20 155561 IA09 RoofSpecial 1 I t I A0175940I 0- -0 7-2-3 12-3-9 14-8-6 0- -2 7-2-3 5-1-5 2 4-13 _ Scale = 1:23.4 Camber = 118 in 4x4 = 3.82112 3x6 = 3x6 11 714#/-317# LOADING(psf) SPACING 2.0-0 CSI DEFL in (loc) Well Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TO 0.55 Vert(LL) 0.14 7-8 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 125 BC 0.66 Vert(TL) -0.15 7.8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.66 Hom(iL) 0.03 6 file We BCDL 10.0 Code FRC2010/TPI2007 (Matrix-M) Weight: 64 lb FT=O% LUMBER TOP CHORD 2x4 SYP M 30 'Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 5-3-7 oc purtins, except and verticals. BOTCHORD Rigid ceiling directly applied or4-10-15 oc bracing. MRek recommends that Stablllzers end required cross brecing be Installed Burin truss erection in accordance with Stabilizer Insrallation aide. REACTIONS (lb/size) 2 635/0-94 (min. 0-1-8) 6 - 534/Mechanical Max Horz 2 = 137(LC 12) Max Uplift 2 = -317(LC 8) 6 = -257(LC 8) Max Grav 2 = 714(LC 2) 6 = 600(LC 2) FORCES (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=1651/1231, 34=-6031462, 4-5=597/476, 5-6=7201584 BOTCHORD 2-9=1102/1543, 2-8=-130311596, 7.8=1303/1596 WEBS 3-7='10971922, 5-7=-553f721 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuif=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ;GC for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Plates checked for a plus or minus 0 degree rolation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 6) Refer to glyder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31716 uplift at joint 2 and 257 lb uplift at joint 6. 8)'Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pil) Vert: 1-2=-30, 24=-60, 4-5=60, 6-9=-20 2) Regular Only. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 24=70, 4-5=70, 6.9=20 3) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-30, 4-5=-30, 6-9=40 4) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-10, 24=94, 4-5=94, 6-9=-10 Horz 2-W 04,4-5=104 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-10, 24=94, 4-5=94, 6-9=-10 Horz: 24=104, 4-5=104 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-30, 24=66, 4-5=-06, 6-9=20 Horz: 24=36, 4-5=36 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increas-1.33 Uniform Loads (pit) Vert 1-2=-30, 24=-66, 4.5=-66, 6-S=20 Horz: 24=36, 4-5=36 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert 1-2=-10, 24=52, 4-5=36, 6-9=10 Horz: 24=-62, 4.5=46 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) ' Vert: 1-2=10, 24=33, 4-5=52, 6-9=10 Horz: 24=43, 4-5=62 10) MWFRS Wind Left Positive: Lumber increase=1:33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 24=6, 4.5=-10, 6-9=-20 Horz: 24=36, 4-5=20 11) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 24=-13, 4-5--6,'6-9=-20 Ho. 24=17, 4-5=36 12) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 24=52. 4-5=29, 6.9=-10 Ho' 24=62, 4.5=39 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1.2=10, 24=29, 4.5=52, 6.9=-10 Horz: 24=-39, 4-5=62 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-10, 24=52, 4-5=29, 6-9=-10 Horz: 24=62, 4-5=39 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=10, 24=29, 4-5=52, 6.9=-10 Horz: 24=39, 4.5=62 16) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 24=6, 4-5=-16, 6-9=-20 Hart: 24=36, 4-5=14 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 24=-16, 4-5=6, 6-9=-20 Horz: 24=14, 4-5=36 18) Live Only: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (ply Vert: 14=30, 4-5=-30, 6-9=20 19) C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 24=-87, 4.5=-87, 6.9=-20 Hors: 24=27, 4.5=27 20) 2nd C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 24=-87, 4-5=87, 6-9=-20 Harz: 24=27, 4.5-27 21) MWFRS Wind Left Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 24=33, 4.5=45, 6.9=20 Ham: 24=-27, 4-5=15 22) MWFRS Wind Right Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30, 24=47, 4-5=-33, 6.9=-20 Horz: 24=13, 4-5=27 14-8-6 23) MWFRS let Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-2=-30, 24=-33, 4-5=-50, 6-9=20 Horz: 24=-27, 4-5=10 24) MWFRS 2nd Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2= 30, 2-4=-50, 4.5=-33, 6-9=20 Ham: 24=10, 4-5=27 25)1st unbalanced Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 24=60, 4-5=30, 6-9=20 26) 2nd unbalanced Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 14=-30, 4-5=60, 6.9=-20 27) 3rd unbalanced Regular Only: Lumber Increase=125, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 24=70, 4-5=30, 6.9=20 28)4th unbalanced Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=30, 4-5=70, 6-9=-20 Roof Special A0175941 0_ _Oru:uvvuumDgtKlyDJnyKKntSOzV5rrif-SadinkT8n jATiwiN �sg �xt��iksf?'<9yoG��l i �1%3 7 3-2 11-10-5 1 -2-15 13-6-9 0_ _2 7-3-2 � 9-10-14, 2-7-12 1-11-7 4-1 1-3-9 486#/-191# LOADING(psQ I SPACING 2-0-0 LL TC21 Plates Increase 1.25 TCDL 15.0 Lumber Increase 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FRC2010RPI2007 LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2X4 SP No.2 WEBS 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 6-0.0 oc pudins, except end verticals. BOTCHORD Rigid calling directly applied or 6.0-0 cc bracing. MITek recommends that Stabillzers and required cross bracing be Installed Burin truss erection in accordance with Stabilizer Installation guide. REACTIONS Qb/size) 2 431/0-9.4 (min. 0.1-8) 7 54/Mechanical 9 = 59110-9-4 (min. 0-1-8) Max Hom 2 = 154(LC 12) Max Uplift '2 -191(LC 12) 7 = -20(LC 13) 9 = 349(LC 8) Max Grav 2 486(LC 27) 7 = 84(LC 28) 9 = 671(LC 2) FORCES (Ib) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=4731312, 3.4=2671161 BOTCHORD 2-13=156/338,2-10--204/39712.9=460/464 WEBS 3-9=-6871768,4-8=314/206,4.9=-320/439 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf; 1 =2511; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 5)' This buss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide vnll fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 191 lb uplift at joint 2, 20 lb uplift at joint 7 and 349 lb uplift at joint 9. 8)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular. Lumber Inuease=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=30, 2-5=60, 5-6=60, 7-10=.20 2) Regular Only. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-2=30, 2-5=.70, 56=70, 7.10=20 3) IBC BC Live: Lumber Inuease=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-5=-30, 5-6=-30, 7-10=40 4) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=10, 2-5=96, 56=96, 7-10=10 Horz: 2-5=106, 56=106 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Inuease=1.33 Uniform Loads (pIQ Vert: 1-2=-10, 2-5=96, 56=96, 7-10=-lo Ho= 2-5=106, 56=106 CSI DEFL in (loc) I/deg L/d TC 0.72 Vert(LL) -0.10 9-13 -999 360 BC 0.57 Vert(TL) -0.26 9-13 >460 240 WB 0.29 Horz(TL) -0.01 9 We We (Matra-M) 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=-30, 2-5=-67, 56=67, 7-10=20 Harz: 2-5=37, 5.6=J7 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=-30, 2-5=-67, 5.6=-67, 7-10=20 Hom: 2.5=37, 56=37 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=-10, 2.5=52, 56=30, 7-10=-10 Ham: 2-5=62, S-6=40 9) MWFRS Wind Right: Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=10, 2-5=33, 5-6=52, 7-10=-10 Harz: 2-5=-43, 5.6=62 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=30, 2.5=6, 55=-15, 7-10=20 Hom 2-5=-36, 56=15 11) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Ved: 1-2=30, 2-5=-13. 5.6=6, 7-10=20 Hors 2.5=17, 56=36 12) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=10, 2-5=52, 56=29, 7-10=10 Harz: 2-5=62, 5-6=39 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=10, 2-5=29, 56=52, 7-10=10 Harz: 2-5=39, 56=62 14) MWFRS 3rd Wind Parallel: Lumber Increa-1.33, Plate Increase=1.33 I Uniform Loads (pit) Vert: 1-2=10, 2.5=52, 56=29, 7-10-10 Hom: 2-5=62, 56=39 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=10, 2-5=29, 56=52, 7-10=10 Harz: 2.5=39, 5.6=62 16) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=-30, 2-5=6, 56=-16, 7-10=20 Hom: 2-5=36, 5.6=14 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1.2=30, 2.5=-16, 5-6=61 7-10=20 H.= 2-5=14, 5.6=36 18) Live Only. Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pIQ Vert: 1.5=30, 56=-30, 7-10=-20 19) C-C Wind Positive + Regular. Lumber Inuease=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=30, 2-5=.88, 56=-88, 7-10=-20 Hom2.5=28, 56=28 20) 2nd C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=30, 2-5=68, 5-6=88, 7-10=-20 Harz: 2-5=28, 5.6=28 21) MWFRS Wind Left Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1.2=30, 2-5-33, 56=49, 7-10=20 Hom 2-5=27, 56=11 22) MWFRS Wind Right Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1.2=3%2-5=47, 56=33, 7-10=20 Hom 2.5=13, 56=27 3X4 = 671#1.349# Scale = 1:22.2 Camber = 1/8 In 1.53112 4x4 = 1.5x4 II 5 g 11-10-5 1-11-7 PLATES GRIP MT20 244/190 Weight: 59 lb FT=0 23) MWFRS 1st Wind Parallel Positive +Regular Lumber Increase=1.33, Plate Increas-1.33 Uniform Loads (pIQ Vert 1.2=-30, 2.5=33, 56=50, 7-10=20 Hom: 2-5=-27, 5-6=10 24) MWFRS 2nd Wind Parallel Positive + Regular. Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-30, 25=50, 56=-33, 7-10=20 Harz: 2.5=-10, 56=27 25)1st unbalanced Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-30, 2-5=6o, S6=-30, 7-10=20 26) 2nd unbalanced Regular: Lumber Increase=1.25, Plate Increase=125 Uniform Loads (pIQ Vert: 1-5=-30, 56=60, 7-10=20 27) 3rd unbalanced Regular Only: Lumber Increas-125, Plate Increas-1.25 Uniform Loads (pIQ Vert 1-2=30, 2-5=70, 56=-30, 7-10=20 28) 4th unbalanced Regular Only: Lumbar Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert 1-5=30, 56=70, 7-10=-20 55561 All Roof Special 1 1 AOi175942 R ,y p� Jab Reference (optional) �.1 j g ylt �qq At ROOF TRUSSES, FORT PIERCE, FL 34946,Scett Even ID:2IWDUMb9/ IyUeJny�C nt90P.'Y�rn �im��X P�3Ltl�r'Fv yepagtiyo,.10 Ag6VtV9,'9 ALTO.' 0-Q-0 7-5-15 9-11-12 11-10-12 12-4-12 0- -2 7-5-15 2-5-13 1-10-15 0-6-0 . Scale = 1:20:1 Camber= 3/16 in 0.25112 4x4 = 3x4 = 4 5 3x6 = 3x8 = 519#/-219# 0-9-13 598#/-242# LOADING(psQ SPACING 2-0-0 CSI DEFL in (loe) Udell Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.84 Vert(LL) -0.12 7-11 >999 360 MT20 2441190 TCDL le Lumber Increase 1.25 BC 0.59 Vert(fL) -0.29 7-11 >422 240 BCLL 0.0 • Rep Stress Incr YES WB 0.30 Horz(TL) -0.01 7 n/a Na BCOL 10.0 Code FRC20101TPI2007 (Matrix-M) Weight: 51 16 FT = 0 LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOPCHORO Structural wood sheathing directly applied or 6-0-0 oc punins, except end verticals. SOT CHORD Rigid ceiling directly applied or 6-M oc bracing. MITek recommends that Stabilizers and required cross bred g be installed Burin truss erection In accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2 = 45410-94 (min. 0-1-8) 7 - 530/0-94 (min. 0-1-8) Max Horz 2 = 133(LC 8) Max Uplift 2 = -219(LC 8) 7 - -242(LC 8) Max Grev 2 = 519(LC 27) 7 = 598(LC 2) FORCES (lb) Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 70PCHORD 2-3=581/469 BOTCHORD 2-11=-143/379,2-B=-351/499,2-7=-582/560 WEBS 3-7=7011797 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=170mph (3-second gust) Vasd=132mph; 7CDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ;GC for members and forces &MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL--1.33 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 219 lb uplift at Joint 2 and 242 lb uplift at joint 7. 8)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-2=-30, 24=-60, 4.5=60, 641=-20 2) Regular Only: Lumber Inuease=1.25, Plate Increase,-1.25 Loads (ptl) Vert: 1-2=-30, 24=70, 4-5=70, 6-8=20 3) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 14=-30, 4-5=-30, 6-8=-40 4) GC Wind: Lumber Inuease=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=-10, 24=99, 4-5=96, 6-8=-10 Ho- 24=109,45=106 5) 2nd GC Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-10, 24=99, 45=96, 6-8=-10 Horz: 24=109, 4-5=105 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-30, 2-4=-68, 4.5=59, 6.8=20 Horz: 24=38,4-5=29 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30, 24=68, 4-5=59, 6-8=20 Horz: 24=38,4.5=29 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 UndoLoads (pIQ Vert: 1-2=-10, 24=52, 4.5=29, 6.8=10 Horz: 24=-62, 4-5=39 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-10, 24=33, 4-5=52, 6-8=10 Hoe: 24=43, 4-5=62 10) MWFRS Wind Left Positive: Lumber Inuease=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 24=6, 4-5=16, 6.8=-20 Horz: 24=36, 4.5=14 11) MWFRS Wind Right Positive: Lumber Inuease=1.33, Plate Inuease=1.33 Uniform Loads (plf) Vert: 1-2=30, 24=13, 4-5=6, 6.8=20 Horz: 24=-17, 4-5=36 12) MWFRS 1st Wind Parallel: Lumber Inuease=1.33, Plate Increase=1.33 Uniform Loads (pit) Van: 1.2=10, 24=52, 4-5=29, 6-6=-10 Hors: 24-62, 4-5=39 13) MWFRS 2nd Wind Parallel: Lumber Inuease=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=10, 24=29, 4-5=52, 6-8=10 Horz: 24=39, 4-5=62 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 24=52, 4-5=29, 6-8=-10 Horz: 24=62, 4-5=39 15) MWFRS 4th Wind Parallel: Lumber Inuease=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-10, 24=29, 4.5=52, 6.8=-10 Horz 24=39, 4-5=62 16) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=3D, 24=6, 4-5=16, 6$=20 Horz 24=36, 4-5=14 17) MWFRS 2nd Wind Pamilel Positive: Lumber Inuease=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=-30, 24=-16, 4-5=6, 6-8=-20 Horz: 24=14, 4.5=36 18) Live Only. Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plQ Vert: 14=30, 4-5=-30, 6-8=20 19) C-C Wind Positive+ Regular. Lumber Inuease=1.33, Plate Inuease=1.33 Uniform Loads (pIQ Vert: 1-2-30, 24=-B9, 4-5=-82, 6-8=-20 Horz: 24=29, 4-5=22 20) 2nd C-C Wind Positive + Regular. Lumber Inuease=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 24=-89, 4-5=-82, 6.8=-20 Horz 24=29, 4.5=22 21) MWFRS Wind Left Positive+ Regular. Lumber Inuease=1.33, Plate Inuease=1.33 Uniform Loads (plf) Vert: 1-2=30, 24=-33, 4-5=50, 6-8=-20 Hari 24=27, 4-5=10 22) MWFRS Wind Right Positive + Regular. Lumber Increase=1.33, Plate I Increase=1.33 Uniforn Loads (pIQ Vert: 1-2=-30, 24=47, 4.5=33, 6-8=20 Horz: 24=13, 45=27 23) MWFRS tat Wind Parellel Positive+ Regular. Lumber Inuease=1.33, Plate Increase=1.33 Uniform Loads (pll) Vert 1-2=-30, 24=33, 4-5=50, 6.8=20 Horz: 24=27, 4.5=10 24) MWFRS 2nd Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-2=30, 24=-50, 4.5=33, 641=20 Harz: 24=10, 4-5=27 25) tat unbalanced Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-2=-30, 24=-60, 4-5=3D, 6-8=20 26) 2nd unbalanced Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 14=-30, 4.5=60, "=-20 27) 3rd unbalanced Regular Only. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plQ Vert: 1-2=30, 24=70, 4-5=-30, 6-8=20 28) 4th unbalanced Regular Only: Lumber Inuease=1.25, Plate Increase=1.25 Uniform Loads (pli) Vert: 14=-30, 4.5=70, 6-B=20 Special 501#/-214# LOADING(psn SPACING 2-M TCLL 20.0 Plates Increase 1.25 TCDL 15.0 Lumber Increase 1.25 BCLL 0.0 ' Rep Stress Inv YES BCDL 10.0 Code FRC2010fTP12007 LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-3 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 6-0.0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed Burin truss erection In accordance with Stabilizer Installation culde. REACTIONS (lb/size) 2 = 446/0-94 (min. 0-1-8) 8 44610-94 (min. 0.1.8) Max Horz 2 = 107(LC 8) Max Uplift 2 = -214(LC 8) 8 = -194(LC 9) Max Gmv 2 = 501(LC 2) 8 = 502(LC 2) FORCES (Ib) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=879/777, 34=372/249, 4-5=345/256 BOTCHORD 2-10=-672/804, 2-9=-8621855 WEBS 3-9=5411641, 6-9=369/511, 5-8=538/440 NOTES 1) Unbalanced mof live loads have been considered forthis design. 2) Wind: ASCE 7.10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsh BCDL=5.0ps1; h=25R; Cat. II; Exp C; Encl., GCpi-0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 6)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 214 lb uplift at joint 2 and 194 lb uplift at joint 8. 8)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Regular. Lumber Increas-1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-2=30, 24=-60, 4-6=60, 7-10=-20 2) Regular Only. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-2--30, 24=-70, 4.6=70, 7-10=-20 3) IBC SC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 14=-30, 4-6=-30, 7-10=40 4) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=10, 24=102, 4-6=100, 7-10=-10 Horz: 24=112, 4.6=110 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=-10, 24=102, 4-6=100, 7-10=-10 Horz: 24=112, 4.6=110 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin 8-1-3 CSI I DEFL in (loc) VdeB L/d TO 0.66 Vert(LL) -0.05 9-13 >999 360 BC 0.44 Vert(TL) -0.12 9-13 >999 240 WB 0.24 Hom(rL) -0.01 8 We We (Matrix-M) Vert: 1.2=30, 24=70, 46=- i0, 7-10=20 Horz: 24=40, 4-6=-30 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increas-1.33 Uniform Loads (pin Vert: 1-2=-30, 24=70, 4-0=-60, 7.10=20 Harz: 2-4=40,4-6=-30 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-10, 2-4=52, 4.6=29, 7-10=10 Horz: 24=-62, 4.6=39 9) MWFRS Wind Right: Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (Pitt Vert, 1-2=-10, 24=33, 4.6=52, 7-10=10 Horz: 24=-43, 4.6=62 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=30, 24=6, 4.6=-15, 7-10=20 Horz: 24=36, 4.6=14 11) MWFRS Wind Right Posifive : Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=30, 24=-13, 4-0=6, 7-10=20 Horz: 24=17, 4-6=36 12) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=10, 24=52, 4-6=29, 7-10=10 Harz: 24=62, 4-6=39 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=10, 24=29, 4-0=52, 7-10=10 Horz: 24=39, 4-6=62 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=10, 24=52, 4-0=29. 7-10=10 Horz: 24=62, 4.6=39 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increas-1.33 Uniform Loads (pIQ Vert: 1.2=10, 24=29, 4-0=52, 7-10=10 Horz: 24=-39, 4-6=62 16) MWFRS 1st Wind Parallel Positive: Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=30, 24=6, 4-6=46, 7-10=20 Horz: 24=36, 4-6=14 17)MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=30, 24=-16, 4-6=6, 7-10=20 Horz: 24=14, 4.6=36 19) Live Only: Lumber Increas-0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pIQ Vert: 14=-30, 4.6=-30, 7-10=-20 19) C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=30, 24=-90, 4-6=82, 7.10=-20 Harz: 24=30, 4-6=22 20) 2nd C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=30, 24=-90, 4-6=82, 7-10=-20 Horz: 24=30, 4-6=22 ' 21) MWFRS Wind Left Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=3(1, 24=-33, 4-6=50, 7-10=20 Horz: 24=27, 4-0=10 22) MWFRS Wind Right Positive + Regular. Lumber Increa Increase=1.33 se=1.33, Plate Uniform Loads (pIQ Vert: 1.2=30, 24=47. 4-6=-33, 7-10=-211 Horz: 24=13, 4-6=27 Scale = 1:18.2 Camber= 1/16 in 0.25112 44 = 3x4 = 1.5x4 II 1.5x4 11 502#/-194# 9-10-14 10-3- 1-9-11 4-1 PLATES GRIP MT20 2441190 Weight: 48lb FT=O% 23) MWFRS 1st Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-30, 24=-03, 4-0=-50, 7-10=20 Horz: 24=-27, 4.6=10 24) MWFRS 2nd Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-30, 24=50, 4.6=-33, 7-10=20 Horz: 24=-10, 4-6=27 25)1st unbalanced Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert 1.2=-30, 24=60, 4-6=-3D, 7-10=20 26) 2nd unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert 14=-30, 4-6=60, 7-10=20 27) 3rd unbalanced Regular Only: Lumber Increase=125, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=30, 24=70, 4-6=-30, 7-10=20 28) 4th unbalanced Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 14=-30, 4.6=70, 7-10=-20 I55561 I A13G I Roof Special Girder 11 1 I A 4175944I 44 = 621#/-279# 3-10-7 0.25112 LOADING(psf) SPACING 2-0-0 CSI DEFL In (too) Wail L/d PLATES GRIP TCLL 20.0 Plates Increase 125 TC O.6B Vert(LL) 0.04 6 >999 360 MT20 2441190 TCDL 15.0 Lumber Increase 125 BC 0.51 Vert(TL) -0.07 6 >999 240 BCLL 0.0 • Rep Stress Incr NO WB 0.42 Horz(TL) 0.01 5 n/a We BCDL 10.D Code FRC2010,TP12007 (Matrix-M) Weight: 39lb FT=O% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 4-10-1 oc purilns, except end vedcals. BOT CHORD Rigid ceiling directly applied or B-94 oc bracing. MITek recommends that Stabilizers and required cross bracing be Installed Burin truss erection In accordance with Stabilizer Installation guide. REACTIONS (lb/size) 5 = 53010.6-13 (min. 0-1-8) 2 - 552/0-94 (min. 0-1-8) Max Horz 2 - 81(LC 4) Max Uplift 5 = -282(LC 5) 2 = -279(LC 4) Max Gmv 5 = 597(LC 2) 2 = 621(LC 2) FORCES (Ib) Max. CompdMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1062/440, 3-11=-962/416, 4-11-9661417, 4-5=544/29(l BOTCHORD 2-7=3871988, 2-6=-440/98B WEBS 3-6=2411252, 4.6=44111025 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope); cantilever left exposed; Lumber DOL--1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 282 lb uplift at joint 5 and 2791b uplift at joint 2. 8)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided suffibient to support concentrated load(s) 210 lb down and 209 lb up at 6-2-10, and 119 lb down and 132 lb up at 8-1-13 on top chord, and 90 lb down at 6-2-10, and 44 lb down at 8-1.13 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) 1) Regular. Lumber Invease=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-30, 2-3=-60, 34=60, 5-7=20 Concentrated Loads (Ib) Vert: 3=-146(F) 6=45(F) 11=6B(F)12=23(F) - 2) Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-3=-70, 34=70, 5-7=-20 Concentrated Loads (Ib) Vert: 3=-170(F) 6=45(F)11=79(F) 12=-24(F) 3) IBC BC Live: Lumber Invease=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=30, 34=-30, 5-7=40 Concentrated Loads (lb) Vert 3=76(F) 6=90(F) 11=36(F) 12=-44(F) 4) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 2-3=52, 34=29, 5.7=10 Harz: 2-3=-62, 34=39 Concentrated Loads (lb) Vert: 3=140(F) 6=21(F) 11=87(F) 12=11(F) 5) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-2=-10, 2-3=33, 34=52, 5-7=10 Harz: 2-3=43, 34=62 Concentrated Loads (Ih) Vert: 3=159(F)6=21(F) 11=64(F) 12=-11(F) 6) MWFRS Wind Left Positive: Lumber Increa5e=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-2=-30, 2.3=6, 34=16, 5-7=-20 Horz: 2-3=-36, 34=14 Concentrated Loads (lb) Vert: 3=186(F) 6=11(F) 11=132(F)12=1(F) 7) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30, 2-3=13, 34=6, 5-7=-20 Horz: 2-3=17, 34=36 Concentrated Loads (lb) Vert: 3=205(F) 6=11(F) 11=110(F)12=1(F) 8) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Invease=1.33 Uniform Loads (pit) Vert: 1-2=10, 2-3=52, 34=29, 5-7=10 Horz: 2-3=-92, 34=39 Concentrated Loads (Ib) Vert: 3=140(F) 6=-21(F) 11=87(F) 12=11(F) 9) MWFRS 2nd Wind Parallel: Lumber Invease=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert 1-2=-10, 2-3=29, 34=52, 5-7=10 Horz: 2-3=-39, 34=62 Concentrated Loads (lb) Vert: 3=163(F) 6=21(F) 11=64(F) 12=11(F) 10) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 2-3=52, 34=29, 5-7=-10 Horz: 2-3=62, 34=39 Concentrated Loads (lb) Vert: 3=140(F) 6=-21(F) 11=87(F)12=11(F) 11) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 2-3=29, 34=52, 5-7=-10 Horz: 2-3=39, 34=62 Concentrated Loads (lb) Vert: 3=163(F) 6=-21(F) 11=64(F) 12=11(F) 12) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Invease=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=6, 34=-16, 5-7=-20 Hors 2-3=36, 34=14 Concentrated Loads (lb) Vert: 3=186(F) 6=-11(F) 11=132(F) 12=1(F) 13) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=16, 34=6, 5.7=-20 Horz: 2-3=14, 34=36 Concentrated Loads (Ib) Vert: 3=209(F) 6=11(F) 11=110(F) 12=1(F) 14) Live Only. Lumber Invease=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pit) Vert: 1-3=30, 34=-30, 5-7=20 Concentrated Loads (Ib) Vert: 3=73(F) 6=43(F)11=-35(F)12=-22(F) 15) MWFRS Wind Left Positive+ Regular. Lumber Increase=1.33, Plate Invease=1.33 Scale = 1:16.3 3x4 = 1.5x4 II 597#/-282# Uniform Loads (plf) Vert: 1-2=30, 2.3=33, 34=-50, 5-7=20 Horz: 2.3=27, 3.4=10 Concentrated Loads (lb) Vert: 3=115(F) 6=11(F)11=101(F) 12=1(F) 16) MWFRS Wind Right Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=47, 34=-33, 5-7-20 Harz: 2.3=13, 34=27 Concentrated Loads (Ib) Vert: 3=130(F) 6=11(F)11=94(F)12=1(F) 17) MWFRS tat Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Invease=1.33 Uniform Loads (plf) Vert: 1-2-30, 2-3=33, 3.4=-50, 5-7=20 Horz: 2-3=-27, 3-4=10 Concentrated Loads (lb) Vert: 3=115(F)6=11(F) 11=101(F) 12=1(F) 18) MWFRS 2nd Wind Parallel Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2=-30, 2-3=50, 34=-33, 5-7=20 Horz: 2-3=10, 34=27 Concentrated Loads (lb) Vert: 3=132(F) 6=11(F) 11=84(F)12=-1(F) 19)1st unbalanced Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1.2=30, 2-3=60, 34=-30, 5-7=20 Concentrated Loads (lb) Vert: 3=146(F) 6=45(F) 11=-98(F) 12=-23(F) 20) 2nd unbalanced Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=30, 34=60, 5-7=-20 Concentrated Loads (Ib) Vert 3=176(F) 6=45(F)11=-68(F) 12=-23(F) 21) 3rd unbalanced Regular Only. Lumber Increase=1.25, Plate Invease=1.25 Uniform Loads (plf) Vert: 1-2=30, 2-3=70, 3.4=30, 5.7=-20 Concentrated Loads (lb) Vert: 3=170(F) 6=45(F)11=-119(F) 12=24(F) 22) 4lh unbalanced Regular Only. Lumber Invease=1.25, Plate Invease=1.25 Uniform Loads (plf) Vert: 1-3=-30, 34=70, 5.7=-20 Concentrated Loads (lb) Vert 3=21 O(F) 6=-45(F) 11 =79(F) 12=24(F) 55561 11301G 6-1 149D#/-718# 2.02 f 12 LOADING(psn SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 15.0 Lumber Increase 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FRC20l0/TP12007 LUMBER TOP CHORD 2x4 SP No.2'Excepl' T4: 2x4 SYP M 30 BOT CHORD 2x4 SYP M 30 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or4-1-0 oc pudins. BOTCHORD Rigid ceiling directly applied or 9-11-12 oc bracing. REACTIONS (lb/size) 2 = 1325/0-10-0 (min.0-1-8) Max Horz 148910-8-0 (min. 0.") 2 = -46(LC 9) Max Uplift 2 718(LC 4) 8 811(LC 5) Max Gmv 2 = 1490(LC 2) 8 = 1675(LC 2) FORCES (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOPCHORD 2-3=48742382, 3d=50B9/2537, 4-5=-4451f2221, 5.6=43902196, 6-7=-44782221, 7-8=43062160 BOTCHORD 2.14=-2296/4751, 2-13=-2330/4751, 12-13=2330/4751, 11-12=-2427/4960, 10-11=2109/4390, 8-10=2011/4079, B-21=-339295 WEBS 3.12=-685/566, 4.12=-251/597, 4-11=885/481, 5-11=-282/587,6.10=-1161467,7-10=3541497 Hip Girder NOTES 1) 2-ply truss to be connected together with 10d (0.131''x3') nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0.9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (8) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. s desin. 4) Unbalanced roof live loads have been Wind: ASCE 7-10; Vult=considered 170mph (3 secondgust) Vasdhil 2mph: TCDL=S.Opsf; BCDL=S.Opsf, h=25ft; Cat. II; Exp C; Encl., GCpl=O.la; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) Plates checked for alus or minus 0 degree 7) This truss has been designed for a 110.0 firotation m fist bottom chord live load nonconcument with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-" wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 718 lb uplift at joint 2 and 811 lb uplift at joint 8. 10) •Semi -rigid pilchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 lb down and 1191h up at 10.5-12, and 223 lb down and 254 lb up at 12-0-11. and 178lb down and 238 lb up at 13-2-7 on top chord, and 252 lb down and 134 lb up at 10-5-12,.and 216 lb down and 96 lb up at 11-11-2, and 456 lb down and 241 lb up at 13-1-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) 1) Regular. Lumber Increas-1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-2=-30, 2-4=60, 4-5=60, 56=60, 66=60, B-9=30, 14-18=20 Concentrated Loads (Ib) Vert: 4=-58(F) 5=-123(F) 6=-119(F) 12=225(F) 11=-195(F) 10=-408(F) 1.28 12 44 = 44 = 44 = C51 I DEFL in (loc) Wan Lld TC 0.87 Vert(LL) 0.2812.13 >900 360 BC 0.83 Vert(fL) -0.5012.13 >502 240 WB 0.12 Horz(TL) oxit 8 nla n/a (Matrix-M) 2) Regular Only: Lumber Increase=1.25, Plate Increase=125 Uniform Loads (pin Vert: 1-2=30, 24=70, 4.5=-70, 5.6=70, 6-8=-70, 8-9=-30, 14-18=-20 Concentrated Loads (Ib) Vert: 4=66(F) 5=143(F) 6=138(F) 12=-252(F) 11=216(F) 10=-456(F) 3) IBC SC Live: Lumberincrease=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1.4=-30, 4.5=30, 56=-30, 6-8=30, 14-18=40 Concentrated Loads (lb) Vert: 4=36(F) 5=69(F) 6=70(F)12=210(F) 11=-210(F)10=391(F) 4) MWFRS Wind Left: Lumber Increase=1.33, Plate Increas-1.33 Uniform Loads (pin Vert: 1-2=10, 24=52, 4-5=52, 5-6=52, 6-8=34, 8-9=21, 14-18-10 H-a: 2.4=62, 4-5=62, ";= 4, 8-9=31 Concentrated Loads (lb) Vert: 4=51(F)5=117(F)6=120(F)12=124(F)11=76(F)10=221(F) 5) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=-101 24=32, 4-5=30, 56=52, 6-8=52, 8-9=39, 14-18=-10 Horz: 24=42, 4-5=40, 66=62, B-9=49 Concentrated Loads (lb) Vert: 4=71(F)5=161(F)6=101(F)12=124(F)11=76(F)10=221(F) n MWFRS Wind Left Positive: Lumber Inciease=1.33, Plate Increase=1.33 Unfforn Loads (pit) Vert• 1-2=-30, 24=6, 4-5=6, 5-6=86.8=-12, 8-9=1, 14-18=20 Horz: 24=-36, 4-5=-36, 6.8=18, 8-b-31 Concentrated Loads (lb) Vert: 4=97(F)5=208(F)6=211(F)12=134(F)11=96(F)10=241(F) 7) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=-30, 24=14, 4-5=-16, 5-6=6, 6-8-6, 8-9=19, 14-18=20 Horz: 2.4=-16, 4.5=14, 6-8-36, 8-9=19 Concentrated Loads (Ib) Vert: 4=1 17(F) 5=252(F) 6=193(F) 12=134(F) 11=96(F) 10=241(F) 8) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2>10, 24=52, 4-5=52, 5-6=29, 6-8=29, 8-9=16, 14-18=-10 Horz: 24=-62, 4-5=62, "*ill 8-9=26 Concentrated loads (Ib) Vert: 4=51(F)5=117(F)6=147(F)12=124(F)11=76(F)10=221(F) 9) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Incrase=1.33 Uniform Loads (pit) Vert 1.2=-10,2-4=29,4-5=295-6=29, 6-8=52, 8.9=39, 14.18=-10 Horz: 24=-39, 4.5=39, 6-8Z. 8-9=49 Concentrated Loads (lb) Vem 4=74(F) 5=162(F) 6=124(F) 12=124(F) 11=76(F) 10=221(F) 10) MWFRS 3rd Wind Parallel: Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=10, 2-4=52, 4.5=52, 56=29, 6-8=29, 8-9=16, 14-18=10 Horz: 24=-62, 4.5=-62, 66=39, 8-9=26 Concentrated Loads fib) Vert: 4=51(F)5=117(F)6=147(F)12=124(F)11=76(F)10=221(F) 11) MWFRS 41h Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=10, 24=29, 4-5=29, 56=29, 66=52, 8-9=39, 14-18=10 Horz: 24=39, 4-5=-39, 66=62, 8-9=49 Concentrated Loads (lb) Vert: 4=74(F)5=162(F)6=124(F)12=124(F)11=76(F)10=221(F) 12) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=30, 24=6, 4-5=6, 56=16, 6-8=-16, 8-9=4, 14-18=-20 Horz: 24=36, 4.5= 36, 66=14, 8-9=26 Concentrated Loads (Ib) Vert:4=97(F)5=208(F)6=238(F)12=134(F)11=96(F)10=241(F) 13) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=-30, 24=-16, 4-S=16, 5-6=16, 66=6, 8.9=19, 14-18=20 Horz: 24=14, 4.5=-14, 6-8=36, 8-9=49 A0175945I I ppl� is i B la lq�] Vll j �p[4,D 9 gV5r�013 Dg. I 20-11-5 20- 1-7 5-1-10 0-0-2 Scale = 1:34.1 Camber = 5/16 in 3.00 12 Sx4 7 �T � ci N N 8 9 3x6 = 1675#/-811# 20-2-7 0-11- 7-0-0 8-1 PLATES GRIP MT20 244/190 Weight: 1701h FT=0 Concentrated Loads (Ib) Vert: 4=119(F)5=254(F)6=216(F)12=134(F)11=96(F) 10=241(F) 14) Live Only: Lumber Incrase=0.90, Plate Increase=0.9D PIL metal=0.90 Uniform Loads (pit) Vert: 14=-30, 4-5=30, 5.6=-30, 6-9=30, 14-18=20 Concentrated Loads (lb) Vert: 4=31(F) 5=64(F) 6=64(F) 12=144(F) 11=135(F) 10=262(F) 15) MWFRS Wind Left Positive +Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-2=-30, 24=33, 4.5=-33, 5-6=33, 6.8=46, 8.9=-7, 14-I8=-20 Horz: 24=-27, 4-5=-27, 6-8=14, 8-9=23 Concentrated Loads (lb) Vert: 4=75(F) 5=160(F) 6=162(F) 12=88(F)1111(F) 10=160(F) 16) MWFRS Wind Right Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vera 1.2=-30, 24=48, 4-5=49, 5-6=-33, 6.8=-33, 8.9=7, 14-18=20 Horz: 2-4=-12, 4-5=-11, 6-8.2718.9=37 Concentrated Loads (Ib) Vert 4=90(F) 5=194(F) 6=149(F) 12=88(F)11=63(F) 10=160(F) 17) MWFRS 1st Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-30, 24=33, 4-5=-33, 5-6=50, 6-6=-50, 8-9=-10, 14-18=-20 Horz: 24=-27, 4-5=-27, 6-8=10, 8-9=20 Concentrated Loads fib) Vert: 4=75(F)5=160(F)6=183(F)12-88(F)11--63(F)10=160(F) 18) MWFRS 2nd Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-2=-30, 24=50, 45=-50, 5.6=50, 6-8=33, 8-9=7, 14-18=20 Horz: 24=-10, 4-5=-10, 6-8=27, 8-9=37 Concentrated Loads (lb) Vert 4=92(F)5=195(F)6=166(F)12=88(F) 11=63(F) 10=160(F) 19)1st unbalanced Regular. Lumber Incrase=1.25, Plate Increas-1.25 Uniform Loads (pit) Vert: 1-2=-30, 24=-60, 4.5=-6D, 5.6=60, 6.9=-30, 14-18=20 Concentrated Loads (Ib) Vert 4=511 F) 5=123(F) 6=149(F) 12=225(F) 11=195(F) 10=4DB(F) 20) 2nd unbalanced Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-4=-30, 4-5=-30, 5-6=-60, 6-B=60, 8.9=30, 14.18=20 Concentrated Loads (lb) Vert 4=88(F) 5=183(F) 6=119(F) 12=-225(F) 11=195(F) 10=-408(F) 21)3rd unbalanced Regular Only: Lumber Increase=1.25, Plate Incrase=1.25 Uniform Loads (pit) Vert: 1-2=30, 2-4=70, 4-5=70, 5-6=70, 6-9=-30, 14-18=20 Concentrated Loads (IL) Vert: 4=66(F) 5=143(F) 6=178(F) 12=-252(F)11=216(F) 10=456(F) 22) 4th unbalanced Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 14=-30, 45=30, 56=70, 6-8=70, 8-9=30, 14-18=20 Concentrated Lads fib) Vert: 4=106(F) 5=223(F) 6=-138(F) 12=252(F) 11=-216(F)10=456(F) 0-Q-0 7-5-8 13-4-15 17-1-13 22-5-7 22,5-9 0- -3 7-5-8 5-11-7 3-8-15 5-3-10 Scale = 1:35.6 Camber= 3/8 in 1024#/443# 4x6 = 2.02 12 3.00112 3x8 11 1.5x4 II 3x8 MT20H= 4x8 = 3x8 II 3x6 = 13-4-15 LOADING(psf) SPACING 2-" CSI DEFL in (loc) /deg L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC It Vert(L-) 0.45 8-10 >601 360 MT20 244/190 TCDL 15.0 Lumber Increase 125 BC 0.91 Vert(TL) -0.54 8--10 >500 240 MT20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.46 Hom(TL) 0.09 6 Na We BCDL 10.0 Code FRC2010/TPI2007 (Matrix-M) Weight: 911b FT=0% LUMBER TOP CHORD 2x4 SP No.2 GOT CHORD 2x4 SP No.2 *Except* 81: 2x4 SYP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS T-Bmce: 2x4 SYP No.3 - 3-8 Fasten (21) T and I braces to narrow edge of web with 10d (0.131"x3) nails, Gin o.c. ,with 3in minimum end distance. Bruce must rover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed dude truss emcfion in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2 = 911/0-10-0 (min.0-1-8) 6 - 895/0-8-0 (min. 0-1-8) Max Harz 2 = -54(LC 13) Max Uplift 2 = 443(LC 8) 6 - -396(LC 9) Max Gmv 2 = 1024(LC 2) 6 = 1006(LC 2) FORCES (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-11621808. 2-2=-161311200, 2.3=3848/2885, 34=2464/1844. 4-5=-254011898, 5G=-28692205, 6-19=-721/466 BOTCHORD 2-15=-863/1 1 33, 2-11=1252/1689, 2-10=2757/3754, 9-10=-275713754, 8-9=275V3754, 6-8=-20302724, 6-20=-443/693 WEBS 3-8=1440/1143, ". 2991555, 5.8=3651379 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL-5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zane; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are MT20 plates unless otherwise Indicated. 4) Plates checked for a plus or minus 0 degree rotation about Its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 443 lb uplift at Joint 2 and 396 lb uplift at joint 6. 8)'Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 9) Warning: Additional permanent and stability bracing for buss system (not part of this component design) Is always required. LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=30, 24=-00, 4.6=60, 6-7=30, 11-16=-20 2) Regular Only Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 24=70, 4-6=-70, 6-7=30, 11-16=20 3) IBC BC Live: Lumbar Increase=1.25, Plate Inuease=1.25 Uniform Loads (pit) Vert: 14=-30, 4-7=30, 11-16=-40 4) C-C Wind: Lumber Increase=1.33, Plate Inuease=1.33 Uniform Loads (plf) Vert 1-2=-10, 24=88, 4-6=88, 6-7=76, 11-16=10 Harz: 2.4-98, 4-6=98, 6-7=86 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (ply Vert: 1-2=10, 24=88, 4-6=88, 6-7=10, 11-16=10 Horz: 2.4=-98, 4.6=98 6) C-C Wind Positive: Lumber Increas-1.33, Plate Inuease=1.33 Uniform Loads (pit) Vert: 1-2=-30, 24=64, 4-0=-64, 6-7=51, 11-16=20 Horz: 24=34, 4-6=34, 6-7=21 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30, 24=64, 41i=64, 6-7=30, 11-16=20 Horz: 24=34, 4-6=-34 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Inuease=1.33 Uniform Loads (pin Vert: 1-2=-10, 24=52, 4.6=34, 6.7=21, 11-16=10 Horz: 24--62, 4-6=44, 6-7=31 9) MWFRS Wind Right: Lumber Inuease=1.33, Plate Inuease=1.33 Uniform Loads (pit) Vert 1-2=-10, 2-4=32, 4.6=52, 6.7=39, 11-16=-10 Horz: 24=42, 4-6=62, 6-7=49 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 24=6, 4-6=-12, 6-7=1, 11-16=20 Harz: 24=36, 4-6=18, 6.7=31 11) MWFRS Wind Right Positive: Lumber Inuease=1.33, Plate Inuease=1.33 Uniform Loads (plf) Vert: 1-2=30, 24--14, 4-6=6, 6.7=19, 11-16=20 Horz: 24=16, 4-6=36, 6-7=49 12) MWFRS 1st Wind Parallel: Lumber Inuease=123, Plate Inuease=1.33 Uniform Loads (plf) Vert: 1-2=-10, 24=52, 46=29, 6-7=16, 11-16=10 Hoe 24=62, 4-6=39, 6-7=26 13) MWFRS 2nd Wind Parallel: Lumber Inuease=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-10, 24=29, 4-6=52, 6-7=39, 11-16=10 Horz: 24=39, 4.6=62, 6-7=49 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plq Vert: 1-2=10, 24=52, 4-6=29, 6-7=16, 11-16=10 Horz: 24=62, 4-6=39, 6-7=26 15) MWFRS 4th Wind Parallel: Lumber Inuease=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=-10, 24=29, 4-6=52, 6-7=39, 11-16=10 Horz: 24-39, 4.6=62, 6.7=49 16) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 - Uniform Loads (plf) Vert: 1-2=30, 24=6, 4-6=-16, 6-7=4, 11-16=-20 Horz: 24=36, 4-6=14, 6-7=26 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 ' Uniform Loads (plf) Vert: 1-2=30, 24=-16, 4.6=6, 6-7=19, 11.16=20 Horz: 24-14, 4-6=36, 6-7=49 18) Live Only Lumber Increase=0.90, Plate Inuease=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 14=-30, 4.7=-30, 11-16-20 19) C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Inuease=1.33 Uniform Loads (pin Vert: 1-2=30, 24=-86, 4-6=86, 6-7=46,11-16=-20 Horz: 24=26, 4-6=26, 6-7=-16 1006#/-396# 20) 2nd C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30, 24=86, 4.6=-86, 6.7=30, 11-16=20 Horz: 24=26, 4-6=-26 21) MWFRS Wind Left Positive + Regular. Lumber Inuease=1.33, Plate Increase=1.33 Uniform Loads (pin Vert 1-2=-30, 2.4=33, 4-6=-46, 6-7=7, 11-16=20 Harz: 2-4=27, 4-6=14, 6.7=23 22) MWFRS Wind Right Positive +'Regular. Lumber Increase=1.33, Plate Inuease=1.33 Uniform Loads (pit) Vert: 1-2=-30, 24=48, 4-6=-33, 6-7=7, 11-16=20 Horz:24=-12, 4-6=27, 6-7=37 23) MWFRS 1st Wind Parallel Positive + Regular. Lumber Increase=11.33, Plate Increase=1.33 Uniform Loads (plf) Vert 1-2=-30, 24=33, 4-6=-50, 6-7=10, 11-16=20 Horz: 2-4=-27, 4.6=10, 6.7=20 24) MWFRS 2nd Wind Parallel Positive + Regular. Lumber Inuease=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert 1-2=30, 24=50, 4-6=33, 6-7=7, 11-16=20 Horz: 24=10, 4-6=27, 6-7=37 25)1st unbalanced Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vera 1-2=30, 2-4=60, 4-7=-30, 11-16=-20 26) 2nd unbalanced Regular: Lumber Increase=1.25, Plate Inuease=125 Uniform Loads (plf) Vert: 14=30, 4.6=60, 6-7=30, 11-16=20 27) 3rd unbalanced Regular Only. Lumber Inuease=1.25, Plate Increase=1.25 Uniform Loads (ply Vera 1-2=-30, 24=70, 4-7=-30, 11-16=-20 28) 4th unbalanced Regular Only: Lumber Inrzeas-1.25, Plate Inuease=1.25 Uniform Loads (pin Vert: 14=-30, 4-6=70, 6-7=30, 11-16=-20 Special �1 1 1043#/448# LOADING(psf) SPACING 2-M TOLL 20.0 Plates Increase 1.25 TCDL 15.0 Lumber Increase 125 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FRC2010/rP12007 LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SYP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 2-3-9 no pudins. BOT CHORD Rigid ceiling directly applied or 4-" no bracing. MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) (min. 0-1-8) 7 92310-6-0 (min. 0.1-8) Max Horz 2 = Max Uplift -57(LC 13) 2 = 7 = 448(LC 8) Max Grav 412(LC 9) 2 = 1043(LC 2) 7 = 1038(LC 2) FORCES (16) . - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-1252/960,2-2=-1346/995, 2-3=3456/2421, 34=343112427, 4-5=-2512/1861, 55=-2596/1913, 6-7=299312287, 7.20=662/439 BOTCHORD 2.16=-922/1206,2-12=1007/1377, 2-11=2296/3325, 10-11=264413482, 9-10=2644/3482, 7.9=-2107/2842, 7-21=415/632 WEBS 4-11 =-1 431383, 4-9=-111911039. 5.9=-338/615, 6.9=417/471 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsh h=25ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantileverleft and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are MT20 plates unless otherwise Indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 448 lb uplift at joint 2 and 412 lb uplift at joint 7. 8)'Semi-rigid pitchbmaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Regular. Lumber Increas-1.25, Plate Inuease=1.25 Uniform Loads (plf) Vert: 1-2=.30, 2-3=-60, 35=60, 5.7=-60, 7-8=30, 12-17=20 2) Regular Only: Lumber Inuease=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-3=-70, 3-5=70, 5.7=-70, 7-8=30, 12-17=-20 3) IBC SC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (p1 Vert: 1-3=-30, 3-5=-30, 5-8=30, 12-17=-40 4) C-C Wind: Lumber Increase=1.33, Plate Inuease=1.33 Uniform Loads Of) 2.02 12 4x6 - CSI I DEFL in (Ioc) Vden L/d TC 0.87 Vert(LL) 0.40 9.11 >698 360 BC 0.65 Vart(TL) -0.70 9.11 >396 240 INS 0.82 Hom(TL) 0.09 7 n/a n1a (Matrix-M) , Vert: 1-2=10, 2-3=88, 35=88, 5-7=88, 7.8=76, 12.17=-10 Horz: 2-3=-98, 3-5=98, 5-7=98, 7-8=86 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=10, 2.3=88, 3.5=88, 5-7=88, 7-8=10, 12-17=10 Horz: 2-3=-98, 3-5=98, 5-7=98 6) C-C Wind Positive: Lumber Increase=1.33, Plate Inuease=1.33 Uniform Loads (pit) Vert 1-2=-30, 2-3=64, 3.5=.64, 5-7= 64 7-8=-51, 12-17=-20 Horz: 2-3=34, 3-5=34, 5.7=-34, 7.8=21 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-2= 30, 2-3=-64, 3-5=-64, 5.7=64, 7-8=-30, 12.17-20 Horz: 2.3=34, 3.5=34, 5.7=-34 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-10,2-3=52, 3.5=52,5.7-34,7-8=21,12-17=-10 Harz: 2-3=62, 3-5=62, 5-7=44, 7.8=31 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2=-10, 2.3=33, 3.5=32, 5.7=52, 7-8=39,12-17=-10 Harz: 2.3=d3, 3-5=42, 5-7=62, 7-8=49 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=6, 3.5=6, 5-7=12, 7.8=1, 12-17=-20 Horz 2-3=36, 3-5=36, 5-7=18, 7-8=31 11) MWFRS Wind Right Positive: Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=-13, 3-5=14, 5-7=6, 7-8=19, 12-17=-20 Horz: 2-3=17, 3-5=-16, 57=36, 7-8=49 12) MWFRS 1st Wind Parallel: Lumber Increase 1.33, Plate Inuease=1.33 Uniform Loads (pl0 Vert: 1-2=10, 2-3=52, 3.5=52, 5-7=29, 7.8=16, 12.17=10 Horz: 2-3=-62, 3.5=-62, 5.7=39, 7-8=26 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1V10,2 .2=10, 2-3229, 3.5=29, 5.7=52, 7-8=39, 12-17=10 Hem 2-3=39, 3-5=39, 5-7=62. 7.8=49 14) MWFRS 3rd Wind Parallel: Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2=10, 2.3=52, 3.5=52, 5.7=29, 743=16, 12-17=10 Hom 2.3=62, 3-5=4i2, 5-7=39, 7-8=26 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 2-3=29, 3.5=29, 5.7=52, 7-8=39, 12-17=10 Horz: 2.3=-39, 3-5=-39, 5-7=62, 7-8=49 16) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Pate Inuease=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=6, 3-5=6, 5-7=16, 7-8=4, 12-17=20 Hors: 2-3=36, 3-5=-36, 5.7=147.8=26 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Inuease=1.33 Uniform Loads (plf) Vert: 1-2=-30, 2-3=-16, 3-5=16, 5-7=6, 7-8=19, 12-17=-20 Horz: 2-3=14, 3-5=14, 5-7=36, 7.8=49 18) Live Only. Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1.3-30, 3-5=.30, 5-8=50, 12-17=-20 19) C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Inuease=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=-86, 3-5=86, 5-7=-86, 7.8=46, 12-17=20 Horz: 2-3=26, 3.5=26, 5-7=26, 7.8=-16 20) 2nd C-C Wind Poslt ve + Regular. Lumber Inuease=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=-86, 3-5=86, 5.7=-86, 7-8=-30, 12.17=-20 Hom 2.3=26, 3-5=26, 5-7=26 21) MWFRS Wind Left Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pll) Scale = 1:37.0 Camber= 112 in N 8 � lO 3x6 = 1038#/-412# PLATES GRIP MT20 2441190 MT20H 187/143 Weight- 981b FT= o% Vert: 1-2=-30, 2-3= 33, 3-5=-33, 5-7=46, 7-8=-7, 12-17=20 Harz: 2-3=-27, 3-5=27, 5-7=14, 7.8=23 22) MWFRS Wind Right Positive+ Regular. Lumber increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-3012-3=47, 3-5=48, 5-7=33, 7.8=7, 12-17=20 Horz: 2.3=13, 3-5=12, 5.7=27, 7-8=37 23) MWFRS 1st Wind Parallel Positive+ Regular. Lumber Increase=123, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30, 2.3=33, 3.5=33, 5-7=50, 7-6=10, 12-17=20 Horz: 2-3=-27, 3-5=-27, 5-7=10, 7-8=20 24) MWFRS 2nd Wind Parallel Positive + Regular. Lumber Increase=123, Plata Increase=123 Uniform Loads (pit) Vert: 1-2=-30, 2-3=50, 3-5=-50, 5-7=33, 7-8=7, 12-17=-20 Horz: 2-3=10, 3-5=-10, 5-7=27, 7-8=37 25)1st unbalanced Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-3=60, 3-5=-60, 5.8=30, 12-17=20 26) 2nd unbalanced Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.3=-30, 3-5=30, 5-7=-6D, 7-8=30, 12-17=20 27) 3rd unbalanced Regular Only. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-30, 2-3=70, 3-5=70, 5-8=30, 12-17=20 28) 4th'unbalanced Regular Only. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-3=-30, 3-5=30, 6-7=70, 7.8=90, 12-17=20 55561 IB04G Girder 0- -0 5-5-15 8-0-14 13-0 4 17-1-13 22-5-4 0- -2 5-5-15 2-6-15 4-11-6 4-1-10 5-3-6 2.02 F12 4x4 = 242#/REL 2x4 11 2192#/-1077# 8-0-14 13-0-4 LOADING(psf) SPACING 2-M TCLL 20.0 Plates Increase 1.25 TCDL 15.0 Lumber Increase 125 BCLL 0.0 Rep Stress Ina NO BCDL 10.0 Code FRC2D10/TPI2007 LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SYP No.2 WEBS 2x4 SP No.3'Except* W1: 2x6 SYP No.2 BRACING TOPCHORD Structural wood sheathing directly applied or 4.3-8 oc puriins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 7 = 2262/D-8-0 (min. 0-1-8) 12 = 1945/0-8-0 (min. 0-1-8) 2 - 010-8.1 (min. 0-1-8) Max Horz 2 = 65(LC 8) Max Uplift 7 = -1041(LC 5) 12 = -1077(LC 4) 2 - REL Max Gmv 7 = 2553(LC 2) 12 = 2192(LC 2) 2 = 242(LC 13) FORCES (Ib) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-2=3301389, 2-3=7501891, 34=17471489, 4-5=371211453, 5.6=-376911464, 6-7=-682812778 BOT CHORD 2-2=3851365,2-12=-8421790,ll-l2=-842/790; 10-11=-38311597, 9.10=-38311597, 9-21=-264216595, 21-22=-264216595, 8-22=264216595, 8-23=-2642/6595, 23-24=-264216595, 7-24=264216595 WEBS 4-11=-1182/637,4-9=-1088/2163,5-9=409/1236, 6-9=-3171/1426,6-8=-568/1515,3-12=18281917, 3-11=-1264/2723 NOTES 1) 2-ply truss to be connected together with led (0.131•x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at D-9-0 oc. Webs connected as follows: 2x4 -1 row at 0.9-0 oc, 2x6 - 2 rows staggered at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult--170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (envelope); cantilever left exposed; Lumber DOL=1.33 plate gdp DOL=1.33 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas more a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 1041 to uplift at joint 7 and 10771b uplift at joint 12. 9)'A' Indicates Released bearing: allow for upward movement at joint(s) 2. 10)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 40 Ib up at 12-0.8. 580lb down and 277 lb up at 14-041, 634 lb dawn and 284 lb up at 16-0-8, and 696 lb down and 297 lb up at 18.0-8. and 748lb down and 306 lb up at 20.0.8 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. CSI DEFL in (loc) I/defi L/d TC 0.49 Vert(LL) 0.13 8-9 >999 360 SC 0.80 Vert(TL) -026 8-9 >795 240 WB 0.55 Hoa(TL) 0.03 7 nla nla (Matrix-M) LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 24=80, 4.5=-60, 5-7=60, 2.13=20 Concentrated Loads (lb) Vert: 10=-54(B) 21=-514(B) 22=-561(B) 23=-616(B)24=-662(B) 2) Regular Only. Lumber Increase=125, Plate Inuease=1.25 Uniform Loads (pit) Vert: 1-2=-30, 2-4=70, 4-5=-70, 5-7=70, 2-13=20 Concentrated Loads (lb) Vert: 10=-64(13) 21=-5BO(B) 22=-634(8) 23=-696(8) 24=748(B) 3) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-30, 4-5=30, 5-7=-30, 2-13=40 Concentrated Loads (lb) Vert: 10=41(B) 21=427(8) 22=468(B) 23=516(B) 24=557(13) 4) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-10, 24=52, 4-5=52, 5-7=34, 2-13=10 Horz: 24=-62, 4-5=62, 5-7=44 Concentrated Loads (Ib) Vert 10=30(B)21=267(B)22=274(8)23=287(B)24=296(8) 5) MWFRS Wind Right: Lumber Increase=123, Plate Increase=1.33 Uniform Lcads (plf) Vert: 1-2=-10, 24=33, 4.5=32, 5.7=52, 2-13=-10 Horz: 24=43, 45=42, 5-7=62 Concentrated Loads (lb) Vert: 10=30(B)21=267(B)22=274(B)23=287(B)24=296(B) 6) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-30, 24=6, 4-5=6, 5-7=-12, 2-13-20 Horz: 24=36, 45=36, 5.7=18 Concentrated Loads (lb) Vert: 10=40(B)21=277(B)22=284(B)23=297(B)24=306(B) 7) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-30, 24=13, 4-5=-14, 5-7=6, 2-13=20 Horz: 24=-17, 4-5=16, 5-7=36 Concentrated Loads (Ib) Vert: 10=40(B) 21=277(B) 22=284(B) 23=297(B) 24=306(B) 8) MWFRS tat Wind Parallel: Lumber Inuease=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-10, 24=52, 4-5=52, 5-7=29, 2.13=-10 Horz: 24=62, 4.5=62, 5-7=39 Concentrated Loads (lb) Vert: 10=30(B)21=267(B)22=274(B)23=287(B)24=296(B) 9) MWFRS 2nd Wind Parallel: Lumber Incmase=1.33, Plate Increase=1.33 Uniform Loads (pll) Vert: 1.2=-10, 24=29, 4-5=29, 5-7=52, 2-13=10 Horz: 24=-39, 4-5=-39, 5-7=62 Concentrated Loads (lb) Vert 10=30(B) 21 =267(B) 22=274(B) 23=287(B) 24=296(B) 10) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=10, 24=52, 4.5=52, 5-7=29, 2.13=10 Horz: 24=62, 4.5=-62, 5.7=39 Concentrated Loads (Ib) Vert: 10=30(8)21=267(B)22=274(B)23=287(B)24=296(B) 11) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=10, 24=29, 4-5=29, 5-7=52, 2.13=10 Horz: 24=39, 4-5=-39, 5.7=62 Concentrated Loads (Ib) Vert: 10=30(B) 21=267(B) 22=274(B) 23=287(B) 24=296(B) 12) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plQ Vert: 1-2=.30, 24=6, 45=6, 5.7=16, 2-13=-20 Harz: 24=36, 4-5=-36, 5-7=14 Concentrated Loads (lb) Scale=1:35.8 Camber = 3/16 In 3.00112 2553#/-1041# PLATES GRIP MT20 2441190 Weight: 224 lb FT=0 Vert: 10=40(B) 21=277(B)22=284(B)23=297(13)24=306(B) 13) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Lads (plf) Vert: 1.2=30, 2.4=16, 4-5=-16, 5-7=6, 2-13=20 Horz: 24=-14, 4.5=-14, 5-7=36 Concentrated Loads (lb) Vert: 10=40(B) 21 =277(B) 22=284(B) 23=297(B) 24=306(B) 14) Live Only: Lumber Increase=0.90, Plate Inuease=0.90 PR metal=0.9D Uniform Loads (pif) Vert: 14=-30, 4-5-30, 5-7=-3D, 2-13=20 Concentrated Loads (lb) Vert: 10=-25(B) 21=313(B) 22=-343(B) 23=377(13) 24=406(B) 15) MWFRS Wind Left Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p8) Vert: 1.2=-30, 24=33, 4-5=33, 5.7=-46, 2-13=-20 Horz: 24=-27, 45=-27, 5.7=14 Concentrated Loads (lb) Vert: 10=29(B)21=179(B)22=182(B)23=188(B)24=192(B) 16) MWFRS Wind Right Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-30, 24=47, 4-5=48, 5-7=33, 2-13=20 Horz: 24=-13, 4-5=-12, 5-7=27 Concentrated Loads (lb) Vert; 10=29(B)21=179(B)22=182(B)23=188(B)24=192(B) 17) MWFRS tat Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2=-30, 24=-33, 4-5=-33, 5-7=-50, 2-13=-20 Horz: 24=-27, 4-5=-27, 5-7=10 Concentrated Loads (to) Vert: 10=29(B) 21=179(B) 22=182(B) 23=188(B) 24=192(B) 18) MWFRS 2nd Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2--30, 24=50, 4.5=-50, 5.7=33, 2-13-20 Horz: 24-10. 4-5=-10, 5.7=27 Concentrated Leads (lb) Vert: 10=29(B)21=179(B)22=182(B)23=188(B)24=192(B) 19) 1st unbalanced Regular. Lumber Increase=1.25, Plate Increase=125 Uniform Loads (plf) Vert: 1-2=-30, 24=60, 4-5=-60, 5-7=30, 2-13=-20 Concentrated Loads Qb) Vert: 10=-54(B) 21=514(B) 22=-561(B) 23=816(B) 24=662(B) 20) 2nd unbalanced Regular. Lumber Inuease=125, Plate Increase=125 Uniform Loads (plf) Vert: 14=30, 4.5=-30, 6.7=-60, 2-13=20 Concentrated Loads (lb) Vert: 10=54(B) 21=514(B) 22=561(B) 23=-616(B) 24=-662(B) 21) 3rd unbalanced Regular Only. Lumber Inuease=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 24=70; 4-5=-70, 5-7=30, 2-13=-20 Concentrated Loads (lb) Vert: 10=-64(B) 21=580(B) 22=-634(B) 23=-696(B) 24=748(B) 22) 4th unbalanced Regular Only: Lumber Increase=1.25, Plate Inuease=1.25 Uniform Loads (pI) Vert: 14=-30, 4-5=-30, 5-7=40, 2-13=20 Concentrated Loads (lb) Vert: 10=-64(B) 21=580(B) 22=-634(B) 23=-696(B) 24=748(13) Special Girder AO1 520ftf-243# LOADING(psn TCLL 20.0 SPACING 2-0-0 TCDL 15.0 Plates Increase 1.25 BCLL 0.0 Lumber Increase 1.25 Rep Stress Ina NO BCDL 10.0 Code FRC2010rFP12007 LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied BOTCHORD or 6.0-0 oc purilns, except end verticals. Rigid ceiling directly applied or ID-0-0 oc bracing. MITek recommends that Stab1112em end required cross bracing be Installed during truss erection in accordance with Stabilizer Installation guide REACTIONS (lb/size) 2 = 455/0-8.0 (min. 0.1-8) 5 = Max Horz 477/Mechanical 2 = Maz Uplift 73(LC 8) 2 ' 5 = -243(LC 8) Max Grev -267(LC 4) 2 = 520(LC 21) 5 = 538(LC 2) FORCES (lb) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=735/327, 3-11=-648/320, 4-11=667/329, 4-5=508/260 BOT CHORD 2-7=2571665, 2-6=3301665 WEBS 4-6=3631746 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vul1=170mph (3-secend gust) Vasd=132mph; TCDL=5,opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Plates checked for a plus or minus 0 degree rotation about Its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplift at)gint 2 and 267 lb uplift at Joint S. 8) 'Semi-rigld pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 84 lb down and 84 lb up at 54-10, and 110 lb dawn and 1261b up at 5.9-10 on top chord, and 228 to down and 143 lb up at 54.10, and 37.Ib down and 1 lb up at 5-9-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Unit.= Loads (pin Vert: 1-2=-30, 2-3=-60, 34=60, 5-7=20 Concentrated Loads (Ib) Vert: 3=-39(F) 6=-221(F) 11=-60(F) 2) Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-2=-30, 2-3=-70, 34=70, 5-7=-20 Concentrated Loads Qb) Vert: 3=-44(F) 6=-247(F) 11=70(F) 3) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-3=-30, 34=30, 5-7=40 Concentrated Loads (lb) CSI I DEFL in (too) I/deg Ud TC 0.48 Vert(LL) -0.O1 6-10 >999 360 BC 0.35 Vert(TL) -0.03 6-10 >999 240 WB 0.30 Horz(TL) 0.01 5 n/a n/a (Me dx-M) Vert: 3=29(F) 6=218(F) 11=-32(F) 4) MWFRS Wind Left: Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=-10, 2-3=52, 34=30, 5-7=10 Horz: 2-0=62, 3-4=40 Concentrated Loads (lb) Vert: 3=37(F) 6=124(F) 11-79(F) 5) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=10, 2-3=34, 34=52, 5.7=-10 Harz: 2.3=44, 34=62 Concentrated Loads (lb) Ven: 3=15(F)6=124(F)11=57(F) 6) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-2=30, 2-3=6 34=151 5-7=-20 Horz: 2-3=36, 34=15 Concentrated Loads (lb) Vert 3=83(F) 6=144(F) 1 1=125(F) 7) MWFRS Wind Right Positive: Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-30, 2.3=-12, 34=6, 5-7=-20 Horz: 2-3=18, 34=36 Concentrated Loads (lb) Vert: 3=61(F) 6=144(F) 11=103(F) 8) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) - Vert 1-2=10, 2.3=52, 34=29, 5-7=10 Horz: 2-3=-62, 34=39 Concentrated Loads (lb) Vert: 3=38(F) 6=124(F) 1 1=80(F) 9) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Inaease=1.33 Uniform Loads (plf) Vert: 1.2=-10, 2-3=29, 34=52, 5-7=10 Harz: 2-3=-39, 34=62 Concentrated Loads (Ib) Vert: 3=15(F) 6=124(F) 1 1=57(F) 10) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Inaease=1.33 Uniform Loads (pit) Vert: 1-2=10, 2-3=52, 34=29, 5-7=-10 Horz: 2-3=-62, 34=39 Concentrated Loads (lb) Vert: 3=38(F) 6=124(F) 11=80(F) 11) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1.2=10, 2a=29, 34=52, 5.7=-10 Horz: 2.3=-39, 34=62 Concentrated Leads (lb) Vert: 3=15(F) 6=124(F) 1 1=57(F) 12) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1.2=.30, 2-3-6, 34=-16, 5-7=-20 Horz 2.3=-36, 34=14 Concentrated Loads 0b) Vert: 3=84(F) 6=144(F) 1 1=126(F) 13) MWFRS 2nd Wind Parallel Positive: Lumber Inaease=1.33, Plate Increase=1.33 Unifohm Loads (pin Vert: 1.2=30, 2-3=-16, 34=6, 5-7=-20 Horz: 2-3=14, 34=36 Concentrated Loads Qb) Vert: 3=61(F)6=144(F)11=103(F) 14) Live Only; Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pin Vert: 1.3=30, 34=-30, 5-7=20 Concentrated Loads (Ib) Vert: 3=-23(F)6=-142(F)11=-30(F) 15) MWFRS Wind Left Positive +Regular. Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (plo 44 c 1.50112 1.Sx4 II PLATES GRIP MT20 244119D Weight: 29lb FT=0% Scale = 1:14.2 Vert 1-2=-30, 2-3=33, 34=49, 5.7>20 Horz: 2.3=-27, 34=11 Concentrated Loads (lb) Vert 3=65(F)6=98(F)11=96(F) 16) MWFRS,Wind Right Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2.3=-46, 34=331 5.7=20 Horz: 2-3=-14, 34=27 Concentrated Loads (lb) Vert 3=48(F) 6=98(F) 11=80(F) 17) MWFRS 1st Wind Parallel Positive + Regular. Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert 1.2=-30, 2-3=33, 34=50, 5-7=20 Horz: 2-0=-27, 34=10 Concentrated Loads (lb) Vert: 3=65(F) 6=98(F) 11=97(F) 18) MWFRS 2nd Wind Parallel Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2= 30, 2-3=50, 34=-33, 5.7=20 Horz: 2-3=101 34=27 Concentrated Loads (lb) Vert: 3=48(F) 6=98(F) 11=80(F) 19) 1st unbalanced Regular. Lumber Increase=1.25, Plate Increas-1.25 Uniform Loads (pit) Vert: 1.2=-30, 2-3=80, 34=-30, 5-7-20 Concentrated Loads (16) Vert: 3=69(F) 6=221 (F) 11 =-90(F) 20) 2nd unbalanced Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-3=-30, 34=-60, 5.7=-20 Concentrated Loads (lb) Vert 3=.39(F) 6=221(F) 11=60(F) 21) 3rd unbalanced Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert' 1-2=30, 2.3=70, 34=30, 5.7=20 Concentrated Loads (lb) Vert 3=84(F) 6=247(F) 11=-110(F) 22) 4th unbalanced Regular Only: Lumber Inaease=1.25, Plate Increa-1.25 Uniform Loads (pit) Vert: 1-3=-30, 34=70, 5-7=-20 Concentrated Loads (Ib) Vert: 3=-44(F) 6=247(F) 11--70(F) Job Truss Truss Type QN Ply 55561 CO2 Roof Special 1 1 AO'75950 ' JgobzQRefeprepnrgm)(ootionall ` A7 ROOF TRUSSES, FORT PIERCE, FL 34846, Scott Even ID:2IWDUMbg7Rlyybjriy9�4�nts$L7ZVS1Rli-YYQ4OS�W UWLKNhFI'L�a' Ir�rl'bltn�Lig?f�1�C�5�2iOW 0-Q-0 6-6-8 7-8-14 0-0-2 6-6-8 1-2-6 Scale = 1:14.2 4x4 = 1.50112 Camber= 1/8 In 1.5x4 II 3x6 = 3.00 12 T2 T1 n W1 W2 Na I i I B1 24 , 1.5x4 II LOADING(psi) SPACING 2-M CSI DEFL in ([cc) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.84 Vert(LL) 0.16 6-10 >584 360 MT20 244/190 TCDL 15.0 Lumber Increase 125 BC 0.59 Vert(TL) -021 6.10 >443 240 BCLL 0.0 ' Rep Stress ]nor YES WB 0.12 Hoa(fL) -0.00 2 n/a n/a BCDL 10.0 Code FRC2010/TPI2007 (Matrix-M) Weight: 271b FT=0% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-6 oc purlins, except end verticals. BOTCHORD Rigid calling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed dudn truss eragim In accordance with Stabilizer Installstlon aide. REACTIONS (lb/size) 2 = 391/0-8-0 (min. D-1-8) 5 221/Mechanical Max Horz 2 = 97(LC 12) Max Uplift 2 = -190(LC 8) 5 = -105(LC 8) Max Grav 2 = 440(LC 2) 5 = 249(LC 2) FORCES (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=7541751 BOTCHORD 2-10=-878/863 WEBS 3.6=2601325 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate gdp DOL=1.33 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. . 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 lb uplift at joint 2 and 105 lb uplift at joint S. 8)'Seml-dgid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=30, 23=-60, 34=60, 5-7=-20 2) Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-30, 23=70, 34=70, 5-7=-20 3) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 13=30, 34=30, 5.7=40 4) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-10, 2.3=113, 34=113, 5-7=110 Horz: 2-3=123, 34=123 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-10, 23=113, 34=113, 5-7=10 Ho- 23=123, 34=123 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Van: 1-2=-30, 2-3=74, 34=-74, 5-7=20 Horz: 2-3=44, 3-4=-44 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-2=30, 23=74, 34=74, 5.7=20 Harz: 23=44, 34=-44 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1.2=10, 2-3=52, 34--30, 5.7=10 Hors: 2-3=-02, 34=40 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert 1-2=10, 2-3=34, 34=52, 5.7=10 Harz: 2-3=44, 34=62 ,10) MWFRS Wind Left Pasitve: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 2.3=6, 34=-15, 5.7=20 Harz: 2-3=36, 34=15 11) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30, 2-3=-12, 34=6, 5-7=-20 Horz 23=18, 34=36 12) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Ven: 1-2=10, 2-3=52, 34=29, 5.7=-10 Horz: 2.3=-62, 34=39 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 23=29, 34=52, 5-7=-10 Horz: 2.3=39, 34=62 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pif) Vert:1-2=10, 23=52, 34=29, 5-7=-10 Horz: 2-3=-62, 34=39 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 2.3=29, 34=52, 5-7=-10 Harz: 2-3--39, 34=62 16) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-30, 2-3=6, 34=16, 5-7=20 Harz: 2-3=36, 34=14 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) - Vert: 1-2=30, 2-3=-16, 34=6, 5-7=-20 Horz: 23=14, 34=36 18) Live Only: Lumber Increase=0.90, Plate Increase=0.90 Pit, metal=0.90 Uniform Loads (plf) Vert: 1-3=30, 34=-30, 5-7=20 19) C-C Wind Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=-93, 34=93, 5-7=-20 Horz: 2-3=33, 34=33 20) 2nd C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Inuease=1.33 Uniform Loads (pit) Vert: 1-2=30, 2-3=93, 34=93, 5.7=-20 Horz: 2-3=33, 34=-33 21) MWFRS Wind Left Positive+ Regular. Lumber Increase=1.33, Plate Increas-1.33 Uniform Loads (plf) Vert: 1-2=30, 23=-33, 3-4=49, 5-7=-20 Horz: 2.3=27, 34=11 22) MWFRS Wind Right Positive + Regular. Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 23=-46, 34=33, 5.7=-20 Horz: 2-3=14, 374=27 1.5x4 II 23) MWFRS tat Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert 1-2=30, 2-3=33, 34=-50, 5-7=20 Horz: 2-3=27, 34=10 24) MWFRS 2nd Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-30, 2-3=50, 34=33, 5.7=20 Harz: 23=-10, 34=27 25) tst unbalanced Regular. Lumber Increase=1.25, Plate Increase=125 Uniform Loads (pit) Vert: 1.2=-30, 2-3=-60, 34=-30, 5-7=20 26) 2nd unbalanced Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads,(plf) Vert 1-3=-30, 3-4=60, 5.7=-2D 27) 3rd unbalanced Regular Only. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert 1-2=30, 2-3=70, 34=30, 5-7-20 28) 4th unbalanced Regular Only. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert 13=30, 34=70, 5-7=-20 A0175951 0-Q 1-8 -2 �.4tvvUUMDg fHlyDJnyKKntSbiVSrn}'�6k rig c 0-u 2 -9 - - 1-8-9 8 2 1 LOADING(psq TCLL 20.0 SPACING 2-D-0 TCDL 15.0 Plates Increase 1.25 Lumber Increase 1.25, BCLL 0.0 BCDL 10.0 Rep Stress Incr YES Code FRC2010/TPl2007 LUMBER TOP CHORD 2x4 SO No.3 BOT CHORD 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied 1-8-9 BOTCHORD or oc pudins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide REACTIONS (lb/size) 4 =-22/Mechanical 3-0/Mechanical Max Harz 2 ` 248/0-8-0 (min. 0-1-8) 2 = Max Uplift 35(LC 8) 4 = 3 ` -24(LC 2) 2 ` -31(LC 12) Max Grav 464(LC 8) 4 ` 3 ` 16(LC 8) 2 = 3(LC 2) 265(LC 2) FORCES (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.opsF BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load or 20.0psf an the bottom chard In all areas where a rectangle 3-" tall by 2.0.0 wide will fit between the and any other members. bottom chord 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstandingint 2. 7) Sdmi-rigid pltchbra24 lb l aks ift at withtfixed heels'�Member and fixity model was oused In the analysis and design of this truss. LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-5=-60, 2-5=30, 2-8=-30, 3-8=-60, 6-7=-20, 2.6=20, 24=-20 2) Regular Only: lumber Increase=1.25, Plate Increas-1.25 Uniform Loads (pin Vert: 1-5=-70, 2-5=30, 24i=30, 3-8=70, 6-7=20, 2-6=20, 24=20 3) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-5=30, 2-5=30, 2-3=30, 6.7=-40, 6.9=40, 2-9=20, 2.10=20, 4-10=40 4) C-C Wind: Lumber Increase=1.33, Plate Increas-1.33 Uniform Loads (pin Vert: 1-5=147, 2-5=10, 2-8=-10, 3-8=124, 6.7=10, 2.6=10, 24=10 Herz: 1-5=157, 3-8=134 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-5=111, 2-5=131, 2-8=111, 3-8=124, fi-7=-10, 2-6=10, 24=10 He- 1-5=121, 2-5=121, 2-8=121, 3-8=-134 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-5=6, 2-5=30, 2-8=-30, 3-8=-79, 6-7=-20, 2-6=20, 24=20 Hart 1-5=16, 3-8=49 7) 2nd C-C Wind Posltive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-5=-66, 2-5=f, 2-8=-66, 3-8=79, 6-7=-20, 2-6=20, 24=20 Harz: 1-5=36, 2-5=36, 2-8=36, 3-8=49 TCI 0.31 I DEFL In floc) I/deft Lrd BC 0.37 Vert(LL) 0.02 2 -928 360 WS 0.00 HorzVert(TL)) o.01 3 rda n/a (Matrix-M) 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-5=82, 2-5=59, 2-8=39, 3-8=52, 6-7=-10, 2-6=10. 24=10 Harz: 1-5=92, 2-5=49, 2.8=49, 3-8=-02 9) MWFRS Wind Right: Lumber Increas-1.33, Plate Increase=1.33 1 Uniform Loads (pit) J Vert: 1-5=21, 2-5=41, 2-8=21, 3-8=34, 6-7=-10, 2-6=10, 24=10 , , 3 10H= 1.5=31, 2-5=312-8=31.8=44 ) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1.5=19, 2-5=79, 2-8=19, 3-8�, 6-7=20, 2-6=20, 2�4=-20 H.cc 1-5=49, 2.5=49, 2-8=49, 3-8=-36 11) MWFRS Wind Right Positive : Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-5=1, 2-5=61, 2.8=1, 3-8=-12, 6-7=20, 2-6=20, 24=20 Hors: 15=31, 25=31, 2-8=-31, 341=-18 12) MWFRS list Wind Parallel: Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-5=39, 2-5=59, 2-8=39, 3-8=52, 5-7=10, 2-0=10, 24=-10 Hors: 1-5=-49, 2-5=49, 2-9=49, 3-8=-62 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 UUniform Loads (pit) Vert: 1.5=16, 2-5=36, 2-8=16, 3-8=29, 6-7=10, 2.6=10, 24=-10 Hoa: 15=26, 2-5=26, 2-8=26, 3-8=39 14) MWFRS 3rd Wind Parallel: Lumber Increase=1,33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-5=39, 2-5=59, 2-8=39, 3-8=52, 6-7=10, 2-6=10, 24=10 Hoc: 1-5=49, 2-5=49, 2-8=49, 3.8=-62 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-5=16, 2.5=36, 2.8=16, 341=29, 6-7=10, 2-6=10, 24=-10 HOR: 1-5=26, 2-5=26, 2-8=-26, 3-8=-39 16) MWFRS 1st Wind Parallel Positive: Lumber Increase-1.33, Plate Increas-1.33 Uniform Loads (plQ Vert: 1-5=19, 2-5=79, 2.8=19, 3-8=6, 6-7=20, 2-6=20, 24=20 Harz: 1.5=49, 2.5=49, 241=49, 3-8=-36 17) MWFRS 2nd Wind Pamllel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pll) Vert: 1-5=4, 2-5=56, 2-8=4, 3-8=-16, 6-7=20, 2-6=20, 24=20 Hort 1.5=26, 2-5=26, 2-8=-26, 3-8=14 18) Live Only: Lumber Increase=0.90, Plate Increase=0.90 Pit, metal=0.90 Uniform Loads (plf) Vert: 1-5=30, 2-5=30, 2-3=-30, 6-7=20, 2-6=20, 24=20 19) C-C Wind Positive +Regular. Lumber Incre ise=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-5=33, 2-5=30, 2-8=-30, 3-B=96, 6-7=-20, 2.6=20, 24=-20 Horz: 1-5=27, 3.8=36 20) 2nd C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-5=-87, 2-5=3, 2-8=-57, 3.8=-96, 6-7=20, 2-6=20, 24=-20 Hoe 1;%27, 2.5=27, 2.8=27, 3-8=36 21) MWFRS Wind Left Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pl() Vert: 1-5=23, 2-5=67, 241=7, 341=33, 6.7=-20, 2-0=20, 24=20 Hors: 1-5=-37, 2-5=37, 241=-37; 3-8=•27 22) MWFRS Wind Right Positive +Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plq Vert: 1-5=37, 2-5=53, 2-8=-7, 3-8=46, 6-7=20, 2-6=20, 24=-20 Harz: 1-5=-23, 2.5=23, 2-8=-23, 3-8=-14 23) MWFRS 1st Wind Parallel Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-5=23, 2-5=67, 2.8=7, 341=-33, 6-7=-20, 2-6=20, 24=20 Hort 1-5=-37, 2-5=37, 2-8=�37, 3-8=-27 24) MWFRS 2nd Wind Parallel Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin PLATES GRIP MT20 2441190 Weight: Slb FT=O% Vert: 1-5=40, 2.5-50, 2-8=10, 3-8=-50, 6.7=20, 2-0=20, 2-4=20 Harz: 1-5=-20, 2-5=20, 2-8=-20, 3-8=10 Scale = 1:6.0 155561 CJ3 IJack-Open 7 I 1 _ A�175952I 0--2 3-8-9 0A - -2 3-8-9 0-8-14 LOADING SPACING 2-M CSI DEFL In (loc) Wall Ud PLATES GRIP TCLL 20.D Plates Increase 1.25 TC 0.40 Vert(LL) -0.00 4-8 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 125 BC 0.37 Vert(TL) -0.00 4-8 >999 240 BCLL 0.0 • Rep Stress Ina YES WB 0.00 Hom(TL) -0.00 3 We We BCDL 10.0 Code FRC20l0fTP12007 (Matrix-M) Weight:11 lb FT = 0% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 3-8-9 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-P0 no bracing. MITek recommends that Stabilizers and required cross bracing be Installed Burin truss erection in accordance with Stabilizer Installation uide. REACTIONS (lb/size) 3 67/Mechanical 2 = 21310-8-0 (min. 0-1-8) 4 - 17/Mechaniral Max Harz 2 = 57(LC 8) Max Uplift 3 = -64(LC 8) 2 - -99(LC 8) Max Grav, 3 = 78(LC 2) 2 = 239(LC 2) 4 = 40(LC 3) FORCES flo) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind; ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift at joint 3 and 99 lb uplift at joint 2. 7)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-2=30, 2-3=-60, 4-5=20 2) Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=30, 2-3=70, 4.5=20 3) IBC BC Live: Lumber Increas-1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert:1-3>30, 4-5=40 4) C-C Wind; Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 2-3=124, 4-5=10 Horz 2.3=134 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1.2=-10, 2-3=124, 4-5>10 Horz 2-3=134 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=30, 2-3=-79, 4-5=20 Hors: 2-3=49 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-30, 2-3=-79, 4-5=20 Horz: 2-3=49 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-10, 2-3=52, 4-5=10 Horz: 2-3=-62 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-10, 2-3=34, 4-5=10 Horz: 2-3=-44 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=3D, 2-3=6, 4.5=20 Hors: 2.3=36 11) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30, 2-3=-12, 4-5=20 Horz: 2.3=18 12) MWFRS 1st Wind Parallel: Lumber Increase=123, Plate Increase=1.33 Uniform Loads (pIQ Ven: 1-2=10, 2-3=52, 4-5=-10 Horz 2-3=62 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 2-3=29, 4-5=-10 Horz: 2-3=-39 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-10, 2-3=52, 4-5=-10 Horz 24=-62 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 2-3=29, 4-5=-10 Horz: 2-3=-39 16) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=30, 2-3=6, 4-5=20 Horz: 2-3=36 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=30, 2-3=-16, 4-5=20 Horz: 2.3=14 18) Live Only: Lumber Increase=0.90, Plate Increas-0.90 Pll..rnetal=0.90 Uniform Loads (plf) Vert: 1-3=30, 4.5=20 19) C-C Wind Positive+ Regular. Lumber Increase=1.33, Plate Increas-1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=96, 4-5=20 Horz: 2.3=36 20) 2nd C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=30, 2-3=-96, 4-5=20 Horz: 2-3=36 21) MWFRS Wind Left Positive + Regular. Lumber Increase=123, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=-33, 4-5=20 Horz 2-3=27 22) MWFRS Wind Right Positive + Regular Lumber Increase=1.33, Plate Increase=1.33 UnIforn Loads (plf) Vert: 1-2=30, 2-3=-06, 45=20 Horz: 2-3=14 23) MWFRS 1st Wind Parallel Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=-33, 4-5=20 Horz: 2-3=27 24) MWFRS 2nd Wind Parallel Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2=-30, 2-3=50, 4.5=-20 Horz: 2.3=-10 Scale = 1:B.3 Jack -Open LOADING(psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 Scale = 1:10.e SPACING 2-0-0 CSI , Plates Increase 1.25 TC 0.63 DEFL in (loc) �de0 Ud PLATES GRIP Lumber Increase 10-0 BC 0.71 Vert(T -0.01 43 999 360 Rep Stress Incr YES Vert(TL) -0.05 4.8 >999 240 MT20 244/190 Code FRC2010rEP12007 WB 0M He -0.01 3 Na Na LUMBER (Matrix-M) TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 5-8-9.oc purins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers antl required cross breGng be installed dudnc truss erectlon In accordance with Stabilizer Installatl Ide REACTIONS (Ib/slze) 3 = 117/Mechanical 2 = 301/0-8.0 (min. 0-1.8) 4 = 39/Mechanical Max Harz 2 = Max Uplift 88(LC 8) 3 = 2 -108(LC 8) Max Grav -144(LC 8) 3 = 2 = 136(LC 2) 4 = 338(LC 2) 76(LC 3) FORCES (lb) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=281/355 BOTCHORD 2-8=401/314 NOTES 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat- II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C•C Exterior(2) zone; can8lever left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rolation about its center. 3) This truss has been designed fora 10.0 psf bottom chord Ihre load nonconcurent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas Where a rectangle 3-6-0 tall by 2-0-0 wide vnll fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss Connections. 6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 108 lb uplift at Joint 3 and 144 lb uplift at joint 2. 7) -Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increas-1.25 Uniform Loads (pin Vert: 1-2=30, 2-3=-00, 4.5=20 2) Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plt) Vert: 1-2=30, 2.3=70, 4.5=20 3) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=30, 4-5=.40 4) C-C Wind: Lumber Increase 1..33. Plate, Increase=1.33 Uniform Loads (pit) Vert: 1-2=-10, 2.3=12214.5=10 Horz: 2-3=132 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-10, 2-3=122, 4.5=10 Horz 2-3=132 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=30, 2-3=•781 4-5=20 Horz: 2-3=48 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-30, 23=78, 4.5=-20 Horz: 2.3=48 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) l Vert: 1.2=-10, 2.3=52, 4.5=10 f Horz: 2-3=-62 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plt) Vert: 1-2=10, 2-3=3414.5=10 Harz: 23=-44 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=-30, 2-3=6, 4.5=-20 Horz: 2.3=36 11) MWFRS Wind Right Positive : Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1.2=30, 23=•12, 4.5=20 Hors: 2-3=18 12) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 23=5214-5=-10 Horz: 23=62 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=110, 23=29, 4-5=10 Horz: 23=39 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=10, 2-3=52, 4.5=-10 Horz: 2-3=62 15) MWFRS 4th Wind Parallel: Lumber Increas-1.33, Plate Increase=1.33 Uniform Load. (pip Ven: 1-2=10.23=29, 4.5=10 Hoe 2.3=39 16) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2=30, 23=6, 4.5=-20 HOrz: 2-3=36 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 2.3=-16, 4.5=20 Horz: 2-3=-14 18) Live Only: Lumber Increase=0.90, Plate Increase=0.90 Pit, metal=0.90 Uniform Loads (pit) Vert: 13=30, 4.5=-20 19) C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Increase=1 Uniform Loads (pin .33 Vert: 1-2=30, 2-3=-96, 4.5=20 Horz 2-3=36 20) 2nd C-C Wind Positive + Regular. Lumber Increas-1.33, plate Increase=1.33' Uniform Loads (pit) Vert: 1-2=30, 2.3=-96, 4-5=20 Horz: 2.3=36 21) MWFRS Wind Left Positive+Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 2-3=33, 4-5=20 Horz: 2-3=27 22) MWFRS Wind Right Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=3% 2-3=-4614.5=20 Horz: 2-3=14 23) MWFRS 1st Wnd Parallel Positive+ Regula, Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=-33, 4-5=20 Horz: 2-3=-27 Weight: 17 lb FT=0% 24) MWFRS 2nd Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 2.3=50, 4.5=20 Horz: 23=-10 55561 CJA Jack-0pen 1 1 s75954 .. _ . ..... A I 0-9-2 7-5-9 0-0-2 7-5-9 LOADING(psf) SPACING 2-M CSf DEFL in (lot) Irdefi Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TO 0.58 Vert(LL) -0.06 4-8 >999 360 MT20 244/190 TCDL 15.0, Lumber increase 125 SC 0.98 Vert(TL) -0.16 4-8 >542 240 BCLL 0.0 Rep Stress Ina YES WE 0.00 Horz(TL) -0.02 3 We Na BCDL 10.0 Code FRC201 DITP12007 (Matrix-M) Weight: 23lb FT=0% LUMBER TOP CHORD 2x4 SVP M 30 BOT CHORD 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 6-M cc pudins. BOTCHORD Rigid celling directly applied or 1D-0.0 oc bracing. MITek recommends thal3tabilizers end required cross brening be Installed Burin truss erection in accordance with Stab)I'¢er Installatlon ulde. REACTIONS (lb/size) 3 = 159IMechanical 2 = 38310-8-0 (min. 0-1-8) 4 54/Mechanical Max Horz 2 = 118(LC 8) Max Uplift 3 = -148(LC 8) 2 - -184(LC 8) Max Grav 3 = 186(LC 2) 2 = 430(LC 2) 4 = 104(LC 3) FORCES 6b) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 23=-8091887 BOTCHORD 2-8=8931801 NOTES 1) Wind: ASCE 7-10; Vult--170mph (3-second gust) Vasd=132mph; TCDL-S.Opsf; BCDL=S.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconwrent with any other live loads. 4) • This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 148 lb uplift at joint 3 and 184 lb uplift at joint 2. 7)'Seml-rigid pitchbreaks with fixed heels' Member and fixity model was used In the analysis and design of this buss. LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=30, 2-3=-60, 4-5=20 2) Regular Only: Lumber Increase=125, Plate Increase=1.25 Uniform Loads (pin Vert: 1-2=30, 23=-70, 4-5=20 3) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 13=-30, 4-5=-40 4) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-10, 23=115, 4-5=10 Horz 2-3=125 5) 2nd C-C Wind: Lumber Increase=123, Plate Increase=1.33 Uniform Loads (plo Vert: 1-2=10, 23=115, 4-5=10 Horz: 2-3=125 6) C-C Wind Positive:. Lumber Inaease=1.33, Plate Inaease=1.33 Uniform Loads (pin Vert: 1-2=-30, 2-3=-75, 4-5=-20 Horz 2-3=45 7) 2nd C-C Wind Positive: Lumber Increase=123, Plate Increase=1.33 Uniform Loads (pit) Vert 1-2=30, 2-3=75, 4.5=-20 Horz: 2-3=45 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=-10, 2-3=52, 4-5=10 Horz: 23=-62 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert 1-2=-10, 2-3=34, 4-5=10 Harz: 2-3=34 10) MWFRS Wind Left Positive: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=30, 2-3=6, 4-5=-20 Horz 2-3=36 11) MWFRS Wind Right Positive: Lumber Increase=123, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=30, 23=12, 4-5=20 Horz: 23=18 12) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads.(plf) Vert: 1-2=10, 2.3=52, 4-5=-10 Horz: 23=62 13) MWFRS 2nd Wind Parallel: Lumber Incresse=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=10, 2-3=29, 4-5=10 Harz 2.3=39 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increas-1.33 Uniform Loads (plf) Vert: 1.2=10, 2-3=52, 4-5=10 Horz: 2.3-62 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plo Vert: 1.2=10, 2-3=29, 4-5=-10 Horz: 2-3=39 16) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 23=6, 4-5=20 Horz: 2-3=36 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 23=-16, 4.5=20 Horz: 2-3=14 18) Live Only. Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pin Vert: 1-3=30, 4-5=-20 19) C-C Wind Positive + Regular. Lumber Inaease=1.33, Plate Increase=1.33 Uniform Loads (ply . Vert: 1.2=30, 2-3=-94, 4-S=20 Horz 23=34 20) 2nd C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Inaease=1.33 Uniform Loads (pin Vert: 1-2=30, 23=94, 4-5=20 Horz: 2-3=34 21) MWFRS Wind Left Positive + Regular. Lumber Increase=1.33, Plate Inaease=1.33 Uniform Loads (pin Vert: 1-2=30, 2-3=33, 4.5=20 Horz: 23=27 22) MWFRS Wind Right Positive + Regular. Lumber Increase=1.33, Plate Inaease=1.33 Uniform Loads (pin Vert: 1-2=30, 2.3=-46, 4.5=20 Horz 23=14 23) MWFRS.1 at Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Scale=1:13.9 Camber = 118 In Vert: 1-2=30, 2.3=33, 4-5=-2D Horz: 2.3=-27 24) MWFRS 2nd Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 2-3=50, 4-5=20 Horz: 2-3=-10 Jack -Open A0175955 LOADING(psQ TCLL 20.0 TCDL 15.D BCLL 0.0 BCDL 10.0 scale = 1:10.9 SPACING 2-0-0 CSI Plates Increase 1.25 rs 0.65 DEFL in Co.) I/deb L/d PLATES GRIP Lumber Increase 1.25 BC 0.72 Vert(LL) -0.02 4.8 >999 360 MT20 244/190 Rep Stress Ina YES WB 0.00 Ve t(TL) -0.OS 43 >999 240 Code FRC2010/TPI2007 (Matrix-M) Horz(TL) -0.01 3 n1a n/a LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-9 cc puriins. BOTCHORD Rigid ceiling directly applied or 10-" cc bracing. MTek recommends that Stabilizers and required cross bracing be installed Burin truss ersc0on In accordance with Stabilizer Installation guide. REACTIONS (Iblslze) 3 = 2 = 119/Mechanical 30510-B-0 (min. 0-1-8) 4 = Max Horz 40/Mechanical 2 = Max Uplift 92(LC 8) 3 = 2 = -111(LC 8) Max Grev -145(LC 8) 3 2 = 138(LC 2) 4 343(LC 2) = 77(LC 3) FORCES (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOPCHORD 2-3=3001378 BOTCHORD 2-8=430/337 NOTES 1) Wind: ASCE 7.10; Vu11=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ;C-C for members and forces 8 MWFRS for .8cfions shown; Lumber DOL=1.33 plate grip DOL-1.33 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Thls truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed fora live load of 20.Opsf cn the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 to uplift at joint 3 and 145 lb uplift at joint 2. 7)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASES) 1) Regular. Lumber Inaease=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-2=30, 2-3=-00, 4.5=20 2) Regular Only: Lumber Inaease=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-2=-30, 2-3=70, 4-5=20 3) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-3=30, 4-5=-00 4) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=10, 2-3=122, 4.5=10 Horz: 2-3=132 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Inaeese=1.33 Uniform Loads (pIQ Vert: 1-2=10, 2-3=122, 4.5=10 Horz: 2-3=132 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ , Vert: 1-2=-30, 2-3=78, 4-5=20 Horz: 2-3=48 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-2=30, 23=78, 4-5=20 Horz: 2-3=48 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-10,2-3=52,4.5=10 Harz: 2-3=-62 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1.2=-10, 23=3414-5=10 Harz: 2-3=-44 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Unit-= Loads (pIQ Vert: 1 V 0, 23=6, 4-5=20 Horz: 2.3=36 11) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=30, 2-3=-12, 4-5=20 Horz: 2-3=1a 12) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=10, 23=5214-5=-10 Horz: 2.3=62 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ - Vert: 1-2=10, 23=29, 4.5=-10 Hom 2.3=39 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=10, 23=5214-5=10 Horz: 23=62 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (off) Vert: 1-2=10, 2-3=29, 4.5=10 Horz: 23=39 16) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 23=6, 4-5=-20 Horz: 2.3=36 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Inaease=1.33 Uniform Loads (pIQ Vert: 1.2=3q 2-3=-16. 4.5=20 Horz: 2.3=-14 18) Live Only: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pIQ Vert: 1-3=30, 4.5=-20 19) C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=30 2-3=-96, 4-5=20 Hom 23=36 20) 2nd C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=30, 23=-96, 4-5=20 Horz: 23=36 21) MWFRS Wind Left Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=30, 2-3=33, 4-5=20 Horz: 2-3=27 22) MWFRS Wind Right Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=30, 23=-46, 4.5=20 Hom 2-3=14 23) MWFRS 1st Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=30, 2-3=33, 4-5=20 Horz: 23=-27 Weight; 18 lb FT=pry 24) MWFRS 2nd Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert 1-2=-30, 2-3=50, 4.5=-20 Horz: 2.3=-10 0- -2 2-11-14 0- -2 2-11-14 21 2-11-14 LOADING(psQ SPACING 2-M CSI DEFL in (too) gdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) -0.00 5 >999 360 MT20 2441190 TCDL 15.D Lumber Increase 1.25 BC 0.26 Vert(TL) -0.00 'S >999 240 BCLL 0.0 Rep Stress Ina YES WB 0.00 H.m(TL) -0.00 3 nla n/a BCDL 10.0 Code FRC2010/TPI2007 (Matrix•M) Weight 916 FT=O% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-14 oc pur ins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiiT k recommends that Stabilizers and required cross bracing be installed durin truss erection In accordance with Stabilizer Installation ulde. REACTIONS (lb/size) 3 = 48/Mechanical 2 = 18WO-8-0 (min.0-1-8) 4 - 7/Mechanical Max Harz 2 = 47(LC 8) Max Uplift 3 = 48(LC 8) 2 - -85(LC 8) Max Grav 3 = 56(LC 2) 2 = 207(LC 2) 4 = 24(LC 3) FORCES (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TC131-=5.0psf; BCDL'=S.Dpsf; h=25ft; Cat. II; Exp C; End, GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 481b uplift at joint 3 and 8516 uplift at joint 2. 7)'Semi-rigid pitchbreaks with fixed heels• Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Regular. Lumber Inaease=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=30, 2.3=-60, 4.5=-20 2) Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-30, 2-3=-70, 4-5=20 3) IBC BC Live: Lumber Inaease=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-3=--- 4-5=-00 4) C-C Wind: Lumber Inaease=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1.2=-10, 2-3=124, 4-5=10 Harz: 2-3=134 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=-10, 2-3=124, 4-5-10 Horn: 2-3=134 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1.2=-30, 2.3=79, 4.5=20 Harz 2-3=49 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=30, 2-3=79, 4-5=20 Ham: 2-3=49 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Inaease=1.33 Uniform Loads (pit) Vert: 1-2=-10, 2-3=52, 4.5=10 Harz: 2-3=-62 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert 1-2=10, 2-3=34, 4.5=10 Harz: 2-3=-04 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 2-3=6, 4-5=20 Horn: 2-3=36 11) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 2-3=-12, 4.5=20 Ham 2-3-18 12) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=10, 2-3=52, 4-5=-10 Horn: 2-3=62 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=10, 2-3=29, 4-5=-10 Hat 2-3=-39 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pif) Vert: 1.2=10, 2.3=52, 4.5=-10 Harz: 2-3=62 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Unit.— Loads (pIQ Vert: 1-2=10, 2-3--29, 4-5=-10 Hoe 2-3=39 16) MWFRS 1st Wind Parallel Positive: Lumber Inrreasa=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=30, 2-3=6, 4.5=-20 Hotz: 2-3=-36 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plQ Vert: 1-2=30, 2.3=-16, 4-5=20 Ham 2-3=14 18) Live Only: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plQ Vert: 1.3=30, 4.5=-20 19) C-C Wind Positive +Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 2-3=-96, 4-5=20 Harz: 2-3=36 20) 2nd C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=-30, 2-3=96, 4-5=20 Horn: 2-3=36 21) MWFRS Wind Left Positive+ Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=-30, 2-0=-33, 4.5=20 Harz: 2-3=27 22) MWFRS Wind Right Positive+ Regular. Lumber Increase=1.33, Plate Inaease=1.33 Uniform Loads (pIQ Vert: 1-2=30, 2-3=-46, 4-5=20 Harz: 2-3=14 23) MWFRS 1st Wind Parallel Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=30, 2-3=33, 4-5=20 Ham: 2-3-27 24) MWFRS 2nd Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert 1.2-30, 2-3=50, 4-5=-20 Harz: 2.3=-10 Scale = 1:7.6 A0175957 0- -3 1U;eIwoUMbg7R(yDJnyKKrif96-zVSmf yYV60IN-.W�?PgnVpgarn5DTM 0- -3 5-5-15 5-5-15 3x4 = LOADING(psf) SPACING 2-M TCLL 20.0 Plates Increase 1.25 TCDL 15.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FRC2DJ0/ P12007 LUMBER TOP CHORD 2.4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. Ml lek recommends that Stabilizers end required cross bracing be installed Burin truss erection in accordance with Stabil'¢er Installation nulde. REACTIONS (lb/size) 3 = 10611vechanlcal 2 = 300/0-10-0 (min. 0-1-8) 4 = Max Harz 33/Mechanical 2 = Max Uplift 57(LC 8) 3 = -95(LC 8) Max Gray,2 -148(LC 8) 3 = 124(LC 2) 2 = 4 337(LC 2) = 68(LC 3) FORCES (Ib) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7.10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.1a; MWFRS (envelope) and C-C Exlerior(2) zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (bX others) of truss to bearing plate capable of withstanding 96 lb uplift at joint 3 and 148 lb uplift at joint 2. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-3D, 2.3=-60, 4.5=20 2) Regular Only. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1.2=-30, 2.3=70, 4-5=20 3) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-30, 4-5=-00 4) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2=10, 2-3=123, 4-5=10 Herz: 2-3=133 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-10, 2-3=123, 4-5=10 Horz 2-3=133 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-30, 2-3=-78, 4-5=20 Herz 2-3=48 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2=-30, 2-3=-78, 4-5=20 Ho= 2.3=48 2.02 12 CSI I DEFL in (toc) Well Uri TC 0.95 Vert(LL) -0.01 4.8 >999 360 BC 0.71 Vert(TL) -0.03 4-8 >999 240 WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix-M) 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads(plf) Vert 1-2=10, 2-3=52, 4.5=10 Horz: 2.3=62 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=10, 2-3=32, 4.5=10 Horz: 2-3=-42 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 2-3=6, 4-5=-20 Hoe 2-3=36 11) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=-14, 4-5=20 Horz 2-3=16 12) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increas-11.33 Uniform Loads (plf) Vert: 1-2=10, 23=52, 4-5=-10 Horz 2-3=-62 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increas-1.33 Uniform Loads (pit) Vert: 1-2=10, 2-3=29, 4-5=-10 Horz: 2.3=39 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=10, 2-3=5214-5=-10 How 2-3=62 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 2.3=29, 4-5=-10 Ho= 2-3-39 _ 16) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increas-1.33 Uniform Loads (pit) Vert: 1-2=30, 2-3=6, 4-5=20 Horz: 2-3=36 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increas-1.33 Uniform Loads (pit) Vert: 1-2= 30, 2.3=-16, 4-5=20 Horz: 2-3=14 18) Live Only. Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-3=30, 4.5=20 19) C-C Wind Positive + Regular. Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (pll) Vert: 1.2=-30, 2.3=-96, 4-5=20 Hem 2-3=36 20) 2nd C-C Wind Positive + Regular. Lumber Increase 1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2.3=-96, 4-5=20 Herz: 2-3=36 21) MWFRS Wind Left Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30, 2-3=-33, 4-5=20 Herz Z3=27 22) MWFRS Wind Right Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2.3=-08, 4-5=20 Horz: 2-3=12 23) MWFRS 1st Wind Parallel Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2.3=-33, 4-5=20 Herz: 2.3=27 24) MWFRS 2nd Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increas-1.33 PLATES GRIP MT20 244/190 Weight: 17lb FT=0% Uniform Loads (pit) Vert 1-2=-00, 2-3=50, 4-5---20 Horz: 2-3= 10 Scale = 1:10.4 155561 ICJF (Jack -Open I1 I 1 I A0175958I 3x6 = LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 125 TC 0.70 Vert(LL) .0.02 4-8 >999 360 MT20 244/190 TCDL 15.D Lumber Increase 1.25 SC 0.75 Vert(TL) -0.06 4-8 >999 240 BCLL 0.0 Rep Stress Ina YES INS 0.09 Hom(TL) -0.01 3 nla n/a BCDL 10.0 Code FRC2010/TPI2007 (Matrix-M) Weight: 18 lb FT=0 LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 64)-0 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed Burin truss erection In accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3 = 124/Mechanical 2 315/0.8-1 (min. 0-1-8) 4 - 42/Mechanical Max Horz 2 78(LC 8) Max Uplift 3 = -112(LC 8) 2 -154(LC 8) Max Grav 3 144(LC 2) 2 = 354(LC 2) 4 = 81(LC 3) FORCES (Ib) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=351I4DB BOTCHORD 2.8=-4411373 NOTES 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf, h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0wide will fit betweeri the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 112 lb uplift at joint 3 and 1541b uplift at joint 2. 7)'Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=30, 2-3=-60, 4-5-20 2) Regular Only: Lumber Increas-1.25, Plate Increase=1.25 Uniform Loads (plO Vert: 1-2=30, 2-3=-70, 4-5=20 3) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=30, 4-5=-40 4) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-10, 2.3=121, 4-5=10 . Horz: 2.3=131 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pif) Vert: 1-2=-10, 2.3=121, 4-5=10 Harz: 2 3=131 6) C-C Wind Positive: Lumber Increase=1.33, Plate Inaease=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=-77, 4-5=20 Horz: 2-3=47 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=77, 4.5=-20 Harz: 2-3=47 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 2-3=52, 4-5=10 Horz: 2-3=-62 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 2-3=33, 4-5=10 Horz: 2.3=-43 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30, 2-3=6, 4-5=-20 Hoe 2-3=36 11) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=13, 4.5=20 Horz: 2-3=17 12) MWFRS let Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2=10, 2.3=52, 4-5=-10 Harz: 2.3=62 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plo Vert: 1-2=10, 2-3=29, 4-5=-10 Horz: 2J=39 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pll) Vert:1-2=10, 2-3=52, 4-5=-10 Harz: 2-3-62 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 2-3=29, 4-5=10 Horz: 2-3=39 16) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 2.3=6, 4-5=-20 Horz: 2-3=36 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pl() Vert: 1-2=30, 2.3=-16, 4-5=20 Horz 2-3=14 18) Live Only. Lumber Increase=0.90, Plate Incress-0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-3=30, 4.5=20 19) C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=3% 2-3=-96, 4-5=20 Horz 2.3=36 20) 2nd C-C Wind Positive + Regular. Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=96, 4-5=20 Harz: 2-3=36 21) MWFRS Wmd Left Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30, 2-3=-33, 4-5=20 Ham: 2.3=27 22) MWFRS Wind Right Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pif) Vert: 1-2=30, 2.3=47, 4.5=20 Harz: 2-3=13 23) MWFRS 1st Wind Parallel Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2.3=-33, 4-5=20 Horz 2-3=27 Scale=1:11.3 24) MWFRS 2nd Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plo Vert 1-2=30, 2J=50, 4-5=20 Harz: 2.3=-10 A0175959 0- _2 clvvuun909fKIyudnyKKnt5O2:V5mf-ZSJgAd-gZdk6sss72Ai 0- _2 2-5-0 2-5-0 LOADING(psf) SPACING 2-0-0 TCDL 20.0 Plates Increase 1.25 TCDL 15.0 Lumber increase 1.25 BCLL a ' 0 Rep Stress Incr YES BCDL 10.0 Code FRC2010)TP12007 LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-5-0 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Mi7ek recommends that Stabilizers and required cross bracing be installed dudn truss erection in accordance with Stabilizer Installation gulde. REACTIONS (lb/size) 3 = 2 = 26/Mechanical 183/0.94 (min. 0.") 4 = -16/Mechanical Max Horz 2 = Max Uplift 32(LC 8) 3 = 2 = -30(LC 8) 4 = -84(LC 8) Max Gray,19(LC - 2) 3 = 2 = 31(LC 2) 4 205(LC 2) = 16(LC 8) FORCES (lb) Max. CompJMax. Ten. - All farces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsh BCDL=5.Opsf; h=25ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 . 2) Plates checked for a plus or minus 0 degree notation about Its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 4) • This truss has been designed fora live load of 20.Opsf cn the bottom chord In all areas where a rectangle 3-6.0 tall by 2-0-0wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 301b uplift at joint 3, 84lb uplift at joint 2 and 191b uplift at joint 4. 7) •Semi -rigid pitchbreaks with fixed heels- Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Inu' S-1.25' Uniform Loads (pin Vert: 1-2=30, 2-3=.60, 4-5=20 2) Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=30, 2-3-70, 4-5=20 3) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-30, 4-5=40 4) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-10, 2-3=124, 4-5-10 Horz: 2.3=134 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 2-3=124, 4-5=10 Horz: 2-3=134 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=-79, 4-5=20 Horz 23=49 7) 2nd C-C Wind Positive: Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (pif) Vert: 1-2=30, 2-3=79, 4-5=20 Horz: 2-3=49 CSI I DEFL In (loc) I/defi Ud TC 0.15 Vert(LL) -0.00 5 -999 360 BC 0.18 Vert(TL) -0.01 5 >999 240 WB 0.00 HOrz(Q -0.00 3 n/a n/a (Matrix-M) 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increas-1.33 Uniform Loads (ply Vert: 1-2=-10, 2-3=5214.5=10 Horz: 2-3=62 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=10, 2-3=33, 4-5=10 Horz: 23=43 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=6, 4.5=-20 Horz: 2-3=36 11) MWFRS Wind Right Positive : Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=3 , 2-3=.13. 4.5=20 Horz: 2-3=17 12) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1.2=10, 23=52, 4-5=10 Horz 2-3=62 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Inuease=1.33 Uniform Loads (pit) Vert: 1-2=10, 2.3=29, 4.5=-10 Harz: 23= 39 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Ipueas-1.33 Uniform Loads (pif) Vert: 1.2=10, 2-3=52, 4.5=-10 Horz 2-3=62 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 2.3=29, 4-5=10 Hoe 2-3=39 16) MWFRS let Wind Parallel Positive: Lumbar Increase=1.33, Plate Inoreese=1.33 Uniform Loads (pin Vert: 1-2=30, 2-3=6, 4.5=-20 Horz: 2.3=36 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increas-1.33 Uniform Loads (pIQ Vert: 1-2=30, 2-3=-16, 4-5=-20 Horz: 2.3=14 18) Live Only: Lumber Increas-0.901 Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-3=30, 4-5=-20 19) C-C Wind Positive +Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=-96, 4-5=20 Horz: 2-3=36 20) 2nd C-C Wind Positive + Regular. Lumber Increas-1.33, Plate Increas-1.33 Uniform Loads (pto Vert: 1-2=30, 2-3=-96, 4.5=20 Horz: 2.3=36 21) MWFRS Wind Left Positive + Regular. Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (pin Vert 1-2=30, 2-3=-33, 4-5=20 Horz: 2-3=27 22) MWFRS Wind Right Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pip Vert: 1-2=3%23=47, 4-5=20 Horz: 23=13 23) MWFRS 1st Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=-33, 4-5=20 Horz: 23=27 24) MWFRS 2nd Wind Parallel Positive+ Regular. Lumber Increase=1.33, Plate Increas-1.33 Uniform Loads (plf) PLATES GRIP MT20 244/190 Weight 7lb FT=O% Vert 1-2=30, 2.3=501 4-5=-20 Horz: 2.3=-10 Scale = 1:6.4 155561 CJH (Jack -Open I I I A0a7596q ID:2IWDUMbg7RIVDJnyKKnt56zV5mf-QJgAdq-ZCX9s§sIZANFLTGg1J9UdN556E 0- -2 4-3-9 0- -2 4-3-9 LOADING(psQ SPACING 2-" CSI DEFL in Qoc) gdefl Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vart(LL) -0.00 4.8 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.48 Vert(TL) -0.01 4.8 >999 240 BCLL 0.0 • Rep Stress lnu YES WB 0.00 Hort(fL) -0.00 3 n/a We BCDL 10.0 Code FRC2010i1P12007 (Matrix-M) Weight: 13lb FT=OY LUMBER TOP CHORD 2.4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 4-3-9 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required crossbractng be installed dudn truss erection In accordance with Stabilizer Installation uide. REACTIONS (Ib/size) 3 = 79/Mechanical 2 = 244/0-9-4 (min. 0-1.8) 4 - 21/Mechaniml Max Harz 2 = 57(LC 8) Max Uplift 3 = -73(LC 8) 2 - -117(LC 8) ' Max Grev 3 = 92(LC 2) 2 = 273(LC 2) 4 = 48(LC 3) FORCES (lb) Max. CompJMax. Ten. - All forces 250 gb) or less except when shown NOTES 1) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 - 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) • This truss has been designed for a lire load of 20.0psf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 3 and 117lb uplift at joint 2. 7)'Seml-rigld pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-2=-30, 2-3=•60, 4-5=20 2) Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-2=-30, 2-3=-70, 4-5=20 3) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-3=30, 4.5=-40 4) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=10, 2-3=124, 45=10 Horz: 2-3=134 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert; 1.2=-10, 2-3=124, 4-5=10 Horz: 2-3=-134 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=30, 2-3=-79, 4-5=20 Horz: 23=49 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=-30, 2-3=-79, 4-5=20 Horz: 2-3=49 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2-'10. 2-3=52, 4-5=10 Horz: 2-3=-62 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plt) Vert: 1.2=-10. 2-3=33, 4-5=10 Horz: 2-3=-43 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=30, 2.3=6, 4-5=-20 Hom 2-3=36 11) MWFRS Wind Right Positive : Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1.2=30, 2.3=-13, 4.5=20 Hors: 2-3=17 12) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Incre2se=1.33 Uniform Loads (pIQ Vert: 1.2=10, 2-3=52, 4.5=-10 Horz: 2-3=62 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=10, 2.3=29, 4-5=-10 , Horz: 2-3-39 14) MWFRS 3rd Wind Parallel; Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1.2=10, 2-3-52, 4-5=-10 Horz: 2.3=-62 15) MWFRS 41h Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=10, 2-3=29, 4-5=-10 Horn 2-3-39 16) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=-30, 2-3=6, 4-5=-20 Harz: 2.3=36 17) MWFRS 2nd Wind Parallel Positive: Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=30, 2-3=16, 4-5=20 Hom 2.3=14 18) Live Only: Lumber Increase=0.90, Plate Increas-0.90 Pit. metal=0.90 Uniform Loads (pIQ Vert: 1-3=30, 4.5=-20 19) C-C Wind Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33- Uniforn Loads (pIQ Vert: 1-2=30, 2-3=-96, 4-5=20 Horz: 2.3=36 20) 2nd C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=30, 2-3=-96, 4-5=20 Hom 2-3=36 21) MWFRS Wind Left Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Unifomt Loads (pIQ Vert: 1-2=-30, 2-3=-33, 4.5=20 Hom 2.3=27 22) MWFRS Wind Right Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=30, 2-3= 47, 4-5=20 Hoiz: 2-3-13 23) MWFRS 1st Wind Parallel Positive+ Regular. Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=30, 23=33, 4-5=20 Hom 2.3-27 24) MWFRS 2nd Wind Parallel Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 11-2=-30, 2-3=50, 4-5=20 Harz: 2-3=10 Scale = 1:8.2 CJK A0175961 LOADING(psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.D p_ _2 tv:at/vuulw)gfKIyUjnyKKntSOzV5rrif-UV0Vg6j Fl9 06Krgis p�1'Ui BUAZP, l p_ _2 4-2-12 4-2-12 SPACING 2-0-0 CSI DEFL in Coo) 11dd Ud PLATES GRIP Plates Increase 125 TC 0.53 Vert(LL) -0.00 4-8 >999 360 Lumber Increase 1.25 BC OA7 Vert(TL) -0.01 4-8 >999 2q0 MT20 244119D Rep Stress Incr YES WB 0.00 Ho z(TL) -0.00 3 nla nla Code FRC2010/rP12007 (Matrix-M) LUMBER Weight: 13 lb FT=OY TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 4-2-12 oc pur ins. BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3 = 77/Mechanical 2 = 24110-9-4 (min. 0-1.8) 4 - 20/Mechanical Max Harz 2 = 56(LC 8) Max Uplift 3 = -72(LC 8) 2 = -115(LC 8) Max Grav 3 90(LC 2) 2 = 270(LC 2) 4 ° 46(LC 3) FORCES (lb) Max. CcmpJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult--170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl.. GCpl=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas he. a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 72 lb uplift at joint 3 and 115 lb uplift at joint 2. 7)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=30, 2-3=-00, 4.5=20 2) Regular Only: Lumber Increas-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-3=70, 4-5=20 3) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-30, 4-5=-00 4) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 2-3=124, 4.5=10 Hors 2.3=134 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 - Uniform Loads (plf) Vert: 1-2=-10, 2-3=124, 4-5=10 How 2-3=-134 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2=-30, 2-3=79, 4-5=20 How 2-3=49 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2=-30, 2-3=-79, 4.5=20 How 2-3=49 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=10, 2-3=52, 4-5=10 Harz: 2.3=-62 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-10, 2-3=33, 4-5=10 Horz: 2-3=-43 10) MWFRS Wind Left Positive: Lumber Inc-as-1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 2.3=6, 4-5=-20 How 2-3=36 11) MWFRS Wind Right Positve : Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads loll) Vert: 1-2=30, 2-3=-13, 4-5=20 How 2-3=17 12) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plQ _ Vert: 1-2=10, 2.3=52, 4-5=-10 How 2-3=62 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=10, 2-3=29, 4.5=-10 Harz: 2-3=39 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin ` Vert: 1-2=10, 2-3=52, 4-5=-10 J How 2J=62 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increas-1.33 Uniform Loads (plf) Vert: 1-2=10, 2-3=29, 4-5=10 How 2-3=39 16) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 2-3=6, 4.5=-20 How 2-3�36 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pli) Vert: 1-2=30, 2-3=16, 4-5=20 How 2-3=14 18)Live Only: Lumber Increase=0.90, Plate Increase=0.90 Pit. meta1=0.90 Uniform Loads (pli) Vert: 1-3=30, 4-5=-20 19) C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=96, 4-5=20 How 2.3=36 20) 2nd C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Inemase=1.33 Uniform Loads (plf) Vert: 1-2=-30, 2-3=-96, 4-5=20 Harz: 2-3=36 21) MWFRS Wind Left Positive+ Regular. Lumber Increase=1.33, Plate Increas-1.33 Uniform Loads (pit) Vert: 1-2=30, 2-3=-03, 4-5=20 Harz: 2-3=27 22) MWFRS Wind Right Positive+ Regular. Lumber Increase=1.33, Plate i Inczease=1.33 Uniform Loads (plf) Vert: 1-2=30, 23=-47, 4-5=20 How 2-3=13 23) MWFRS 1st Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf), Vert: 1.2=30, 2.3=-33, 4.5=20 Horz: 2.3=27 24) MWFRS 2nd Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=50, 4-5=20 How 2.3=-10 Scale = 1:8.2 0-Q-2 1-11-0 092 1-11-0 1-7-1 0-4-0 *** Design Problems *** REVIEW REQUIRED Severe loss of precision encountered during analysis with possible loss of accuracy. Review results carefully. Shear Stress Limit Exceeded: 1-5, 1.5, 1.5, 2-5. 2.5. 2-5, 2-3, 2-3, 2-3, 6-7. 2-6, 2-6, 24, 2-4 Max Horizontal Defection Exceeded In Span: 4-7 TOTAL LOAD HORIZONTAL DEFLECTION LIMIT EXCEEDED. See note below LOADING(psf) SPACING 2-" CSI DEFL In (too) Vdefi L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.00 Vert(LL) 0.00 4 •••• 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.00 4 •••• 240 SCLL 0.0 • Rep Stress Ina YES INS 0.00 Horz(TL) -1.iN 4 We Na CDL 10.0 Code FRC201 OrrPI2007 (Matrix-M) Weight: 6lb FT=0% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied. BOTCHORD - Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed dutruss erection in accordance with Stabilizer Installailon guide. REACTIONS (lb/size) 4 = O/Mechanical 3 = -1/Mechanical 2 - 009-4 (min. 0-1-8) Max Horz 4 = 1(LC 1) Max Uplift 3 = -1(LC 1) FORCES (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsi; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left exposed ;GC for members end forces 8 MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Special provisions shall be made by the building designer to allow for 100.00in of horizontal movement due to live load and-1.#Jin due to total load. 3) Total load horizontal deflection of-1.#Jin exceeds 1.50in at joint 4. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Refer to girders) for truss to truss connections. 8) Solid blocking is required on both sides of the truss at joint(s), 2. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 lb uplift at joint 3. 10)'Semi-rigid pitchbreaks with fixed heels' Member end fixity, model was used In the analysis and design of this truss. 11) This truss has large uplift reaction(s) from gravity load case(s). Proper connection Is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-13=60, 2-14=30, 2-15=30, 3-15=fi0, 6-7=20, 2-6=20, 24=20 2) Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (ply Vert: 1-13=70, 2-14=30, 2-15=30, 3-15=70, 6-7=-20, 2.6=20, 24=20 3) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-13=30, 2-14=30, 23=30, 6-7=-40, 6-11=40, 2-11.20, 2-12=20, 4-12=40 4) GC Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pro Vert: 1-13=147, 2-14=10, 2-15=-10, 3-15=124, 6-7=-10, 2-6=10, 24=-10 Horz: 1-13=-157, 3-15=134 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-13=111. 2-14=131, 2-15=111, 3-15=124. 6-7=10, 2-6=10, 2.4=-10 Harz: 1-13=-121, 5-13=121, 5-14=121, 2-14=121, 2-15=121, 3.15=-134 6) GC Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-13=6, 2-14=30, 2-15=-30, 3.15=79, 6.7=-20, 2-6=20, 2-4=20 Hoe: 1-13=-36, 3-15=49 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-13=-66, 2.14=-6, 2-15=66, 3-15=-79, 6.7=-20, 2E=20, 24=-20 Horz: 1.13=36, 5.13=36, 5-14=36, 2-14=36, 2-15=36, 3-15=49. 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pl) Vert: 1-13=82, 2-14=59, 2-15=39, 3-15=52, 6-7=10, 2-6=10, 24=-10 Horz: 1-13=92, 5-13=49, 5.14=-49, 2.14=49, 2-15=49, 3-15=-62 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-13=20, 2-14=40, 2-15=20, 3-15=33, 6.7=10, 2-6=10, 2-4=-10 Horz: 1-13=-30, 5-13=30, 5-14=-30, 2.14=30, 2-15=-30, 3-15=43 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-13=19, 2-14=79, 2-15=19, 3-15=8, 6-7=20; 2-6=20, 2.4=-20 Horz 1-13=49, 5-13=49, 5.14=49, 2-14=49, 2-15=-49, 3-15=-36 11) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-13=0, 2-14=60, 2-15=0, 3-15=-13, 6-7=20, 2-6=20, 24=-20 Harz: 1-13=-30, 5-13=30, 5-14=30, 2-14=3D, 2-15=-30, 3-15=-17 12) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-13=39, 2-14=59, 2-15=39, 3-15=52, 6-7=-10, 2-6=10, 24=-10 Harz: 1-13=-49, 5-13=49, 5-14=49, 2-14=49, 2-15=49, 3.15=-62 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-13=16, 2-14=36, 2-15=16, 3-15=29, 6-7=-10, 2-6=10, 24=-10 Horz: 1-13=-26, 5-13=26, 5-14=26, 2-14=26, 2-15=26, 3-15=39 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.13=39, 2-14=59, 2-15=39, 3-15=52, 6-7=-10, 2-6=10, 24=-10 Horz: 1-13=49, 5.13=49, 5.14=49, 2.14=49, 2-15=49, 3-15=-62 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1.13=16, 2-14=36, 2-15=16, 3.15=29, 6.7=10, 2.6=10, 24=-10 Horz 1-13=26, 5-13=26, 5-14=26, 2-14=26, 2-15=26, 3-15=39 16) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-13=19, 2-14=79, 2-15=19, 3-15=6, 6.7=20, 2-6=20, 24=20 Horz: 1-13=-49, 5-13=49, 5-14=-49, 2-14=49, 2-15=49, 3-15=36 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-13=4, 2-14=56, 2-15=-4, 3-15=-16, 6-7=20, 2-6=20, 24=-20 Horz 1-13=26. 5-13=26. 5-14=26, 2-14=26, 2-15=26, 3-15=-14 18) Live Only. Lumber Increase=0.90, Plate Increase=0.90 Pit, metal=0.90 Uniform Loads (pit) Vert: 1-13=-30, 2-14=30, 2-3=30, 6-7=20, 2.6=20, 24=20 19) C-C Wind Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lain Scale = 1:5.9 Vert 1-13=33, 2-14=30, 2-15=30, 3-15=-96, 8-7=20, 23=20, 24=20 Harz: 1-13=-27, 3-15=36 20) 2nd C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-13=87, 2-14=3, 2-15=-57, 3-15=-96, 6-7=-20, 2.6=20, 24=20 Horz: 1-13=27, 5.13=27, 5.14=27, 2-14=27, 2-15=27, 3-15=36 21) MWFRS Wind Left Positive+ Regular. Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (plt) Vert 1-13=23, 2-14=67, 2-15=7, 3-15=33, 6-7=-20, 2.6--20, 24=20 , Horz: 1-13=-37, 5-13=37, 5-14=37, 2-14=37, 2-15=-37, 3.15=-27 22) MWFRS Wind Right Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-13>37, 2-14=53, 2-15=7, 3-15=47, 6-7--20, 2-6-20, 24=20 Horz: 1-13=23, 5-13=23, 5-14=23, 2-14=23, 2-15=-23, 3-15=-13 23) MWFRS 1st Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-13=23, 2-14=67, 2-15=7, 3-15=33, 6-7=-20, 2-6=20, 24=-20 Horz: 1-13=-37, 5-13=37, 5-14=37, 2-14=37, 2-15=-37, 3-15=-27 24) MWFRS 2nd Wind Parallel Positive + Regular. Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-13=40, 2-14=50, 2-15=10, 3-15=-50, 6-7=-20, 2-6=20, 24=-20 Horz: 1-13=20, 5-13=20, 5-14=20, 2-14=20, 2-15=-20, 3-15=10 A0175963 O- _2•xwrwog7rayudnyKKntSOzV5mY-ViK%wiVal`�i 0- _2 1-10-10 1-10-10 2 1 LOADING(psf) TOLL 20.0 SPACING 2-0-D TOOL 15.0 LLumber Plates Increase 1.25 Increase lffi BOLL 0.0 • BCDL 10.0 Rep Stress Incr YES Code FRC2D10/TPI2007 LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied 1-10-10 BOTCHORD or oc pur ins. Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommentls that Stabilizers and required cross bracing be installed durintl truss erection. In accordance with Stabilizer Installatlon culde REACTIONS Ob/size) 4 = 3 = 611vechanical 2 = 19/Mechanical 12910-0-0 (min. 0-1-8) Max Horz 2 = Max Uplift 29(-C 8) 3 = 2 = -22(LC 8) Max Grev -55(LC 8) 4 = 3 = 13(LC 3) 2 = 23(LC 2) 144(LC 2) FORCES (lb) Max. CompdMax. Ten. - All farces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. it.. Exp C: Encl.. GCp1=0.18; MWFRS (envelope) and C Exterior(2) zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree notation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-0-0 tall by 2-M wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at Joint 3 and 55 lb uplift at joint 2. 7) -Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2.3=-60, 4-5=20 2) Regular Only. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-30, 2-3=70, 4-5=20 3) IBC SC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-30, 4-5=-40 4) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2_10, 2-3=124, 4.5=10 Ham: 2-3=134 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-10, 2-3=124, 4-5=10 Horz 2-3=134 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1.2=-30, 2-3=-79, 4-5=20 Horz: 23=49 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30, 2-3=79, 4.5=20 Harz 23=49 B) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 CSI I DEFL In (loc) Weil Ud TC 0.06 Vert(LL) -0.OD 5 >999 360 BC 0.03 Ver(TL) -0.00 5 >g99 240 (Matrix-M) WB 0Horz(TL) -0.00 3 n/a n/a Uniform Loads (plf) Vert 1.2=-10, 2-3=52, 4-5=10 Horz: 2-3=-62 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) 1 Vert: 1-2=10, 2-3=34, 4-5=10 J Ham: 2.3=-44 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pli) Vert: 1-2=30, 2-3=6, 4.5=-20 Harz: 2-3=36 11) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pl() Vert: 1.2=30, 2-3=-12, 4-5=20 Horz: 2.3=18 12) MWFRS 1st Wind Parallel: Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 23=52, 45=-10 Ham: 2.3=-62 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 2 1=029, 4-5=-10 Harr 2-3=39 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increas-1.33 Uniform Loads (plf) Vert: 1-2=10, 2-3=5214-5=-10 Harz 2-3= 62 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniformloads (plf) Vert: 1-2=10, 2-3=2a. 41=-1 I Horz 23=39 16) MWFRS let Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2=30, 2.3=6, 4-5=•20 Horz: 2.3=36 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pif) Vert: .2 3=-16.4.5=20 Ham: 2-3=14 18) Live Only: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-3=30, 4-5=20 19) C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Van: 1-2=-30, 23=96r 4-5=20 Harz: 2-3=36 20) 2nd C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=3% 23=-96, 4-5=-20 Horz: 2.3=36 21) MWFRS Wind Left Positive +Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (piq Vert: 1-2=30, 23=-33, 4.5=20 Ham: 2-3=27 22) MWFRS Wind Right Positive +Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plo Vert: 1-2=30, 23=4614-5=20 Horz: 23=14 23) MWFRS 1st Wind Parallel Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=-33, 4-5=20 Horz: 2-3=27 24) MWFRS 2nd Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) PLATES GRIP MT20 2441190 Weight: 6lb FT=O/ Vert: 1-2=30, 2.3=50, 4-5=-20 Horz: 2-3=-10 Scale = 1:6.2 21 0- -2 3-0-8 0- -2 3-0-8 0-8-14 3-0-8 0-8-14 2-3-10 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.00 5 >999 360 MT20 2441190 TCDL 15.0 Lumber Increase 1.25 BC 0.21 Vert(TL) -0.00 5 >999 240 BCLL 0.0 ' Rep Stress Ines YES WB 0.00 Horz(TL) -0.00 3 nla Na BCDL 10.0 Code FRC2010/TPI2007 (Matrix-M) Weight 9lb FT=O% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-8 oc pur ins. BOT CHORD Rigid ceiling directly applied or 104)-0 no bracing. MiTek recommends mat Stabilizers and required cross bracing be installed durin truss erecfion in accordance with Stabilizer Installafion guide. REACTIONS (lblsize) 3 = 49/Mechanical 2 = 187/041-0 (min. 0.1-8) 4 - 71Mechanical Max Horz 2 - = 46(LC 8) Max Uplift 3 = -49(LC 8) 2 - -86(LC 8) Max Grev 3 = 57(LC 2) 2 = 209(LC 2) 4 = 25(LC 3) FORCES (Ib) Max. Comp./Max. Ten. - All forces 250 0b) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=170mph (3-secand gust) Vasd=132mph; TCDL=S.Opst; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ;GC for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurenl with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 3 and 86 lb uplift at joint 2. 7)'Semi-dgid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-3=-60, 4-5=20 2) Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-3=-70, 4-5=20 3) IBC BC Live: Lumber Increas-1.25, Plate Increase=1.25 Uniform Loads (plQ Vert: 1-3=-30, 4-5=-40 4) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1.2=-10, 2-3=124, 4-5=10 Ham: 2-3=134 5) 2nd C-C Wind: Lumber Inuease=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 2-3=124, 4-5=10 Ham 2-3=-134 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increas-1.33 Uniform Loads (plf) Vert: 1-2=-30, 2-3=79, 4.5=20 Hom 2-3=49 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30, 2-3=49, 4-5=20 Harz; 2-3=49 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-2=10, 2-3=52, 4.5=10 Hom 2-3=-62 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-10, 2-3=34, 4-5=10 Hom 23=-44 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2=30, 23=6, 4.5=20 Hoe 2-3=36 11) MWFRS Wind Right Positive: Lumber Inuease=1.33, Plate Increase=1.33 Uniform Loads (pif) Vert: 1-2�30, 2-3=-12, 4-5=20 Horn 2-3=18 12) MWFRS 1st Wind Parallel: Lumbar Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2=10, 2.3=52, 4.5=-10 Hom: 2-3=62 13) MWFRS 2nd Wind Parallel: Lumber Inerease=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=-10, 2-3=29, 4-5=-10 Harz: 2-3=39 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=-10, 2-3=52, 4-5=-10 Hom 23=62 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 2-3=29, 4-5=10 Hom: 23=39 16) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30, 2.3=6, 4-5=-20 Harz 2-3=36 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plan Vert: 1-2=30, 2-3=-16, 4-5=20 Hom 23=14 18) Live Only: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-3=30, 4-5=-20 19) C-C Wind Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 23=96, 4-5=20 Harz: 2-3=35 20) 2nd C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30, 2-3=-95, 4.5=20 Harz: 2-3=36 21) MWFRS Wind Left Positive + Regular. Lumber Increase=1.33, Plate Inerease=1.33 Uniform Loads (plf) Vert: 1-2-30, 2-3=-33, 4-5=20 Hom 2.3=27 22) MWFRS Wind Right Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pl1) Vert: 1-2=-30, 2-3=-46, 4.5=20 Harz: 23=14 23) MWFRS 1st Wind Parallel Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=-33, 4-5=20 Horz: 23=27 24) MWFRS 2nd Wind Parallel Positive+ Regular. Lumber Inuease=1.33, Plate Inuease=1.33 Uniform Loads (plf) , Vert: 1.2=30, 2-3=50, 4-5=-20 Horz: 2.3=10 Scale = 1:7.5 A01 LOADING(psf) TCLL 20.0 TCDL 15.0 SCLL 0.0 BCDL 10.0 6_ -2-5.<rvvuurvmgfmiyu.lnylcKntbOzVSmf-MinwlVsnriiEs'6cj2ddNS Ci?o fA; -2 4-2-6 4-2-6 SPACING 2-0.0 CSI DEFL in (loc) Udeff L/d Plates Increase 1.25 TC 0.54 Vert(LL) o.01 5 >999 360 PLATES GRIP Lumber increase 125 BC 0.45 MT20 244/190 Rep Stress lino YES WB 0.00 Vert(TL) -0.01 4-8 >999 240 Code FRC20101TPI2007 (Matdx-M) Horz(TL) -0.Op 3 nla Na LUMBER Weight: 13 lb FT=0y TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP N0.3 BRACING TOPCHORD Structural wood sheathing directly applied or 4-2.6 on pudins. BOTCHORD Rigid calling directly applied ar 104)-fi cc bracing. MITek recommends that Stabilizers and required moss bracing be Installed Burin truss erection in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3 = 79/Mechanical 2 = '23310-8-0 (min. 0-1-8) 4 = 231Mechanical Max Horz 2 = 64(LC 8) Max Uplift 3 = -75(LC 8) 2 = -110(LC 8) Max Grav 3 = 92(LC 2) 2 = 262(LC 2) 4 = 49(LC 3) FORCES (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7.10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. it; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree notation about Its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-" tall by 2-" wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) Of truss to bearing plate capable of withstanding 75 lb uplift at joint 3 and 110 lb uplift at joint 2. 7)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=30, 23=die, 4.5=20 2) Regular Only: Lumber Increas-1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-30, 2-3=4014.5=20 3) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=30, 4-5=.40 4) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-10, 2-3=124, 4-5=-10 Hom 2-3>134 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-10, 23=124, 4-5=10 Hoe: 23=134 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIg Vert: 1-2=30, 2-3=-79, 4-5=20 Harz: 2-3=49 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30, 2-3=-79, 4-5=20 Ham 2-3=49 8) MWFRS Wind Left: Lumber Increase=133, Plate Increase=1.33 Uniform Loads (pit) Van: 1.2=-10, 2-3=52, 4-5=10 Horz: 2-3=-62 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increas-1.33 Uniform Loads (pit) Vert: 1.2=-10, 2-3=34, 45=10 Horz: 23=-44 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2.3=6, 4-5=-20 Harz: 2-3=36 11) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Increas-1.33 Uniform Loads (plf) Vert: 1-2=30, 2.3=12, 4.5-20 Harz: 2.3=18 12) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (of) Vert: 1-2=10, 2-3=52, 4-5=10 Harz: 2-3=62 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (of) Vert: 1-2=10, 2-3=29, 4-5=10 Harz: 2-3=39 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert:1-2=10, 2-3=52, 4.5=10 Horz: 2-3=62 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (ol) ' Vert: 1-2=10, 2-3=29, 4.5=-10 Horz: 23=39 16) MWFRS tat Wind Parallel Positive: Lumber Increas-1.33, Plate Increas-1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=6, 4-5=20 Harz: 2-3=36 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (ol) Vert: 1-2=30, 2.3=-16, 4.5=20 Horz: 23=14 18) Live Only, Lumber Increas-0.90, Plate Increas-0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 13=30, 4.5=20. 19) C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plo Vert: 1-2=30, 2-3=-96, 4-5=-20 Harz: 2-3=36 20) 2nd C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=3%2-3=-96, 4-5=20 Horz: 2-3=36 21) MWFRS Wind Left Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 23=33, 4-5=20 Horz 23=27 22) MWFRS Wind Right Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 2-3=-46, 4-6=20 Horz: 2-3=114 23) MWFRS 1st Wind Parallel Positive + Regular. Lumber increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=33, 4-5=20 Hom 23=27 24) MWFRS 2nd Wind Parallel Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30, 2-3=50, 4-5=-20 Horz: 2-3=10 Scale = 1:8.8 2-11-11 2x4 = LOADING(psi) SPACING 2-0-0 CSI DEFL In (loc) Ildefi Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) 0.02 3-6 >999 360 MT20 2441190 TCDL 15.0 Lumber Increase 1.25 BC 0.36 Via (fL) -0.01 3-6 >999 240 BCLL 0.0 • Rep Stress Inv YES WB 0.00 HOrz(TL) -0.00 2 nia n/a BCDL 10.0 Code FRG2010frP12007 (Matrix-M) Weight: 9lb FT=OY - LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc puriins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection In accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1 = 1161Mechanlral 2 = 78/Mechanical 3 - 39/Mechanical Max Horz 1 = 45(LC 8) Max Uplift 1 = -52(LC 8) 2 = -68(LC 8) 3 - -2(LC 8) Max Gmv' 1 = 131(LC 2) 2 = 90(LC 2) 3 = 56(LC 3) FORGES (lb) Max. Comp./Max. Ten. - AI I forces 260 (lb) or less except when shaven NOTES 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpt=0.18; MWFRS (envelope) and C-C Exlerior(2) zone; cantilever left exposed ;GC for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 1, 68 lb uplift at joint 2 and 2lb uplift at joint 3. 7) •Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular. Lumber Inuease=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 34=-20 2) Regular Only. Lumber Inuease=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1.2=-70, 34=-20 3) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=30, 34=40 41 C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=124, 34=-10 Horz: 1-2=134 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Inuease=1.33 Uniform Loads (plo Vert: 1-2=124, 34=-10 Horz: 1-2=134 6) C-C Wind Positive: Lumber Inuease=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-79, 34=-20 Horz 1-2=49 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Inuease=1.33 Uniform Loads (pit) Vert: 1-2=-79, 34=-20 Horz i-2=49 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=52, 34=-10 Horz: 1-2=-62 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=34, 3-4=-10 Harz: 1-2=-44 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2--6, 3-4=-20 Harz1-2=36 11) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plo Vert: 1-2=12, 34=20 Horz: 1-2-18 12) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=52,'3.4=10 Horz: 1-2=62 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Inorease=1.33 Uniform Loads (pif) Vert: 1-2=29, 3.4=10 Horz: 1.2=-39 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increas-1.33 Uniform Loads (calf) Vert: 1-2=52, 34=10 Horz: 1-2--62 ' 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=29, 34=10 Horz: 1-2=39 16) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=5, 34=20 Horz: 1-2=-36 17) MWFRS 2nd Wind Parallel Positive: Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=16, 34=-20 Horz: 1-2=14 18) Live Only: Lumber Increase=0.9D, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pit) Vert: 1-2=-30, 34=-20 19) C-C Wind Positive + Regular. Lumber Inuease=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=96, 34=-20 Harz: 1-2=36 20) 2nd C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=96, 34=-20 Harz: 1-2=36 21) MWFRS Wind Left Positive+ Regular. Lumber Inuease=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=33, 34=-20 Horz: 1-2=27 22) MWFRS Wind Right Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=46, 34=-20 Hart: 1.2=14 23) MWFRS 1st Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increa-1.33 Uniform Loads (pit) Vert: 1-2=33, 34=-20 Horz: 1.2=27 24) MWFRS 2nd Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert 1-2=50, 3.4=20 Horz: 1-2=10 Scale = 1:8.3 3x4 = LOADING(psf) SPACING 2-M TCLL 20.0 Plates Increase 1.25 TCDL 15.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Inv YES BCDL 10.0 Code FRC20101TP12007 LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 4-11-11 oc pudins. BOTCHORD Rigid ceiling directly applied. MITek recommends that Stabilizers and requlred cross bracing be installed dudn truss erection in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1 = 196/Mechanical 2 = 1351Mechanical 3 62/Mechanical Max Horz 1 = 76(LC 8) 1 Max Uplift 1 = -90(LC 8) 2 = -117(LC 8) Max Grev 1 = 221(LC 2) 2 = 156(LC 2) 3 = 93(LC 3) FORCES (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown BOTCHORD 1.3=273/151 NOTES 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.33 plate gdp DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed fora 10.0 psf bottom chord live load noncencurent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 1 and 117lb uplift at joint 2. 7)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-2=-60, 34=-20 2) Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=70, 34=-20 3) IBC SC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-2=-30, 34=40 4) C-C Wind: Lumber Inmease=1.33, Plate Incmase=1.33 Uniform Loads (pin Vert: 1-2=124, 34=10 Harz 1-2=134 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase-1.33 Uniform Lcads (plf) Vert: 1.2=124, 34=-10 Hoe 1.2=134 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pll) Vert: 1.2=-79, 34=-20 Horz: 1-2=49 7) 2nd C-C Wind Positive: Lumber Inuease=1.33, Plate Increase=1.33 Uniform Loads (plf) CSI I DEFL in (loc) I/defi L/d TC 0.72 Vert(LL) 0.10 3.6 >574 360 BC 0.97 Vert(rL) -0.10 3-6 >562 240 INS 0.00 Hom(TL) -0.02 2 n/a n/a (Matrix-M) Vert• 1-2=79, 34=20 Horz: 1-2=49 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) , Vert: 1-2=52, 34=40 Horz: 1-2=-62 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=34,3.4=-10 Horz: 1-2=-44 10) MWFRS Wind Left Positive: Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=6, 3.4=20 Horz: 1-2=36 11) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=12, 34=-20 Harz: 1-2=18 12) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1.2=52, 34=10 Horz 1.2=62 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=29, 34=10 Harz: 1-2=39 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=52,3-4=10 Horz: 1-2=-62 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1.2=29, 34=10 Horz: 1-2=39 16) MWFRS 1st Wind Parallel Positive: Lumber Increas-1.33, Plate Inaease=1.33 Uniform Loads (plf) Vert: 1.2=6, 3-4=20 Horz: 1-2=36 17) MWFRS 2nd Wind Parallel Positive: Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=16, 3.4=-20 Harz: 1-2=14 18) Uve Only: Lumber Inuease=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pit) Vert: 1.2=30, 34=-20 19) C-C Wind Positive +Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pif) Vert: 1-2=96, 34=-20 Harz: 1-2=36 20) 2nd C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Increas-1.33 Uniform Loads (plf) Vert: 1.2=96, 34=-20 Horz: 1-2=36 21) MWFRS Wind Left Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=33, 34=-20 Ham: 1-2=27 22) MWFRS Wind Right Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=46, 34=20 Horz: 1-2=14 23) MWFRS 1st Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=33, 34=-20 Ham: 1-2=27 Scale = 1:10.5 Camber = 1/16 in PLATES GRIP MT20 244/190 Weight: 15 lb FT=0 24) MWFRS 2nd Wind Parallel Positive+ Regular. Lumber Inerease=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=50, 34=20 Harz: 1.2=10 D01G I Roof Special Girder . A0175968 0- -0 5-1-10 7-8-14 9-0-14 11-1-14 15-3-6 0902 5-1-10 2-7-4 1-4-0 2-1-0 4-1-8 4x4 = 3x6 = 1281#/-630# 4x4 = LOADING(p" SPACING 2-M C91 DEFL In (loc) Vdefl L/d PLATES GRIP TCLL 20.D Plates Increase 1.25 TC 0.52 Vert(LL) 0.15 11 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.58 Vert(fL)-0.2711-16 >685 240 SCLL 0.0 ' Rep Stress Incr NO WB 0.69 Horz(TL) 0.05 8 ale n/a BCDL 10.0 Code FRC2010rTP12007 (Matrix-M) Weight: 70 lb FT = 0 LUMBER TOP CHORD 2x4 SP No.2'Except' T1: 2x4 SYP M 30 BOT CHORD 2x4 SYP M 30 WEBS 2x4 SP No.3'Except* W5:2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-9 cc pur ins, except and verticals. BOTCHORD Rigid ceiling directly applied or 5-74 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed durin truss erection In accorctance with Stabilizer Installation uide. REACTIONS (lb/size) 8 = 1131/Mechanical 2 - 1139/0-8-0 (min. 0-1-8) Max Horz 2 = 100(LC 8) Max Uplift 8 = -627(LC 9) 2 - -630(LC B) Max Grav 8 = 1274(LC 2) 2 = 1281(LC 2) FORCES (lb) Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOPCHORD 2-15=-554250, 2-2=-1387f706, 2-3=332011712, 34=320211640,4-5=-312911625, "=-3199/1649, 6.7=2836/1400, 7.8-1200/626 BOT CHORD 2-16=-237/532,2-12=-71211293,2-11=-168613174, 10.11=-1604/3129,9-10=-14582942 WEBS 3.11=-3821124,4-11=-1361474,5-10=222/520, 'I0=-341/328, 6-9=-10641589, 7-9=14472933 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult-170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about Its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 627lb uplift at joint 8 and 630 lb uplift at joint 2. 9)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)138 lb down and 238 lb up at 7-8.14, and 178 Ib down and 238 lb up at 9.0-14 on top chord, and 456 lb down and 241 lb up at 7-8-14, and 456 Ib down and 241 lb up at 9-0-2 on bottom chord. The designlselection of such connection device(s) is the responsibility of others. 11) In the LOAD CASES) section, loads applied to the fare of the truss are noted as front (F) or back (B). LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-2=-3D, 24=-60, 4-5=-60, 5-6=-6D, 6-7=-60, B-12=-20 Concentrated Loads (Ib) Vert: 4=119(13) 5=119(13)11=408(B)10=-408(B) 2) Regular Only: Lumber Increase=125, Plate Increase=1.25 UnBorn Loads (pit) Vert 1.2=-30, 2-4=70, 4.5=-70, 5-6=70, 6-7=-70, 8-12=20 Concentrated Loads (lb) Vert 4=138(13) 5=138(B) 11=456(8) 10=456(B) 3) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=30, 4.5=-30, 5.6=30, 6-7=30, 8.12=40 Concentrated Loads (lb) Vert 4=70(6) 5=-70(B) 11=391(B)10=-391(B) 4) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2-10, 24=52, 4.5=52, 5-0=34, &7=29, 8.12=-10 Horz: 24=-62, S-6=44 Concentrated Loads (lb) Vert: 4=101(B)5=120(B)11=221(8)10=221(B) 5) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-2=10, 2-4=34, 4.5=52, 5.6=52, 6-7=52, 8-12=-10 =- Horz: 2444, 5-6=62 Concentrated Loads (lb) Vert: 4=101(B)5=101(B)11=221(B)10=221(B) 6) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 24=6, 4-5=6, 5-0=-12, 6-7=16, 8.12=-20 Harz: 24=-36, 5-6=18 Concentrated Loads (lb) Vert. 4=193(B)5=211(B)11=241(B)10=241(B) 7) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-30, 24=12, 4-5=6, 5-6=6, 6-7=6, 8-12-20 Horz: 24=18, 5-6=36 Concentrated Loads (lb) Vert: 4=193(B) 5=193(B) 1 1=241(B) 10=241(B) 8) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Invease=1.33 Uniform Loads (pit) Vert 1-2=-10, 24=52, 4-5=29, 5-6=29, 8-7=29, 8-12=-10 Harz: 24=62, 5-6=39 Concentrated Loads (lb) Vert: 4=147(B) 5=147(B) 11=221(B) 10=221(B) 9) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-2=-10, 24=29, 4-5=29, 5-6=52, 6-7=52, 8-12=-10 Horz: 24=-39, 5-6=62 Concentrated Loads (lb) Vert 4=147(B) 5=124(B) 1 1=221 (B) 10=221 (B) - 10) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plQ Vert: 1.2=10, 24=52, 4-5=29, 5-0=29, 6-7=29, 8-12=10 Horz: 24-=-62, 5-6=39 Concentrated Loads (Ib) Vert: 4=147(B)5=147(B)11=221(B)10=221(B) W 11) MWFRS 4lh Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=10, 24=29, 4.5=29, 5-6=52, 6-7=52, 8-12=10 Horz: 24=39, 5-6=62 Concentrated Loads (Ib) Vert: 4=147(B)5=124(B)11=221(B)10=221(B) 12) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=-30, 24=6, 4-5=46, 5-6=46, 6-7=16, 8-12=-20 Harz: 24=36, 5-6=14 Concentrated Loads (lb) Vert: 4=238(B) 5--23B(B) 11 =241 (B) 1 0=241 (B) 13) MWFRS 2nd Wind Parallel Positive:.Lumber lncreas-1.33, Plate Increase=1.33 Uniform Loads (pin x Scale = 1:25.3 Camber = 3116 In 3x6 II Vert: 1-2=30, 2.4=16, 4.5=-16, 5.6=6, 6-7=6, 8.12=20 Horz: 2-4=-14, 5-6=36 Concentrated Loads (lb) Vert: 4=238(B)5=216(B)11=241(B)10=241(B) 14) Live Only: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 14=-30, 4-5=30, 5-6=-30, 6-7=30, 8-12=-20 Concentrated Loads (lb) Vert 4=-64(B) 5=-64(B)11=262(B) 10=-262(B) IS) MWFRS Wind Left Positive+ Regular: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-2=-30, 24=33, 4-5=-33, 5-6=-06, 6-7=-50, 8-12=20 Harz: 24=-27, 5-6=14 Concentrated Loads (lb) Vert: 4=149(B) 5=162(B) 1 1=160(B) 10=160(B) 16) MWFRS Wind Right Positive + Regular. Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert 1-2=30, 2.4=46, 4-5=-33, 5-6=33, 6-7=-33, 8-12=20 Harz: 24=-14, 5-6=27 Concentrated Loads Qb) Vert 4=149(B)5=149(B) 11=160(B) 10=160(B) 17) MWFRS 1st Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-2=-30, 24=-33, 4-5=-50, 5-6=50, 6-7=-50, 8-12=-20 Harz; 24=-27, 5.6=10 Concentrated Loads (lb) Vert 4=183(B)5=183(B)11=160(B)10=160(B) 18) MWFRS 2nd Wind Parallel Positive + Regular. Lumber Increase=123, Plate Increase=1.33 Uniform Loads (plf) Vert: 4-2=-30, 24=50, 4-5=-50, 5-6=33, 6-7=33, 8-12=20 Horz: 24=-10, 5-6=27 Concentrated Loads (lb) Vert 4=1a3(B)5=166(B) 11=160(B) 10=160(B) 19) let unbalanced Regular. Lumber Increase=1.25, Plate Increase=1.25 Unify m.Loads (pit) Vert: 1-2=-30, 24=60, 4-5=-60, 5-6=30, 6-7=30, 8-12=20 Concentrated Loads (lb) Vert 4=119(8) 5=149(B) 11=40B(B)10=408(B) 20) 2nd unbalanced Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert 14=-30, 4-5=60, 5-6=-60, 6-7=60, 8-12=-20 Concentrated Loads (lb) Vert: 4=119(B) 5=119(13) 11= 408(B) 10=408(B) 21) 3rd unbalanced Regular Only. Lumber Increase=125, Plate Increase=1.25 Uniform Loads (pit) Vert 1-2=30, 24=70, 4-5=-70, 5-6=-30, 6-7=-30, 8-12=20 Concentrated Loads (lb) Vert: 4=-138(B) 5=178(B) 11=456(B) 10=456(B) 22) 4lh unbalanced Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert 1-4=30, 4-5=-70, 5.6=-70, 6.7-70, B-12=-20 11-456(B) 10=456(B) A0175969 IU:ZIwuUMbg7RIyDJnyKKntS0iV5infJ4vF9a jtil� l�vszy%�f�l��F`g zz3pzs�lYcv l� -7-14 p- -2 7J-14 13-9-14 15-3-6 6-2-0 1-5-8 738#/-335# LOADING(psQ SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 15.0 Lumber Increase 125 SCLL 0.0 ' Rep Stress Inor YES BCDL 10.0 Code FRC2010rrP12007 LUMBER TOP CHORD 2x4 SP N0.2 *Except, T1: 2x4 SYP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 5-6-1 oc pudins, except end vertices. BOT CHORD Rigid ceiling dimctiy applied or 5-6-11 oc bracing. MITek recommends that Stablllzem and required cross bracing be installed Burin truss erection In accordance with Stabilizer Installation uide. REACTIONS (lb/size) 2 656/03-0 (min. 0.") 6 = 559/Mechanicl Max Horz 2 = 106(LC 12) Max UPlitt 2 = -335(LC 8) 6 = -276(LC B) Max Gray, 2 = 738(LC 2) 6 = 629(LC 2) FORCES (lb) Max. CompJMax. Ten. - All farces 250 (Ib) or less except when shown. TOPCHORD 2.3=1469/1061, 3-4=5751456, 4-5=5891450, 5.6=745/653 BOTCHORD 2-9=90311338, 2-8=-106511380, 7-8=1058/1388 WEBS 3.7=8641669, 4-7=2671325, 5-7=-663/874 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=5.OpsF BCDL=S.Opsf, h=25ft; Cat. II; Exp C; Encl.. GCPI=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water panding. 4) Plates checked for a plus or minus 0 degree rotation about Its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 35-0 tall by 2-M wide will fit between the bottom chord and any other members. 7) Refer to girders) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 335 lb uplift at joint 2 and 276 Ib uplift at joint 6. 9)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analyses and design of this truss. LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30123=50, 3-4=80, 4-5=-60, 6.9=20 2) Regular Only. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-2=-30, 2-3=70, 34=70, 4-5=70, 6-9=20 3) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-3=30, 3-0=30, 4-5=30, 6-9=40 4) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1.2=-10, 2-3=92, 3-4=87, 4-5=92, 6-9=-10 Horz: 23=102, 45=102 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=-10, 2-3=92, 3-4=87, 4-5=92, 6-9=-10 Horz: 23=102, 4-5=102 48 = 4x6 = Scale = 1:25:0 Camber = 1/16 in 1.5x4 II 3x8 = 6 3x6 II CSI I DEFL in (loc) Ilden Ud TO 0:89 Vert(LL) 0.10 7-8 >999 360 WB 0.68 Vert(TL) -0.13 8-12 >999 240 Horz(rL) 0.03 6 nia n/a (Matrix-M) 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ V.1.2=30, 2.3=-66, 3-0=-58, 4-5=-66, 6.9=-20 Horz: 2-3=36, 4-"6 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 2-3=56, 3-4=-58, 4-5=66, 6.9=20 Horz: 2-3=36, 4-5=-36 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Veit: 1-2=10, 2-3=52, 3-4=52, 4.5=34, 6-9=10 Horz: 2.3=-62, 4-5=44 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Leads (pIQ Vert: 1-2=-10, 2.3=34, 3.4=52, 45=52, 6-9=10 Horz: 2-3=-44, 45=62 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=30, 2-3=6, 34=6 4-5=12, 6-9=-20 Horz 2-3=36, 4-5=18 - 11) MWFRS Wind. Right Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=3%2-3=-12, 34=6, 4-5=6, 6-9=20 Horz: 2-3=18, 4-5=36 12) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=10, 2-3=52, 3-4=29, 4-5=29, 6-9=-10 Horz: 2.3=62, 4-5=39 13) MWFRS 2nd Wind Parallel: Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=10, 2.3=29, 34=29, 4-5=52, 6-9=-10 Horz: 2-3=39, 4-5=62 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=10, 2-3=52, 3.4=29, 4-5=29, 6-9=10 Horz: 2-3=62, 45=39 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=10, 2-3=29, 3-4=29, 45=52, 6-9=10 Horz 2-3=39, 4-5=62 16) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=30, 2.3=6, 3-4=.16, 45=-16, 6-9=20 Horz: 2-3=36, 4.5=14 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2�30, 2-3=16, 34=16, 4.5=6, 6.9=20 Harz 2-3=14, 4-5=36 18) Live Only: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pit) Vert: 13=30, 3-4=-30, 45=30, 6.9=-20 19) C-C Wind PasIBVe+Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 2-3=-87, 34=81, 4-5=-87, 6-9=-20 Horz: 2-3=27, 4-5=-27 20) 2nd C-C Wind Positive + Regular. Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=30, 2-3=-87, 34=81, 4-5=-87, 6.9=-20 Horz: 2-3=27, 4-5=27 21) MWFRS Wind Left Positive + Regular. Lumber Increase=1.33, Plate Incmase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=-33, 34�33, 4-5=-46, 6-9=-20 Horz: 2-3=27, 4-5=14 22) MWFRS Wind Right Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) PLATES GRIP MT20 244/190 Weight: 64 lb FT-O% Vert: 1-2=-30, 2.3=46, 3-4=-33, 4-5=-33, 6-9=-20 Harz: 2-3=14, 4-5=27 23) MWFRS 1st Wind Parallel Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 2-3=33, 3-4=5014-5=50, 6-9=20 Horz: 2-3=27, 4.5=10 24) MWFRS 2nd Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-30, 2-3=50, 3.4=-50, 4.5=33, 6-9=-20 Horz: 2-3=10, 4-5=27 25) 1st unbalanced Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2.3=60, 3-0=50, 4.5=30, 6-9=-20 26) 2nd unbalanced Regular. Lumber Increase=1.25, Plate Increase=125 Uniform Loads (pit) Vert: 1-3=-30, 3-4=60, 4-5=-60, 6.9=20 27) 3rd unbalanced Regular Only: Lumber Increase=125, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.2=-30, 2-3=70, 3-4=-70, 4-5=-30, 6-9=-20 28) 4th unbalanced Regular Only. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-30, 3-0=70, 4.5=-70, 6-9=20 I55561. ID03 IHip 1 I 1I__ _ _ _ . _. A �75970 Scale = 1:25i0 Camber = 5/16 n 44 = 44 = oar — 7 3x6 = 3x6 II 741#/-325# 0-8-14 LOADING(psn SPACING 2-0-0 C91 DEFL In (loc) Vdefi Ltd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) 0.19 9-13 -968 360 MT20 244/19D TCDL 15.0 Lumber Increase 1.25 BC 0.87 Vert(TL) -0.45 9-13 >404 240 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(T-) 0.02 7 nla n1a BCOL 10.0 Code FRC2010rrP12007 (Matrix-M) Weight: 64 lb FT = 0 LUMBER TOP CHORD 2x4 SP No.2 *Ex cept* T7: 2x4 SYP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 5.7-4 cc purllns, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-6-3 oc bracing. MITek recommends that Stabillzers and required cross bracing be installed durin truss erection in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2 = 660/0-M (min. 0.1-8) 7 - 556/Mechanical Max Horz 2 = 117(LC 12) Max Uplift 2 = -325(LC 8) 7 = -252(LC 9) Max Grav 2 = 741(LC 2) 7 = 626(LC 2) FORCES (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1491/1206, 3-4=-978f768, 4-5=928f760, 5-6=970!/49, 6-7=-769/632 BOT CHORD 2-13=121349, 2-10=-105311368, 2.9=1216/1410, 8-9=-675/905 WEBS 3-9=6261660, 4-9=14=66, 6-8=-74311006 NOTES 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ;GC for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurent with any other live loads. 6) 4 This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 325 lb uplift at joint 2 and 252 lb uplift at joint 7. 9)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.2=-30, 2.4=-60, 4-5=60, 5.6=-60, 7-10=20 2) Regular Only. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2.4=-70, 4.5=70, 5.6=-70, 7-10=20 3) IBC SC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-30, 4-5=-30, 5-6=30, 7-10=40 4) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-10, 24=92, 4-5=87, 55=92, 7-10=10 Horz: 2-0=102, 5-6=102 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=-10, 2-0=92, 45=87, 5-6=92, 7-10=-10 Harz: 24=102, 5-6=102 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pd) Vert 1-2=-30, 2.4=-66, 4-5=58, 5.6=66, 7-10=-20 Horz: 2-4=36, 5-6=-35 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert 1-2=30, 2-4=-66, 4-5=58, 5-6=-06, 7-10=20 Horz: 24=36, 6-6=-36 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=10, 2.4=52, 4.5=52, 5-6=34, 7-10=-1D Horz: 24=-62, 5-6=44 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2-10, 2-4=34, 4.5=52, 5.6=52, 7-10=10 Horz: 2.4=-44, 5.6=62 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=30, 2-0=6, 4-5=6, 5-6=12, 7-10=-20 Horz: 2-4=36, 5-6=18 11) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Incre2se=1.33 Uniform Loads (p10 Vert: 1-2=30, 2-0=-12, 4-5=6, 55=6, 7-10=20 Hoe 2.4-18, 5.6=36 12) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 24=52, 4-5=29, 5-0=29, 7-10=10 Horz 2.4=-62, 5.6=39 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 24=29, 4-5=29, M=52, 7-10=10 Horz: 2.4=39, 5-6=62 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 24=52, 4.5=29, 5-0=29, 7-10=10 Horz: 24=62, 55=39 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=10, 2-0=29, 4-5=29, 5-6=52, 7-10=10 Horz: 24=39, 5-6=62 16) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2=30, 2-0=6, 4.5=-16, 5-6=-16, 7-10=-20 Horz: 2-4=36, 5-6=14 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 24=-16, 4-5=16, 5-0=6, 7-10=-20 Harz: 2-4=14, 5.6=36 18) Live Only: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 14=30, 4-5=-30, 5.6=30, 7-10=-20 19) C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=.30, 2-4=-87, 4-5=-81, 55=-87, 7-10=20 Harz: 2-0=27, 5.6=27 20) 2nd C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-0=-87, 4-5=81, 55=87, 7-10=20 Hors: 24=27, 5-6>27 21) MWFRS Wind Left Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30, 24=33, 4-5=33, 5-6=-46, 7-10=20 Horz: 2-4=27, 5-6=14 22) MWFRS Wind Right Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-2=-30, 2-4=46, 4-5=-33, 5.6-33, 7-10=-20 Horz: 2.4=14, 5.6=27 23) MWFRS 1st Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIf) Vert 1.2=-30, 2.4=33, 4-5=50, 5-6=50, 7-10=20 Horz: 24=27, 5-6=10 24) MWFRS 2nd Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-2=-30, 2-4=50, 4-5=-50, 5.6=33, 7-10=20 Horz: 2-0=-10, 5-6=27 25)1st unbalanced Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert 1-2=-30, 2-4=60, 4-5=-60, 5-6=30, 7-10=-20 26) 2nd unbalanced Regular. Lumber Increas—"S, Plate Increase=1.25 Uniform Loads (pit) Vert 1-4=-30, 4.5=60, 5-6=-60, 7-10=20 27) 3rd unbalanced Regular Only: Lumber Increase=1.25, Plate Inaease=1.25 Uniform Loads (pin Vert: 1-2=30, 24=70, 4-5=-70, 5-6=30, 7-10=20 28) 4th unbalanced Regular Only. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 14=30, 4-5=70, 56=7% 7-10=20 55561 ID04 (Common I3 r I r 1 A0175971 w:uwuunnDgi)t(yDJnyKKritSOiVSFri f-ri0T3guaLMgjgz- PPHoweiu64C'm6M�ggk ,ljjAv 6-3-14 0- -2 6-3-14 10-8-14 15-3-6 4-5-0 4-6-8 3x6 = 730#/-316# LOADING(psn SPACING 2-M TCLL 20.0 Plates Increase 1.25 TCDL 15.0 Lumber Increase 125 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FRC2o10/TPI2007 LUMBER TOP CHORD 2x4 SP N0.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP Na3 BRACING TOPCHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 4-9-11 oc brecing. MiTek recommends that Stabilizers and required cross bracing be Installed durin truss erection In accordance with Stabilizer Installation uId-. REACTIONS (Ib/size) 2 = 64910-M 0-1-8) 6 = .(min. 5661Mechanical Max Horz 2 = 124(LC 12) Max Uplift 2 = -316(LC 8) 6 = -239(LC 8) Max Grav 2 = 730(LC 2) 6 = 637(LC 2) FORCES (lb) Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOPCHORD 2.3=173511331, 34=-1434/1083 BOTCHORD 2-11=-310/217,2-8=-1108/1612, 2-7=1351/1654, 6-7=6811842 WEBS 3-7=454/528, 4-7=4121672, 45=888/743 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Plates checked for a'plus or minus 0 degree rotation about Its center. 4) This truss has been designed for a 10.0 psf bottom chord live load noncencument with any other live loads. 5) •This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 316 lb uplift at joint 2 and 239 lb uplift at joint 6. In 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Regular- Lumber Increas-1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-2=-30, 24=-60, 4-5=6D, 6-8=-20 2) Regular Only: Lumber Increase=125, Plate Increase=1.25 Uniform Loads (pin Vert: 1-2=-30, 24=-70, 4-5=-70, 6-8=-20 3) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 14=-30, 4-5=-30, 6-8=40 4) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1.2=-10, 24=92, 4-5=92, 6.8=-10 Harz: 24=102, 4-5=102 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 11-2=110, 24=92, 4-5=92, 6-8=10 Horz: 24=102, 4-5=102 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increas-1.33 3X4 = CSI I DEFL in (too) Well Ud TC 0.91 Vert(LL) 0.13 6.7 >999 360 BC 0.65 Ven(TL) -0.26 6-7 >697 240 WB 0.49 Hom(TL) 0.03 6 nla nla (Matrix-M) Uniform Loads (pin Vert: 1-2=-30, 24=66, 4-5=-66, 6-8=20 Horz: 24=36, 4-5=36 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=-30, 24=66, 4-5=-66, 6-8=20 Harz: 2.4=36, 4-5=36 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=40, 24=52, 4-5=34, "=10 Horz: 24=-62, 4-5=44 9) MWFRS Wind Right: Lumber Increase=123, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=10, 24=34, 4.5=52, 6-8=10 Herz: 24=44, 4-5=62 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=133 Uniform Loads (pin Vert: 1-2=30, 24=6, 4-5=42, 6-8=-20 Horz: 24=36, 4.5=18 11) MWFRS Wind Right Positive: Lumber Increase=11.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2=30, 24=-12, 4-5=6, 6-8=20 Horz: 24=18, 4-5=36 12) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increas-1.33 Uniform Loads (pit) Vert: 1.2=10, 24=52, 4-5=29, 641=-10 Horz: 24=-62, 4.5=39 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads ( Vert: 1-2=10, 24=pif) 29, 4.5=52, 6-8=-10 Horz: 24=39, 4-5=62 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1.2=10, 24=52, 4-5=29, 6.8=-10 Harz: 24=-62, 4-5=39 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1.2=10, 24=29, 4-5=5216-8=-10 Harz: 24=39, 4-5=62 16) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 24=6, 4-5=-1616.8=-20 Horz: 24=36, 4-5=14 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=30, 24=-16. 4-5=6, 6-8=20 Hoe 24=14, 4-5=36 18) Live Only: Lumber Increase=0,901 Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pin Vert: 14=30, 4-5=30, 6-8=20 19) C-C Wind Positive + Regular- Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=30, 24=87, 4-5=87, 6-8=-20 Harz: 24=27, 4.5=27 20) 2nd C-C Wind Positive + Regular- Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=30, 24=-87; 4-5=-87, 6-8=-20 Horz: 24=27, 4-5=27 21) MWFRS Wind Left Positive + Regular, Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1.2=.30, 24=-33, 4-5=46, 6-8=20 Horz: 24=27, 4-5=14 22) MWFRS Wind Right Positive + Regular- Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1.2=30, 24=46, 4-5=3316-8=-20 Horz 24=14, 4-5=27 4x6 = PLATES. GRIP MT20 244/190 Weight: 64 lb FT-0% Scale = 124.6 Camber = 3116 in 6 5x6 = 23) MWFRS 1st Wind Parallel Positive Regular- Lumber Incress-1.33, Plate Increas-1.33 Uniform Loads (pin Vert: 1-2=-30, 24=33, 4-5=-50, 6-8=20 Horz: 24=-27, 4-5=10 24) MWFRS 2nd Wind Parallel Positive + Regular- Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1.2=30, 24=50, 4-5=-33, 6-8=20 Harz: 24=-10, 4-5=27 25)1st unbalanced Regular. Lumber Increase=1.25, Plate Increas-1.25 Uniform Loads (pit) Vert: 1.2=-30, 24=60, 4-5=30, 6-8=20 26) 2nd unbalanced Regular: Lumber Increas-1.25, Plate Increase=1.25 Uniform Loads (pit) Vert 14=30, 4-5= 60, 6-8=-20 27) 3rd unbalanced Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIn Vert 1-2=30, 24=70, 4.5=-30, 6.8=20 28) 4th unbalanced Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert 14=.30, 45=70, 6-8=-20 55561 Half Hip Girder 0- -0 3-8-14 4-6-14 0- -2 3-8-14 0-10-0 44 = 1.5x4 11 Scale = 1:8.7 LOADING(psf) SPACING 2-M CSI OEFL In (loc) I/defl Lid . PLATES GRIP TCLL 2( Plates Increase 125 TC 0.17 Vert(LL) -0.01 6-10 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.14 Vert(TL) -0.01 6-10 >999 240 BCLL 0.0 • Rep Stress Incr NO WB 0.04 Hom(TL) 41.OD 2 n/a nla BCDL 10.0 Code FRC20101TP12007 (Matrix-M) Weight: 16lb FT=O% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or4-fi-14 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-M oc bracing. dIT"'recommends that Stabilizers and required doss bracing be Installed urin truss erection In accordance with Stabilizer Installation guide. REACTIONS (lb/size) 5 = 124IMechanicai 2 - 245I041.0 (min. D-1-8) Max Horz 2 = 58(LC 4) Max Uplift 5 = -177(LC 12) 2 = -124(LC 8) Max Grav 5 = 142(LC 2) 2 = .(LC2) FORCES (to) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=5.Dpsf; h=25ft; Cat. It: Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree mtation about Its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonwncurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-M wide vnll fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. B) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 177 to uplift at joint 5 and 124 lb uplift at joint 2. 9)'Semi-rigid pitchbreaks with fixed heels' Member and fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)14 lb down and 125 lb up at 4-6-2, and 9lb down and 81 lb up at 3-8-14 on top chord, and 6 to down and 25 Ib up at 3-8-14 on bottom chord. The design/selection of such wnnection device(s) Is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the few of the truss are noted as front (F) or back (B). LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increas-1.25 Uniform Loads (pit) Van: 1-2=-30, 2.3=-60, 34-60, 5.7=-20 Concentrated Loads Qb) Vert: 3=-7(B) 4=11(B) 6=9(B) 2) Regular Only: Lumber Increas-1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-30, 2-3=70, 34=70, 5-7=-20 Concentrated Loads (to) Vert: 3=-9(B) 4=14(13) 6=10(B) 3) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plq Vert: 1-3=-30, 34=30, 5-7=40 Concentrated Loads (lb) Vert: 3=4(B) 4=2(8) 6=-6(S) 4) MWFRS Wind Left: Lumber Inmase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=40, 2-3=52, 34=52, 5-7=-10 He= 2-3=62 Concentrated Loads (lb) Vert: 3=13(B) 4=79(B) 6=5(B) 5) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2=10, 2-3=34, 34=52, 5.7=10 Horz: 2-3=-44 Concentrated Loads (Ib) , Vert: 3=13(B) 4=79(B) 6=5(B) 6) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 2.3=6, 34=6, 5-7=-20 Horz: 23=-36 Concentrated Loads (to) Vert 3=58(B) 4=125(B) 6=25(B) 7) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-30, 2-3=-12, 34=6, 5.7=-20 Horz: 23=-18 Concentrated Loads Qb) Vert: 3=58(B) 4=125(B) 6=25(B) 8) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Inerease=1.33 Uniform Loads (pit) Vert: 1-2=-10, 2-3=52, 34=29, 6-7=10 Horz: 2-3=-62 Concentrated Loads (lb) Vert: 3=35(B) 4=79(B) 6=5(B) 9) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (pit) Vert: 1.2=-10, 2-3=29, 34=29, 5-7='10 Horz: 23-39 Concentrated Loads (Ib) Vert: 3=35(B) 4=79(B) 6=5(B) 10) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=10, 2-3=52, 34=29, 5.7=10 Horz: 2-3=62 Concentrated Loads (Ib) Vert: 3=35(B) 4=79(B) 6=5(8) 11) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=10, 2-3=29, 34=29, 5-7=10 Horz 23=-39 Concentrated Loads Qb) Vert: 3=35(B) 4=79(B) 6=5(B) 12) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 23=6, 34=-16, 5-7=-20 Harz: 2-3=36 Concentrated Loads Qb) Vert: 3=81(B)4=125(B)6=25(8) 13) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=30, 2-3=-16, 34=16, 5-7=20 Horz: 2-3=14 Concentrated Loads (Ib) Ven: 3=81(B)4=125(8)6=25(B) 14) Live Only, Lumber Increas-0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Leads (pin Vert: 1-3=30, 34=30, S-7=20 Concentrated Loads (to) Vert: 3=4(B) 4=2(8) 6=6(B) 15) MWFRS Wind Left Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plfj Vert: 1-2=30, 2-3=-33, 34=33, 6-7=20 Horz: 2-3=-27 Concentrated Loads (Ib) Vert: 3=48(B)4=99(8)6=25(B) 16) MWFRS Wind Right Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 23=46, 34=-33, 5.7=20 Horz: 2-3=-14 Concentrated Loads Qb) Vert 3=48(B)4=99(8)6=25(B) 17) MWFRS 1st Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=30, 2-3=33, 34=-50, 5-7-20 Horz: 2.3=27 Concentrated Loads (lb) Vert 3=65(8) 4=99(B) 6=25(B) 18) MWFRS 2nd Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-2=30, 2-3=50, 34=-50, 5-7=20 Horz: 2-3=-10 Concentrated Loads (to) Vert 3=65(B) 4=99(B) 6=25(B) 19) list unbalanced Regular. Lumber Increase=1.25, Plate Increase=125 Uniform Loads (pit) Vert 1-2=30, 2-3=60, 34=-60, 5-7=-20 Concentrated Loads (lb) Vert 3=7(B) 4=11(B) 6=9(B) 20) 2nd unbalanced Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert 1-3=-30, 34=-60, 5-7=-20 Concentrated Loads (lb) Vert 3=7(B) 4=11(B) 6=9(B) 21) 3rd unbalanced Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Leads (plf) Vert 1.2=-30, 2.3=70, 34=-70, 5-7=20 Concentrated Loads (Ib) Vert 3=9(121) 4=-14(B) 6=1 O(B) 22) 4th unbalanced Regular Only: Lumber Increase=1.25, Plate Increase=125 Uniform Loads (plf) Vert 1-3=-30, 34=70, 5-7=-20 Concentrated Loads Qb) Vert: 3=90 4=-14(B) 6=10(B) E02G Girder A0175973 3x4 = LOADING(psQ SPACING TCLL 20.0 2-M TCDL 15.0 Plates Increase 1.25 BCLL 0.0 Lumber Increase 1.25 BCDL 10.0 Rep Stress Incr NO Coda FRc2olorrP12007 LUMBER TOP CHORD 2x4 SP Na.2 SOT CHORD 2x6 SYP No.2 WEBS 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 3-10-0 cc pudins, except end venial BOTCHORD Rigid calling directly applied or 10.0-0 cc bracIng. MiTek recommends that Stabilizers and required cross breWng be Installed during truss erection In aecerd ti Stabilizer attar guide REACTIONS (lb/size) 1 = 3 = 254/0-B-0 (min. 0-1-8) Max Harz 314/Mechanicel 1 = Max Uplift 57(LC 4) 1 = 3 = -134(LC 4) Max Grav -183(LC 4) 1 = 3 = 288(LC 2) . 356(LC 2) FORCES (to) Max. CempJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7.10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed; Lumber DOL=1.33 plate grip 60L=1.33 2) Plates checked fora plus or minus 0 degree rotation about Its center. 3) This truss has been designed fora 10.0 psf bottom chord live load noncencurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. _ 5) Refer to girder(s) for truss to truss connections withstanding 1341b uplift at j. 6) Provide mechanical connection (by others) of truss to bearing plate capable of oint 1 and 183 lb uplift atjoint 3. -rigid pitchbreaks wit 7)'Semih fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection devics(s) shall be provided sufficient to support concentrated load(s) 111 lb down and 72 lb up at 0-11-12, and 201 lb down and 110 lb up at 2-11-12 on bottom chard. The design/selection of such connection deVlce(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (a). LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate increase=1.25 Uniform Loads (pIQ Vert: 1-2=-60, 34=-20 Concentrated Loads (lb) Vert: 6=96(F) 7=-176(F) 2) Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-2=70, 34=20 Concentrated Loads (lb) Vert: 6=-111(F) 7=-201(F) 3) IBC SC Live: Lumber Increase=1.25,'Plate Increase=1.25 Unit." Loads (pIQ Vert: 1.2=-30, 3-4=40 Concentrated Loads (Ib) Vert: 6=-62(F) 7=-132(F) 4) MWFRS Wind Left: Lumber Increase=1.33, Plate Increas-1.33 Uniform Loads (pIQ Vert: 1.2=52, 34=-10 Harz 1-2=62 Concentrated Loads (Ib) Vert: 6=62(F)7=100(F) 5) MWFRS Wind Right:, Lumber Increase=1.33, Plate Increase=1.33 0vwuwrug/rlyu,lnyKKntSOzV5mf-pTfAi z`%,fcbat6b- A 3-10- 3-10-0 CS1 DEFL In TC 0.18 { to c) I/deg Ud BC 0.18 Vert(LL) -0.01 3-6 >999 360 WB 0.00 Hort(TL)) 0.02 3-6 >999 40 (Matrix -MI) Uniform Loads (pit) Vert: 1-2=34, 34=40 Harz: 1-2=-44 s• Concentrated Loads (lb) Vert: 6=62(F)7=10D(F) 6) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit)Vert: 1.2=6, 34=.2p Harz: 1-2=-36 Concentrated Loads (lb) Vert: 6=72(F)7=11 O(F) 7) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit)Vert: 1-2=-12, 3.4=20 Ham: 1-2=18 Concentrated Loads (lb) Vert 6--72(F) 7=110(F) B) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert 1-2=52, 34=10 Harz: 1-2=-62 Concentrated Loads (lb) Vert: 6�2(F) 7=100(F) 9) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert 1-2=29, 34=-10 Harz: 1-2=39 Concentrated Loads (lb) Vert 6=62(F) 7=100(F) 10) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1.2=52, 34=10 Ham 1-2=62 Concentrated Loads Val Vert: 6=62(F)7=100(F) 11) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=29, 34=10 Horz 1-2=-39 Concentrated Loads (Ib) Vert: 6=62(F)7=100(F) 12) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=6, 34=20 Harz 1-2=36 Concentrated Loads (lb) Vert: 6=72(F)7=11 O(F) 13) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1.2=16, 3.4=-20 Harz: 1-2=14 ' Concentrated Loads (lb) Vert: 6=72(F) 7=1 10(F) 14) Live Only: Lumber Increase=0.9D, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pIQ Vert: 1-2=30, 34=-20 .am. ra}ed Loads (lb) Vert; 6 3(F) 7=-103(F) 15) MWFRS Wind Left Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=33, 34=-20 Hare 1.2=27 Concentrated Loads (lb) Vert: 6=52(F)7=75(F) ' 16) MWFRS Wind Right Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ 1.5x4 II Scale = 1:9.3 2x4 II PLATES GRIP MT20 244/190 Weight: 16 lb FT=o% Vert: 1-2=46, 3-4=20 Harz: 1-2=-14 Concentrated Loads Qb) Vert: 6=52(F) 7=75(F) 17) MWFRS tat Wind Parallel Positive + Regular. Lumber Increase=1.33, plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=-33, 34=20 Hom' 1.2=-27 Concentrated Load( (lb) Vert: 6=52(F) 7.75 F 18) MWFRS 2nd Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit)Vert 1-2=-50, 3-4=20 Harz: 1-2=-10 Concentrated Loads (lb) Vert: 6=52(F) 7=75(F) 155561 IFG0IPT (FLOOR I I z I A,175974 4-2-12 8-0-4 11-11-8 15-0-0 , 18-0-8 , 20-3-3 22-9-7 4-2-12 3-9-8 3-11-4 3-0-8 3-0-8 2-2-12 2-6-4 04 = • 3x6 = 4x8 = 1 Sx8 = Scale = 1:31.5 Camber = 1/16 in 3x10 = 1.5x4 11 3x8 = 3x4 = 4xB = 4x6 = 5x6 = 4x8 II 8x14 = 6x10 = 5x12 = 3x4 = 44 = A n 4n Q n A 10038#/0#. :CLC I�T1 3511#/D# 40_n_a on_q_0 ne_n.a on n 7 4-2-12 3-9-8 3-11 4 3-0-8 3-0-8 2-2-12 2-6-2 WE 1 Plate Offsets (X Y): rl :0-2-8 0-2-01 [5:0-4-12 0-1-81 17:0-2-12 0-1-81 [9:0-2-8 0-2-01 112:0-2-8 0-3-01 [13:0-5-00-4-81 if 4:0-4-00-5-01 115:0-4-8 0-2-01 117:Edcs 0-2-01 LOADING(psf) SPACING 2-" CSI DEFL in (too) I/deg Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.78 Vert(LL) -0.15 15.16 >958 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.99 Vert(TL) -0.23 15-16 -626 360 SCLL 0.0 Rep Stress Incr NO WB 0.61 Hon(TL) 0.02 14 n/a n/a BCDL 5.0 Code FRC20101TP12007 (Matrix-M) Weight: 391 lb FT=0% LUMBER TOP CHORD 2x4 SYP No.2 P BOT CHORD 2x6 SYP No.2 P WEBS 2x4 SYP No.2 P BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6_M oc bracing: 13-14,12-13. REACTIONS All bearings Mechanical except (jt=length)14=0-0.0, 12=04-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) except 17=3556(LC 5). 10=1473(LC 5). 14=10D38(LC 3), 12=3511(LC 4) FORCES (lb) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=2365/0, 1-2=8468/0, 2.3=7639/0, 3.4=763910, 4-5=015675, 5-0=01/97, 6-7=01797, 7.8=011098, 8-9=931110, 9-10=-47210 BOTCHORD 12-18=0/938, 11-18=0/938, 17-21=0/871, 21.22=0/B71, 16-22=0/871, 16-23=0/8468, 23-24=0/8468, 15-24-0/8468, 15.25=01/639, 25.26=017639, 14-26=017639, 14.27=5073/0, 13-27=507310, 13-28=937/0, 12-28=93710 WEBS 1-16=017880, 2-15=901/0, 4-15=0/3570, 4-14=-13783/0, 5-14=-2639/0, 5.13=0/4888,6-13=-10f292, 7-13=01709, 7-12=-711/0,8-12=2184/0, 8.11=01946, 9-11=01764 NOTES 1) 3-ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9.0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at D-S-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) fare in the LOAD CASE(5) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Lumber designated with a'P' is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20%where used in this lumber. Plates should be pmlected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACO, CBA, or CA-8 treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s)14, 12 considers parallel to grain value using ANSI!TP11 angle to grain formula. Building designer should verify capacity of bearing surface. 8)'Semi-rigid pltchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 9) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 10) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 863 lb down at 0-10-13, 945 lb down at 2-10-13, 980 lb down at 4-1 D-13, 939 lb down at 6-10-0, 991 lb down at 6-1 D-13, 838 lb down at 8-10-13 , 1001 lb down at 8-10-13, 838 lb down at 10-10-13, 1012lb down at 1D-1D-13, 838 lb down at 12-10-13, 881 lb down at 12-1 D-13, 838 It, down at 14-10-13, 690 Ib down at 14.10.13, 8381b down at 16-10-13, 499 Ib down at 16-10-13, 8381b down at 18-10-13, 308 lb down at 18-10-13, 838 lb down at 20-10-13, and 117 lb down at 20-10-13, and 838 lb down at 22-2-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) 1) Floor. Lumber Increase=1.00, Plate Increase=1.00 Unfforn Loads (ply Vert: 1-9=-100, 10-28=10, 17-28=10 Concentrated Loads (lb) Vert: 13=-1528(F=-838, B=691))18=1146(F=838, B=308) 19=-955(F=-838, B=-117) 20=-838(F) 21=-863(B) 22=945(B) 23=980(13) 24=-1930(F=939, B=991) 25=1840(F=838, B=1001) 26=1 851 (F=-838, 13=1012) 27-1719(F=838, B=881) 28=-1337(F=838, B=499) 2) Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-9=-100, 10.28=10, 17.28=10 Concentrated Loads (lb) Vert; 13=-1528(F=-838, 13 -690) 18=1146(F=838, B=308) 19=955(F=-838, 13=117) 20=-838(F) 21=-863(8) 22=945(13) 23=980(8) 24=1930(F=-939, B=991) 25=-1840(F=-838, B=-1001) 26=1851(F=-838, B=-1012) 27=1719(F=838, B=881) 28=1337(F=838, B=-499) 3) 1st unbalanced Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-7=-100, 7.9=20, 10-28=-10, 17-28=10 Concentrated Loads (lb) Vert: 13=-1528(F=-838, 8=690) 18=1146(F=838, B=308) 19=-955(F=-838, 8=117) 20=-838(F) 21=-863(B) 22=945(13) 23=980(B) 24=1930(F=939, 13=991) 25=1840(F=-838, B-1001) 26=1851(F=-838, B=-1012) 27=1719(F=-838, B=-881) 28=-1337(F=-838, B=499) 4) 2nd unbalanced Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert 1-5=-20, 5-9=100, 10-28=-10, 17-28=10 Concentrated Loads (lb) Vert: 13=-1528(F=-838, B=690) 18=1146(F=838, B=-308)19=-955(F=-838, B=117) 20=838(F) 21=-863(B) 22=945(B) 23=980(B) 24=1930(F=939, B=-991) 25=1840(F=-838, B=-1001) 26=-1 851 (F=-838, S=-1012) 27=1719(F=83B, B=-881) 28=-1337(F=-838, B=499) 5) 3rd unbalanced Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=-100, 5.7=-20, 7-9=100, 10.28=10, 17-28=10 Concentrated Loads (lb) Vert: 13=•1528(F=-838, B=690) 18=11146(F=838, B=-308) 19=-955(F=-838, 8=117) 20=838(F) 21=863(B) 22=945(B) 23=980(13) 24=1930(F=-939, 6=991) 25=1840(F=-838, 8=1001) 26=1851(F=-838, 8=1012) 27=-1719(F=83B, B=-881) 28=-1337(F=-838, B=-499) 6) 4th unbalanced Floor. Lumber Increase=1.00, Plate Increase=1.00 Unit." Loads (plf) Vert: 1.5=-20, 5.7=100, 7-9=20, 10-28=-10, 17-28=-10 Concentrated Loads (lb) Vert: 13=-1528(F=-838, B=690) 18=1146(F=838, B=-308) 19=-955(F=-838, 8=117) 20=-838(F) 21=-863(B) 22=945(11) 23=980(B) 24=1930(F=-939, 13=991) 25=1840(F=-838, 13=1001) 26=1851(F=-838, B=-1012) 27=1719(F=838, B=-881) 28=1337(F=-838, B=-099) 7) 5th unbalanced Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-7=-100, 7-9=-20, 10-28=-10, 17-28=-10 Concentrated Loads (lb) Vert: 13=-1528(F=-838, B=690) 18=1146(F=838, 8=-308) 19=-955(F=-838, B=117) 20=838(F) 21=-863(B) 22=945(B) 23=980(13) 24=-1930(F=-939, 13=991) 25=1840(F=-838, 13=1001) 26=1851(F=838, B=1012) 27=1719(F=838, B=-881) 28=-1337(F=838, B=-499) 8) 6th unbalanced Live Only: Lumber Increase=1.00, Plate Increase=l.DO Uniform Loads (pl) Vert: 1-5=-20, 5-9=100, 10-28=-10, 17-28=-10 Concentrated Loads (lb) Vert 13=-1528(F=-838, 13=690)18=1146(F=838, B=308) 19=955(F=-838, B=117) 20=838(F)21=-863(B) 22=945(B) 23=980(B) 24=1930(F=-939, 8=991) 25=1840(F=-838, 8=1001) 26=1851(F=-838, B=1012) 27=1719(F=838, B=-881) 28=-1337(F=838, B=-099) 9) 7th unbalanced Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plo Vera 1-5=100, 5-7=-20, 7-9=100, 10-28=10, 17-28=10 Concentrated Loads (lb) Vert: 13=-1528(F=838, B=690)18=1145(F=838, B=-308) 19=-955(F=-838, B=117) 20=838(F) 21=-863(B) 22=945(13) 23=960(13) 24=1930(F=939, 13=991) 25=1B40(F=-838, B=1001) 26=1851(F=-838, B=-1012) 27=1719(F=-838, B=-881) 28=1337(F=-B38, 15�499) 10) 81h unbalanced Live Only: Lumber Increase=1.00, Plate Increas-1.00 Uniform Loads (plf) Vert 1.5=20, 5.7=100, 7-9=20, 10.28=-10, 17-28=10 Concentrated Loads (Ib) Vert: 13=1528(F=-838, 8=690) 18=-1146(F=838, B=-308) 19=-955(F=-838, 8=117) 20=838(F) 21=-863(B) 22=945(S) 23=980(13) 24=1930(F=-939, B=991) 25=1840(F=-838, B=-1001) 26=1851(F=838, B=-1012) 27=1719(F=838, B=881) 28=1337(F=-838, 0=499) FLOOR 1 2 ,_tie_,___ _ __ A0175975 1 4x6 = 2 LOADING(psf) SPACING 2-M TCLL 0.0 1 TCDL Plates Increase 1.00 0.0 BCLL Lumber Increase 1.OQ 0.0 Rep Stress Inr NO BCDL 5.0 Code FRC2010/fP12007 LUMBER TOP CHORD 2x4 SYP No.2 P BOT CHORD 2x4 SYP No.2 P WEBS 2x4 SYP N0.2 P BRACING TOPCHORD Structural wood sheathing directly applied or 64)-0 cc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing, Except: 6-D-0 oc bracing: 8-9. REACTIONS (lb/size) 12 788/Mechanical 7 = 862/Mechanicai 9 = 250510.4-0 (min. 0-1.8) Max Gmv 12 = 824(LC 3) 7 = 992(LC 4) 9 = 2505(LC 1) FORCES Oft) Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOPCHORD 1-12=788/0, 1-2=-1461/0, 2-3=108410, 34=0/980, 4-$=01980, 5-6=1245/83, 6-7=-942/0 BOTCHORD 10-11=0/1461,9'lO=011084,8-9=83/1245 WEBS 1.11-0/1420, 2-11=46710, 2-10=546/0, 3.9=-2015/0, 4.9=944/0, 5-9=2035/0, 5-8=-510/43, 6-8=-124/1211 NOTES 1) 2-ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4. 1 mw at 0-8.0 oc. Bottom chords connected as follows: 2x4 -1 row at 0.9-0 oc. Webs connected as follows: 2x4 -1 now at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced floor live loads have been considered for this design. 4) All plates am 3x4 MT20 unless otherwise Indicated. 5) plates checked for a plus or minus 0 degree rotation about its center. 6) Lumber designated with a'P' is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20%where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Bemis or other suitable treatment may be used if it does not corrode the plates. If ACO, CBA, or CA-B treated lumber Is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 7) Refer to girder(s) for truss to truss connections. 8)'Semi-rigid pitchbreaks with fixed heels' Member and fixity model was used In the analysis and design of this truss. 9) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131- X 3') nails. Strongbacks a be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) 1) Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) 2) Live Only. Lumber IBncmase=l6gOFPlate Incre se=1.00 Uniform Loads (plf) Vert: 1-4=-187(F=87), 4-6=366(F=-266), 7-12=10 3) 1st unbalanced Floor. Lumber Inrease=1.00, Plate Increase=1.00 Uniform Loads (pif) Vert: 1d=187(1`=87), 4-6=93(F=-73), 7-12=-1() 4) 2nd unbalanced Floor. Lumber Increase=1.00, Plate Incease=1.00 Uniform Loads (plf) Vert: 1.4=-44(F=24), 4f=a66(F=-266), 7-12=10 5) 3rd unbalanced Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Scale = 1:25.7 3x10 = 7 1.Sx4 II 2505#/0# CSI I DEFL In Q) TC 0.42 ocUdeO L/d BC 0.23 Vert(LL) -0.0210-11 *99 480 WB 0.16 H.a fl-) 0.01 10.17 Na Na (Matrix-M) . Vert 1-4=-187(F=87), 4-6=93(F=73), 7-12=-10 6) 4th unbalanced Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-4 -04(F=-24), 4-6=366(1`=-266), 7-12=-10 PLATES GRIP MT20 2441190 Weighl:15916 FT=O% A0175976 1 FG03 FLOOR 1 _ 3 Jab Reference (optional) hy1g3,220(1tt AM� e,�p I�� �F� y 1�q 0� $$ 2 a OOF TRUSSES, FORT PIERCE, FL 34946,Scott Evan ID:2IWDUM�gi�2�y�eJny KnfS3UZV5fT1T-tlt�tllLTtTC5KG7WJus ULbWdIO/FI.ZLCITI iaJ0C2Z(JOWh 3-9-15 7-4-2 10-10-4 14 4-7 18-2-6 3-9-15 3-6-3 3-6-3 3-6-3 3-9-15 Scale = 1:29.0 Camber = 3/16 In 2 3x4 = 3 3x4 = 1.5x4 II 3x6 = 4 5 3x6 = 6 3x8 = 7 16 17 13 12 11 18 19 10 20 21 9 3x8 = 22 23 8 6x6 = Sx10 MT20H= 3x4 = 3x8 = 3x6 II LOADING(psf) - SPACING 2-0-0 CSI DEFL In Ooc) Udell Lld PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.4fi Ven(LL) -0.33 10-11 >643 480 MT20 2441190 TCDL 10.0 Lumber Increase 1.00 BC 0.94 Ven(fL) -0.5110.11 >419 360 MT20H 187/143 BCLL 0.0 Rep Stress Ina NO WB 0.64 Horz(TL) 0.04 8 nla nla BCDL 5.0 Code FRC20101TP12007 (Matrix-M) Weight: 306 lb FT=0 LUMBER TOP CHORD 2x4 SYP M 30 BOTCHORD 2x6 SYP No.2'Except' B2: 2x6 SYP M26 WEBS 2x4 SYP M 30 *Except* W1: 2x6 SYP ND.2, W3:2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-" oc pur ins, except end verticals. BOTCHORD Rigid calling directly applied or 1D-0-0 oc bracing. REACTIONS (lb/size) 14 = 4788/Mechaniral 8 = 4192IMechanical FORCES Ob) Max. Comp.lMax. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-14=3439/0, 1-2=11096/0, 2-3=1511510, 3-0=-1437410, _ 4-5=14374/0, 5-6=14374/0, 6.7=9783/0, 7.8=-3058/0 BOTCHORD 14-15=011014,15-16=0/1014,16-17=0I1014,13.17=011014, 12-13=0I11096, 11-12=0111096. 11.1B=0/15115, 18-16=0115115, 10-19=0115115, 10.20=0/97B3, 20-21=0/9783, 9-21=018783, 9-22=01822, 22-23=01822, 8-23=01822 WEBS 1-13=0/10564,2-13=-151210,2-11=014220, 3-10=-778/0, 4-10=-30710, 6-10=0/4820, 6.9=-1770/0, 7-9=019389 NOTES 1) 3-ply truss to be connected togetherwtth 10d (D.131Sr3) nails as follows: Tap chords connected as follows: 2x6 - 2 rows staggered at 0.9-0 oc, 2x4 - 1 cow at 0.7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. , Webs connected as follows: 2x4 -1 row at 0.9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about Its center. 5) Refer to girder(s) for truss to truss connections. 6)'Semi-dgid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 cc and fastened to each truss with 3.1 Dd (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) Hanger(s) or other connection da%ice(s) shall be provided suf6clent to support concentrated load(s) 747 lb down at 1-1 -4. 620 lb down at 2-D-4, 699 lb down at 3.2.1, 620 lb down at 4-0-4, 620 lb down at 6-0-4, 620 lb down at 8-0.4, 620 lb down at 10-0-4, 620 lb down at 12.04, 620 lb dawn at 14-0-4, and 620 lb down at 16.0-4, and 620 lb down at 17-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) 1) Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=100, 8-14=-10 Concentrated Loads (lb) Vert: =- 12=620(F) 13=-620(F)15=747(B) 16621)(F) 17=-699(B) 18=-620(F) 19=-620(F) 20=620(F) 21=-620(F) 22=620(F) 23=-620(F) . 2) Live Only. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pin V.: 1-7-100, 8-14=-10 Concentrated Loads (Ib) Vert: = 12620(F) 13=-620(F)15=747(B)16=620(F) 17=-699(B) 18=-020(F) 19=-620(F) 20=620(F) 21=-620(F) 22=620(F) 23=-620(F) FG04 FLOOR Oly Ply Al ROOF TRUSSES, FORT PIERCE, FL 34946, Scott Evert 1 2 Jab Reference o tionalA0175977 �Rlyb4 0 F 4 1 pri 7. e F 13 Mr du s c T err 02 9: 013 P e t 0-5-0 9-5-15 ID:2IWDUMbg.�ny�1'in2tS�C�zV�m��r9�p�f�t°DSkG���cx��blr'1�dm�ct°zzc✓�m�I�z�iGazl�owh 3-5-15 6-10-2 3�_g 10-4-1 3-5-15 Scale = 1:17.6 1 5x6 = � 3x4 1.Sx4 II ' 10 11 63x8 = 3x4 = LOAOING(psQ SPACING 2.0-g TCLL 40.D CSI Plates Increase 1.OD TCDL 10.0 Lumber Increase 1.0D BCLL 0.0 DEFL TC 0.20 Vert(LL) -0.03 In 06-j >989 BC Rep Stress Inv NO BCDL 5.0 Code FRC201orrP12007 480 0.25 Vert(TL) -0.03 6-7 >989 3fi0 WB 0.41 Horz(fL) -0.01 LUMBER (Matrix-M) - 5 Na Na TOP CHORD 2.4 SP No.2 BOT CHORD 2x6 SYP No.2 WEBS 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 6-" oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 5 = 709IMechanical 1 = 716/0-4-8 (min. 0-1-8) FORCES (Ib) Max. CcmpJMax. Ten. - All forces 250 0b) or less TOP CHORD except when shown. 1-2=-1539/0, 2.3=1513/0, 3-4=-1513/0, 4-5-=-654/0 BOTCHORD 7-10=0/1S39, 10-11=011539, 6-11=D/1539 WEBS ' 1-7=0/1624,2.7=-352/0,4-6=0/1596,3-0=-354/D NOTES 1) 2-ply truss to be connected togetherwith 10d (0.131"x3') nails as follows: Top chords connected as follows: 2x4 - 1 / row at 0-9-0 oc. Bottom chords connected as follows: 2x6 -2 rows staggered at 0-9-0 Oc. Webs connected as follows: 2x4 -1 row at 0.9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been Provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Refer to girders) for truss to truss connections. 5)'Semi-rigid pitchbreaks With fixed heels' Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 stmngbacks, on edge, spaced at 10.0-D oc and fastened to each truss with 3-10d (0.131" X 30) nails. Strangbacks to be attached to walls at their outer ends or restrained by other means. 7) Gap between Inside of top chord bearing and first diagonal not exceed 0.500in. or vertical web shall ion tor roe ) shall be Provided sufficient s0concenttraed load(s)44 lb down at2-0-5, and 107 lb at 4-3-5, andart down at 6-3-5 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others, LOAD CASE(S) 1) Floor. Lumber Increase=l.ob, Plate Increase=1.00 Uniform Loads (plf) • Vert: 1-4=100, 5-8=10 Concentrated Loads (lb) Vert: 9=-44(8) 10=-107(B) 11=-170(13) 2) Live Only. Lumber Invease=1.00, Plate Increase=1.00 Uniform Loads (pif) Vert: 1.4=-100, 5-6=10 ' Concentrated Loads (to) Vert: 9=-44(8) 10=-107(B)11=170(B) PLATES GRIP MT2o 244/190 Weight:1171b FT=O% 5 2x4 II 4-4-10 1 04 = 2 1.5x4 II e 2x4 II Scale = 1:9.3 LOADING(psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.OD Rep Stress Ina NO Code FRC20101 P12007 CSI TC 0.35 SC 0.07 WB 0.00 (Matrix-M) DEFL in (too) Well Lrd Vert(LL) -0.00 3-4 >999 460 Vert(fL) -0.01 3-4 >999 360 Horz(TL) 0.00 3 nla nla PLATES GRIP MT20 2441190 Weight: 50lb FT=OY LUMBER TOP CHORD 2x4 SP No.2 SOT CHORD 2x6 SYP No.2 WEBS 2.4 SP No.3'Except' - W3: 2x6 SYP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or4-0-10 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/size) 4 = 280IMechaniwl 3 = 26810-3-8 (min. D-1-8) - FORCES (Ib) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) 2-ply truss to be connected together with 10d (0.131'x36) nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or , back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about Its center. 4) Refer to girder(s) for truss to truss connections. 5)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbaeks, on edge, spaced at 10-0-0 no and fastened to each tmss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at . their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 107 lb down at 1-11-4 on bottom chord. The designfselection of such connection devices) is the responsibility of others. _LOAD CASE(S) 1) Floor. Lumber Inuease=1.00, Plate Increase=1.00 Uniform Loads (pin Vert: 1-2=-100, 3-4=10 Concentrated Loads (lb) Vert: 5=-107(F) 2) Live Only. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pin Vert: 1.2=-10D, 3-4-10 Concentrated Loads (lb) Vert: 5=-107(F) i I 5x6 = LX4 II 6 LOADING(psf) SPACING 2-0-0 TCLL 40.0 Plates Increase 1.00 TCDL 10.0 Lumber Increase 1.0D BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code FRC20101TP12007 LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SVP No.2 WEBS 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied Or 6-04) ccpudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/slxe) 1 = 430/0-34 (min. 0.1-8) 3 = 506/0-3-0 (min. 0-1.8) FORCES (lb) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1.2=755/0, 2-3=684/0 WEBS 1-5=01787,2-5=.375/0, 3-5=0f770 NOTES 1) 2-ply truss to be connected together with 10d (0.131nxY) nails as follows: Top chards connected as follows: 2x4 - 1 row at 0.9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 00. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Plates checked for a plus or minus 0 degree rotation about Its center. 4)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 od (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends Or restrained by other means. 6) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 2701b down at 3-9-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) 1) Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1.3=-100, 4-8=10 Concentrated Loads (Ib) Vert: 5=-270(B) 2) Live Only. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pin Vert: 1.3=-100, 4-6=-10 Concentrated Loads (lb) Vert: 5=270(B) E 1 1 2 5x6 = 21.5x4 II 5 2x4 II 4 4x8 = CSI DEFL in Doc) Udell Ud TC 0.22 Vert(LL) -0.01 5 aggg q80 PLATES GRIP BC 0.07 Vert(TL) -0.01 5 -999 360 MT20 244/19D WB 0.20 Hom(rL) -0.00 3 n/a n/a (Matrix•M) _]__ Weight: 74 lb FT=0% 1 A0175979 IjaggzljOWg Scale = 1:13.2 155561 IF 01 FLOOR I1 I 1 A0175980I -0-9-1 3-11-3 7-10-6 0-9-1 3-11-3 3-11-3 Scale: 314°=l' 1.Sx4 11 5x6 = 1 Sx6 = 2 3 1.5x4 II LOADING(psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr YES Code FRC2010/TPI2007 CSI TC 0.38 BC 0.08 WE 0.41 (Matrix-M) DEFL In (loc) Ildetl Vert(LL) -0.03 5 >999 Vert(TL) -0.04 5 >999 Horz(TL) -0.01 4 n/a Ltd 480 360 n/a PLATES GRIP MT20 244/190 Weight: 39 lb FT=O% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed Burin truss erection In accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4 = 41710-7-4 (min. 0-1-8) 1 = 417/0-8-9 (min. 0-1-8) FORCES (lb) Max. CompdMax. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-2=76210, 2-3=-76210, 34=394/0 WEBS 1-5=0/800, 2-5=45610, 3-5=01800 NOTES 1) Plates checked for a plus or minus 0 degree rotation about its center. 2)'Semi-rigid pitchbreaks with fixed heels• Member end fixity model was used in the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each buss with 3.10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) 1) Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pM) Vert: 1.3=-100, 4-6 -10 ` 2) Live Only. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-100, 4.6=10 PT 1 1 1 A01759811 1 5x6 = 1.5x4 II 2 Scale = 1:20.3 5x6 = 2x4 II B _ 6 3x6 3 5 2x4 II LOADING(psf) SPACING 2-0-0 TCLL 40.0 Plates Increase 1.00 TCDL 10.0 Lumber Increase 1.00 BCLL 0.0 Rep Stress Ina YES BCDL 5.0 Code FRC2010ITP12007 LUMBER TOP CHORD 2x4 SYP No.2 P SOT CHORD 2x4 SYP Nc.2 P WEBS 2x4 SYP No.2 P BRACING TOPCHORD Structural wood sheathing directly applied or 4-8-0 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0.0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection In accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1 = 643/0-4-3 (min. 0.1-8) 5 = 6431Mechanice1 FORCES Vb) Max. Comp./Max. Ten. - All forces 259 (Ib) or less except when shown. TOPCHORD 1-2=148610, 2-3=1486/0, 3-4=-1486/0, 4-5=-00810 BOTCHORD 6-7=0I1486 WEBS 2-7=376/0, 3.6=-37610, 1-7=0/1441, 4-0=0/1441 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) Lumber designated with a'P' is pressure -treated vnth preservatives. Plate lateral resistance values have been reduced 20%where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used If It does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection Is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its Intended use. 4) Refer to girder(s) for truss to truss connections. 5)'Seml-rigid pitchbreaks with fixed heels, Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.10d (0.131° X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Gap between Inside of tap chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) 1) Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plc) Vert: 1-4=-100, 5.8=10 2) Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-4=-100, 5.8=10 3) 1st chase Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=100, 3-4=20, 5.8=10 4) 2nd chase Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plt) Vert: 1-2=-20, 2-4=-100, 5-8=-10 5) 3rd chase Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-100, 3.4=20, 5-8=-10 6) 4th chase Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1.2=-20, 2.4=-100, 5-8=-10 CSI TC 0.35 BC 0.45 WB 0.33 (Matrix-M) DEFL In (loc) Vdsfl Ud Vert(LL) -0.08 6 >999 480 Vert(TL) -0.11 6 >999 360 Hom(TL) -0.02 5 nla Na 11-11-12 4-2-4 PLATES GRIP MT20 244/190 Weight: 54 lb FT = 0% 155561 IFTD2 IFLOOR I I I A0175982I -Q-4-11 4-1-5 6-7-5 11-1-1 15-3-5 1S-711 0 4 1 4-1-5 2-6-0 4-5-12 4-2-4 0-3- 2 _ Seale = 1:26.4 Camber= 1/81n 15x6 = 1.5x4 II 2 3 3x4 = 1.5x4 II 4 5x6 = 5 82�#0# 9 8 7 82,4#/D# 1.5x4 II 3x6 = 1.5x4 II 300 = 1.5x4 II LOADING(psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr YES Code FRC2010ffP12007 CSI TC 0.82 SC 0.75 WB 0.68 (Matrix-M) DEFL In Coe) Ilde9 L/d Vert(LL) -0.26 7-8 >697 480 Verl(TL) -0.40 7-8 -448 360 Horz(TL) -0.06 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 71 lb FT=0% LUMBER TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SYP M 30 - WEBS 2x4 SP No.3 *Except* W2,W3: 2x4 SP No.2 BRACING TOPCHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-M oc bracing: 9-10. TI ek recommends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation guide. REACTIONS Cb/size) 1 = 824104-3 (min. 0-1-8) 5 = 82410-3 4 (min. D-1.8) FORCES (ib) Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=2260/0, 2-3=226010, 34=-219010, 4-5=2190/0 ' BOTCHORD 8-9=012260, 7.8=0/2260 WEBS 4-7=50910, 2-9=494/0, 1.9=0/2328, 3-7=480/142, 5-7=012181 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for aplus or minus 0 degree rotation about Its center. 3)'Semi-dgid pitchbreaks with fixed heels' Member and fixity model was used in the ' analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 30) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vergral web shall not exceed 0.500In. LOAD CASE(S) 1) Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-5=A00, 6-10=-10 2) Live Only. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=100, 6.10=-10 3)1st chase Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pl1J Vert: 1-3=-100. 3-5>20, 6-10=-10 4) 2nd chase Floor. Lumber Increase=1.0% Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=20, 2.5=100, 6-10=10 5) 3rd chase Live Only. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-3=100, 3.5=20, 6.10=-10 6) 4th chase Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pil) Vert: 1-2=-20, 2-5=100, 6-10=-10 1.5x4 II 9 5X6 = o 7 JX4 = 4x10 = LOADING(psf) SPACING 2-M TCLL 40.0 Plates Increase 1.00 TCDL 10.0 Lumber In 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FRC2010fTPI2007 LUMBER TOP CHORD 2x4 SYP No.2 P BOT CHORD 2-4 SYP No.2 P WEBS 2X4 SYP No.2 P BRACING TOPCHORD Structural wood sheathing directly applied or 3-3-1 oc pudins, except end verticals BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends Nat Stabilizers and required cross bracing be installed during buss erection In accordance with Stabilizer Installation pulde REACTIONS (lb/size) 1 = 86910.4-3 (min. 0-1-8) 5 = 869/Mechanical FORCES Qb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=2238/0, 2-3=223B/0, 34=285510, 5-6=0/677 BOTCHORD 7-8=02882, 6-7=02213 WEBS 2.8=37010, 1.8=0/2205, 4-7=0/671, 4-6=2202/0, 3-8=686/0 NOTES 1) Plates checked for a plus or minus 0 degree rotation about 0s center. 2) Lumber designated with a'P' is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACC, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G1a5 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for Its intended use. 3) Refer to girder(s) for truss to truss connections. 4)'Seml-rigid pitrhbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-M oc and fastened to each truss with 3.10d (0.131' Xi') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) 1) Floor.. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pin Vert: 1-5=-100, 6-9=10 2) Live Only. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15=-100, 6.9=10 CSI I DEFL in (toc) Vdefi Ud TC 0.42 Vert(LL) -0.18 7 >999 480 BC 0.71 Veri(TL) -0.29 6-7 >E47 360 WB 0.65 HOR(TL) -0.OS 5 n/a n/a (Matrix-M) D F 3x6 = PLATES GRIP MT20 2441190 Weight: 77 lb FT=O% A0175983 3ie�S'ih RYON6 Scale = 1:27.5 Camber= 1/81n 0 N 6 4x6 = I Sx8 = go?X/0# 1.5x4 II a 1.5x4 II 3x4 = 2 3 43x4= 3x4 = 1.5x4 11 5 6 A0175984 ie�ihi�%wf �13 3-12 s Style = 1:28.9 Camber= 118 in 5x8 = 7 4 N 13 12 11 10 9 9(g#lo# 4x4 = 1.5x4 11 1.5x4 II 4x10 = 1.51i4 II 5x8 = LOADING(psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL ' 5.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr YES Code FRC2010/TPI2007 CST TC 0.73 BC 1.00 WB 0.71 (Matrix-M) DEFT. in (loc) Udell Ud Vert(LL) -0.26 9-10 1747 480 Vert(TL) -0.42 &10 >476 360 Hom(TL) -0.0B 7 nla We PLATES GRIP MT20 2441190 Weight: 79lb FT=0% LUMBER . TOP CHORD 2x4 SP No.2 80T CHORD 2x4 SP No.2 *Except* B2: 2x4 SYP M 30 WEBS 2x4 SP No.3 *Except' W2: 2x4 SP No.2 BRACING TOPCHORD Structural wood sheathing directly applied or 2-6-3 oc puriins, except end vedirals. BOTCHORD Rigid ceiling directly applied or 10-0.0 oc bracing, Except: 14-12 oc bracing: 11-13. " M,Tek recommends that Stabilizers and required cross bracing be installed dodo truss erection in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1 = 907/04-3 (min. 0-1-8) 7 = 90710-34 (min. 0-1-8) FORCES (Ib) Max. CompdMax. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-2=2320/0, 2-3=232010, 34=295110, 4-5=-244210, 5.6=244210, 6-7=244210 BOT CHORD 12-13=012951. 11-12=012951, 10.11=0/2951, 9-10=012951 WEBS 6-9=-494/0, 2-13=317/189, 3-11=0/402, 1-13=012281. " 3-13=-1194/0, 4-9=794/0, 7-9=012430 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the / analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 cc and fastened to each Truss with 3.10d (0.131' X 3') nails. Strongbacks to be attached to walls at ,. their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) 1) Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (PIT) Vert: 1-7=-100, 8-14=-10 2) Live Only: Lumber Increase=1.00, Plate"Increase=1.00 Uniform Loads (PIT) Vert: 1-7=1100, 8-14=-10 3) 1st chase Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pi!) Vert: 14=100, 4-7=20, 8-14=-10 4) 2nd chase Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) . Vert: 1.3=-20, 3-7=-100, 8-14=-10 5) 3rd chase Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 14=-100, 4-7=20, 8-14=-10 6) 41h chase Live Only. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=20, 3-7=-100, 8-14=10 1 5xB = 2x4 II Tmss Truss Type FT03PT f FLOOR 1 FL 34846 Scen Even 4_2-4 _ - _ ID:2IWDU 1.5X4 II 3x6 = 3x4 = 1.5x4 II 9 1 3xr. — A01759851 Scale = 1:29.7 Camber= 1/8 in 10 9 4x10 = 1.5x4 11 5x6 = 8 4x6 = LOADING(psf) SPACING 2-0-0 TCLL 40.0 CSI Plates Increase 1.00 TCDL 10.0 Lumber Increase 1.00 BCLL TC 0.43 0.0 Rep Stress Incr yEB BCDL 5.0 Code FRC20101TP12007 BC 0.87 WB 0.73 LUMBER (Matrix-M) TOP CHORD 2x4 SYP No.2 P BOT CHORD 2x4 SYP No.2 P WEBS 2x4 SYP N0.2 P BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-13 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 104H) oe bracing. MiTek recommends that Stabilizers and required .asbracing be Installed dudn truss erectign in accordance with SW6II@er Installation guide. REACTIONS Qblsize) 1 = 852/0.4-3 (min. 0.1-8) B = 952/Mechanicel FORCES (lb) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-2=-2566/0, 2-3-256610. 34=256610, 4-5=-3415/a, 5.6=3373/0 BOTCHORD 10-11=0/3415, 9-10=0/3415, 8-9=0/2478 WEBS 2-11=46410, 1-11=M550, 4-11=1016/0, 6-9=0/1036, 6-8=247410 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) Lumber designated with a'P' is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20%where used in this lumber. Plates should be Protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACO, CBA, or CA-B treated lumber Is used, Improved m=slon protection is required, and 0185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 4) Refer to girder(s) for truss to truss connections. 5)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 6) Recemmend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strengbacks to be attached to walls at their outer ends or restrained by other means. 7) Gap between inside of lop chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) 1) Floor. Lumber Invease=1.00, Plate Increasa=1.00 Uniform Loads (pl f) Vert: 1-7=-100, 8.12=40 2) Live Only: Lumber Increase=1.00, Plate Increase=l•00 Uniform Loads (plf) ' Vert: 1-7='100, B-12=-10 3) 1st chase Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=-100, 5-7=201 8-12=-10 4) 2nd chase Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-0=20, 4-7=100, 8-12=-10 5) 3rd chase Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (p") ' Vert: 1-5=-100, 5.7=20, 8-12=10 6) 4th chase Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pro Vert: 1-0=20, 4-7=-100, 8.12=-10 DEFL In Qoc) I/de0 Ud Vert(LL) -0.25 10 >837 480 Verl(TL) -0.39 10 >538 360 HOR(TL) 0.01 8 n/a n/a 1 PLATES GRIP MT20 244/190 Weight: 84 lb FT=0% -0 4-ji 4-2-4 7-1-9 9-7-9 • ', 14-1-5 18-3-9 1$-7r5 0 4- 1 4-2-4 2-11-5 2-8-0 4-5-12 4-2-4 0-3- 2 Scale = 1:31.5 Camber = 3116 in 1 5x8 = 9904 0# 2x4 II 1 4-2-4 1.Sx4 11 3x4 = 3x6 = 1.5x4 11 2 3 43x4 = 5 6 Sx8 = 7 13 12 11 10 9 99D#/0#8 4x10 = 3x8 MT20H= 1.5z4 II 4x10 = 1.5x4 11 1.5x4 II LOADING(psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING 2-M Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr YES Code FRC2010fTP12007 CSI TC 0.75 BC 0.78 WB 0.79 (Matrix-M) DEFL in (loc) I/deg Ud Vert(LL) -0.32 9-10 >675 480 Vert(TL) -0.50 9-10 >432 360 Horz(TL) -0.09 7 We n/a PLATES GRIP MT20 244/190 MT20H 187/143 Weight: 851b FT=O% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2.4 SYP M 30 WEBS 2x4 SP No.3 *Except* W2: 2x4 SP No.2 BRACING TOPCHORD Structural wood sheathing directly applied or 2-" oc pudlns, except end verticals. - BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. . MIT"'recommends that Stabilizers and required cross bracing be Installed durin truss erection in accordance with Stabilizer Installation nuide. REACTIONS (lb/size) 1 = 99010-4-3 (min. 0-1-8) 7 = 990I0J-4 (min. D-1-8) FORCES (lb) Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOPCHORD 1-2=26D4/0, 2-3=260410, 3-0=-3579/0, 4-5=-270810, 5.6=2708/0, 6.7=270810 BOTCHORD 12-13=013579, 11.12=0/3579, 10-11=013579. 9-10=013579 WEBS 6.9=-480/0, 2-13=38323, 1-13=02568, 3-13=1290/0, 4-9=-113210, 7-9=02698 NOTES 1) Unbalanced floor live loads have been considered for this design, 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 30) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. " 6) Gap between Inside oftop chord bearing and first diagonal orvertical web shall not exceed 0.5001n. ' LOAD CASE(S) 1) Floor. Lumber Increase=1.00, Plate Increase=1.00 ' Uniform Loads (pif) , Vert: 1-7=-100, 8-14=-10 2) Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-7=100, 8-14=10 ' 3) let chase Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-100, 4-7=20, 8-14=-10 4) 2nd chase Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) ' Vert: 1-3=-20, 3-7=100, 8-14=-10 5) 3rd chase Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 14=-100, 4-7=-20, B-14=-10 6) 4th chase Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-3=-20, 3-7=-'100, 8.14=-10 1 5x8 = 1 DUMbg7F y5j. grit 1.5x4 II 3x6 = 3x4 = 1.Sx4 II 2 Axe — A01 Scale = 1:30.6 Camber = 3/16 In 2x4 = 5x10 = 10 9 1.5x4 11 US = 8 46 = LOADING(psf) SPACING p-p-p TCLL 40.0 CSI Plates Increase 1.0D TCDL 10.0 Lumber Increase 1.00 BCLL TC 0.47 p.0 Rep Stress Incr YES SCOL 5.0 Code FRC2010RPI2007 BC 0.93 W8 0.77 LUMBER (Malfix-M) TOP CHORD 2x4 SYP No.2 P BOT CHORD 2x4 SYP No.2 P WEBS 2x4 SYP No.2 P BRACING TOP CHORD structural wood sheathing directly applied or 2.10.2 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 10.11. MITek recommends that Stabillzets and required cross bracing be Installed dodo Wss erection in accordance with Stabilizer Installation uide. REACTIONS (lb/size) 1 = 986/0.3-4 (min: 0-1-8) 8 = 986/Mechanical FORCES (Ib) Max. ComplMax. Ten. -All forces 250 (Ib) or less except wheri shown. TOPCHORD 1-2=2687/0, 2J=2687/0, 3<=-2687/0, 4-5=-3636/0, 54i=3587/0 BOTCHORD 10-11=0/3636, 9-10=0/3636, 8.9=0/2593 WEBS 2-11=475/0,5-9=262/0, 1-11=0/2674,4-11=1157/0, 6-9=0/1161, 6-8=-2592/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) Lumber designated with a'P• is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20%where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACO, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design, incising factors have not been considered for this design. Building designer to verify this product for Its intended use. suitability of 4) Refer to girders) for truss to truss connections. 5)'Semi-rigid pitrhbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 cc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Gap between inside of tap chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) 1) Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-100, e-12=-10 2) Live Only. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=100, 8.12=10 3) list chase Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=-100, 5-7=20, 8-12=-10 4) 2nd chase Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-20,4.7=-100, 8-12=-10 5) 3rd chase Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=-100. 5-7=20, 8-12=-10 6) 41h chase Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-20, 4.7=-100, 8-12=-10 18-2-11 8-1-0 I in Qoc) Udell Ltd PLATES GRIP -02B 10 >765 460 MT2D 244/190 -0.44 10 >494 360 ) 0.01 8 n/a n/a Weight: 85 lb FT i r A0175988 5556.1 1 FT05 FLOOR I 1 I 1 IF — ' - - - ID:2IWDUMbg7RIyDJnyKKntSOzV5mf-4dOi8wiklrM918UUzmYHIMoJ?JeVvKAM2yxEILzUbwd 18-8-2 p-5-p 4-2-4 7-2-6 9-B-6 13-10-10 18-0-14 1$-4r6 t) 5 4-2-4 3-0-2 2-6-0 4-2-4 4-2-4 -3- 0-3-92ale = 1:31.6 Camber = 3116 In 1 Sx8 = 994#/D# 14 2x4 II 1.5x4 11 3x4 = 3x6 = 1.5x4 11 2 3 43x4 = 5 6 5x8 = 7 994#/0# 13 12 11 10 , 9 8 4x10 = 3x8 MT20H= 1.5x4 II 4x12 = - 1.5x4 II 1.5x4 II 4-2-4 7-2-6 9-8-6 13-10-10 18-4-6 F LOADING(psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING 2-M Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr YES Code FRC2.10r P12007 CSI TC 0.75 SC 0.78 WB 0.79 (Matrix-M) DEFL In (loc) Ildefi Lid Vert(LL) -0.32 9.10 >672 480 Vert(TL) -0.51 9-10 >429 360 Hnrz(1L) -0.09 1 nla n/a PLATES GRIP MT20 2441190 MT20H 187/143 Weight: 86 lb FT=O% .LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SYP M 30 WEBS 2x4 SP No.3'Except' W2: 2x4,SP No.2 BRACING TOPCHORD Structural wood sheathing directly applied or 24-6 cc pudins, except and verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be Installed dorm Wss erecden in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1 = 994ro4-8 (min. 0-1-8) 7 = 99410-3-4 (min. 0-1-8) FORCES (Ib) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-2=-2620/0, 2-3=2620/0, 34=-360B10, 4-5=-272010, 5-6=2720/0, 6-7=2720/0 BOT CHORD 12-13=013608, 11-12=013608, 10-11=0I3608, 9-10=0/36DB WEBS 6.9=-48DI0, 7-9=02710, 2.13=-38720, 1-13=02584, 3-13=-1299/0,4-9=1149/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about Its center. 4)0Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 30) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) 1) Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=100, 8-14=-10 2) Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=100, 8-14=10 , 3) tst chase Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pin Vert: 1.4=100, 4-7=20, 8-14=10 4) 2nd chase Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=20, 3-7=100, 8.14=10 5) 3rd chase Live Only: Lumber Increase=1.00, Pate Increase=1.00 Uniform Loads (plfI Vert: 1.4=100, 4-7=20, 8-14=-10 ' 6) 4th chase Live Only: Lumber Increase=1.00, Plate Increase=1.0D Uniform Loads (pin Vert: 1-3=-20, 3.7=-100, 8-14=10 t 55561 s AI ROOF TRI -0 0-3 1 5x8 = FTO5PT 0 E 1.5x4 II 3x6 = 3x4 = 1.5x4 II 1 IJob Reference /optional A0175989I 14-tt�bz�%�rnt�d5�iR8w�CvAr����lfim�poN�Pc�v�lul�2yx��L� dowd 14-2-13 18-5-1 3-10-12 4-2-4 Scale = 1:30.9 Camber = 3116 in Sx10 = 9 1.Sx4 II 5x6 = 8 46 = TCLL G(Psn40.0 SPACING 2-0-0 TCLL 40.0 Plates Increase 1.Og TCDL 10.0 Lumber Increase 1.00 BC 0.0 Rep Stress Incr YES BCDL 5.0 Code FRC2010frP12007 LUMBER TOP CHORD 2x4. SYP No.2 P BOT CHORD 2x4 SYP No.2 P WEBS 2x4 SYP No.2 P BRACING TOP CHORD Structural SOT CHORD wood sheathing directly applied or 2-9-10 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2.2-0 oc bracing: 10-11. MiTek recommends that Stabilizers and required cross brerAng be Installed Burin truss erection in accordance with Stabilizer Installation uide. REACTIONS (Ib/size) 1 = 997/0-34 (min. 0-1.8) 9 = 997/Mechanimi FORCES (lb) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-2=2724/0, 2-3=2724/0, 3-4=2724/0, 4-5=J707/0, 5.6=3656/0 BOTCHORD 10-11=0/3707, 9-10=0/3707, 8.9=0/2629 WEBS 2-11=-477/0, 5-9=27410, 1-11=0/2712, 4-11=-1203/0, 6-9=011201, 6-8=-2629/0 - NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) Lumber designated with a'P' is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20%where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to Jerify suitability of this product for Its intended use. 4) Refer to girder(s) for truss to truss connections. 5)'Ssmi-rigid pitchbreeks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3-10d (0.131• X 3') na their outer ends or ils. Strongbacks to be attached to walls at restrained by other means. 7) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) 1) Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=100, 8-12=-10 2) Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pIQ Vert: 1-7=100, 8-12=-10 3) 1st chase Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=100, 5-7=20, 8-12=-10 4) 2nd chase Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1.4=20, 4-7=-100, 8-12=40 5) 3rd chase Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=100, 5-7=20, 8-12=-10 6) 4th chase Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-20, 4-7=100, 8-12=10 IC DEFL in (too) Well Vd IC 0.48 Vert(LL) -0.29 10 >744 480 INS 00.78 Vert(TL) -0.45 10, >481 360 (Matrix-M) WHorz(TL) 0.01 8, n/a n/a PLATES GRIP MT20 244/190 Weight: 86lb FT=O% 1 1 1 A0175990 2yXtjLZP6owd 5-2T4 3- 2 Scale = 1:25.7 Camber= 1/8 in FLOOR 6-2-8 2-6-0 1.5x4 II 2 3 3x4 = 1.5x4 II 4 9 8 7 6 3x6 = 1.5x4 11 3x10 = 1.5x4 11 LOADING(psf) SPACING 2-0-0 TCLL 40.0 Plates Increase 1.00 TCDL 10.0 Lumber Increase 1.00- BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FRC2010/TP12007 LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SYP M 30 WEBS 2x4 SP No.3 *Except' W2,W3: 2x4 SP No.2 BRACING TOPCHORD Structural wood sheathing directly applied or2.2-0 oc puriins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0.0 oc bracing, Except: 6-" oc bracing: 9-10. MiTek recommends that Stabilizers and required cross bracing be installed duo truss eraction in accordance with Stabilizer Installa8on guide. REACTIONS (lb/size) 1 = 802/0.4-8 (min. 0-1.8) 5 80210-3-4 (min. 0-1-8) FORCES (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOPCHORD 1-2=209110, 2-3=209110, 3.4=-212010, 4-5=212010 BOTCHORD 8-9=012091, 7-8==091 WEBS 4-7=511/0, 2.9=494/0, 1-9=0/2200, 3-7=394Y203, 5-7=012110 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3)'Semi-rigid pitchbrealis with fixed heels' Member and fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 sirongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-10d (0.131° X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal orvertical web shall not exceed 0.50Din. - LOAD CASE(S) 1) Floor, Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pin Vert:1-5=-100, 6-10=-10 2) Live Only. Lumber Increase=1.00, Plate Increas-1.00 Uniform Loads (plf) Vert: 1-5=-100, 6-10=-10 3) 1st chase Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pin Vert: 1-3=-100, 3-5=20, 6-10=-10 4)2nd chase Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pin Vert: 1-2=-20, 2.5=-100, 6.10=-10 5) 3rd chase Live Only: Lumber Increas-1.00, Plate Increase=11.00 Uniform Loads (plf) Vert: 1-3=-100, 3.5=20, 6-10=-10 6) 4th chase Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pin Vert: 1-2=-20, 2-5=-100, 6-10=-10 CS] DEFL 1n (loc) Ildefl L/d TC 0.82 Vert(L-) -0.25 7-8 >708 480 BC 0.73 Ved(TL) -0.39 7-8 >454 360 WB 0.64 Hon(TL) .0.06 5 n/a nla (Matrix-M) 14-10-8 4-2-4 PLATES GRIP MT21) 244/190 Weight: 69 lb FT=0% 1 n 18- A0175991 ffl5203P ei chn�nzuowc Scale=1:31.2 Camber = 3116 in FT06PT (FLOOR I� 1 1.5x4 II 3x6 = 3x4 = 1.5x4 II 2 - 3x8 = 10 g 5x10 = 1.Sx4 II 5x6 = 8 4x6 = -0 3-12 4-2-4 0- - 2 4-2-4 Plate Offsets fX Y): 11:0-3-8 0-3-0I 19.0-2-12 0 3 Ol 111 0 3 8 0 2 121 LOADING(psf) SPACING TCLL 40.0 Plates Increase 1.00 TCDL 10.0 Lumber Increase 51.00 BCLL .0 Rep Stress Ina YES BCDL .0 Code FRC2010/fP12007 LUMBER TOP CHORD 2x4 SYP No.2 P SOT CHORD 2x4 SYP N0.2 P WEBS 2x4 SYP No.2 P BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc pur ins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 10-11. MITek recommends that Stabilizers and required cross bracing be Installed Burin truss erection in accordance with Stabilizer Installation uide. REACTIONS (Ib/size) 1 = 1008/0-3.4 (min. 0-1-8) 8 = 1008/Mechanical FORCES (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=276010, 2-3=2760/0, 3.4=-2760/0, 4-5=-3777/0, 5-6=-3724/0 BOTCHORD 10-11=0/3777, 9-10=0/3777, 8.9=012663 WEBS 2-11=48010, 5-9=284/0, 1-11-012750, 4-11=1248/0, 6-900/1242, 6-8=-2664/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) Lumber designated with a'P• is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20 % where used in this lumber. Plates should be protected from corrosion per the recammendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. if ACO, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and 0185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its Intended use. 4) Refer to girder(s) for truss to truss connections. 5)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131° X Y) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) 1) Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pin Vert: i•7=•100, B-12=-10 2) Live Only: Lumber Increase= Uniform ads 1.00, Plate Increase=1.00 Lo Vert:(pl() 1.7=•100, 8-12=-10 3) tat chase Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pin Vert: 15=100, 5-7=20, 8-12=10 4) 2nd chase Floor. Lumber Increas-1.00, Plate Increase=1.00 Uniform Loads (pin Vert: 1-4=-20, 4-7=-100, 8-12=10 5) 3rd chase Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1.5=100, 5-7=20, 8-12=10 6) 4th chase Live Only: Lumber Increase=1.00, Plate Increas-1.00 Uniform Loads (pro Vert: 1-0=20, 4-7=-100, 8-12=-10 .4-6 10-6-6 •2-4 2-1-14 CSI DEFL in (loc) Udefl Ud TC 0.49 Vert(LL) -0.30 10 >725 480 BC 0.96 Vert(TL) -0.47 &10 >469 360 WB 0.79 Horz(TL) 0.01 8 nla n/a (Matrix-M) PLATES GRIP MT20 2441190 Weight: 86 lb Ff=0% i 1 1 Sx6 = 9 1.5X4 II 2-6-0 1.Sx4 II 2 1 1 1 3x4 = 4 A0175992 1:5 nO3 P e1 �chnzL?owc Scale: 12'=1' Camber = 1/8 in 2x4 11 5 8 7 3x4 = 6 4x4 = 4x4 = LOADING(psf) SPACING 2-" TCLL 40.0 Plates Increase 1.00 TCDL 10.0 Lumber Increase 1.00 SCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FRC20101 PI2007 LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 'Except* W2:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3.6-3 oc pudins, except end verticals. BOTCHORD Rigid railing directly applied or 6-0-0 oc bracing. MT ek recommends that Stabilizers and required cross bracing be Installed dudn buss erection In accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1 757104.8 (min. 0-1-8) 6 ORCES = 757IMechanical F(Ib) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1.2=2008/0, 2-3=2008/0, 34=-200810 BOTCHORD 741=02008, 6-7=011811 WEBS 2-8=47810, 1-8=02008, 4-7=0/517, 4-6=1779/O NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4)'Semi-rigid pitchbreaks with fixed heels' Member and fixity model was used In the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Stmngbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) 1) Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pll) Vert: 1.5=100, 6.9=10 2) Live Only: Lumber Increase=1.00, Plate Increase-1.00 Uniform Loads (plf) Vert: 1-5=-100, 6-9=10 3) 1st chase Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-3=-100, 3-5=20, 6-9=-10 4) 2nd chase Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-20, 2.5=-100, 6.9=-10 5) 3rd chase Live Only: Lumber Increase=1.00, Plate Increas-1.00 Unit., Loads (plf) Vert: 1-3=-100, 3-5=20, 6-9=-10 6) 4lh chase Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-20, 2.5=-100, 6-9=-10 6-11-12 2-6-0 CSI DEFL in (loc) VdeO L/d TC 0.55 Vert(LL) -0.18 6-7 >901 480 BC 0.84 Verl(rL) -0.30 6-7 >542 360 WB 0.63 Hom(lL) 0.02 6 n/a n/a (Matrix-M) ' PLATES GRIP MT20 2441190 Weight: 64 lb FT = O 55561 IFT07PT (FLOOR A0175993 -0 3-12 42 8-4-8 10 Iu:ZIvvuunnngINIyDJnyKKntSOzV5mf-Ypy4LojAAi8ljb7ji gbM�1 i2LYKj"x renMWc5hnInil}gowl -4 -8-12 14-7-8 18-9-12 0-3- 2 4-2 4 4-2-4 2-4-4 3-10-12 4-2-4 Scale = 1:31.6 Camber= 3/16 in 1.5x4 II 1 SxB = 2 10'9#/0# 11 2x4 II Sx10 = 3x6 = 3x4 = 1.5x4 11 3x8 = 3x4 11 6 7 1 1 2 1 1 2 1 LOADING(psf) TCLL 40.0 SPACING 2-0.0 C51 TCDL 10.0 Plates Increase 1.00 Lumber Increase 1.00 TC 0.49 BCLL 0.0 BCDL 5.0 Rep Stress Incr YES BC 0.98 WB 0.80 Code FRC2010fTP12007 (Matrix-M) LUMBER TOP CHORD 2x4 SYP No.2 P BOT CHORD 2x4 SYP Na.2 P WEBS 2x4 SYP No.2 P BRACING TOPCHORD Structural wood sheathing directly applied or 2-8-12 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek mcommends that stabilizers and required cross bracing be installed during truss erection In accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1 = 1019/034 (min.0-1-8) B = 1019/10-hanical FORCES 0b) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-2=279810, 2.3=2798/0, 34=2799/0, 4-5=-3849/0, 5-6=3794/0 BOTCHORD 1D-11=013949, 9-10=0/3849, 8-9=0/2699 WEBS 2-11=-482/0, 5-9=29610, 1-11=0f2788,4-11=-129410, 6.9=011285, 6-8=2700I0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Lumber designated with a'P' is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20%where used in this lumber. Plates should be protected from corrosion per the mcommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this deslgn. Incising factors have not been considered for this design. Building designer to vedy suitability of this product for 8s intended use. 4) Refer to girders) for truss to truss connections. 5)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-" oc and fastened to each truss with 3-10d (0.13V X 31) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Gap between inside of tap chord bearing and that diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) 1) Floor. Lumber Incmase=1.00, Plate Increase=1.0D Uniform Loads (plf) Vert: 1-7=-100, 8-12=-10 2) Live Only. Lumber Increase=1.00, Pula Increase=1.00 Uniform Loads (pit) Vert: 1-7=-100, 9-12=40 3) 1st chase Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pl0 Vert: 1-5=-100, 5.7=20, 8-12=-10 4) 2nd chase Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1d=-20, 4-70 _ 8-12=-10 5) 3rd chase Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1.5=-100, 5-7=20, 8-12=-10 6) 4th chase Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pin Vert: 1-0=-20, 4-7=-10D, 8-12=-10 10 9 1.Sx4 11 Sx6 = 2 DEFL to (loc) Udefl L/d PLATES GRIP Vert(LL) -0.32 9-10 >705 480 MT20 244/190 Vert(TL) -0.49 8-10 >456 360 Hom(TL) 0.01 8 nla Na Weight: 871b FT=O% 8 4x6 = . �55561 F706 (FLOOR �1 1 1 Ai175994 1-3-4 1-7-5 1-3-4 0 4-1 1 3x6 II 2 3x6 II IE Scale = 1:9.5 1.Sx4 II 4 3 1.Sx4 II 1-3 4 1-7-4 1-3 4 54#/0# 0-4-0 Plate Offsets (X,V): [2:0-3-0,0-0-6] LOADING(psf) SPACING 2-" c5l DEFL In (loc) Wall Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.02 Vert(LL) 0.00 4 >999 460 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC. 0.00 Vert(fL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 nla Na BCDL 5.0 Code FRC2010/1PI2007 (Matrix-M) Weight: 7 It, FT = 0 LUMBER TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 1-3-4 oc puriins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-" no bracing. recommends that Stabilizers and required cross bracing be Installed ZTek dn truss erectlon in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4 = 6411VIechanical 2 = 5410-3-9 (min. 0-1-e) FORCES (Ib) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. / 3) Refer to girder(s) for truss to truss connections. 4)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131- X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(5) 1) Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-10() 34=10 2) Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pin Vert: 1-2=-100, 34=10 3) 1st chase Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-100, 34V 0 4) 2nd chase Floor. Lumber Increase=1.0D, Plate Increase=1.00 Uniform Loads (pin Vert: 1-2=-100, 3-0=10 5) 3rd chase Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-100, 34=10 6) 41h chase Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pin Vert: 1-2=-100, 3-4=10 Job 55561 Al RC FT08PT 1 5x8 = 1.5x4 II 2 3x4 = 3x4 = E 3xS = A0175995 Wq�zl�owb Scale = 1:28.1 Camber= 1/8 in 3x4 II 5 6 1 W 1 3 W1 W 1 8VPO# 9 2x4 II 4x10 = 8 5x6 = r0 7 4-2-4 8-4-0 078 42-4 4 1 12 1650 Plate OBsets 1:0-3-8 0-3-08:030 6-1-0 LOADING(psf) TCLL 40.0 SPACING 2-0-0 Plates Increase 1.00 CSI TC 0.37 DEFL in (too) VdeO Ud PLATES GRIP TCDL 10.0 BCLL 0.0 Lumber Increase 1.0D Rep Stress Ina BC 0.75 Vert(LL) -0.19 8-9 >993 480 Vert(TL) -0.31 7-8 >632 360 MT20 244/190 BCDL 5.0 YES Code FRC20101TP12007 WB 0.67 (Matrix-M) HOrz(TL) -0.03 7 n1a n/a LUMBER Weight: 7911, FT=O% TOP CHORD 2x4 SYP No.2 P BOT CHORD 2x4 SYP N0.2 P WEBS 2x4 SYP No.2 P BRACING TOPCHORD structural wood sheathing_ directly applied or 3.3-3 oc pur ins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0.0 oc bracing. MiTek recommends that Stabilizers and required cross bredng be installed Burin truss erection in accordance with Stabilizer Installation guide. REACTIONS (Iblsize) 1 = 887/0-7-0 (min. 0-1-8) 7 = 887/1VIechanical FORCES (lb) Max. CompJMax. Ten. -Al forces 250 (lb) ar less except when shown. TOP CHORD 1-2=232310, 2-3=2323/0, 34=2323/0, 4-5=2977/0 BOTCHORD 8.9=013008, 7-8=0/2261 WEBS 2.9=410/0, 1-9--=297, 4-9=718I0, 5-8=0[751, 5-7-224910 NOTES 1) Plates checked for a plus or minus 0 degree rotation about Its center. 2) Lumber designated with a -P- is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20 % where used in this lumber. Plates should be protected Pont corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used If it does not corrode the plates. If ACO, CBA, or CA-B treated lumber is used, Improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for Its Intended use. / 3) Refer to girder(s) for truss to buss, connections. 4)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-M oc and fastened to each truss with 3-1 Od (0.131° X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) 1) Floor. Lumber lncrease=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-6=100, 7-10=10 2) Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-6=-100, 7-10=-10 7 44 = I55561 IFT09 (FLOOR I1 1I A0175996I I�ti Gelemnw l..n,i..,.=I\ ID:21WDUMbg7kfy JnyKKni50zV5rrif.0' 1 2-5-0 1 2-g-1 r 2-5-0 0 4-1 1 3X6 II 2 3x6 II T1 1 0 W1 LM W1 vl� $ N i IL 81 4 1.5X4 II 3 scale = 1:9.5 1.5x4 II 2-5-0 2-9-1 2-5-0 117H/DA 0 ---1 Plate Offsets (X,Y): 12:0-3-0,0-0-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdsfl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.11 Ven(LL) 0.00 4 >999 480 MT20 244/190 TCDL 10.0 Lumberincrease 1.00 BC 0.01 Vert(rL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01) 2 nice nice BCDL 5.a Code FRC2010rrP12007 (Matrix-M) Weight: 10 lb FT=O% LUMBER TOP CHORD 2x4 SP No.2 ' BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2.5-0 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. . MiTek recommends that Stabilizers and required cross bracing be installed durin truss erection In accordance with Stabilizer Installation uide. REACTIONS (lb/size) 4 = 1171M-hanical , 2 = 117/0-3-9 (min. 0-1-8) FORCES (Ib) Max. CompdMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) Refer to girder(s) for truss to truss connections. 4)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the ' analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-M oc and fastened to each truss with 3-16d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) 1) Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1.2=-100, 3-4=-10 2) Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-100, 3-4=10 3) 1st chase Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plo Vert: 1-2=100, 3-4=10 4) 2nd chase Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-2=100, 3-4=10 5) 3rd chase Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-100, 3-4=10 6) 4th chase Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-100, 3-4-10 0 FT09PT I FLOOR 11 1 5x6 = 3x4 = Scale = 1:22.3 Camber 1/81n 3x4 II 1.5x4 II 8 7 .,.� 3x6 = 6 3x4 = LOADING(psf) SPACING 2-0-0 TCLL 40.0 Plates Increase 1.00 TCDL 10.0 Lumber Increase 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FRC2010frP12007 LUMBER TOP CHORD 2x4 SYP No.2 P BOT CHORD 2x4 SYP No.2 P WEBS 2x4 SYP No.2 P BRACING TOP CHORD Structural wood sheathing directly applied or 4-55 oc purlins, except end verticals. BOTCHORD Rigid celling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required is bracing be installed Burin truss erection In accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1 = 696/0-7-0 (min. D-1-8) 6 = 696/Mechanicai FORCES (lb) Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOPCHORD 1-2=1721/0, 2-3=1721/0, 3-0=-1721/0 BOTCHORD 7.8=0/1721, 6-7=0/1638 WEBS 2.8=474/0, 1-8=0/1694, 4.7=151/342, 4.6=-1609/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) Lumber designated with a'P' is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20%where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, Improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its Intended use. 4) Refer to girder(s) for truss to truss connections. 5)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 srongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) 1) Floor. Lumber Increase=l.00. Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=-100, 6-9=10 2) Live Only: Lumber Increase=1.00, Plate Increas-1.00 Uniform Loads (plf) Vert: 1-5=100, 6.9=10 3)1st chase Floor. Lumber Increase=1.00, Plate Increase=l.OD Uniform Loads (plf) Vert: 1.3=-100, 35=20, 6.9=-10 4) 2nd chase Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=20, 2-5=-100, 6-9=-10 5) 3rd chase Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-100, 3-5=20, 6-9=-1a 6) 41h chase Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-2=-20, 2-5=-100, 6-9=-10 E CSI DEFL in (loc) Well L/d PLATES GRIP TC 0.29 Vert(LL) -0.09 6-7 >999 480 BC 0.50 LVert(rL) -0.18 6-7 >828 360 MT20 244/190 WB 0.48 Horz(rL) -0.00 6 n/a Na (MeMx-M) Weight: 63 lb FT 3-6-12 3-10-13 3-6-12 04-1 1 1.5x4 II 2 126 N 3x4 = 1.Sx4 II 4 3 Scale = 1:9.4 LOADING(psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING 2.0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Ina YES Code FRC2010/TPI2007 CSI TC 0.39 SC 0.04 WB 0.00 (Matrix-M) DEFL in (loc) I/deg Vert(LL) 0.00 4 ••" Vert(fL) -0.01 3-4 >999 Horz(TL). 0.00 n/a Lid 480 360 rla PLATES GRIP MT20 244/190 Weight 18 lb FT = 0% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 3-6-12 oc purilns, except end verticals. ' BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. =Ix recommends that Stabilizers and required cross bracing be installed dudn truss erection In accordance with Stabilizer Installatlon guide. REACTIONS (lb/size) 4 = 180/Mechanical 2 = 180/0-3.9 (min. 0-1-8) FORCES (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Plates checked for a plus or minus 0 degree rotation about Its center. 2) Refer to glyder(s) for truss to truss connections. 3)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strangbacks, on edge, spaced at 1D-0-0 oc and fastened to each truss with 3.10d (0.131' X Y) nails. Stmngbacks to be adached to walls at their outer ends or restrained by other means. 5) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) 1) Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=100, 3-4=10 .. 2) Live Only. Lumber Incres se=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-100, 3-4=10 OPT (A0175999FLOOR 1 1 1946 Scott E rt 1 Sx6 = 3x4 II 1.5X4 II 7 6 . 3x4 = 1.Sx4 11 5 3x4 = LOADING(psQ SPACING 2-0-0 TCLL 40.0 Plates Increase 1.00 .0 TCDL 10.0 5Lumber Increase 1.00 BCLL Rep Stress Incr YES BCDL .0 Code FRC2010rrP12007 LUMBER TOP CHORD 2x4 SYP No.2 P BOT CHORD 2x4 SYP No.2 P WEBS 2x4 SYP No.2 P BRACING TOPCHORD structural wood sheathing directly applied or 5-8-3 oc purins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-M oc bracing. M7ek recommends that Sabilizer and required cross bracing be installed dodo truss erectlon In accordance with Stabilizer Installation ulde. REACTIONS (lb/size) 1 = 505/0-7-0 (min. 0-1.8) 5 505/Mechanical FORCES Ob) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1021/0, 2-3=1021/0 BOTCHORD 6.7=0/1021, 5-0=0/1021 WEBS 2-7=292/0, 1-7=0/968, 3-5=968/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Lumber designated with a'P' is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20 % where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACO, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this pmdum for its Intended use. 4) Refer to girder(s) for truss to truss connections. 5)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10." oc and fastened to each truss with 3-10d (0.131- X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Gap between inside of top chord bearing and first diagonal or vertical Web shall not exceed 0.5001n. LOAD CASE(S) 1) Floor. Lumber lncrease=1.00, Plate Increase=1.(i0 Uniform Loads (plf) Vert: 1-4=100, 5-8=-10 2) Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pIQ Vert: 11.4=-100, 5.8=10 3) tat chase Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pIQ Vert: 1-3=100, 3.4=201 5.8=10 4) 2nd chase Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pIQ Vert: 1-2=-20, 24=100, 5-8=-10 5) 3rd chase Live Only: Lumber Increase=1.0% Plate Increase=1.00 Uniform Loads (pIQ Vert: 1-3=100, 3-4=20, 5-0=10 6) 4th chase Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pI) Vert: 1-2=-20, 2-4=-100, 541=10 C51 TC 0.30 BC 0.29 WB 0.29 (Matrix-M) D DEFL In (Ioc) Vdefi Ud Verf(LL) -0.03 7 >999 480 Vert(fL) .0.05 7 >999 360 Hom(TL) 0.00 5 n/a n/a r PLATES GRIP MT20 244119D Weight: 46lb FT=()% 1 Scale = 1:18.6 0 1 5x6 = 21.5x4 II 2 5x5 = 3 1.5x4 II 3x8 = 1.5x4 II 6 5 4 A0176000 f kUggo 1 zdOWa Scale = 1:13.2 LOADING(psf) TOLL 40.0 TCDL 10.0 BCLL 0.0 BCOL 5.0 SPACING 2-M Plates Increase 1.0D Lumber Increase 1.0D Rep Stress Inv YES Code FRC20101TP12007 CSI TO 0.24 BC 0.05 WB 0.27 (Matrix-M) DEFL in (loc) I/deg Ld Vert(LL) -0.01 5 >999 480 Vert(fL) -0.02 5 >999 360 H.a(fL) -0.01 3 n1a n/a PLATES GRIP MT20 2441190 ' Weight: 32 lb FT = 0 LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 , WEBS 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed durin truss erection in accordance with Stabilizer Installation oulde. REACTIONS (lb/size) 1 = 333/0-34 (min. 0-1-8) 3 = 33310-M (min. 0.1-8) FORCES (lb) Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 1-2=48610, 2-3=486/0 WEBS 1-5=01523,2-5=364/0,3-5=01523 NOTES 1) Plates checked for a plus or minus 0 degree rotation about its center. , 2)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 3) Recommend 2x6 stmngbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.13V X 30) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside cf top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) 1) Floor. Lumber Increase=1.00, Plate Increase=1.00 Undone Loads (plf) Vert: 1-3=-100, 4-6=10 2) Live Only: Lumber Increasa=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-100, 4-6=10 'oDD I FT11 PT I FLOOR 1 1 Al ROOF TRUSSES FORT PIERCE , 34946 Scott Evert Job Reference 'a Vona 4 Os F 1 nt. 41 Feb O7 iTe u td ,I c. T Ap 0 ID:2IWDUMbg �y7D,jnyK n� �z b°m U rmy�d�tml�k�Jc��vb�_� 'W Sgs 0-7-8 4-2-4 0-7-8 1-6-4 0-3-8 r 3x4 = 1 5x6 = 21.5x4 II 3 T1 W2 W1 W3 W1 W1 B1 31 1.5x4 II 6 LOAOING(psf) SPACING 2-0-0 TCLL 40.0 Plates Increase 1.00 TCDL 10.0 Lumber Increase 1.00 SCLL 0.0 Rep Stress [nor YES BCDL 5.0 Cade FRC20101TP12007 LUMBER TOP CHORD 2x4 SYP No.2 P BOT CHORD 2x4 SYP No.2 P WEBS 2x4 SYP No.2 P BRACING TOP CHORD SWctural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 1040-0 oc bracing. MiTek recommends that Stahilizers and required cross bracing be Installed dodo truss erection In accordance with Stabilizer Installatlon oulde. REACTIONS (lb/size) 4 = 314/Mechanical 1 = 31410-7-0 (min. 0.1-8) FORCES (lb) Max. CompJMaz. Ten. -AII forces 250 (lb) or less except when shown. TOP CHORD 1.2=41310, 2.3=413/0, 3-0=30510 WEBS 2-5=419/0, 1.5=0/429, 3-5=0/527 NOTES 1) Plates checked for a plus or minus 0 degree rotation about Its center. 2) Lumber designated with a'P' is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20%where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used If It does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates maybe used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for Its intended use. 3) Refer to girder(s) for truss to truss connections. 4)'Semi-rigid pitchhreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x5 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.10d (0.131- X 3') nails. Stmngbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal orvertical web shall not exceed 0.500in. LOAD CASE(S) 1) Floor. Lumber Increase=1.00, Plate Increas-1.00 Uniform Loads (pIQ Vert: 1.3=100, 4:6=10 2) Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-100, 4-6=10 CSI I OEFL in (loc) Well Ud TC 0.33 Vert(LL) -0.01 5-6 >999 480 SC 0.05 Vert( I-) -0.02 5-6 >999 360 INS 0.12 Horz(TL) 0.00 4 n/a n/a (Matrix-M) 3x8 = 5 PLATES GRIP MT20 2441190 Weight: 31 lb FT=O% A0176001 Scale = 1:12.5 ,2 4-2-4 7-5-2 - - 11-7-6 Z4-2-4 3-2-14 4-2-4 Y Scale=1:19.7 1 5x8 = 5x8 = 4 T1 W2 W1 W1 W2 W1 W1 FIN 131 62 B 1.5x4 II 4-2-4 7 6 3x6 3x6 = LOADING(psn TOLL 40.0 TCDL - 10.0 BCLL 0.0 BCDL 5.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.OD Rep Stress Incr YES Code FRC2010/TPI2007 C51 TC 0.52 BC 0.57 WB O.69 (Matrix-M) DEFL In (loc) I/deft L/d Vert(LL) -0.OB 6 >999 480 Vert(TL) -0.12 6 >999 360 Horz(TL) -0.02 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 52 lb FT=O% LUMBER TOP CHORD 2x4 SP No.2 - BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 4-15 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. Mek recomends that Stabilizers and required cross hrecing be Installed m urin truss erection In accordance with Stabilizer installa0on uide. REACTIONS (Ib/size) 1 = 623/0-3-4 (min. 0-1-8) 5 = 623/Mechanical FORCES (lb) Max. Comp./Max. Ten. - AI I forces 250 Qb) or less except when shown. TOPCHORD 1-2=140710, 2-3=140710, 3-4=-140710, 4.5=-586/0 BOTCHORD 6-7=011407 ' WEBS 3-6=35610, 2-7=-356/0, 1-7=0/1357, 4.6=011357 NOTES 1) Unbalanced floor live loads have been considered for this design. 2)'Plates checked for a plus or minus 0 degree rotation about Its center. ' 3) Refer to girders) for truss to truss connections. 4)'Semi-dgid pitchbreaks with fixed heels' Member and fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to ' each truss with 3-10d (0.131- X 3') nails. Strongbacks to be attached to walls at . their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) 1) Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pin - Vert: 1-4=-100, 5-8=10 2) Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pin Vert: 1-4=100, 5.8=10 3) 1st chase Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pin Vert: 1-3=-100, 3-4=20, 5.8=10 - 4) 2nd chase Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pin Vert: 1-2=20, 2-0=100, — -10 5) 3rd chase Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pin " Vert: 1-3=-100, 3.4=20, 5.8=10 6) 4lh chase Live Only. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pin Vert: 1-2=-20, 2.4=-100, 5-8=10 55561�FT12PT (FLOOR r cry 1 1 A0176008 Al ROOF TRUSSES FORT PIERCE FL 34946 Scott Even Job Reference foobonall ID.2IWDUMbg7ya�riy�CntS(5z3 m y 1d�F�m tbnrnn z91z f ss:3e u i owe -0-7-8 1Vg�i¢a b� leg 0_7_6 2-6-6 1 3x6 II 2 3x6 II Scale = 1:9.5 T1 W1 W1 123#/0# LOADING(psf) SPACING 2-" TCLL 40.0 Plates Increase 1.OD TCDL 10.0 Lumber Increase 1,00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FRC2010RPI2007 LUMBER , TOP CHORD 2.4 SYP No.2 P BOT CHORD 2x4 SYP No.2 P WEBS 2x4 SYP No.2 P BRACING TOPCHORD Structural wood sheathing directly applied or 2-" oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erecgon In accordance with Stabilizer Installation uide. REACTIONS (lb/size) 1 = 123/0-7-0 (min. 0-1-8) 3 = 123/Mechaniral FORCES (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Lumber designated with a -P- is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20%where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used If it does not corrode the plates. If ACO, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its Intended use. 4) Refer to girder(s) for truss to truss connections. 5)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) 1) Floor. Lumber Increase=1.00, Plate lncrease=1.00 Uniform Loads (plf) Vert: 1-2=100, 3-4=10 2) Live Only. Lumber Invease=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=100, 3-0=10 3)1st chase Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=100, 3-4=10 4) 2nd chase Floor. Lumber Increase=1.OD, Plate Increase=1.00 Uniform Loads (plf) Vert: 1.2=100, 3.4=10 5) 3rd chase Live Only. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plt) Vert: 1-2=100, 3-0=10 6) 4th chase Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=100, 3-4=10 1.Sx4 II 4 CSI I DEFL in (foe) Udefi Lid TC 0.08 Vert(LL) 0.00 4 >999 480 BC 0.01 Vert(TL) -0.00 4 >999 360 INS 0.00 Hom(TL) -0.00 3 n/a Na (Matrix-M) PLATES GRIP MT20 244/190 Weight: 11 lb FT=O% FLOOR 1 1 1 1 5x6 = 1-8-5 1.5x4 11 SX6 = 3 4 8 7 6 3x4 = 5 1.5x4 II 3x4 = 1.Sx4 II VgU9ZUOWZ • Scale = 1:18.5 LOADING(psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING 2-0.0 Plates Increase 1.OD Lumber Increase 1.00 Rep Stress Incr YES Code FRC2010/TPI2007 CBI TC . 0.55 BC 0.70 WB 0.52 (Matrix-M) DEFL In (loc) Vdefl Lid Vert(LL) -0.08 7-8 >999 480 Vert(TL) -0.12 7-8 >866 360 Horz(TL) -0.01 4 We n1a - PLATES GRIP MT20 2441190 - Weight: 421b FT=O% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 5.3-15 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-D-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed dodo truss e. n In accordance with Stabilizer Installation uide. REACTIONS (lb/size) 1 = 477/0-34 (min. 0-1-8) 4 47710-7-0 (min. 0-1-8) FORCES (lb) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-2=75210, 2-3=-75210, 34=75210 BOTCHORD 6-7=01752 WEBS 2.7=28210, 3-0=d2610, 1-7=01652, 4-6=011017 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.13V X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between Inside of tap chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) 1) Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plo Vert: 1.4=1(10, 5-8=10 2) Live Only. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) , Vert: 1-4=100, 5-8=10 3) 1st chase Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-100, 34=20, 5.8=10 4) 2nd chase Floor. Lumber Increase=1.00, Plate Increase=l.DD Uniform Loads (plf) Vert: 1-2=-20, 2.4=-100, 5-8=-10 5) 3rd chase Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-100, 34=20, 5-8=-10 ' 6) 4th chase Live Only: Lumber Increase=1.00, Plate Increase=1.0D Uniform Loads (pit) Vert: 1-2=-20, 2.4=100, 5-8-10 55561 IFT13PT A0176005 ., woyr r iyudnynnnlauzvami-uaFlDtdemtXN75PVMRmK8SSPVCDKLeae65C�f?'ii?zU6w1 7-6-12 11-5 8 15 7 12 0-e 12 4-2-4 3-4-8 3-10-12 4-2-4 s 1 5x8 = 1.5x4 II 3 3x6 = Scale = 1:26.3 Camber = 3/16 in 3x4 II o'r.ua 8 7 3x4 = 1.5x4 11 46 _ 6 44 = LOADING(psq SPACING 2-0.0 TCLL 40.0 Plates Increase 1.0D TCDL 10.0 Lumber Increase 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FRC2010ITP12007 LUMBER TOP CHORD 2x4 SYP No.2 P BOT CHORD 2x4 SYP N0.2 P WEBS 2x4 SYP No.2 P BRACING TOPCHORD Structural wood sheathing directly applied or 3-1-11 oc puriins, except end ver8cals. BOT CHORD Rigid ceiling directly applied or 6-04) oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed durin truss erectlan in accordancewith Stabilizer Installaflon uide. REACTIONS (lb/size) 1 = 844/0-3-4 (min. D-1-8) 6 = 844/Mechanical FORCES (Ib) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1.2=24WII, 2-3=2454/0, 3.4=2454/0 BOT CHORD 7.8=02454, 6-7=02127 WEBS 2-8=546/0, 1-8=02497, 4-7=0/671, 4-6=-2095/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) Lumber designated with a'P' is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20%where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACO, CBA, or CA-S treated lumber is used, Improved corrosion protection is required, and G785 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for Its Intended use. 4) Refer to girder(s) for truss to truss connections. 5)'Semi-rigid pitchbreaks with fired heels' Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Saongbacks to be attached to walls at their outer ends or restrained by other means. 7) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) 1) Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pin Vert: 1-5=100, 6-9=10 2) Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pin Vert: 1-5=100, 6-9=10 3) tat chase Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-100, 3-5=20, 6.9=-10 4) 2nd chase Floor. Lumber Increase=1.00, Plate Increase=1.0D Uniform Loads (plf) Vert: 1-2=-20, 2-5=-100, 6-9=10 5) 3rd chase Live Only. Lumber Increase=1.0% Plate Increase=1.00 Uniform Loads (pit) Vert: 1.3=-100, 3-5=-20,6-9=-10 6) 4th chase Live Only. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-20, 2-5=-100, 6-9=-10 CSI - DEFL In (loc) I/dell L/d PLATES GRIP TC 0.60 Vert(LL) -0.29 6-7 >646 480 MT20 244/190 BC 0.85 Vert(TL) -0.49 6.7 >378 360 WB 0.62 Horz(TL) 0.03 6 Na n/a (Matrix-M) Weight: 70lb FT=O% f0-3-12 2-8-15 5-5-14 V 1 0-3-12 2-8-15 2-8-15 0-7-8 1 5x6 = Scale = 1:12.3 21.5x4 II 5x6 = 3 1.5x4 II 3x8 = 1.5x4 II 6 5 4 2-8-15 LOADING(psf) TCLL 40.0 TCDL tO.O BCLL 0.0 BCDL 5.0 SPACING 2-0-0 Plates Increase 1.01) Lumber Increase 1.00 Rep Stress Incr YES Code FRC2010/IPI2007 CSI TC 0.17 BC 0.04 WB 0.20 (Matrix-M) DEFL in (loc) I/deg Ver(LL) .0.01 5 >999 Vert(TL) -0.01 5 >999 Horz(fL) -0.00 3 n/a Ud 480 360 n/a .PLATES GRIP MT20 244119D Weight: 291b FT-O% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2.4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-14 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 104)-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed udn truss erection In accordance with Stabilizer Installation oulde. REACTIONS Qb/size) 1 = 286/0-34 (min. D-1-8) 3 = 286/0-7-0 (min. 0-1-8) FORCES (lb) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-2=-357/0, 2-3=-357I0 WEBS 15=0/393, 2.5=311/0, 3-5=0/393 NOTES 1) Plates checked for a plus or minus 0 degree rotation about Its center. 2) %eml-rigld pitchbreaks with fixed heels' Member and fixity model was used In the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 1D-0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) 1) Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=100, 4-8=10 2) Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-100, 4.6=10 I— I I Truss Type Oly Ply FT14PT FLOOR 1 1 A01 ID:21WDLIMbg7RIyDJnyKKntg_OA f-0966ffemtRt4j&vWRa'a S07/aPCr ."ym'gmw'uAg i 4-5-11 8-3-11 12 9 7 G331 4511 13-415 3 10-0 4-5-12 0-7-8, Scale = 1:22.4 1.5x4 II 2 5x6 = - 1 4 6 W1 W2 � W1 W1 W2 � W1 81 8 2x4 II E LOADING(psf) SPACING 2-0-0 TCLL 40.0 Plates Increase 1.00 TCDL 10.0 Lumber Increase 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FRC2010/TPI2007 LUMBER TOP CHORD 2x4 SYP No.2 P BOT CHORD 2x4 SYP No.2 P WEBS 2x4 SYP No.2 P BRACING TOP CHORD Structural wood sheathing directly applied or 4-6.900 purins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MfTek recommends that Stabilizers and required cross bracing be Installed durina truss erection In accordance with Stabilizer Installation quid.. REACTIONS (lb/size) 1 687/0-3.4 (min. 0-1.8) 4 687/0-7-0 (min. 0-1-8) FORCES Qb) Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 7OPCHORD 1-2=1661/0,.2-3=1661/0, 34=1661/0 BOTCHORD 6-7=0/1661 WEBS 2.7=423/0, 3.6=423/0, 1-7=0/1626, 4.6=0/1625 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) Lumber designated with a'P' is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20 % where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACID, CBA, or CA-B treated lumber Is used, Improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its Intended use. 4)'Ssml-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 5) Recommend 2x6 strangbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.13V X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord beanng and first diagonal or vertical web shall not exceed 0.500m. LOAD CASE(S) 1),Floor.. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14=100, 541=10 2) Live Only. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14=-100, 5.8=10 3) tat chase Floor. Lumber lncrease=1.00, Plate lncrease=1.00 Uniform Loads (plf) Vert: 1-3=-100; 34=20, 5.8=-10 4) 2nd chase Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1.2=-20, 24=-100, 5.8=-10 5) 3rd chase Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-100, 34=20, "=-10 6) 4th chase Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-20, 24=-100, 5.8=-10 7 6 3x6 = 3x8 = L CSI DEFL in (loc) I/deg Ud PLATES GRIP TC 0.34 Vert(LL) -0.10 6 >999 480 MT20 244/190 BC 0.51 Vert(TL) -0.15 6 >999 360 WB 0.38 - HOrz(TL) -om 4 n/a We (Matrix-M) Weight: 57lb FT=O% 5 2x4 II 155561 IFT15 IFLOOR I1 11. A 1176008I -12 5x6 = 3x6 I I 1.Sx4 II 3x4 = -0-3-12 . 2-0-4 1z' 14 Scale = 1:7.1 LOADING(psf) SPACING 2-0-0 CS DEFL in (loc) VdeO Ud PLATES GRIP TOLL 40.0 Plates Increase 1.00 TC 0.10 Vert(LL) 0.00 4 "•' 480 , MT20 244/190 TCDL 10.0 Lumber Increase 1.0D BC 0.01 Vert(TL) -0.00 4 >999 360 SCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix-M) Weight: 131b FT = 0 LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 2-0-4 oc puriins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-M oc bracing. MITek rewmmends that Stabilizers and required cross bracing be installed Burin truss erection Im accordance with Stabilizer Installatlon uide. REACTIONS (lb/size) 2 = 9510-7-0 (min. 0-1-8) 1 = 95/D-3-4 (min. 0-1-8) ' FORCES (Ib) Max. CompdMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Plates checked for a plus or minus 0 degree rotation about its center. 2)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3-10d (0.131- X 3') nails. Strongbacks to be attached to walls at , their outer ends or restrained by other means. 4) Gap between Inside of tap chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) 1) Floor. Lumber Increase=1.00, Plate Inasase=1.00 Uniform Loads (plf) Vert: 1-2=100, 3-4-10 2) Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-100, 3-4=10 FLOOR 1 1 1 ill 1 5x6 = 5x6 = 1.Sx4 II 5 f 4xB = 4 1.5x4 II LOADIN15.j SPACING 2-0-g TCDL Plates Increase 1.00 TCDL Lumber Increase 1.00 BCLL Rep Stress Ina YES 07 BCDL Code Fess InafTP12 ES LUMBER TOP CHORD 2x4 SYP N0.2 P BOT CHORD 2x4 SYP Nc.2 P WEBS 2x4 SYP No.2 P - BRACING TOPCHORD Structural Wood sheathing directly applied or 5-5-5 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W-k recommends that Stabilizers and required cross bracing be installed L.Burin truss erection in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1 = 49610-3-4 (min. 0-1-8) 3 = 496/0-7-0 (min. 0.1-8) FORCES (Ib) Max. Comp.IMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1.2=1090/0, 2-3=1090/0 WEBS 2-5=546/0, 1.5=0/1128, 3.5=0/1128 NOTES 1) Plates checked for a plus or minus 0 degree rotation about its center. 2) Lumber designated with a'P' Is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACO, CBA, or CA-B treated lumber is used, improved corrosion protection is required; and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its Intended use. 3) •Sere igid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-10d (0.131' X 30) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) 1) Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pin Vert: 1-3=-100, 4-6=10 2) Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-3=100, 4-6=10 9-3-12 4-7-14 C" TC DEFL in (loc) Vdefl LidTC 0.08 Vert(LL) -0.04 5 >999 480 PLATES GRIP 26 Vert(TL) -0.06 5 >999 360 (Matrix-M) MT20 244/190 IN 0. 'WB 0No-(fL) -0.02 3 n/a n1a Weight: 46lb FT=0% Scale = 1:19.1 2-5-0 i 2-8-8 2-5-0 - 0-3-8 1 1.5x4 II 2 126 3x4 = 1.Sx4 11 4 3 2-5-0 , 2-8-8 411111 Scale = 1:9.5 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.15 Vert(LL) 0.00 4 •••• -480 MT20 244/190 TCDL 1 0. 0 Lumber Increase 1.00 BC 0.02 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WS 0.00 HoR(TL) 0.00 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matra-M) Weight: 13 lb FT-0% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 2-5-0 no purtins, except end verticals. BOTCHORD Rigid ceiling directly applied or 104.0 no bracing. MiTek recommends that Stabilizers and required cross bracing be installed - dutruss erection In accordance with Stabilizer Installation ulde. REACTIONS (Ib/size) 4 = 1171Mechanical 2 = 11710-3-0 (min. 0-1-8) FORCES (lb) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Plates checked for a plus or minus 0 degree rotation about Its center. 2) Refer to girder(s) for truss to truss connections. 3)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 stmngbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.13 V X 3') nails. Stmngbacks to be attached to walls at i their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.50(11n. LOAD CASE(S) 1) Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-100, 3-4=10 2) Live Only. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-100, 3-4=-110 FLOOR 2-11-1 1 5x6 = 21.Sx4 II Oy Ply 1 h UMbgTff1y'1T nyMnf 5-1 C 2-11 5x6 = 3 6 3x8 = 5 41.Sx4 II °-1 2-11-1 0-3-12 2-11-1 Plate Offsets : 1:0-2-8 0.2-12 3:o-z-B az-12 5-10-2 6-5-10 2-11-1 TCLLLOAG(ps� SPACING 2-0-p TCLL 40.0 .0-7-8 CSI Plates Increase 1.00 TCDL 10.0 Lumber Increase 1.00 TC 0.14 DEFL in (toe) I/defl Ud PLATES GRIP Vert(LL) -0.01 5 >999 480 480 BCLL 0.0 Rep Stress Incr yEg BCOL 5.0 BC 0.03 WB 0.10 MT20 244/190 Vert(TL) -0.01 5 >999 Code FRC2010/TPI2007 (Matrix-M) HOrz(TL) -0.00 3 We n/a LUMBER Weight: 31 lb FT=1)% TOP CHORD 2x4 SYP No.2 P BOT CHORD 2x4 SYP No.2 P WEBS 2x4 SYP No.2 P BRACING TOPCHORD Structural wood sheathing directly applied or 5-10-2 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Mu7ek recommends that Stabilizers and required cross bracing be installed Brin truss erection in accordance " with Stabilizer Installation oulde. REACTIONS (lb/size) - 1 = 30SM-3-4 (min. 0-1-8) 3 = 30510-7-0 (min. 0-1-8) FORCES (lb) Max. COmpJMax. Ten. - All forces 250 (lb) Or less except ' TOPCHORD when shown. 1-2=410/0, 2-3=-410/0 WEBS 1-5=0/447, 2-5=334/0, 3-5=01447 NOTES 1) Plates checked for a plus or minus 0 degree rotation about Its center. 2) Lumber designated with a'P' is \ pressure -treated with preservatives. Plate lateral resistance values have been reduced 20%where used In this lumber. Plates should be protected from corosion perthe recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the If ' plates. ACO, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 3) •Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis design and of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to ' each truss with 3-10d (0.131" X 3') nalls. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) 1) Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pin . ' Vert: 13=-100, 4-6=10 2) Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-100, 4-6=10 A0176011 Scale = 1:13.0 01 55561 IFT17PT (FLOOR 1 I 1 I ^ho r�^'Q A01760121 -0-3-12 2-4-7 2-11-15 0-3-12 1 2-4-7 2 0-7-8 3x6 II 3x6 II 1.5x4 II 1.5x4 II 2-4-7 'a+ Scale = 1:7.1 LOADING(psf) SPACING 2-M 651 DEFL in (too) Vdefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) 0.00 4 >999 480 MT20 244119D TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Inv YES WB 0.00 Hou(TL) -0.00 2 We Na BCDL 5.0 Code FRC2010frP12007 (Matrix-M) Weight: 11 lb FT=0% LUMBER TOP CHORD 2x4 SYP No.2 P BOT CHORD 2x4 SYP No.2 P WEBS 2x4 SYP No.2 P BRACING TOPCHORD Structural wood sheathing directly applied or 24-7 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed dudn truss erection in accordance with Stabilizer Installation guide. _7. REACTIONS (lb/size) 1 = 114/0-3-4 (min. 0-1-6) 2 = 114/0.7-0 (min. 0-1-8) FORCES Qb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Lumber designated with a'P' is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20%where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used If It does not corrode the plates. If ACO, CBA, or CA-B treated lumber Is used, Improved corrosion protection is required, and G1115 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. , 4)'SemWgid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 30) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between Inside of top chord bearing and first diagonal or vertical web shall _ not exceed 0.500in. LOAD CASE(5) 1) Floor. Lumber Increas-1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-100, 3-4=10 2) Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-100, 3-4=10 3)1st chase Floor. Lumber Increase=1.00, Plate In6rease=1.00 Uniform Loads (plf) Vert: 1-2=100, 3-4=10 4) 2nd chase Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-100, 3-4=10 5) 3rd chase Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (piq Vert: 1-2=-100, 34=10 6) 4th chase Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert:1-2=-100, 3-4=10 Hip Girder 0- -3 u.�rvvuulwugr miyu.lnylcrcnIbUZVSmt-MZJLCJo73_FAiiDwgGfAw-Y4bfigb"X1f 0-u 3 5-2-11 5-2-11 1-5-1 LOADING(psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 15.0 Lumber Increase 1.25 BCLL 0.0 ' Rep Stress Ina NO BCDL to Code FRC20IOnPI2007 LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOPCHORD Structural wood sheathing directly applied or 5-2.11 oc pu, ins. BOTCHORD Rigid wlling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed Burin truss erection In accordance with Stabilizer Installation gulde. REACTIONS (Ib/size) 3 71IMechanical 2 = 14410.11-5 (min. 0-1-8) 4 = 13IMechanical Max Horz 2 = 57(LC 4) Max Uplift 3 = -82(LC 4) 2 = -151(LC 4) Max Gmv 3 = 84(LC 2) 2 = 168(LC 2) 4 = 45(LC 3) FORCES (lb) Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES ' 1) Wind: ASCE 7.10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); cantilever left exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas wham a rectangle 3.6-0 tall by 2-M wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate.rapable of withstanding 82 lb uplift at joint 3 and 151 lb uplift at joint 2. 7) aSeml-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 17 lb down and 72 lb up at 2-S-1, and 17 It, down and 72 lb up at 2-5-1 on top chord, and 36 lb up at 2-5-1, and 36 lb up at 2-5-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-30, 2-3= 60, 4-5=20 Concentrated Loads i1b) Vert: 9=120(F=60, 8=6D) 10=70(F=35, B=35) 2) Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-3-0-, 2-3=-70, 4-5=20 Concentrated Loads (Ib) Vert: 9=135(F=67, B=67) 10=70(F=35, B=35) 3) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-3=-30, 4-5=-40 Concentrated Loads (Ib) Vert: 9=76(F=38, B=38)10=70(F=35, B=35) . 4) MWFRS Wind Left: Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2=-10,2-3=52, 4.5=-10 Horz: 2-3=62 Concentrated Loads (Ib) . CS] I DEFL in (100) Vdefi Ud TC 0.17 Vert(LL) -0.01 4-8 >999 360 BC 0.13 Vert(TL) -0:02 5 -999 240 We 0.00 Horz(TL) -0.00 3 n/a We (Matrix-M) Vert: 9=34(F=17, 8=17) 10=40(F=20, B=20) 5) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.39 Uniform Loads (ply Vert 1-2=10, 2.3=32, 4-5=10 Horz: 2-3=-42 Concentrated Loads (lb) Vert 9=7(F=3, B=3) 10=40(F=20, B=20) 6) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plo Vert: 1-2=-30, 2-3=6, 4-5=20 Harz: 2-3=-36 Concentrated Loads (lb) Vert: 9=58(F=29, B=29)10=60(F=30, B=30) 7) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Increase=1.33 UnBorn Loads (plf) Vert: 1-2=-30, 2.3=14, 4-5=-20 Horz: 2.3=-16 Concentrated Loads (lb) Vert 9=98(F=49, B=49)10=60(F=30, B=30) 8) MWFRS 1st Wind Parallel: Lumber Inaease=1.33, Plate Increes-1.33 Uniform Loads (plf) /. Vert 1.2=-10, 2-3=52, 4.5=10 Horz: 2-3=-62 Concentrated Loads (lb) Vert: 9=-34(F=-17, B=17) 10=40(F=20, B=20) 9) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Incmase=1.33 Uniform Loads (plf) Vert: 1-2=-10, 2-3=29, 4-5=10 Horz: 2-3=-39 Concentrated Loads (lb) Vert 9=12(F=6, B=6)10=40(F=20, B=20) 10) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-10, 2-3-52, 4.5=-10 Horz: 2-3=62 Concentrated Loads (Ib) Vert: 9=-34(F=17, B=17)10=40(F=20, B=20) 11) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 2-3=29, 4-5=10 Horz: 2-3=39 Concentrated Loads (Ib) Vert: 9=12(F=6, B=6)10=40(F=20, 8=20) 12) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=6, 4-5=20 Horz: 2-3=36 Concentrated Loads (Ib) Vert: 8=58(F=29, B=29)10=60(F=30, B=30) 13) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=-16, 4-5=20 - Horz: 2.3=14 Concentrated Loads (lb) Vert: 9=103(F=52, B=52)10=60(F=30, B=30) 14) Live Only: Lumber Increase=0.90, Plate Inae8se=0.90 Pit. metal=0.9D Uniform Loads (plf) Vert: 1-3=30, 4-5=-20 Concentrated Loads (Ib) Vert: 9=76(F=38, B=38) 10=70(F=35, B=35) 15) MWFRS Wind Left Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2= 30, 2.3=-33, 4-5=20 Horz: 2-3=27 Concentrated Loads (lb) Vert: 9=110(F=55, B=55) 10=73(F=36, B=36) Scale = 1:9.9 PLATES GRIP MT20 244/19D Weight: 161b Fr=0% 16) MWFRS Wind Right Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30, 2-3=48, 4-5=-20 Horz: 2.3=-12 Concentrated Loads (Ib) Vert 9=141(F=70, 8=70) 10=73(F=36, 8=36) 17) MWFRS 1st Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30, 2-3=33, 4-5=20 Horz: 2.3=27 Concentrated Loads Qb) - Vert: 9=110(F=55, B=55) 10=73(F=36, B=36) 18) MWFRS 2nd Wind Parallel Positive+ Regular. Lumber Increase=1.33, Plata Increas-1.33 Uniform Loads (pit) Vert 1-2=-30, 2.3=50, 4.5=2D Horz: 2.3=-10 Concentrated Loads (lb) Vert: 9=145(F=72, B=72)10=73(F=36, B=36) HJ7 Diagonal Hip Girder 0- -0 7-7-15 10-10-9 0- -3 7-7-15 3-2-10 L!I Scale = 1:17.4 7-7-1 LOADING(psf) SPACING 2-M CSI DEFL in (loc) Vdefi Ud PLATES GRIP TCLL 21 Plates .Increase 1.25 TC 0.57 Vert(LL) 0.05 7 >999 360 MT20 244/190 TCDL 15.0 Lumber I=ass 1.25 BC 0.. 7 Vert(TL) -0.08 7 >999 240 BCLL 0.0 ` Rep Stress Ina NO WS 0.32 Horz(fL) -0.02 4 n/a We BCDL 10.0 Code FRC2010rrP12007 (Matrix-M) Weight: 39lb FT = OY LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 54-2 oc pudins. BOTCHORD Rigid ceiling directly applied or 7-114 oc bracing. MiTudn truss erectioek recommends thatcco Stabilizers and required cross bracing be Installed dn in ardance with Stabilizer Installation guide. REACTIONS (lb/size) 4 = 73/Mechanlcal 2 376/0-11-5 (min. 0-1-8) 5 - 3901Mechanicel Max Horz 2 = 119(LC 4) Max Uplift 4 = -53(LC 4) 2 = -297(LC 4) 5 = -229(LC 4) Max Grav 4 = B4(LC 2) 2 = 431(LC 2) 5 = 438(LC 2) FORCES (lb) Max. Comp./Max. Ten.' All forces 250 (lb) or less except when shown. TOPCHORD 2-12=-942/457, 12-13=9161468. 3-13=-911/469 BOT CHORD 2-11=-262/0,2-8=408/902,2-15=-527/902,15-16=-5271902, 7-16=527/902, 7-17=-527/902, 6-17-527/902 WEBS 3.7=0/272, 3.6-999/584 NOTES 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=S.Opsf; h=2511; Cat. II; Exp C; End., GCpl=0.18; MWFRS (envelope); cantilever left exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurenl with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to glyder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to beadng plate capable of withstanding 53 lb uplift at joint 4, 297 lb uplift at joint 2 and 229 lb uplift at joint 5. 7)'Semi-dgld pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 17 lb down and 72 lb up at 2-5-1. 17 lb down and 72 to up at 2-5-1, 8 lb down and 80 lb up at 5-3.0, 8 lb down and 80 lb up at 5-3-0, and 66lb down and 125 lb up at 8-0-15, and fib lb down and 125 Ib up at 8-0-15 on top chord , and 36 lb up at 2-5-1, 36 lb up at 2-5-1, 10 lb up at 53-% 10 lb up al 5-3-0. and 36 lb down and 1 lb up at 8-0-15, and 36 lb down and 1 lb up at 8-0.15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(5) 1) Regular. Lumber Increas-1.25, Plate Increas-1.25 Uniforn Loads (plf) Vert: 1-2=-30, 24=-00, 5-8=20 Concentrated Loads (lb) Vert: 12=120(F=60, B=60) 13=-13(F=7, B-7) 14=-113(F=57, B=-57) 15=70(F=35, B=35) 16=5(F=2, B=2)17=38(F=-19, B=19) 2) Regular Only. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) ` Vert 1-2=-30, 24=70. 5-8=-20 Concentrated Loads (lb) Vert: 12=135(F=67, B=67)13=16(F=-8, B=-8)14=132(F=-06, B=-06) 15=70(F=35, B=35) 16=5(F=3, B=3)17=38(F=-19, 8=19) 3) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-30, 5-8=-40 Concentrated Loads (lb) Vert 12--76(F=38, B=38) 13=-7(F=-3, B=-3)14=-60(17=30, B=-30) 15=70(F=35, B=35) 16=0(F=O, B=0)17-71(F-36, 8=36) 4) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-10, 24=52, 5.8=10 Horz: 24=-62 Concentrated Loads (lb) Vert: 12=-34(F=-17, B=17)13=24(F=12, B=12)14=113(F=56, 8=56) 15=40(F=20, B=20) 16=0(F=0, B=0)17=-18(F=-9, 8=9) 5) MWFRS Wind Right: Lumber Increase=1.33, Plate In-a=1.33 Uniforn Loads (plf) Vert: 1-2=-10, 2-4=32, 5-8=10 Harz: 24=-42 Concentrated Loads (lb) Vert 12=7(F=3, B=3)13=64(F=32, 8=32) 14=1 53(F=76, B=76) 15=40(F=20, B=20) 16=0(F=O, B=O)17=18(F=-9, B=-9) 6) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert 1-2=30, 2-4=6, 5.8=20 Horz: 24=-36 Concentrated Loads (lb) Vert 12=58(F=29, B=29) 13=115(F=58, B=58) 14=204(F=102, B=102) 15=60(F=30, 8=30) 16=20(F=10, B=10) 17=2(F=1, B=1) 7) MWFRS Wind Right Positive : Lumber Increase=1.33,. Plate Increase=1.33 Uniform Loada (plf) Vert: 1-2=-30,24=14,5-8=20 Harz: 24=-16 Concentrated Loads (Ib) Vert: 12=98(F=49, B=49) 13=156(F=78, B=78) 14=244(F=122, B=122) 15=60(F=30, B=30) 16=20(F=10, B=10) 17=2(F=1, B=1) 8) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-10, 24=52, 5-8=10 Ham: 24=-62 Concentrated Loads (lb) Vert 12=-34(F=17, 8=17)13=24(F=12, B=12) 14=113(F=56, B=56) 15=10(F=20, B=20) 16=0(F=0, B=0)17=18(F=-9, 8=9) 9) MWFRS 2nd Wind Parallel: Lumber Incmase=1.33, Plate Incease=1.33 Uniform Loads (plf) Vert: 1.2=10, 24=29, 5.8=10 Horz: 24=-39 Concentrated Loads (lb) Van: 12=12(F=6, B=6) 13=70(F=35, B=35)14=15B(F=79, B=79)15=40(F=20, B=20) 16=0(F=O, B=0)17=18(F=-9, B=-9) 10) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increas-1.33 Uniform Loads (plf) ' Vert: 1-2=10, 24=52, 5.8=10 Horz: 24=.62 Concentrated Loads (Ib) Vert: 12=34(F=17, B=-17)13=24(F=12, B=12)14=113(F=56, B=56) . 15=40(F=20, B=20)16=0(F=O, B=0)17=18(F=9, B=-9) 11) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads'(plf) Vert: 1-2=10, 24=29, 5.8=10 Harz 24=39 Concentrated Loads (Ib) Vert: 12=12(F=6, B=6) 13=70(F=35, B=35)14=158(F=79, B=79) 15=40(F=20, B=20)16=0(F=0, B=0) 17=18(F=9, B=9) 12) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vem 1-2=30, 24=6, 5-8-20 Hoe: 24=-36 .Concentrated Loads (lb) - Vert: 12=58(F=29, B=29)13=115(F=58, B=58) 14=204(F=102, B=102) 15=60(F=30, B=30) 16=20(F=10, B=10)17=2(F=1, B=1) 13) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Ungorm Loads (plf) Vert: 1-2=30, 24=16, 5-8=-20 Horz: 2-4=14 Concentrated Loads (lb) Vert: 12=103(F-52, B=52)13=161(F=80, B=80) 14=250(F=125, B=125) 15=60(F=30, B=30)16=20(F=10,B=10)17=2(F=1, B=1) 14) Live Only: Lumber Increase=0.90, Plate Increase=0.90 PIL metal=0.90 Uniform Loads (plf) Vert: 1-4=-30, 5-8=20 Concentrated Loads (lb) Vert: 12=76(F=38, 8=38) 13=-6(F=3, B=-3) 14=58(F=-29, B=29) 15=70(F=35 , B=35)16=2(F=1, B=1)17-36(F=18, B=18) 15) MWFRS Wind Left Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2=30, 2-4=33, 5-8=-20 Harz: 24=-27 Concentrated Loads (Ib) Vert: 12=110(F=55, B=55) 13=96(F=48, 8=48) 14=158(F=79, B=79) 15=73(F=36, B=36)16=20(F=10, B=10) 17=2(F=1, B=1) 16) MWFRS Wind Right Positive + Regular. Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30, 2-4=48, 5-8=-20 Ham: 2.4=-12 Concentrated Loads (Ib) Vert: 12=141(F-70, B=70) 13=126(F=63, B=63) 14=188(F=94, B=94) 15=73(F=36, B=36)16=20(F=10, B=10) 17=2(F=1, B=1) 17) MWFRS 1st Wind Parallel Positive+ Regular. Lumber Increase=1.33, Plate Increas-1.33 Unifomr Loads (pin Vert: 1.2=-30, 24=33, 5.8=-20 Horz: 24=-27 Concentrated Loads (lb) Vert: 12=110(F=55, B=55)13=96(F=48, 8=48) 14=158(F=79, B=79) 15=73(F=36, B=36)16=20(F=10, B=10) 17=2(F=1, 8=1) 18) MWFRS 2nd Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2=30, 24=50, 5.8=-20 Harz: 24=-10 Concentrated Loads (lb) Vert: 12=145(F=72, B=72)13=130(F=65, B=65) 14=192(F=96, B=96) 15=73(F=36, B=36) 16=20(F=10, B=10) 17=2(F=1, B=1) HJA IDiagonal Hip Girder A017601S LOADING(psQ TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 Scale = 1:14.5 riv SPACING 2-0-0 CSI DE In (lot) VdeO Ud Plates Increase 125 TC 0.49 Vert(LL) 0.04 6.7 >99g 360 PLATES GRIP Lumber Increase 125 BC 0.33 Vert(rL) -0.04 6-7 >999 240 MT20 244/190 Rep Stress Ina NO WB 0.25 Code FRC2010ITP12007 (Matrix-M) Horz(TL) -0.01 5 We n/a LUMBER TOP CHORD 2z4 SP No.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP N0.3 BRACING TOPCHORD Structural wood sheathing directly applied or 6-0-0 of pudins. BOTCHORO Rigid telling directly applied or 7-4.5 cc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection in accordance with Stabilizer Installation guide REACTIONS (lb/size) 4 2 = 94/Mechanical 35910-8-5 (min. 0.1-8) 5 = Max Horz 181/Mechanical 2 = Max Uplift 119(LC 8) 4 = 2 = -73(LC 8) 5 = -168(LC 8) Max Grev -83(LC 8) 4 = 2 = 97(LC 2) 5 = 403(LC 2) 201(LC 2) FORCES (lb) Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOPCHORD 23=-611/473 BOTCHORD 2.8=372/540, 2.7=-607/603, 6-7=-607/603 WEBS 3-6=646/651 NOTES 1) Wind: ASCE 7.10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. It., Exp C; Encl., GCpi=0.1 a; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ;C-C for members and forces 8 MWFRS for reactions shovm; Lumber DOL=1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 vdde will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb 7)'Semi-rigid pit hbrrelaks ft at with fixed heels' Member end fixity 68 lb uplift at joint 2 and Modell�was ft at )usedoint5In the analysis and design of this truss. LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ . Vert: 1-2=-30, 24=£0, 5-8=20 2) Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-2=30, 24=70, 5-8=20 3) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 14=-30, "=40 4) C-C Wind: Lumber Increase=1.33, Plate Increas-1.33 Uniform Loads (pIQ Vert: 1-2=10, 24=113, 5-8=1I) Horz 24=123 5) 2nd CC Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=-10, 24=113, 5-8=10 Harz: 24=-123 6) C-C Wind Positive: Lumber Inereas-1.33, Plate Inaease=1.33 Uniformds (pIQ Vert: 1-2=3Loa0, 24=74, ;-8=20 Horz: 24=44 7) 2nd C-C Wind Positive: Lumber Inaaase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1.2=30, 24=74, 5-8=-20 Ham: 24=44 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-2=10, 24=52, 5-8=10 I Horz: 24=62 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=-10, 24=34, 5-8=10 Horz: 24=44 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=30, 2.4=6, 541=20 Horz: 24=36 11) MWFRS Wind Right Positive: Lumber I1creas-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30, 24=-12, 5-8=20 Ham: 24=18 12) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 UnHortn Loads (pIQ Vert: 1-2=10, 2.4=52, 5-8=-10 Harz 24=62 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=10, 2.4=29, 5-8=-10 Horz: 24=39 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ. Vert: 1-2=10, 24=52, 5-&-1D Horz: 24=62 15) MWFRS 4th Wind Parallel: Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=10, 24=2915-8=-10 Horz: 24=39 16) MWFRS 1st Wind Parallel Positive: Lumber Inaease=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1.2=-30, 24=6, S-8=20 Harz: 24=36 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=30, 24=16, 5.8=20 Horz: 24=14 18) Live Only. Lumber Increase=0.90, Plate Increase=0.90 Pll. mete=0.90 Uniform Loads (pIQ Vert: 14=30, 5.8=-20 19) C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=30, 24=93, 5-8=20 2Horz: 24=33 0) 2nd CC Wind Positive + Regular. Lumber Inaease=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=30, 24=-93, 5-8=20 Harz: 24=33 21) MWFRS Wind Left Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=30, 24=-33, 5.8=20 Horz: 24=27 22) MWFRS Wind Right Positive + Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=30, 24=46, 5.8=20 Horz 24=14 Weight: 29 lb FT=O% 23) MWFRS 1st Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=-30, 24=33, 5.8=20 Harz: 24=-27 24) MWFRS 2nd Wind Parallel Positive+ Regular. Lumber Increase=1.33, Plate Increas-1.33 Unit." Loads (pit) Vert 1-2=-30, 2-4=50, 5-8=-20 Harz: 24=-10 AG ' A0176016 55561 HJB Diagonal Hip Girder 5-1-2 0-10-13 5-1-2 8-5-0 LOADING(psD SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) 0.03 6-7 >999 360 MT2D 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.40 Vert(TL)' -0.06 6-7 >999 240 BCLL 0.0 Rep Stress Ina NO WB 0.22 Hom(TL) -0.01 4 n1a n/a BCOL 10.0 Code FRC2010/TP12007 (Matrix-M) Weight: 31 lb Fr=O% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOTCHORD Rigid ceiling directly applied or 9-7-1 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed dodo truss erection In accordance with Stabilizer Installation ufde. REACTIONS (lb/size) 4 = 118IMechanical 2 = 42410-9-13 (min. 0-1-8) 5 - 24511dechanicel Max Horz 2 = 109(LC 4) Max Uplift 4 = -103(LC 4) 2 = -219(LC 4) 5 - -114(LC 4) Max Grav 4 = 136(LC 2) 2 = 476(LC 2) 5 = 272(LC 2) FORCES (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOPCHORD 2-12=-700/304, 12-13=663/309, 3-13=-641/303 BOTCHORD 2-8=2591650, 2-15=-3671650, 15-16=367/6S% 7-16=-367/650, 7-17=3671650, 6-17=367/650 WEBS 3.6=6911391 NOTES 1) Wind: ASCE 7.10; Vult--170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCOL=5.0psf h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed fora 10.0 psf bottom chord live load noncencurrenl with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord end any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to beadng plate capable of withstanding 103 lb uplift at joint 4, 219 lb uplift at joint 2 and 114 lb uplift at joint 5. 7)'Semi-rigid pltchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4 lb down and 64 lb up at 3-M, and 54 lb down and 112 lb up at 4-5-5, and 68 lb down and 127 lb up at 7-1-14 on top chord, and 16 to up at 3-8-8, and 28 lb down and 3 Ib up at 4-5-5, and 37 lb down and 1 lb up at 7-1-14 on bottom chord. The designlselection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-2=30, 24=-60, 5-8=20 Concentrated Loads (lb) Vert: 12=12(F) 13=46(B) 14=-59(F)15=13(F) 16=-13(B) 17=20(F) 2) Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-2=30, 24-70, 5-8-20 Concentrated Loads (Ib) Vert 12=14(F) 13=54(B) 14=-68(F) 15=13(F) 16=13(B)17=20(F) 3) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-30, 6-8=40 Concentrated Loads (lb) Vert 12=7(F)13=24(13)14=-31(F) 15=16(F)16=28(8) 17=-37(F) 4) MWFRS Wind Left: Lumber Increas-1.33, Plate Increas-1.33 Uniform Loads (pin Vert: 1-2=-10, 24=52, 5.8=10 Harz: 24=-62 Concentrated Loads (lb) Vert: 12=-4(F) 13=43(B)14=59(F) 15=4(F) 16=7(B) 17=9(F) 5) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2--10, 2-4=33, 541=10 Horz: 24=43 Concentrated Loads (Ib) Vert 12=15(F) 13=63(B) 14=78(F) 15=4(F)16=7(B) 17=-9(F) 6) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert 1-2=-30, 24=6, 5-8=20 Horz: 24=36 Concentrated Loads (lb) Vera 12=42(F)13=89(B)14=1D4(F)15=14(F)16=3(B)17=1(F) 7) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-2=-30, 24=13, 5.8=-20 Harz: 24=-17 Concentrated Loads (to) Vert: 12=61(F) 13=10B(B) 14=124(F) 15=14(F) 16=3(B)17=1(F) 8) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increas-1.33 Uniform Loads (pit) Vert: 1-2=-10, 2.4=52, 5-8=10 Horz: 2.4=-62 Concentrated Loads (lb) Vert' 12=4(F) 13=43(B)14=59(F) 15=4(F)16=7(B)17=-9(F) 9) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-2=-10, 2.4=29, 541=10 Horz: 24=-39 Concentrated Loads Qb) Vert 12=19(F) 13=66(B)14=81(F) 15=4(F) 16=7(B) 17=-9(F) 10) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pif) Vert: 1-2=10, 24=52, 5-8=10 Ham 24=62 Concentrated Loads (Ib) Vert: 12=-4(F)13=43(B) 14=59(F) 15=4(F)16=-7(B)17=9(F) 11) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=10, 24=29, 5-8=-10 Hom 24=39 Concentrated Loads (Ib) Vert: 12=19(F) 13=66(B) 14=81(F) 15=4(F) 16=7(S) 17=9(1`) 12) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=30, 24=6, 5-8=-20 Horz: 24=36 Concentrated Loads (lb) Vert: 12=42(F)13=89(B)14=104(F)15=14(F)16=3(B)17=1(F) 13) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1.2=30, 24=-16, 5-8=20 Harz: 24=-14 Concentrated Loads (Ib) Vert 12=64(F)13=112(B)14=127(F)15=14(F)16=3(B)17=1(F) 14) Live Only. Lumber Increase=0.90, Plate Increas-0.90 Pit. metal=0.90 Uniform Loads (pin 0 Scale = 1:15.5 Vert 1-4=-30, 5.8=20 Concentrated Loads (Ib) Vert 12=7(F)13=23(B) 14=30(F) 15=10(F) 16=-13(B) 17=19(F) 15) MWFRS Wind Left Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-2=-30, 2.4=33, 5.8=20 Horz: 2-4=-27 Concentrated Loads (lb) Vert: 12=37(F) 13=70(B) 14=81(F) 15=14(F) 16=3(B) 17=1(F) 16) MWFRS Wind Right Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert 1-2=30, 24=-47, 5.8=20 Harz: 24=-13 Concentrated Loads (to) Vert: 12=51(F)13=64(B)14=95(F)15=14(F)16=3(8)17=1(F) 17) MWFRS 1st Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-30, 2-4=33, 5.8-2D Horz: 2-4=-27 Concentrated Loads (lb) Vert 12=37(F) 13=70(B) 14=81(F) 15=14(F) 16=3(B)17=1(F) 18) MWFRS 2nd Wind Parallel Positive + Regular. Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (pli) Vert 1-2=30, 2-4=50, 5-8=-20 Horz: 24=10 Concentrated Loads (Ib) Vert 12=54(F) 13=87(B) 14=98(F) 15=14(F) 16=3(B) 17=1(F) HJC I Diagonal Hip Girder I1 - I 1 I _ _ _ _ A01 -vvuuwtug r rctyujnyKKn16UZV5mf-JLR61?p0bcVutXlj0?9tRYdFgt('S`ygK 0-p-2 7-0-2 y- 0-D 1 7-0-2 C.) 3x4 = LOADING(psf) SPACING 2-M TCLL 20.0 Plates Increase 1.25 TCDL 15.0 Lumber Increase 125 SCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FRC2010rP12007 LUMBER TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 64)-0 oc pudins. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be Installed Burin truss erection in accordance with Stabilizer Installation puide. REACTIONS (lb/size) 3 = 206/Mechan1ca1 2 = 336/0-IG-7 (min. 0.1-8) 4 = 65/Mechanical Max Horz 2 = 83(LC 4) Max Uplift 3 = -192(LC 4) 2 = -189(LC 4) Max Gmv 3 = 240(LC 2) 2 = 380(LC 2) 4 = 130(LC 3) FORCES (lb) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown BOT CHORD 2-8=2201262 NOTES 1) Wind: ASCE 7.10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 per bottom chord live load nonconcurent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 192 lb uplift at joint 3 and 189 lb uplift at joint 2. 7)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this Wss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 221b down and 47 lb up at 2.9.9, and 22 lb down and 90 lb up at 4.11-2, and 74 lb down and 129 lb up at 6-7-11 on top chord, and 32 lb up at 2-9-9, and 8lb down and 8 lb up at 4.11-2, and 41 lb dawn at 6-7-11 an bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-3=-00, 4-5=20 Concentrated Loads Qb) Vert: 9=34(B)10=19(B) 11=64(F) 12=26(B) 13=-2(8) 14=-22(F) 2) Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-3=-70, 4-5=20 Concentrated Loads (Ib) Vert: 9=39(B) 10=22(B) 11=74(F) 12=26(8) 13=1(B) 14=-22(F) 3) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-30, 4-5=-00 Concentrated Loads (lb) Vert: 9=21(B) 10=9(B) 11=-34(F) 12=26(B) 13=-8(B)14=-41(F) 4) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1 . 33 2.30 F12 CSI DEFL in (loc) Well L/d TC 0.66 Vert(LL) -0.04 4.8 >999 360 BC 0.33 Ved(Q -0.08 4.8 >989 240 WB (Matrix0.0 Horz(TL) 0.01 3 n/a n/a Uniform Loads (pit) Vert: 1-2=10, 2-3=52, 45=10 Horz: 2-0=-62 Concentrated Loads (lb) Vert: 9=22(B) 10=21(B) 11=60(F) 12=14(B)13=2(13)14=10(F) 5) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-2=-10, 2-3=32, 4-5=10 Harz: 2-3=-42 Concentrated Loads (lb) Vert: 9=2(13) 10=41(8) 11=80(F) 12=14(8) 13=-2(B)14=10(F) 6) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2.3=6, 4.5=20 Harz: 2-3=-36 Concentrated Loads (lb) Vert: 9=24(B) 10=67(B)11=106(F) 12=24(8) 13=8(B)14=-O(F) 7) MWFRS Wind Right Positive : Lumber Increase=1.33, Plate Invease=1.33 Uniform Loads (pl}) Vert: 1-2=•30, 2.i=13, 4-5=-20 Horz: 2-3=-17 Concentrated Loads (lb) Vert: 9=44(B)10=87(B)11=126(F)12=24(B)13=8(B)14=0(F) 8) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-10, 2-3=52, 45=10 Harz: 2-3=-62 Concentrated Loads (lb) Vert 9=22(6) 10-21(B)11=60(F)12=14(B)13=-2(B)14=10(F) 9) MWFRS 2nd Wind Parallel: Lumber Increas-1.33, Plate Increas-1.33 Uniform Loads (plf) Vert: 1-2=-10, 2-3=29, 4.5=10 Horz: 2-3=-39 Concentrated Loads (to) - Vert: 9=1(B)10=44(B)11-83(F) 12=14(S)13=2(B) 14>70(F) 10) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 2-3=52, 4-5=-10 Horz: 2-3=-62 Concentrated Loads (Ib) Vert: 9=-22(8) 10=21(B) 11=60(F)12=14(B)13=2(B) 14=10(F) 11) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 2.3=29, 4-5=-10 Harz: 2-3=39 Concentrated Loads (Ib) Vert: 9=1(B) 10=44(B)11=113(17)12=14(B) 13=-2(B) 14=10(F) 12) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=70, 2-3=6, 4-5=-20 Harz: 2-3=36 Concentrated Loads (lb) Vert: 9=24(B)10=67(B)11=106(F)12=24(B)13=8(B)14=-O(F) 13) MWFRS 2nd Wind Parallel Positive: Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=.30, 2.3=-16, 4.5=20 Harz: 2-3=14 Concentrated Loads (lb) Vert: 9=47(B)10=90(B)11=129(F)12=24(B)13=8(B)14=-0(F) 14) Live Only. Lumber Increase=0.90, Plate Increase=0.90 Pit, metal=0.90 Uniform Loads (plf) Vert: 1-0=30, 4-5=20 Concentrated Loads (to) Vert: 9=18(B) 10=-9(B) 11=33(F) 12=26(B) 13=-3(B) 14=-21(F) 15) MWFRS Wind Left Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Scale = 1:13.1 14 4 PLATES GRIP MT20 244/190 Weight: 21 lb . FT=0% Vert 1-2=30, 2-3=33, 4-5=-20 Horz: 2-3=-27 Concentrated Loads (lb) Vert: 9=25(B)10=54(B)11=82(F)12=32(B)13=8(B)14=-0(F) 16) MWFRS Wind Right Positive + Regular. Lumber Increase=1.33, Plate Increas-1.33 Uniform Loads (pit) Vert 1-2=-00, 2-3=-48, 4-S=-20 Harz: 2-3=-12 Concentrated Loads (lb) Vert•9=39(B) 10=69(B)11=97(F)12=32(B)13=8(B)14=0(F) 17) MWFRS 1st Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increas-1.33 Uniform Loads (plf) Vert 1-2=-30, 2-3=-33, 4-5=-20 Horz: 2-3=-27 Concentrated Loads (lb) Vert 9=25(13)10=54(B)11=82(F)12=32(B)13=8(8)14=-0(F) 18) MWFRS 2nd Wind Parallel Positive + Regular. Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30, 2-3=,50, 4-5=20 Horz: 2-3=-10 Concentrated Loads Qb) Vert 9=42(B) 10=72(B) 11=99(F) 12=32(B) 13=8(B) 14=0(F) 55561 I HJD I Diagonal Hip Girder I I 1 I _ . _ _ __ A0176018 In. 7-3-9 1-9-0 10-7-14 LOADING(psf) SPACING 2-M CSI DEFL In (loc) I/de0 Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) 0.06 7 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.48 Vert(TL) -0.10 6-7 >999 240 BCLL 0.0 • Rep Stress Inv NO WS 0.23 Horz(TL) 0.03 5 We nla BCDL 10.0 Code FRC2010/TP12007 (Matrix-M) _ Weight: 37l1b FT=0 LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 6.0-D oc pudins. BOTCHORD Rigid ceiling directly applied or 8-8-11 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed dudn truss erection In accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4 = 99/Mechaniral 2 = 400/0-8-0 (min. 0-1-8) 5 - 222/Mechanical Max Harz 4 = 82(LC 4) Max Uplift 4 = -67(LC 4) 2 = -279(LC 4) 5 - -123(LC 4) Max Grav, 4 = 114(LC 2) 2 = 454(LC 2) 5 = 248(LC 2) FORCES (lb) Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-12=-699/459, 12-13=6931463, 13-14=-6i81/468, 3.14=-677/471 BOT CHORD 2-11=-335/116, 2.8=425/675, 2-16=-425/675, 16-17=425/675, 17-18=425/675, 7.18=4251675, 7-19=425/675, 6.19=4251675 WEBS 3-6=7071445 NOTES 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.16; MWFRS (envelope); cantilever left exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint 4, 279 lb uplift at joint 2 and 123 lb uplift at joint 5. 7)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)15 lb down and 73 lb up at 34-10, 30lb down and 47 lb up at 3-9-3, 3 lb down and 6516 up at 6-0-14, and 20 lb down and 88 lb up at 74-9, and 22 lb down and 91 lb up at 84-10 on top chord, and 36 lb up at 34-10, 27 lb up at 3-9-3. 15 lb up at 6-0-14, and 6 lb down and 9 lb up at 74-9, and 9 It, down and 8 lb up at 84-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (S). LOAD CASE(S) 1) Regular. Lumber Invease=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=30, 24=-60, 5-8=-20 Concentrated Loads (lb) Vert: 3=-17(F) 7=-1(F) 12=59(F)13=41(B)14=11(B)15=19(B) 16=35(F)17=14(13) 18=12(B)19=3(B) 2) Regular Only: Lumber Invease=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.2=30, 24=70, 5.8=-20 Concentrated Loads (lb) Vert: 3=20(F) 7=-0(F) 12=66(F)13=47(B) 14=13(B)15=-22(B) 16=35(F) 17=14(B) 18=13(B) 19=3(B) 3) IBC BC Live: Lumber Increase=1.25, Plate Invease=1.25 Uniform Loads (pit) Vert: 1-4=-30, 5-8=40 Concentrated Loads (lb) Vert: 3=8(F) 7=-6(F)12=38(F)13=21(S) 14=7(B) 15=10(B)16=35(F) 17=27(B) 18=15(B)19=-9(B) 4) MWFRS Wind Left, Lumber Invease=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-10, 24=52, 5-8-10 Harz: 24=-62 Concentrated Loads (Ib) Vert' 3=20(F) 7=-l(F) 12=-15(F) 13=30(B) 14=3(B)15=23(B) 16=20(F) 17=10(B) 18=4(B)19=2(B) 5) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-10, 24=30, 5-8=10 Harz 24=4D Concentrated Loads (lb) Vert 3�1(F) 7=-1(F) 12=7(F) 13=8(B) 14=18(B) 15=44(B) 16=20(F) 17=10(B) 18=4(B) 19=2(B) 6) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 24=6, 5-8=20 Horz: 24=36 Concentrated Loads (lb) Vert: 3=65(F) 7=9(F) 12=31 (F) 13=1 6(B) 14=42(B) 15=6B(B) 16=30(F) 17=20(B) 18=14(B)19=8(B) 7) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 24=15, 5-8=-20 Harz: 24=15 Concentrated Loads (lb) Vert: 3=87(F)7=9(F)12=53(F)13=37(B)14=64(B).15=90(B)16=30(F)17=20(B) 18=14(B)19=8(15) 8) MWFRS 1st Wind Parallel: Lumber Invease=1.33, Plate Invease=1.33 Uniform Loads (ph) Vert: 1-2=10, 24=52, 5-8=10 Horz: 24=-62 Concentrated Loads (lb) Vert 3=20(F) 7=-1(F)12=15(F)13=-30(B) 14=-3(B) 15=23(B) 16=20(F) 17=10(B)48=4(B)19=-2(B) 9) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increas-1.33 Uniform Loads (plo Vert: 1-2=-10, 24=29, 5-8=10 Horz: 24=-39 Concentrated Loads (Ib) Vert:3=43(F) 7=-1(F)12=8(F)13=7(B) 14=20(B) 15=45(B)16=20(F) 17=10(B) 18=4(B)19=2(B) 10) MWFRS,3rd Wind Parallel: Lumber Invease=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 24=52, 5.8=-10 Horz: 24=62 Concentrated Loads (lb) Vert: 3=20(F) 7=1(F) 12=15(F) 13=30(B)14=3(13)15=23(8)16=20(F) 17=10(B) 18=4(B) 19=2(B) 11) MWFRS 4lh Wind Parallel: Lumber Invease=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 24=29, 5-8=-10 Horz: 24=39 Concentrated Loads (Ib) Vert: 3=43(F)7=1(F)12=8(F)13=-7(B)14=20(B)15=45(B)16=20(F)17=1 O(B) 18=4(B) 19=2(9) 12) MWFRS 1st Wind Parallel Positive: Lumber Invease=1.33, Plate Inveas-1.33 Li Seale = 1:17.0 Uniform Loads (pit) Vert 1-2=30, 24=6, 5-8=-20 Horz: 24=-36 Concentrated Loads (Tb) Vert: 3=65(F)7=9(F)12=31(F)13=16(B)14=42(B)15=68(S)16=30(F)� 17=20(B) 18=14(B) 19=8(B) 13) MWFRS 2nd Wind Parallel Positive: Lumber Invease=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-30, 24=-16, 5.8=-20 Harz: 24=-14 Concentrated Loads Qb) Vert 3=88(F) 7=9(F) 12=54(F) 13=39(B) 14=65(B) 15=91(B) 16=30(F) 17=20(B) 1B=14(B) 19=8(B) 14) Live Only: Lumber Increase=0.90, Plate Invease=0.90 Pit metal=0.90 Uniform Loads (plf) Vert 14=30, 5-8=20 Concentrated Loads (lb) Vert: 3=8(F) 7=2(F) 12=38(F) 13=21(8)14=6(B) 15=10(B)16=35(F) 17=14(B)18=9(B) 19=4(B) 15) MWFRS Wind Left Positive + Regular: Lumber Increase=1.33, Plate Invease=1.33 Uniform Loads (pit) Vert 1-2=-30, 2.4=33, 5.8=20 Horz: 24=-27 Concentrated Loads (lb) Vert: 3=53(F) 7=9(F) 12=56(F) 13=19(B) 14=37(B) 15=55(B) 16=36(F) 17=20(B) 1B=14(B) 19=8(B) 16) MWFRS Wind Right Positive.+ Regular. Lumber Increase=1.33, Plate Invease=1.33 Uniform Loads (pit) Vert: 1-2=-30, 24=49, 5.8=-20 Harz: 24=-11 Concentrated Loads (lb) Vert 3=70(F)7=9(F)12=72(F)13=35(B)14=54(13)15=72(B)16=36(F) 17=20(B) 18=14(B) 19=8(B) 17) MWFRS 1st Wind Parallel Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert 1-2=-30, 24=33, 5-8=-20 Horz: 24=-27 Concentrated Loads (lb) Vert: 3=53(F) 7=9(F) 12=56(F) 13=19(B) 14=37(B) 15=55(B) 16=36(F) 17=20(B) 18=14(B) 19=8(B) 18) MWFRS 2nd Wind Parallel Positive + Regular. Lumber Inveas-1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-2=30, 24=50, 5-0=-20 Horz: 24=-10 Concentrated Loads (It,) Vert: 3=71 (F) 7=9(F) 12=73(F) 13=36(B) 14=54(B) 15=73(B) 1 6=36(F) 17=20(B) 18=14(B) 19=8(B) A01 (Y LOADING(psl) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 p_ -2 tu:4IvvuunmogIhtlyDJnyKKntSOzV5inf=nYll7tLgorjvdl�%�i62tTdgcf6rgsI p_ _2 3-8-14 3-8-14 SPACING 2-0.0 C51 DEFL in (too) VdeB Ud ____F_ Plates Increase 1.25 TC 0.41 DEFVert(LL) -0.00 448 Wall 360 PLATES GRIP Lumber Increase 1.25 BC 0.38 Vart(fL) -0.00 43 >999 240 MT20 244/19D Rep Suess Inv YES WB 0.00 Ho.(TL) -0.00 3 Na Na Code FRC2010/TP12007 (Matrix-M) LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 3-8-14 cc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc brecing. MiTek recommends that Stabilizers and required cross bmdng be installed durin truss erection in accordance with Stabilizer Installation uide. REACTIONS (lb/size) 3 = 2 = 67/Mechanical 2141048-0 (min. 0-1.8) 4 = Max Horz 18/Mechanical 2 = Max Uplift 57(LC 8) 3 = 2 = -65(LC 8) Max Gmv -100(LC 8) 3 = 2 = 79(LC 2) 4 240(LC 2) = 40(LC 3) FORCES (lb) Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7.10; Vult=170mph (3-secand gust) Vasd=132mph; TCDL=5.Opsf; BCDL=S.BpsF h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left exposed ;GC for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Plates checked fbr a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. / 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 3 and 100 to uplift at joint 2. 7)'Semi-rigid pitchbreaks with fixed heals' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pll) Vert: 1-2=30, 23=50, 4-5=20 2) Regular Only. r I Lumbencrease=1.25, Plate Increase=1.25 Untiorn Loads (plf) Vert: 1-2=-30, 2-32 70, 4.5=20 3) IBC BC Live. Lumber Increase='1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=30, 4-5=40 4) C-C Wind: Lumber Increase=1.33, Plate Increas-1.33 Uniform Loads (plf) Vert: 1-2=-10, 23=124, 4-5=10 Harz: 2.3=134 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plQ Vert: 1-2=-10, 2.3=124, 4-5=10- Ha= 2-3=134 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (Pin Vert: 1-2=3% 2.3=-79, 45=20 How 2-3=49 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (ply Vert: 1-2=30, 2-3=79, 4-5=20 How 2-3=49 8) MWFRS Wind Left: Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 1-2=10, 2.3=52, 45=10 Harz: 23=-62 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-10, 23=34, 4-5=10 Harz: 2-3=-44 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 23=6, 4-5=20 Harz: 2-3=36 11) MWFRS Wind Right PosiWe : Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plq Vert: 1-2=30, 2.3=-12, 4-5=20 How 2-3=18 12) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-10, 2-3=52, 4-5=10 Horz: 23=62 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 23=29, 4-5=-10 Harz2.3=39 14) MWFRS 3rd Wind Parallel: Lumber increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1.2=10, 2-3=52, 4-5=10 Harz: 2-3=62 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 2-3=2914.5=-10 Ho= 2-3=39 16) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=30, 2-3=614.5=-20 How 23=36 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p19 Vert: 1-2=30, 2-3= 16, 4-5=20 Horz: 2-3=14 18) Live Only: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pif) Vert: 1-3=30, 4-5=-20 19)C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) - Vert: 1-2=30, 23=-96, 4-5=20 How 2-3=36 20) 2nd C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=•96, 4-5=20 Harz: 2-3=36 21) MWFRS Wind Left Positive +Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pif) Vert: 1-2=30, 2-3=33, 4-5=20 Harz: 2-3=27 22) MWFRS Wind Right Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3= 46, 4-5=20 Ho= 2.3=14 23) MWFRS 1st Wind Parallel Positive+ Regular. Lumber Increase=1.33, Plate Incmase=1.33 , Uniform Loads (plo Ven: 1-2=30, 23=33, 4.5=20 Ho= 2-3=27 24) MWFRS 2nd Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Weight: 11 lb FT=0% Unit.- Loads (plf) Vert 1-2=30, 2-3=50, 4.5=-20 How 23=-10 Scale = 1:8.3 155561 1,16 (Jack -Open I1 I 11. A01760201 0--2 6-2-4 0Q - -2 6-2-4 -1) Scale = 1:11.6 3x6 = 6-2-4 LOAOING(psf) SPACING 2-0.0 CSI DEFL In (lac) Ildsfi L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.74 Vert(LL) -0.03 4.8 -999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.7It Vert(TL) -0.07 4-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hort(TL) -0.01 3 We n/a BCDL 10.0 Code FRC2010/(PI2007 (Matrix-M) Weight: 19 lb FT = 0 LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends Ihat Stabilizers and required cross bracing be installed dud` truss eracfion In accordance with Stabilizer Installation aide. REACTIONS (Iblslze) 3 = 1281Mechanical 2 = 323/0-0-1 (min. 0-1-8) 4 - 431Mechaniral Max Harz 2 = 80(LC 8) Max Uplift 3 _ -116(LC 8) 2 - -15B(LC 8) Max Grav 3 = 149(LC 2) 2 = 363(LC 2) 4 = 84(LC 3) FORCES (lb) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=3921449 SOT CHORD 2-8=-4831416 NOTES 1) Wind: ASCE 7-10; Vu1t=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about its renter. 3) This truss has been designed for a 10.0 psf bottom chord live load nommncurent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any, other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 3 and 158 lb uplift at joint 2. 7)'Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-2=-30, 2-3=-60, 4-5=20 2) Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-3=-70, 45=20 3) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1.3=-30, 4.5=-00 4) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=10, 2.3=120, 4.5=10 Ham 2-3=-130 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-10, 2-3=120, 4-5=10 Harz: 2-3=130 6) C-C Wind Positive: Lumber Increas-1.33, Plate Increa-1.33 Uniform Loads (pIQ Vert: 1-2=30, 2-3=77, 4-5=20 Hoc= 2-3=47 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 2.3=77, 4.5=-20 .Harz: 2-3=47 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=10, 2-3=52, 4-5-10 Harz: 2-3=62 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-10, 2.3=33, 45=10 Harz: 2-3=43 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) , Vert: 1-2=30, 2-3=6, 4-5=-20 _ Harz: 2.3=36 11) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=-13, 4.5=20 Hors 2-3=17 12) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 2-3=52, 4-5=-10 Harz: 2-3=62 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=10, 2-3=29, 4-5=-10 Hot= 2.3=39 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 2-3=52, 4-5=-10 Harz 2.3=-62 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2-10, 2-3=29, 4-5=-10 Harz: 2-3=39 16) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=6, 4-5=-20 Ham 2-3=36 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Inaease=1.33 Uniform Loads (pif) Vert; 1.2=30, 2.3=16, 4.5=20 Ham 2-3=-14 18) Live Only: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pin Vert: 1-3=30, 4.5=20 19) C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=-95, 4-5=20 Harz: 2-3=35 20) 2nd C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=95, 4-5=20 - Ham: 2-3=35 21)MWFRS Wind Left Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=30, 2-3=-03, 4-5=20 Harz: 2-3=27 22) MWFRS Wind Right Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=-47, 4.5=20 Harz: 2-3=13 23) MWFRS 1st Wind Parallel Positive+ Regular. Lumber Increase=1.33, Plate Inaease=1.33 Uniform Loads (pit) Vert: 1-2=30, 2.3=-33, 4-5=20 Harz: 2-3=27 24) MWFRS 2nd Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (ply Vert: 1-2=30, 2-3=50, 4-5=-20 Harz: 2-3=-10 J6A LOAOING(psp SPACING TCLL 20.0 2.0-D TCDL 15.0 Plates Increase 1.25 BCLL 0.0 Lumber Increase 1.25 BCDL 1p,p Rep Stress Incr YES Code FRC2010ffP12007 LUMBER TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 5-11-5 oc puriins. BOTCHORD Rigid ceiling directly applied or 10.0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during buss Bread. Ina rl nsralla9on guide REACTIONS (Ib/size) 3 = - 2 = 120/Mechanical 316/0-9-4 4 = (min. 0-1.8) Max Harz 39JMerhanical 2 = Max Uplift 79(LC a) 3 = 2 - -109(LC B) Max Grev -154(LC 8) 3 = 2 = 140(LC 2) 4 = 355(LC 2) 77(LC 3) FORCES (lb) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2J=252/316 BOTCHORD 2-8=346/273 NOTES 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf; h=258; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left exposed ;C-C forip r membersand forces 8, MWFRS for reactions shownLuer DOL-1.332 Plates the end form Plus or minusplate 0 deg ee rotation about its center. 3) This truss has been designed for a 10.0 psf�bottom chord live load nanconcurrent with any other live loads. 4)' This truss has been designed fora live load of20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tali by 2-0-0 wide will fit between the and any other members bottom chard , 5) Refer togirder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 lb uplift atloint 3 and 154 lb uplift at Joint 2. 7)'Ssmi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design ofihis truss. LOAD CASE(S) 1) Regular. Lumber Inaease=1.25, Plate Increase=1.25 Uniform Loads (pip Vert: 1.2=30, 2-3=-00, 4-5=20 2) Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pip 3) SC BC Live- Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plp Vert: 1-3=-30, 45=40 4) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-10, 2-3=121, 4.5=10 ' Horz: 2-3=131 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=10, 2-3=12114-5=10 Harz 2-3=131 6) C-C Wind Positive: Lumber Increase=1.33, plate Increase=1.33 Uniform Loads (plp Vert: 1-2-30, 2-3=-77, 4-5=20 Harz: 2-3=47 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 CSI TC 0.66 DEFL in (loc) I/deb Ud BC 0.78 Vert(LL) -0.02 4-8 >999 360 WB 0.00 Vert(TL) -0.05 4-8 >999 240 (Matrix -Mg Horz(TL) -0.01 3 nJa Na Uniform Loads (pit) Vert: 1-2=-30, 2-3=77, 4.5=-20 Horz: 2-3=47 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-10, 2-3=5214-5=10 _ H-rz:2-3=-62 9) MWFRS Wind Right: Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert 1-2=-10. 2-3=33, 45=10 Harz: 2-3=43 10) MWFRS Wind Left Positive: Lumber Increase=1.33, plate Increase=1.33 Uniform Loads (pig Vert: 1.2=30, 2-3=6, 4.5=-20 Horz: 2-3=36 11) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=-13, 4.5=-20 Horz: 2-3=17 12) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pip Vert: 1-2=10, 2-3=52, 4.5=-10 Horz: 2.3=62 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate'Increase=1.33 Uniform Loads (pip Vert: 1-2=10, 2.3=2914.5=-10 Harz: 2.3=39 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plp Vert: 1-2=10, 2.3=52, 4-5=10 Horz 2-3=62 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pip Vert: 1-2=10, 2-3=29, 4-5=-10 Horz: 2-3=39 16) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pip Vert: 1.2=30, 2-3=61 4-5=-20 Horz: 2-3=36 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pip Vert: 1.2=�90, 2.3=-16, 4-5=-20 Horz: 2-3=14 18) Live Only: Lumber Increase=0.90, Plate Increase=0.90 pit. metal=0.90 Uniform Loads (plf) Vert: 1-3=30, 4-5=-20 19) C-C Wind Positive +Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=.30, 2-3=-96, 4-5=-20 Harz: 2-3=36 20) 2nd C-C Wind Positive + Regular. Lumber Increase=1.33, plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=-96, 4.5=20 Harz 2-3=36 21) MWFRS Wind Left Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33J Uniform Loads (pip Vert; 1-2=,30, 2.3=-33, 4-5=20 Horz 2-3=27 22) MWFRS Wind Right Positive + Regular, Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (PIG Vert: 1-2=30, 2-0=47, 4-5=20 Harz: 2-3=13 23) MWFRS 1st Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30, 2-3=-33, 4-5=-20 Harz: 2-3=27 A0176021 Scale = 1:11,2 PLATES GRIP MT20 244/190 Weight: 18 lb FT=OY 24) MWFRS 2nd Wind Parallel Positive+ Regular. Lumber Increas-1.33, Plate Increase=1.33 Uniform Loads (plo Vert 1-2=-30, 2-3=50, 4.5=20 Harz: 2-3=-10 �Ilb Truss �Tmss Type ply ply �� 55561 J7 Jack -Open g 1 76022 Job Reference (optional) At ROOF TRUSSES, FORT PIERCE, FL34e fi,smttExert ID:ZIWDUN�beg�RlyDD�riyK ritS�t�i�L/�m F��C s1S�i�e �li�/gp�i/a slgl -up ia9E;' l�owS 0-g-2 7-8-14 0- -2 7-8-14 7-8-14 LOADING(psf) SPACING 2-M ' CSI DEFL in Coo) I/deg L/d PLATES GRIP TCLL 20.0 Plates Increase 125 TC 0.63 Vert(LL) -0.06 4-8 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 125 BC I)::",Vert(TL) -0.17 4-8 >541 240 BCLL 0.0 ' Rep Stress I-r YES WB 0.00 Horz(TL) .0.02 3 n/a n/a BCDL 10.0 Code FRC2010r P12007 (Matrix-M) Weight: 231b FT=0% LUMBER TOP CHORD 2x4 SYP M 30 BOT CHORD 2.4 SP No.2 BRACING TOPCHORD structural wood sheathing directly applied or 6-M cc pur ins. BOT CHORD Rigid ceiling directly applied or 10-0.0 cc bracing. MITek recommends that Stabilizers end required cross brccing be Installed Burin truss erection In accordance with Stabilizer Installation aide. REACTIONS (lb/size) 3 = 1661Mschaniral 2 = 396/0-M (min. 0.1-8) 4 - 58/Mechaniral Max Horz 2 = 119(LC 8) Max Uplift 3 = -153(LC 8) 2 - -191(LC 8) Max Grav 3 = 193(LC 2) 2 = 444(LC 2) 4 = 109(LC 3) FORCES (Ib) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=8821942 BOTCHORD 2-8=1019/936 NOTES 1) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsg BCDL=S.Opsg h=25ft; Cat. II; Exp C; End., GCpl=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 153 lb uplift at joint 3 and 191 lb uplift at joint 2. 7)'Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design ofthis truss. LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plQ Vert: 1.2=.30, 2-3=-00, 4-5=20 2) Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=30, 2-3=40, 4-5=20 3) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-30, 4-5=40 4) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (piQ Vert: 1-2=-10, 2-3=1 13,4-5=10 Horz: 2-3=123 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=10, 2-3=113, 4-5=10 Horz: 2-3=-123 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (piQ Vert: 1-2=30, 2-3=74, 4-5=20 Horz: 2-3=44 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30, 2-3=-74, 4.5=-20 Horz: 2-3=44 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=10, 2.3=52, 4.5=10 Horz: 2-3=-62 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increas-1.33 Uniform Loads (plf) Vert: 1-2=-10, 2-3=34, 4-5=10 Horz: 2-3=-44 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 2-3=6, 4.5-20 Horz: 2-3=36 11) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=30, 2-3=12, 4-5=20 Horz: 2-3=18 12) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plQ Vert: 1-2=10, 2-3=52, 4-5=-10 Horz: 2-3=-62 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 2-3=29, 4-5=-10 Horz: 2-3=39 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plc) Vert: 1-2=10, 2-3=S2, 4-5=-'10 Horz: 2-3-62 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 23=29, 4.5=-10 Horz: 2-3=39 16) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plQ Vert: 1-2=30, 2-3=6, 4-5=-20 Horz: 2-3=36 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (piQ Vert: 1-2=30, 2-3=-16, 4-5=20 Horz: 2-3=14 18) Live Only. Lumber Increase=0,90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1.3=30, 4-5=-20 19) C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1.2=30, 2-3=-93, 4-5=20 Horz: 2-3=33 20) 2nd C-C Wind Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=-93, 4-5=20 Horz: 2-3=33 21) MWFRS Wind Left Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2.3=-33, 4-5=20 Horz: 2-3=27 22) MWFRS Wind Right Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-3=46, 4-5=20 Horz: 2-3=14 23) MWFRS 1st Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (piQ Scale = 1:14.4 Camber= 1/8 in Vert: 1-2=-30, 2-3=-33, 4-5=20 Harz: 2ti3=-27 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30, 2.3=50, 4-5=-20 Horz: 2-3=-10 r LOADING(psf) I SPACING 2-0-0 TCLL 20.0 Plates Increase 0.90 TCDL 15.0 Pit. Metal Increase 0.90 BCLL 0.0 Lumber Increase 0.90 BCDL 10.D Rep Stress Incr YES LUMBER BOT CHORD 2x6 SYP N0.2 BRACING BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross hrecing be installed dudn truss emclt0n to accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2 = 11/2-0-0 (min. 0-1-8) 1 = 11/2-0-0 (min. 0-1-8) Max Grav 2 = 22(LC 3) - 1 = 22(LC 3) FORCES (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Gable requires continuous bottom chord bearing. 2) This truss has been designed fora 10.0 psf bottom chord live load noncencurtent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)'Semi-dgid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Regular. Lumber Increase=0,90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pit) Vert: 1.2=-20 2) Regular Only: Lumber Inaease=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-2=-20 3) IBC BC Live: Lumber Increase=1.25, Plate Increas-1.25 Uniform Loads (pit) Vert: 1.2=-4D 4) C-C Wind: Lumber Increa-0.90, Plata Increas-o.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-2=-10 5) 2nd CC Wind: Lumber Increase=0.90 Uniform Loads (plf) , Plate Increase=0.90 Pit. metal=0.90 Vert: 1-2=-10 6) CC Wind Positive: Lumber Increase=0.90 Uniform Loads (plf) e=, Plate Increas0.90 pit. meta1=0.90 Vert: 1-2=-20 7) 2nd C-C Wind Positive: Lumber Increase=0.90, Plate Increase=0.9D Pit. me181=0.90 Uniform Loads (plf) Vert: 1-2=-20 8) MWFRS Wind Left: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pit) Vert: 1-2=-10 9) MWFRS Wind Right: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-2=10 10) MWFRS Wind Left Positive: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pin I Vert: 1.2=20 11) MWFRS Wind Right Positive: Lumber lncrease=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1.2=-20 12) MWFRS 1st Wind Parallel: Lumber Increas-0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-2=-10 13) MWFRS 2nd Wind Parallel: Lumber Increas-0.90, Plate Increase=0.90 pit, metal=0.90 Uniform Loads (plf) CSI I DEFL in (loc) I/deft Lld TC 0.00 Vert(LL) m/a - n/a 999 PLATES GRIP BC 0.00 Vert(TL) n/a - We 999 WS 0.00 HomcrL) 0.00 n/a n/a. (Matrix) Weight: 5lb FT=o% 22#/0# 22#/0# Vert: 1-2=10 14) MWFRS 3rd Wind Parallel: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads.(pIQ Vert: 1-2=-10 15) MWFRS 4th Wind Parallel: Lumber Increas-0.90, plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pit) Vert: 1-2=10 16) MWFRS 1st Wind Parallel Positive: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.80 Uniform Loads (pit) Vert: 1-2=20 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=0.90, Plata Increase=0.90 Pit. metal=0.90 Uniform Loads (plt) Vert: 1-2=20 18) Live only: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 N Uniform Loads (plf) Vert: 1-2=-20 19) C-C Wind Positive + Regular. Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pit) - Vert: 1-2=-20 20) 2nd C-C Wind Positive + Regular. Lumberincrease=0.90, Plate Increase=D.90 Pit, metal=0.90 Uniform Loads (pin Vert: 1-2=20 21) MWFRS Wind Left Positive+ Regular. Lumber Increase=0.90, Plate Increase=0.9D Pit. metal=0.90 ' Uniform Loads (pit) Vert: 1-2=20 22) MWFRS Wind Right Positive+ Regular. Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-2=20 23) MWFRS 1sl Wind Parallel Positive + Regular. Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pit) Vert: 1-2=20 24) MWFRS 2nd Wind Parallel Positive+ Regular. Lumber Increase=0.90, Plate Increase=0.90 Pit. meta1=0.90 Uniform Loads (plf) Vert: 1.2=-20 Scale = 1:4.5