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HomeMy WebLinkAboutTrussLumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job 56070 A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946 Site Information: Customer Info: MEL-RY CONSTRUCTION, INC. Project Name: FLOYD RES Lot/Block: Model: FLOYD RES Address: 921 NETTLES ISLAND JENSEN BEACH Subdivision: City: Jensen Beach County: St. Lucie State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: John H. Creswell, PE License #: PE# 40940 Address: 4459 SE Kubin Ave. City: Stuart, FL 34997 General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TP12007 Design Program: MiTek 20/20 7.4 Wind Code: ASCE 7-10 Wind Speed: 170 MPH Roof Load: 55.0 psf Floor Load: 55.0 psf This package includes 46 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0111002 FL01 5/16/201 13 A0111014 FL10 5/16/201 25 A0110986 A02 5/16/201 2 A0111003 FL01G 5/16/201 14 A0111015 FL11 5/16/201 26 A0110987 A03 5/16/201 3 A0111004 FL02G 5116/201 15 A0111016 FL12 5/16/2013 27 A0110988 A03A 5/161201 4 A0111005 FL03 5/16/201 16 A0111017 FL13 5/16/201 28 A0110989 A04 5/16/201 5 A0111006 FL03AG 5/16/201 17 A0111018 FL14 5/16/2013 29 A0110990 A04A 5/16/201 6 A0111007 FL03G 5116/201 18 A0111019 FL15 5/16/201 30 A0110991 A05AG 5116/201 7 A0111008 FL04 5/16/201 19 A0111020 FL16 5/16/201 31 A0110992 A05G 5/16/201 8 A0111009 FL05 5/16/201 20 A0111021 FL17 5/16/201 32 A0110993 A06 5/16/201 9 A0111010 FL06 5/16/201 21 A0111022 FL18 5/16/2013 33 A0110994 A06A 5/16/201 10 A0111011 FL07G 5/16/201 22 A0111023 FL19 5/1612013 34 A0110995 A07 5/16/201 11 AOIII012 FL08 5/16/201 23 AOIII024 FL20 5/16/201 35 A0110996 A07A 5/16/201 12 1 A0111013 FL09 5/16/201 24 A0110985 A01 5/16/201 36 A0110997 A08 5/161201, The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by A-1 Roof Trusses, Ltd. Truss Design Engineer's Name: Julius Lee My license renewal date for the state of Florida is February 28,2015. NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Sec. 2. �VNp Pagel of 2 q(as� 13 Julius Lee, PE / Florida Certification Number 34869 1109 Coastal Bay, Boynton Beach, FL 33435 5/16/2013 S. • k �''% •,\GENSF N 34869 —� �_ 70 W = O STATE OF /O NiA1- 1109 COASTAL BAY BOYNTON BC,FL 33435 A = Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 -A-1 ROOF These truss designs rely on lumber values established by others. #=TRU.S.905 A FLORIDA CORPORATION RE: Job 56070 No. Seal # Truss Name Date 37 A0110998 A08A 5/16/201 38 A0110999 A09 5/16/201 39 A0111000 A09AG 5/16/201 40 A0111001 A10G 5/16/201 41 A0111025 HJA 5/16/201 42 A0111026 HJB 5/16/201 43 A0111027 HJC 5/16/201 44 A0111028 HJD 5/16/201 45 A0111029 JA 5/16/201 46 A0111030 JB 5/16/201 Page 2 of 2 A0110985 56070 A , -1-0-0 , 5-11-2 10-3-12 14-8-7 21-6-0 21T7-8 1-0-0 5-11-2 4-4-10 4-4-11 6-9-10 0'-8 3x6 _ 4x4 = axe I I 3x4 = azq = axe - 13-4-15 LOADING (psfJ SPACING 2-0-0 CSI DEFL in Qoc) Ildefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) 0.35 8-10 >742 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 SC 0.34 Vert(TL) -0.38 8-10 >673 240 BCLL 10.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.06 6 n/a n/a BCDL 10.E Code FBC2010/TP12007 (Matdx-M) Weight: Bfi lb FT=0% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SYP M 31 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 2-5-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-10-9 cc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed Burin truss erec0an. In accordance with Stabilizer Installation guide. REACTIONS (Ib/slze) 2 1059/0-8-0 (min. 0-1-8) 6 1048/0-8-0 (min. 0-1-8) Max Harz 2 . -78(LC 13) Max Uplift 2 = -576(LC 6) 6 = -514(LC 9) FORCES (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3-,3411/2597, 3-4--3161/2382,4-5=-3291/2486, S-6=-3593/2741 BOTCHORD 2-10-238513242. 9-10- 1687/2386, 8-9=-1687/2386, 6-8=-2541/3416 WEBS 4-8=-625/952, 5.8=-513/619, 4-10=492/786, 3-10=-432/527 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.Opsf; h=200; Cat. II; Exp D; 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=1.60 plate grip DOL-1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 10.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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57616 uplift at joint 2 and 514lb 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 Leads (pit) Vert: 1-4- 60, 4-6-60, 6-7--30, 11-14= 35 2) Regular Only: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-6=-70, 6-7=-30, 11.14=-20 3) IBC BC Uve: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1-4=-30, 4-7=-30, 11-14=-40 4) C-C Wind: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=170, 2-4=103, 4-6-103, 6.7-88, 11-14=-10 Harz: 1-2=-180, 2-4=-113, 4-6=1Ia. 6-7-98 5) 2nd C-C Wind: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2-88,2-4-103, 4-6=103, 6-7=-10, 11.14=-10 Harz: 1-2=-98, 2-4=-113, 4-6=113 6) C-C Wind Positive: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2=-5, 2-4=-69, 4-6=-69, 6-7=-55, 11-14-20 Harz: 1-2=-25, 2-4=39, 4-6=-39, 6-7=-25 7) 2nd C-C Wind Positive: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2=-S5, 2.4=-69, 4-6=-69, 6-7=-30, 11-14=-20 Horz: 1-2=25, 2-4-39, 4-6=-39 8) MWFRS Wind Left: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2=95. 2-4-61. 4-6=40, 6.7=26, 11-14-10 Harz: 1-2=-105, 2-4--71, 4-6=50, 6-7=36 9) MWFRS Wind Right: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1.2-26, 2-4=40, 4-6=61, S-7=47, 11-14-10 Harz: 1-2=-36, 2.4- 50, 4-6-71, 6-7=57 10) MWFRS Wind Left Positive: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2-27, 2-4=12, 4-6=-9, 6-7-6, 11-14- 20 Harz: 1-2-57, 2-Z-42, 4-6-21, 6-7=36 11) MWFRS Wind Right Positive: Lumber Increase=1.60, Plate Inaease=1.60 Uniform Loads (pit). Vert: 1-2=6, 2-4=-9, 4-6-12, 6-7=27, 11-14=-20 Harz: 1-2-36, 2-4=.21, 4-6=42, 6-7-57 12) MWFRS 1st Wind Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1.2-47, 2-4=61, 4.6=35, 6.7-20, 11-14=-10 Horz: 1-2-= 57, 2-4-71, 4-6=45, 6-7-30 13) MWFRS 2nd Wind Parallel: Lumber Increase-1.60, Plate Increase=1.60 Uniform. Loads (plo Vert: 1-2-20, 2-4=35, 4-6-61, 6-7=47, 11-14= 10 Harz: 1-2--30, 2-4=-45, 4-6-71, 6-7=57 14) MWFRS 3rd Wind Parallel: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (plo Vert: 1-2=47, 2-4-61, 4-6-35, 6-7=20. 11-14-10 Harz: 1-2-57, 2-4=-71, 4-6=45, 6-7=30 15) MWFRS 4th Wind Parallel: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2=20, 2-4=35,4-6=61, 6-7-47, 11.14--10 Harz: 1-2=-30, 2-4=-45, 4-6=71, 6-7-57 16) MW FRS 1st Wind Parallel Positive: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2=27, 2-4=12, 4-6=-14, 6-7-0, 11-14-20 Harz: 1-2=-57, 2-4=-42, 4.6-16, 6-7-30 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2=0, 2-4=-14, 4-6-12, 6-7=27, 11-14=-20 Harz: 1-2=-30, 2-4=-16, 4-6=42, 6-7-57 18) Live Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-30,4-7=-30, 11-14=-40 19) C-C Wind Positive + Regular: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=-42, 2-4=-89, 4-6-89, 6-7=-48, 11.14= 35 Harz: 1.2-18, 2-4=29, 4-6=-29, 6-7-18 20) 2nd C-C Wind Positive+ Regular: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=-78, 2.4=-89, 4-6-89, 6-7=-30, 11-14-35 Harz: 1-2-18, 24=29, 4.6=-29 21) MWFRS Wind Left Positive + Regular: Lumber Increas-1.60, Plate Increase=1.60 Uniform Loads (plo Vert: 1-2=-18, 2-4--29,4-6=-44, 6.7--3, 11-14=-35 Horz: 1-2=-42, 2-4-31, 4-6=16, 6-7=27 22) MWFRS Wind Right Positive + Regular: Lumber Inaease=1.60, Plate Inaease=1.60 Uniform Loads (plf) Vert: 1-2-33, 2-4=-44, 4-6=-29, 6-7=12, 11-14=-35 Harz: 1-2-27, 2-4-16, 4-6=31, 6-7-42 Scale = 1:35.6 Camber s 1/4 In 3x6 = 23) MWFRS 1st Wind Parallel Positive+ Regular: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2=-18, 2-4= 29, 4-6=-48, 6-7-7, 11-14--35 Harz: 1-2=-42, 2-4=-31, 4-6=12, 6.7-23 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=-37, 2-4=.48, 4-6=-29, 6-7=12, 11.14--35 Harz: 1-2=-23, 2-4=-12, 4-6=31, 6-7=42 25) 1st unbalanced Regular: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-60,4-7=-30, 11-14=-35 26) 2nd unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4-30, 4-6=-60, 6-7=-30, 11-14=-35 27) 3rd unbalanced Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-70, 4-7=-30, 11-14=-20 28) 4th unbalanced Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4-30, 4-6=-70, 6-7=-30, 11-14=-20 A0110986 I D: LJK8cMzb7jcVaYFDQgv_EfzO9z1 04 = 5x10 = 1.00 V2 LOADING (psf) SPACING 2-0-0 CS] DEFL In (loc) Well Ud PLATES GRIP TCLL 21 Plates Increase 1.25 TC 0.60 Vert(LL) 0.53 8-9 >489 360 MT20 244/180 TCDL 15.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.60 9-10 >431 240 MT20H 187/143 BCLL to'(] Rep Stress Ines YES WB 0.50 Hom(TL) 0.18 6 We n/a BCDL Ic.0 Code FBC2010lrP12007 (Matrix-M) Weight: 881b FT=0% LUMBER TOP CHORD 2x4 SYP M 30 BOT CHORD 2x4 SYP M 31 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING TOP CHORD Structural woad sheathing directly applied or 2-11-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-1-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed durin truss erection, In accordance With Stabilizer Installation guide. REACTIONS (Ib/slze) 6 1021/0-8-0 (min. 0-1-8) 2 1087/0-8-0 (min. 0-1-8) Max Horz 2 -78(LC 13) Max Uplift 6 -503(LC 9) 2 _ -588(LC 8) FORCES (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when show. TOP CHORD 2-2=-1544/1079, 2-3--4154/3087, 3-4--3521/2644, 4-5=-3930/2845, 5-6=-5038/3741 BOTCHORD 2.14=965/1414, 2-10-2835/3955, 9-10-2849/3973, 8-9--3526/4843, 6-8-3523/4839 WEBS 3-9=-622/522, 4-9--853/1337, 5-9r1225/1031 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-5.0psh BCDL-5.0psh h-208; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterlor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shaven; Lumber DOL=1.60 plate grip DOL-1.60 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 nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 10.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, with BCDL-10.Opsf. 7) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSVrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 503 lb uplift at joint 6 and 588lb uplift at joint 2. 9) "Semi -rigid pltchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this tmss. LOAD CASE(S) 1) Regular: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-4=-60,4-6=-60,6-7=-30, 9-14=-35,9-11=-35 2) Regular Only: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1-4-70, 4-6=-70, 6-7=-30, 9-14=-2019-11-20 3) ISC BC Uve: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4-30, 4-7--30, 9-14=40, 9-11=-40 4) C-C Wind: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (plo Vert: 1-2-170, 2-4=103, 4-6=103,6-7=88, 9-14=-10, 9-11=-10 Horz: 1.2=-180, 2.4- 113, 4-6-113, 6.7=98 5) 2nd C-C Wind: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1.2-88, 2-4=103, 4.6-103, 6-7=-10, 9-14=-10, 9-11=-10 Harz: 1-2--98, 2.4=-113,4-6=113 6) C-C Wind Positive: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pIQ Vert: 1-2= 5, 2-4= 69, 4-6=-69, 6-7=-55, 9-14=-20, 9-11=-20 Horz: 1.2--25, 2-4=39, 4-6=-39, 6-7--25 7) 2nd C-C Wind Positive: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2- 55, 2-4=-69, 4-6=-69, 6-7-30, 9-14=-20, 9-11-20 Horz: 1-2=25, 2-4-39, 4-6=-39 8) MWFRS Wind Left: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2=95, 2-4-61,4-6=40,6-7-26, 9.14=-10, 9.11=-10 Harz: 1.2--105, 2-4=-71, 4-6-50, 6-7=36 9) MWFRS Wind Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1.2=26, 2-4=40, 4-6-61, 6-7=47, 9-14=-10, 9-11=-10 Horz: 1-2=-36, 2-4-60, 4-6=71, 6-7=57 10) MWFRS Wind Left Positive: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2=27, 2-4=12, 4-6=-9, 6-7=6, 9-14=-20, 9-11- 20 Harz: 1-2=-57, 2-4-42, 4-6-21, 6-7-36 11) MWFRS Wind Right Positive: Lumber Increase-1.60, Plate Increase-1.60 Uniform toads (plf) Vert: 1.2=6, 2-4= 8, 4-6=12, 6-7=27, 9-14-20. 9-11=-20 Horz: 1-2=-36, 2-4=-21, 4-6=42, 6-7=57 12) MWFRS 1st Wind Parallel: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (plo Vert: 1-2=47, 2-4=61, 4-6-35, 6-7-20, 9-14-10, 9-11= 10 Horz: 1-2=-57, 2-4-71, 4-6-45, 6.7=30 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2=20, 2-4=35, 4-6=61, 6-7-47. 9-14-10, 9-11=-10 Harz: 1-2=-30, 2-4=-45, 4-6=71, 6-7=57 14) MWFRS 3rd Wind Parallel: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (plo Vert: 1-2-47, 2-4=61, 4-6=35, 6-7=20, 9-14= 10, 9-11=-10 Horz: 1-2--57, 2-4=-71, 4-6=45, 6-7=30 15) MWFRS 4th Wind Parallel: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2-20, 2-4-35,4-6=61, 6-7=47,9-14= 10, 9-11= 10 Horz: 1-2=-30, 2-4=45, 4-6=71, 6-7=57 16) MWFRS 1st Wind Parallel Positive: Lumber Increas-1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2=27, 2-4-12, 4-6-14, 6-7-0, 9-14=-20, 9-11=-20 Horz: 1-2=-57, 2-4=-42, 4-6=16, 6-7-30 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase-1.60, Plate Increase =1.60 Uniform Loads (pit) Vert: 1-2=0, 2-4=-14, 4-6=12, 6-7=27, 9-14-20, 9-11=-20 Horz: 1-2=-30, 2-4=-16, 4-6=42, 6-7=57 18) Live Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1.4--30, 4.7=-30, 9-14=40, 9-11=-40 19) C-C Wind Positive + Regular: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=42, 24=-89, 4-6-89, 6-7=48, 9-14-35, 9-11=-35 Horz: 1-2=-18, 2-4=29, 4-6-29, 6-7=48 20) 2nd C-C Wind Positive +Regular: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2=-78, 2-4=-89, 4-6--89, 6.7--30, 9.14-35, 9-11--35 Horz: 1-2-18, 24-29, 4.6= 29 21) MWFRS Wind Left Positive+Regular: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2--18, 2-4--29, 4-6 -44, 6-7--3, 9.14= 35, 9-11-35 Horz: 1-2=-42, 2-4=-31, 4-6=16, 6.7=27 - Scale = 126.0 Camber = 3/8In v Io o 22) MWFRS Wind Right Positive+ Regular: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2=-33, 2-4=-44, 4-6=-29, 6.7-12. 9-14=-35, 9-11=-35 Herz: 1-2=-27, 2-4-16, 4-6 31, 6-7=42 23) MWFRS tat Wind Parallel Positive + Regular: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2= 18, 2-4=-29, 4-6-48, 6-7-7, 9-14=-35, 9-11=-35 Horz: 1-2=-42, 2-4=.31, 4-6-12, 6-7-23 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=-37, 2-4=-48, 4-6=-29, 6-7-12. 9-14=-35, 9-11=-35 Horz: 1-2=-23, 24=12. 4-6-31, 6-7-42 25) 1st unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4-60, 4.7=-30, 9-14=-35, 9-11-35 26) 2nd unbalanced Regular: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1-4=-30, 4-6=.60, 6-7=-30, 9-14-35, 9-11= 35 27) 3rd unbalanced Regular Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1-4=-70,4-7=-30,9-14=-20, 9.11= 20 28) 4th unbalanced Regular Only: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1-4=-30, 4-6=-70, 6.7=-30, 9-14=-20, 9-11=-20 Roof Special A0110987 -1-0-0 , . 4-10-12 9-5-12 4x4 = 1.50112 48 = Scale=-1:36.1 Camber - 1/4 in 3x8 11 3x8 = 3x8 MT20H = 3x6 _ 3x6 = 3x4 = 9-5-12 LOADING (pat) SPACING 2.0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.90 Vert(LL) 0.35 9-11 >746 360 MT20 244/190 TCOL 15.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.40 11.14 >639 240 MT20H 187/143 BCLL 10.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.07 7 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight: 9316 FT=0% LUMBER TOP CHORD 2x4 SP No.2 _ SOT CHORD 2x4 SYP M 31 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 2-2-0 oc purllns. BOTCHORD Rigid ceiling directly applied or 4-8-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection In accordance with Stabilizer Installation guide. REACTIONS Qb/size) 2 = 1060/0-8-0 (min. 0-1-8) 7 1047/0-8-0 (min. 0-1-8) Max Harz 2 = -72(LC 13) Max Uplift 2 = -563(LC 8) 7 = -519(LC 9) FORCES (Ib) Max. Camp./Max. Ten. - All forces 250 (lb) or less except When shown. TOPCHORD 2-3=-3476/2731, 3-4=-2801/2100, 4-5=-2762/2113, 5.6- 3157/2377, 6-7=-3747/2981 BOTCHORD 2-11--2522/3319, 10-11=-2122/3008, 9-10=-2122%3008, 7.9=-2796/3583 WEBS 3-11=-722(739, 4-1t=-324/633, 5-11=-425/360, 5-9= 159/347, 6-9-625I715 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-5.0psf; h=20ft; Cat. II; Exp D; 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-1.60 plate grip DOL-1.60 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 pat bottom chord live load nonconcurrent With any other live loads. 6) • This truss has been designed for a live load of I O.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wit fit between the bottom chord and any other members, With BCDL - 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 563lb uplift at joint 2 and 519 lb uplift at joint 7. 8) "Semi -rigid pitchbreaks Wth 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: 1-4-60, 4-5=-60, 5-7-60, 7-8=-30, 12-15=-35 2) Regular Only: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1-4=-70, 4-5= 70, 5.7=-70, 7.8-30, 12-15=-20 3) IBC SC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-30, 4-5=-30, 5-8=-30, 12-15=-40 4) C-C Wind: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1.2=170, 2-4-103, 4-5-103, 5-7=103, 7-8=88, 12-15=-10 Horz: 1-2=-180, 2.4= 113, 4-5=113, 5-7-113, 7-8-98 5) 2nd C-C Wind: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2=88, 2-4=103, 4-5-103, 5-7-103, 7-8=-10, 12-15=-10 Horz: 1-2-98, 2-4=-113, 4-5-113, 5-7-113 6) C-C Wind Positive: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2-5, 2.4=-69, 4-5=-69, 5-7=-69, 7-8=-55, 12.15=-20 Horz: 1-2=-25, 2-4=39, 4.5=-39, 5.7--39, 7-8=-25 7) 2nd C-C Wind Positive: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-69, 4.5=-69, 5-7=-69, 7-8= 30, 12-15=-20 Harz: 1-2-25, 2-4=39, 4-5=-39, 5-7=-39 8) MWFRS Wind Left: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2=95, 2-4=61, 4-5=36, S-7=40, 7-8=26, 12-15=10 Harz: 1.2=-105, 2-4-71, 4-5=46, 5-7=50, 7-8=36 9) MWFRS Wind Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-246, 2-4=40, 4-5=61, 5-7=61, 7-8=47, 12-15=-10 Harz: 1-2-36, 2-4=-50, 4-5=71, 5-7=71, 7.8=57 10) MWFRS Wind Left Positive: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2-27, 2-4-12, 4.5=-13, 5-7=-9, 7-8=6, 12-15=-20 Harz: 1.2=-57, 2-4-42. 4-5=17, 5-7=21, 7-8=36 11) MWFRS Wind Right Positive: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-4-9. 4-5=12, 5.7-12, 7-8=27, 12-15=-20 Harz: 1.2=.36, 2-4-21, 4-5=42, 5-7=42, 7-8=57 12) MWFRS tat Wind Parallel: Lumber Increas-1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=47, 2-4=61, 4-5=35, 5-7=35, 7-8=20, 12-15=-10 Harz: 1-2=-57, 2-4-71, 4-5=45, 5-7=45, 7.8=30 13) MWFRS 2nd Wind Parallel: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=20, 2-4-35, 4-5-61, 5-7-61, 7-8=47, 12-15=-10 Horz: 1-2=-30, 2-4=45, 4.5-71, 57-71, 7-8-57 14) MWFRS 3rd Wind Parallel: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2-47, 2-4-61, 4-5=35, 5-7=35, 7-8=20, 12-15=-10 Horz: 1-2=-57, 2-4=-71, 4-5=45. 5-7-45, 7-8=30 15) MWFRS 4th Wind Parallel: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2-20, 2-4=35, 4.5=61, 6-7=61, 7-8=47, 12-15-10 Horz: 1-2=-30, 2-4--45, 4-5=71, 5-7=71, 7-8=57 16) MWFRS tat Wind Parallel Positive: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=27, 2-4=12, 4.5=-14, 5-7=-14,7-8=0,12-15=-20 Horz: 1-2-57, 2-4-42, 4-5=16, 5-7-16. 7-8=30 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=0, 2-4=-14, 4-5=12, 5-7=12, 7-8=27, 12-15-20 Horz: 1.2=-30, 2.4=-16, 4-5=42, 5.7=42, 7.8=57 18) Live Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-30, 4-5-30, 5.8=-30, 12-15=-40 19) C-C Wind Positive+Regular: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=42, 2.4==-89, 4-5=-89, 5-7=-89, 7-8=-48, 12-15=-35 Horz: 1-2=-18, 2-4=29, 4-5=.29, 5.7=-29, 7.8--18 20) 2nd C-C Wind Positive + Regular: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2-78, 2-4=-89, 4-5=-89, 5-7=-89, 7.8-30, 12-15=-35 Horz: 1.2-18, 2-4=29, 4-5-29, 5-7=-29 21) MWFRS Wind Left Positive + Regular: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=-18, 2.4=-29, 4-5-47, 5-7=-44, 7-8=-3, 12-15=35 Horz: 1-2=-42, 2-4-31. 4-5-13, 5-7-16, 7-8=27 22) MWFRS Wind Right Positive + Regular: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2=-33, 2-4=-44, 4-5=-29, 5-7=-29, 7-8=12, 12-15=35 Harz: 1-2=-27, 2-4=-16, 4-5=31, S-7=31, 7.8=42 23) MWFRS tat Wind Parallel Positive+ Regular: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1.2=-18, 2-4=-29, 4-5- 48. 5.7=-48, 7.8=-7, 12-15=-35 Harz: 1-2=-42, 2-4=-31, 4-5=12, 5-7=12, 7.8=23 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2=-37, 2-4= 48, 4-5-29, 5-7--29, 7-8-12, 12-15--35 Harz: 1-2=-23, 2-4=-12, 4-5=31, 5-7-31, 7-8=42 25) tat unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 ' Uniform Loads (pit) Vert: 1-4=-60, 4-5=-30, 5.8=-30, 12-15=-35 26) 2nd unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4-30, 4-5--60, 5-7--60, 7-8--30, 12-15=-35 27) 3rd unbalanced Regular Only: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4--70, 4-5=-30, 5.8=-30, 12-15=-20 28) 4th unbalanced Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-30, 4-5=-70, 5-7=-70, 7-8=-30, 12-15=-20 A0110988 -1-0-0 Roof Special I ID:LIKBch 7-3-3 11-8-12 3-1-5 AN 1.09 12 4x8 = 4x8 = Scale = 136.5 Camber. X8 in Sx10 = 1.00 F12 3x8 = 4-1-14 . 10-9-0 11-8-12 15-10-4 21-6-0 LOADING (psf) SPACING 2-0.0 CSI DEFL In ([cc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.89 Vert(LL) 0.58 9-10 >442 3E0 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.44 Vert(rL) -0.65 9-10 >397 240 BCLL 10.0 Rep Stress Incr YES WB 0.41 Horz(rL) 0.19 7 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight: 93 lb FT-0% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 2-2-0 oc purllns. BOTCHORD Rigid ceiling directly applied or 4-0-12 cc bracing. "' ek recommends that Stabilizers and required cross bracing be Installed Burin truss erection. In accordance with Stabilizer Installation uide. RFACT10NS (lb/size) 7 = 1021/0-8-0 (min. 0-1-8) 2 = 1087/0-8-0 (min. 0-1-8) Me"Harz 2 = -69(LC 13) Max Uplift 7 . -478(LC 9) 2 = -604(LC 8) FORCES (lb) Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-2=-1417/979, 2-3.-3848/2814, 3-4.-4092/3010, 4-5=-4280/3147, 5-6=-4058/29B4, 6-7--5071/3730 BOTCHORD 2-17=-947/1408, 2-13=-2591/3651, 12-13--2608/3675, 11.12=-2744/3943, 10-11=-2704/3913, 9-10--3530/4884, 7-9=-3524/4875 WEBS 3-12=-180/283, 4-11= 169/318. 5-11=-343/527, 6-10=-291/534, 6-10--1011/854 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-5.0psh h-20ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and farces & MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about Its center. 4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent Wth any other live loads. 5) • This truss has been designed for a live load of 10.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, with BCDL. 10.0psf. 6) Bearing at joint(s) 7, 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity, of bearing surface. 7) Provide mechanlcal connection (by others) of truss to bearing plate capable of withstanding 478lb uplift at joint 7 and 604Ib uplift at joint 2. B) "Seml-rigid pilchbreaks 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: 1-4-60, 4-5=-60, 5.7=-60, 7.8-30, 11-17=-35, 11.14=-35 2) Regular Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pill) Vert: 1-4=-70, 4-5= 70, 5-7=-70, 7-8-30, it-17=-20, 11.14=-20 3) IBC BC Live: Lumber Increase-1.25, Plate Increass=1.25 Uniform Loads (plf) Vert: 1-4-30, 4-5=-30, 5-8=-30, 11-17.-40, 11-14.-40 4) C-C Wind: Lumber Increase=1.60, Plate Increase-1.60 _Uniform Loads (pit) Vert: 1-2.170, 2-4=103, 4.5=95, 5.7.103, 7-8=88, 11-17=-10, 11-14=-10 Harz: 1-2=-180, 2-4-113, 4-5=-105, 5-7=113, 7-8=98 5) 2nd C-C Wind: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pll) Vert: 1-2-88, 2-4=103, 4-5.95, 5-7.103, 7-8=-10, 11-17.-10, 11-14=-10 Harz: 1-2=-98, 2-4= 113, 4.5-105. 5-7.113 6) C-C Wind Positive: Lumber Increase.1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1.2.-5,2-4=-69,4-5=-61, 5-7=-69, 7.8=-55,11-17=-20, 11-14=-20 Harz: 1.2=-25, 2.4-39, 4-5-31, 5-7--39, 7-8= 25 71 2nd C-C Wind Positive: Lumber Increase-1:60, Plate Increase.1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-69, 4-5=-61, 5.7=-69, 7-8=-30, 11-17=-20, 11-14=-20 Harz: 1-2=25, 2-4=39, 4-5=31, 5-7=-39 8) MWFRS Wind Left: Lumber Increase.1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2.95, 2-4-61, 4-5=61, 5-7=40, 7.8-26, 11-17- 10, 11-14=-10 Ham: 1-2=-105, 24=41, 4-5=-71, 5-7-50.7.8-36 9) Un MWFRS Wind Loads f) Right: Lumber Increase=1.60, Plate Increase=1.60 o R Vert: 1.2-26,2-4-40,4-5-35,5-7=61, 7-8=47, 11.17=-10, 11-14=-10 Harz: 1.2-36, 2-4=-50, 4-5=-45, 5-7=71, 7-8-57 10) MWFRS Wind Left Positive: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2.27, 2-4-12, 4-5=12, 5.7=-9, 7.8=6, 11-17=-20, 11-14-20 Harz: 1-2.-57, 2-4=-42, 4-5=-42, 5-7-21, 7-8-36 11) MWFRS Wind Right Positive : Lumber Increase.1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2=6, 24=-9, 4-5=-14, 5-7-12, 7-8-27, 11-17=-20, 11-14=-20 Harz: 112=-36, 2-4-21, 4-5=-16, 5-7=42, 7-8=57 12). MWFRS let Wind Parallel: Lumber Increase=1.60, Plate Increase-1.60 Uniform. Loads (plf) Vert: 1-2-47, 2-4-61, 4-5=61, 5-7=35, 7-B=20, 11-17-10, 11-14-10 Harz: 1.2-57, 2-4-71, 4-5=-71, 5-7=45, 7-8=30 13) MWFRS 2nd Wind Parallel: Lumber Increase.1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2=20, 2-4-35, 4-5=35, 5.7=61, 7.8.47, 11-17=-10, 11.14=-10 Harz: 1-2- 30, 2-4=-45, 4-5=-45, 5-7.71, 7-8=57 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.60, Plate Increase.1.60 Uniform Loads (pit) Vert: 1-2-47, 2-4=61, 4-5=61, 5-7=35, 7-8=20, 11-17--10, 11-14=-10 Harz: 1-2=-57, 2-4= 71, 4-5- 71, &7.45, 7-8=30 15) MWFRS 4th Wind Parallel: Lumber Increase.1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=20, 2-4-35, 4-5-35. 5-7-61, 7.8=47, 11-17-10, 11-14=-10 Harz: 1.2=-30, 2-4=-45, 4-5=45, 5-7=71, 7-8=57 16) MWFRS let Wind Parallel Positive: Lumber Increase=1.60,'Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=27, 2.4=12, 4-5-12, 6-7=-14, 7-8=0, 11-17--20, 11-14.-20 Harz: 1.2=-57, 2.4=-42, 4-5=-42, 5-7=16, 7-8-0 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2-0, 2-4-14, 4-5-14, 57=12, 7-8=27, 1 t-17.-20, 11-14=-20 Harz: 1-2=-30, 2.4=-16, 4-5--16, 5-7=42, 7-8=57 18) Live Only: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4-30, 4-5=-30, S-8==.30, 11-17.-40, 11-14=-40 19) DC Wind Positive + Regular: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2-42, 2-4=-89, 4-5=-83, 5-7=-89, 7.8-48, 11-17=-35, 11-14=-35 Harz: 1-2=-18, 2-4-29, 4.5.23, 5-7=-29, 7-8=-18 20) 2nd C-C Wind Positive + Regular: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1.2-78, 2-4--89, 4-5=-83, 57=-89, 7.8--30, 11-17-35, 11-14=-35 Harz: 1.2.18, 24.29, 4-5=23, 5-7=-29 21) MWFRS Wind Left Positive + Regular: Lumber Increase.1.60, Plate Increase.1.60 Uniform Loads (pif) Vert: 1-2.-18, 2-4=-29, 4-5=-29, 5-7=-44, 7-8=-3, 11-17.-35, 11-14=-35 Harz: 1.2=-42, 2-4=-31, 4-5=-31, 5-7=16, 7-8=27 v to �o 22) MWFRS Wind Right Positive + Regular: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-33, 2-4=-44, 4-5=-48, 5.7=-29, 7.8=12, 11.17.-35, 11-14=-35 Harz: 1-2=-27, 2-4=-16, 4-5=-12, 5-7=31, 7-8=42 23) MWFRS tat Wind Parallel Positive + Regular: Lumbar Increase=1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2=-18, 2-4=-29,4-5= 29,5-7=-48, 7-8= 7, 11.17--35, 11-14--35 Harz: 1-2=-42, 2-4=-31, 4-5=-31, 5-7-12, 7-8=23 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-4=-48, 4-5=-48, 5-7=-29, 7-8=12,11-17=-35, 11-14=-35 Harz: 1-2=-23, 2-4-12, 4-5-12, 5-7=31, 7-8=42 25) 1st unbalanced Regular: Lumber Increase.1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-60. 4-5=-60, 5-8- 30, 11-17.-35, 11-14.-35 26) 2nd unbalanced. Regular: Lumber Increass.1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-30, 4-5=-30, 5-7=-60, 7-8=-30, 11-17=-35, 11.14==-35 27) 3rd unbalanced Regular Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1-4=-70, 4-5-70, 5-8=-30, 11-17=-20, 11-14=-20 28) 4th unbalanced Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-30, 4-5=-30, 5-7=-70, 7-8=-30, 11-17-20, 11-14= 20 is 1-0-0 4-8-13 8 3 14 12-5-7 16-3-7 21-6-0 21r7-8 1-0-0 4-8-13 3-7-1 4-1-9 3 10-0 5 2-9 0 8 44 = 3.00 12 1.50112 Scale = 1:36.1 Camber .1/4 in 3x6 � 3x8 11 3x8 = 3x8 MT20H= 1.50 11 3x6 = 3x4 = 8-3-14 LOADING lip SPACING 2-0-0 CSI DEFL In Qoc) Weft Ud PLATES GRIP TCLL 20.0 Plates increase 1.25 TC 0.84 Vert(LL) 0.38 10-12 >679 360 MT20 244/190 TCDL 15.0 Wmber Increase 1.25 BC 0.33 Vert(TL) -0.39 10 >653 240 MT20H 187/143 BCLL 10.0 ' Rep Stress Incr YES WB 0.37 Horz(TL) 0.08 7 n/a n/a BCDL 10.0 Code FBC2010/rP12007 (Matrix-M) Weight: 92 lb FT=0% LUMBER TOP CHORD 2z4 SP No.2 BOT CHORD 2z4 SYP M 31 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 2-8-10 oc pudlns. BOTCHORD Rigid ceiling directly applied or 4-8-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed Burin tmss erection, in accordance with Stabilizer Installation ulds. REACTIONS (lb/size) 2 1062/0-8-0 (min. 0.1-8) 7 1046/0-8-0 (min. 0-1.8) Max Harz 2 -65(LC 13) Max Uplift 2 = -540(LC 8) 7 -533(LC 9) FORCES Qb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-3452/2665,3-4--3004/2243, 4-5=-2987/22481 5-6=-3790/2896, 6-7--3757/2787 BOTCHORD 2-12_ 2458r3289, 11-12=-2699/3705, 10-11=-2699/3705, 9-10_ 2593/3593, 7-9=-2601/3583 WEBS 3-12-474/515, 4-12= 4011729. 5-12--901/776 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; ECDL=5.Opsh h-20ft; Cat. II; Exp D; Encl., GCpl=0.18; MWFRS (envelope) and C-C Exterlor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60 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 lost bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 10.0psf 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, with BCDL = I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 540 lb uplift at joint 2 and 533lb 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 Inaease-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-6= 60, 6-7=-60, 7-8=-30, 13-16=-35 2) Regular Only: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-4=-70, 4-6- 70, 6-7=-70, 7-8=-30, 13-16=-20 3) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-4=-30, 4-6=-30, 6-8_ 30, 13-16 -40 4) C-C Wind: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=170, 2-4=103, 4-6.103, 6-7.103, 7-8=88, 13-16= 10 Horz: 1-2=-180, 2-4= 113, 4-6-113, 6-7=113, 7-8=98 5) 2nd C-C Wind: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=88, 2-4=103, 4-6-103, 6-7=103, 7.8=-10, 13-16=-10 Horz: 1-2=-98, 2-4=-113, 4.6-113, 6-7=113 67 C-C Wind Positive: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pif) Vert: 1.2=-5, 2-4=-69, 4-6--69, 6-7=-69, 7-8=-55, 13-16=-20 Horz: 1-2=-25, 2-4=39, 4-6=-39, 6-7=-39, 7.8= 25 7) 2nd C-C Wind Positive: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-69, 4-6=-69, 6.7--69, 7-8=-30, 13-16=-20 Horz: 1-2-25, 2-4-39, 4-6--39, 6-7=-39 8) MWFRS Wind Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=95, 2-4=61, 4.6=36, 6.7-40, 7-8=26 ,13-16=-10 Horz: 1-2-105, 2-4= 71, 4-6=46, 6-7=50, 7-8=36 9) MWFRS Wind Right: Lumber Increase=1.60, Plate Inaease=1.66 Uniform Loads (plf) Vert: 1-2-26, 2-4=40, 4-6=61, 6-7.61, 7-8=47, 13-16 -10 Harz: 1.2=-36, 2-4=-50, 4-6-71, 6-7=71, 7-8=57 10) MWFRS Wind Left Positive: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (plf) - Vert: 1-2=27, 2-4.12, 4-6=-13, 6.7=-9, 7-8=6, 13-16_ 20 Harz: 1-2=37, 2.4=-42, 4-6=17, 6-7-21, 7-8=36 11) MWFRS Wind Right Positive: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pill Vert: 1-2=6, 2-4=-9, 4-6=12, 6-7=12, 7-8=27, 13-16_ 20 Horz: 1-2=-36, 2-4=21, 4-6=42, 6-7-42, 7.8=57 12) MWFRS 1st Wind Parallel: Lumber Incease=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1.2-47, 2-4=61, 4-6.35, 6-7-35, 7-8=20, 13-16=-10 Horz: 1-2=-57, 2-4=-71, 4-6=45, 6-7-45, 7-8=30 13) MWFRS 2nd Wind Parallel: Lumber Increase-1.60, Plate Increase.1.60 Uniform Loads (plQ Vert: 1-2-20, 2-4=35, 4.6=61, 6-7.61, 7-8=47, 13.16--10 Harz: 1-2=-30, 2-4=-45. 4.6.71, 6.7-71, 7-8=57 14) MWFR53rd Wind Parallel: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (plo Vert: 1-2.47, 2-4=61, 4-6=35, 6-7-35, 7-8=20, 13-16=-10 Horz: 1.2=-57, 2-4=-71, 4-6-45, 6-7=45, 7-8=30 15) MWFRS 4th Wind Parallel: Lumber Increase.1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=20, 2-4 35, 4-6=61, 6-7=61, 7-8=47, 13-16= 10 Horz: 1-2= 30, 2-4=45, 4-6=71, 6.7.71, 7-8=57 16) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=27, 2-4-12, 4-6=-14, 6.7=-14,7-8=0,13-16=-20 Horz: 1-2=-57, 2-4= 42, 4-6=16, 6-7=16, 7-8=30 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1.2=0, 2-4-14, 4.6=12, 6-7-12, 7.8=27, 13-16=.20 Horz: 1-2=30, 2-4=-16, 4-6=42, 6-7=42, 7-8-57 18) Live Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1.4= 30, 4-6=-30, 6-8= 30, 13-16 =40 19) C-C Wind Positive + Regular: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1.2=-42, 2-4=.89, 4.6=-89, 6-7=-89,7-8= 48, 13-16-35 Harz: 1-2=-18, 2-4=29, 4-6= 29, 6.7=-29, 7-8=-18 20) 2nd C-C Wind Positive + Regular: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-78, 24 -89, 4-6=.89, 6-7=-89, 7.8= 30. 13-16=-35 Horz: 1-2-18, 2-4=29, 4.6=-29, 6-7=-29 21) MWFRS Wind Left Positive + Regular: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pIQ Vert: 1-2=-18, 24-29, 4-6=-47, 6-7=-44, 7.8- 3, 13-16=-35 Horz: 1-2-42, 2-4=-31, 4-6.13, 6-7-16, 7-8=27 22) MWFRS Wind Right Positive + Regular: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2=-33, 24=44, 4-6= 29,6-7=-29, 7-8=12,13-16=-35 Horz: 1-2=-27, 2-4=-16, 4-6=31, 6-7=31, 7-8=42 23) MWFRS tat Wind Parallel Positive + Regular: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pif) Vert: 1-2=-18, 2.4=.29, 4-6=-48, 6-7=-48, 7-8= 7, 13-16-35 Horz: 1-2.42, 2.4=-31, 4-6-12, 6-7-12, 7-8=23 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-4--48, 4.6--29, 6-7=-29, 7-8=12,13-16=-35 Horz: 1.2=-23, 2-4=-12, 4.6=31, 6-7=31, 7-8=42 25) 1st unbalanced Regular: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-6=-30, 6-8=-30, 13-16- 35 26) 2nd unbalanced Regular: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-30, 4.6= 60, 6-7=-60, 7-8=-30, 13-16 -35 27) 3rd unbalanced Regular Only: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-6- 30, 6-8=-30, 13-16=-20 28) 4th unbalanced Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Wads (pit) Vert: 1-4=-30, 4-6=-70, 6-7-70, 7-8=-30, 13-16= 20 Roof Special A011 1-0-0 , 4-4-0 7-8-15 10 9-0 13-1-2 16-2-9 21-6-0 117-8 1-0-0 4-4-0 3 4-15 3 0-1 2-4-2 3-1-6 5-3-7 0- -8 1.09 12 3x4 = 5 4x4 = Scale = 1:36.5 Camber =1/2 in 3.00 12 oxru mleun= 4 3x4 3 7 2 c 89 44 = 5x10 M720H= 4xB = a s s 1.5X4 II 1.5x4 II e e to 0 s s 14 13 12 11 10 e e 3x8 II 3xB = Sx10 = 1.00 12 LOADING (psf) SPACING 2-0-0 CS] DEFL in floc) I/dell Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) 0.71 12 >362 360 MT20 244/180 TCDL 15.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.80 12 >322 240 MT20H 187/143 BCLL 10.0 • Rep Stress Incr YES WS 0.63 Horz(rL) 0.23 8 n/a Na BCDL 10.0 Code FBC2010/TPI2007 (Matdx-M) Weight: 921b FT-0% LUMBER TOP CHORD 20 SP M 30 BOT CHORD 20 SP M 31 WEBS 2x4 SP No.3 WEDGE Left: 20 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-1 oc purllns. BOTCHORD Rigid ceiling directly applied or 3-9-14 oc bracing. MITek recommends that Stabilizers and required cross bracing be Installed Burin truss erection, in accordance with Stabilizer Installation uide. REACTIONS (Ibrsize) 8 = 1022/0-8-0 (min. 0-1-8) 2 1085/0-8-0 (min. 0-1-8) Max Harz 2 -60(LC 13) Max Uplift 8 = -454(LC 9) 2 -616(LC 8) FORCES (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shovm. TOP CHORD 2-2.-1490/1014, 2-3.-3925/2828, 3-4=-5678/4121, 4-5=-5976/4350, 5-6.-4521/3313. 6-7-4358/3183, 7-8=-4971/3632 BOT CHORD 2.18=-901/1360, 2-14= 2601/3726, 13-14=-2589/3729, 12-13.-3939/5614, 11-12=4139/5906, 10-11--3437/47a5, B-10-3430/4775 WEBS 3-13=-1409/1944,4-13=-416/423, 4-12=-217/310, 5-12=-553/887,5-11=-170311240, 6-11=-781/1177, 7-11=-604/540 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.Opsh BCDL=S.Opsf; h-20ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and farces & MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise Indicated. 4) The solid section of the plate Is required to be placed over the splice line at joint(s) 6. 5) Plate(s) at Jolnt(s) 3, 8, 14, 13, 4, 12, 5, 11, 7, 10, 2 and 2 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) at joint(s) 6 checked for a plus or minus 4 degree rotation about Its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 8) • This truss has been designed for a live load of 10.Opsf an 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, with BCDL - 10.Opsf. 9) Bearing at joint(s) 8, 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 454lb uplift at joint 8 and 616lb uplift at joint 2. 11) "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 (plf) Vert: 1-3-60, 3-6=-60, 6-8=-60, 8-9=-30, 12-18=-35, 12-15=-35 2) Regular Only: Lumber Increase-1.25, Plate Increase.1.25 Uniform Loads (pit) Vert: 1-3=-70, 3-6=-70, 6-8=-70, 8-9--30, 12-18=-20, 12-15=-20 3) IBC BC Live: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-3=-30, 3.6-30, 6-9-30, 12.18=-40, 12.15- 40 4) C•C Wind: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=170, 2-3-103. 3-6.95. 6.8-103, 8-9=88, 12-18.-10, 12-15-10 Harz: 1-2=-180, 2.3=-113, 3.6-105, 6.8=113, 8.9-98 5) 26d C-C Wind: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=88, 2-3=103, 3-6=95, 6-8=103,8-9=40, 12-18=-10, 12-15=-10 Harz: 1-2=-98, 2-3=-113, 3-6=-105, 6-8=113 6) C-C Wind Positive: Lumber Increase.1.60, Plate Increase=1.60 Uhiform Loads (pit) Vert: 1.2-5, 2.3= 69, 3-6=-61, 6-8=-69, 8.9=-55, 12.18=-20, 12-15= 20 Harz: 1-2-25, 2-3=39, 3-6-31, 6-8--39, 8-9--25 7) 2nd C-C Wind Positive: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1.2--55, 2-3--69, 3-6-61, 6-8=-fi9, 8-9=-30, 12.18=•20, 12.15=-20 Harz: 1.2-25, 2-3=39. 3.6-31, 6.8=•39 8) MWFRS Wind Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pill Vert: 1-2=95, 2.3=61, 3-6=61, 6.8=40, 8-9=26, 12-18= 10, 12-15=-10 Harz: 1-2=-105, 2.3=-71, 3-6=-71, 6-8=50, 8-9-36 9) MWFRS Wind Right: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2.26, 2-3.40, 3-6.35, 6-8-61, 8-9=47, 12-18- 10, 12-15=-10 Harz: 1-2= 36, 2-3=-50, 3-6=-45, 6-8=71, 8-9=57 10) MW FRS W Ind Left Positive: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=27, 2-3=12, 3-6-12,6-8=-9, 8-9=6,12-18=-20, 12-15=-20 Ham: 1.2.-57, 2-3=-42. 3-6--42, 6-8=21, 8.9=36 11) MWFRS Wind Right Positive: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 23=-9, 3-6=-14, 6-8=12, 8-9.27, 12-18=-20, 12-15= 20 Harz: 1-2=-36, 2-3.-21, 3-6=-16, 6-8-42, B-9-57 12) MWFRS 1st Wind Parallel: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2-47, 2-3=61, 3-6-61, 6-8-35, 8-9=20, 12-18--10, 12-15=-10 Harz: 1-2.-57, 2-3-71. 3-6=-711 6-8=45, 8-9=30 13) MWFRS 2nd Wind Parallel: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1.2=20, 2-3=35, 3.6.35, 6-8=61, 8-9=47, 12.18=-10, 12-15=-10 Harz: 1-2.-30, 2-3.-45, 3-6=-45, 6-8-71, B-9.57 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=47, 2-3=61, 3-6-61, 6-8=35, 8-9=20, 12-18-10, 12-15=-10 Harz: 1-2=-57, 2-3=-71, 3-6=-71, 6-8=45, 8-9=30 15) MWFRS 4lh Wind Parallel: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pll) Vert: 1.2-20, 2.3.35, 3.6=35, 6-8=61,8-9=47, 12-18=-10. 12.15=•10 Harz: 1-2=-30, 2-3=-45, 3-6=-45, 6-8=71, 8-9=57 16) MWFRS 1st Wind Parallel Positive: Lumber Increase.1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2-27, 2-3-12, 3-6-12, 6-8=-14, 8.9-0, 12-18.-20, 12-15=-20 Harz: 1-2=-57, 2-3=42, 3-6=42, 6-8=16, 8-9=30 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2.0, 2-3-14, 3-6--14, 6-8-12, 8.9-27, 12-18=-20, 12-15=-20 Harz: 1.2=-30, 2.3=-16, 3.6-16, 6-8=42, 8-9-57 18) Live Only: Lumber Increase-1.25, Plate Increase.1.25 Uniform Loads (plf) Vert: 1-3-30, 3-6-30, 6-9--30, 12-18=-40, 12-15--40 19) C-C Wind Positive + Regular: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pill Vert: 1-2-42, 2-3-89, 3-6.-83, 6-8.-89, 8-9.-48, 12-18=-35, 12-15-35 Harz: 1-2- 18, 2-3-29, 3-6.23, 6-8-29, 8-9=-18 20) 2nd C-C Wind Positive + Regular: Lumber Increase.1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-78, 2.3=-89,3-6=-83,6-8--89, 8-9=-30, 12-18=35, 12.15=-35 Harz: 1-2=18, 2.3-29, 3-6-23, 6-8=-29 21) MWFRS Wind Left Positive + Regular: Lumber Increase.1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1.2=-18, 23=-29, 3-6=-29, 6-8=-44, 8-9--3, 12-18- 35, 12.15= 35 Hoe: 1.2=-42, 2-3- 31, 3-6-311 6-8-16, B-9-27 22) MWFRS Wind Right Positive + Regular: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1.2=-33, 2-3=-44, 3-6-48, 6-8.-29, 8-9-12, 12-18--35, 12.15= 35 Harz: 1.2=-27, 2.3=-16, 3-6=-12, 6-8-31, 8-9-42 23) MWFRS 1st Wind Parallel Positive + Regular: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pill Vert: 1.2--i8, 2-3=-29, 3-6--29, 6-8=-48, 8-9--7, 12-18- 35, 12-15-35 Harz: 1-2=-42, 2-3=-31, 3-6=-31, 6-8-12, 8-9=23 24) MWFRS 2nd Wind Parallel Positive +Regular: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-3=-48,3-6--48, 6.8=-29, 8-9=12, 12-18=-35, 12-15=-35 Harz: 1-2.-23, 2-3--12, 3-6--12, 6-8=31, 8-9=42 25) 1st unbalanced Regular: Lumber Increase.1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1-3= 60, 3-6-60, 6-9=-30, 12-18=-35, 12.15=-35 26) 2nd unbalanced Regular: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3-30, 3.6=-30, 6-8=.60, 8-9--30, 12.18=-35, 12.15= 35 27) 3rd unbalanced Regular Only: Lumber Increase.1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1-3-70, 3-6-70, 6-9--30, 12.18=-20, 12-15= 20 28) 4th unbalanced Regular Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-3=-30, 3-6=-30,6-8--70, 8.9=-30, 12-18= 20, 12-15=-20 Roof Special Girder A0110991 -0-0 3x4 2-5-2 4-10-4 LOADING last) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 15.0 Lumber Increase 1.25 BCLL 10.0 ' Rep Stress Inar NO BCDL 10.0 Code FBC2010/rP12007 LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SYP M 31 WEBS 2x4 SP No.3 WEDGE Left: 2x4 Sp No.3 BRACING TOPCHORD Structural mod sheathing directly applied or 4-6-6 oc pudins. BOTCHORD Rlgld ceiling directly applied or 9-9-13 oc bracing. REACTIONS (lb/size) 9 = 1021/0-8-0 (min. 0-1-8) 2 1073/0-8-0 (min. 0-1.8) Max Harz 2 = -54(LC 9) Max Uplift 9 = -440(LC 5) 2 = -619(LC 4) FORCES (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOPCHORD 2-2=1176/584, 2-3=-2627/1329, 3-4--4646/2328, 4-5= 6113/3018, 5-6-6324/3076, 6-7=3698/1715, 7-8- 3678/1703, 8-9=-3837/1648 BOT CHORD 2-20=-567/1109, 2-16=-1255/2484, 1S-16= 1250/2480, 14-15=-2285/4605, 13-14=-2956/6087, 12.13=-3004/6311, 11-12= 1562/3713. 9-11=-155613700 WEBS 3-15=-1107/2196, 4-15=-530/344, 4-14-697/1506, 5-14= 281 /199, 5-13=-139/256, 6-13=-43611019. 6-12=-2753/1451, 7-12--368/942, 8-12=-332/268 1.0u i 12 NOTES 1) Ply to ply nailing Inadequate 2) 2-ply truss to be connected together with I Od (0.131'k3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-2-0 oc. Bottom chords connected as follows: 2x4 - 2 rows staggered at 0-2-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) 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. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Op6f; BCDL=5.Opsh h=29ft; Cat. II; Exp D; Encl., GCpl=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 6) Plates checked for a plus or minus 0 degree rotation about Its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 10.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, with BCDL=10.Opsf. 9) Bearing at Jolnt(s) 9, 2 considers parallel to grain value using ANSVrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 440 Ile uplift at Joint 9 and 619 Ito uplift at joint 2. 11) "Seml-rigid pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3316 down and 4216 up at 2-5-2 on top chord, and 1216 down and 39 Ile up at 2-5-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) 1) Regular: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-60, 3-7=-60, 7-9= 60, 9-10r30, 13-20=-35, 13.17-35 • Concentrated Loads (Ib) 1.09 F12 10-9-0 30 = 13-11-1 4x4 = CSI DEFL in (lac) Well L/d TC 0.44 Vert(LL) 0.3913-14 >668 360 BC 0.38 Vert(TL)-0.7213-14 >360 240 WB 0.45 Horz(TL) 0.17 9 n/a n/a (Matrix-M) Vert: 16=-5(B) 3=19(B) 2) Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3-70, 3-7=-70, 7-9_ 70, 9-10=30, 13-20- 20, 13-17=-20 Concentrated Loads (Ib) Vert: 16-12(B) 3=32(B) 3) IBC SC Live: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-3= 30, 3-7=.30, 7-10=30, 13-20=-40, 13-17=-40 Concentrated Loads (lb) Vert: 16=6(B) 3- 2(B) 4) MWFRS Wind Lett: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads 1plf) Vert: 1-2=95, 2-3=61, 3.7=61, 7-9=40, 9-10=26, 13-20=-10. 13-17=-10 Harz: 1.2-105, 2-3=-71, 3.7--71, 7-9=50, 9-10=36 Concentrated Loads (Ib) Vert: 16=29(B) 3=-33(B) 5) MWFRS Wind Right: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2=26, 2-3=40, 3-7=35. 7.9=61, 9-10=47, 13-20- 10, 13-17=-10 Harz: 1-2=-36, 2-3=-50, 3-7=-45, 7-9=71, 9-10=57 Concentrated Loads (Ib) Vert: 16-29(B) 3=-7(B) 6) MWFRS Wind Left Positive: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=27, 2-3=12, 3-7-12, 7-8-9, 9.10=6, 13.20=-20, 13-17=-20 Horz: 1-2=-57, 2-3=-42, 3.7--42, 7-9=21, 9-10=36 Concentrated Loads (lb) Vert: 16-39(B) 3=16(8) 7) MWFRS Wind Right Positive: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2-6, 2-3=-9, 3-7--14, 7-9=12, 9-10-27, 13-20--20, 13-17=-20 Ham: 1-2-36, 2-3=-21, 3-7=-16, 7-9-42, 9-10-57 Concentrated Loads (lb) Vert: 16-39(B)3=42(8) 8) MWFRS tat Wind Parallel: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2-47, 2-3=61, 3-7=61, 7-9=35, 9-10=20, 13-20=-10, 13-17=-10 Horz: 1-2-57, 2-3=-71, 3.7- 71, 7-9=45, 9-10=30 Concentrated Loads (Ib) Vert: 16=29(B) 3=33(B) 9) MWFRS 2nd Wind Parallel: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2=20, 2-3=35, 3-7=35, 7-9=61, 9-10=47, 13-20- 10, 13-17=-10 Harz: 1-2= 30, 2-3=-45, 3.7=-45, 7-9=71, 9-10=57 Concentrated Loads (lb) Vert: 16=29(B) 3=-7(B) 10) MWFRS 3rd Wind Parallel: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1.2=47, 2.3=61, 3-7-61.7.9=35. 9-10=20, 13-20=-10. 13-17=-10 Horz: 1-2_ 57. 2-3- 71, 3-7=-71, 7-9=45, 9.10=30 Concentrated Loads (Ib) Vert: 16=29(B) 3=-33(B) 11) MWFRS 4lh Wind Parallel: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2=20, 2-3=35, 3-7=35, 7.9=61, 9-10=47. 13.20=-10, 13-17=-10 Horz: 1-2=-30, 2-3-45, 3-7=-45, 7-9=71, 9-10=57 Concentrated Loads (Ib) Vert: 16=29(8) 3=-7(8) 12) MWFRS tat Wind Parallel Positive: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2=27, 2-3=12, 3-7=12, 7-9=-14, 9-10=0, 13-20- 20, 13-17=-20 Horz: 1.2= 57, 2-3=-42, 3-7=-42, 7-9-16, 9-10=30 Concentrated Loads (Ib) Vert: 16=39(B) 3=16(B) 13) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) 17-1-7 PLATES GRIP MT20 244/190 Weight: 188 lb FT=0% Scale - 1:36.5 Camber - 7/161n �lo Vert: 1.2=0,2-3=-14,3-7=-14, 7-9=12, 9-10=27, 13-20=-20, 13-17=-20 Harz: 1-2=-30, 2-3- 16, 3-7-16, 7-9=42, 9-10=57 Concentrated Loads (Ib) Vert: 16=39(B) 3=42(B) 14) Uve Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) - Vert: 1-3=30, 3-7=-30, 7-10--30, 13-20= 40, 13-17-40 Concentrated Loads (Ib) Vert: 16=6(B) 3-2(B) 15) MWFRS Wind Left Positive + Regular: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2= 18, 2.3=-29, 3-7=-29, 7-9=-44, 9-10=-3, 13-20=-35, 13-17=-35 Harz: 1-2=-42, 2-3- 31, 3-7=-31, 7-9=16, 9-10=27 Concentrated Loads (Ib) Vert: 16=32(B)3=17(B) 16) MWFRS Wind Right Positive + Regular: Lumber Increase=/.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2=-33, 2-3=-44, 3-7=-48, 7.9-29, 9-10=12, 13-20=-35, 13-17=-35 Horz: 1-2=-27, 2-3=-16, 3-7=-12, 7-9=31, 9-10=42 Concentrated Loads (lb) Vert: 16=32(S)3=37(9) 17) MWFRS 1st Wind Parallel Positive + Regular: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=-18, 2-3=-29, 3-7=-29, 7-9=-48, 9-10=-7, 13-20=-35, 13-17=-35 Harz: 1-2=-42, 2-3= 31, 3-7--31, 7-9=12, 9-10=23 Concentrated Loads (Ib) Vert: 16-32(B)3=17(B) 18) MWFRS 2nd W ind Parallel Positive + Regular: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1.2-=-37, 2-3=-48, 3-7=-48, 7.9=-29, 9.10=12, 13-20=-35, 13.17--35 Harz: 1.2--23, 2-3=-12, 3-7=-12, 7-9=31, 9-10=42 Concentrated Loads (Ib) Vert: 16=32(B) 3=37(B) 19) 1st unbalanced Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-7=-60, 7-10=-30, 13-20= 35, 13-17-35 Concentrated Loads (16) Vert: 16- 5(B) 3=19(9) 20) 2nd unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-30, 3-7= 30, 7-9=-60, 9-10= 30, 13-20=35, 13-17=-35 Concentrated Loads go) Vert: 16=-5(B) 3--11(B) 21) 3rd unbalanced Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert:1.3=-70, 3-7=-70, 7-10= 30, 13.20r20, 13-17-20 Concentrated Loads (Ib) Vert: 16=-12(B) 3=32(8) 22) 4th unbalanced Regular Only: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-3=-30,3-7--30, 7.9=-70, 9-10= 30, 13-20= 20, 13-17=-20 Concentrated Loads (Ib) Vert: 16=-12(B) 3=-8(B) 56070 -1-0-0 , 4-7-0 3.00 12 Roof Special Girder 7-2-0 11-4-14 4x4 = QtY Ply 1 1 A0110992 Job Reference o 'onal 7. 1 F 1 O7 T I e, l ql y, 09A 013 a 3cMzb7jcVaYFDpgv_Efz09z1-hx ��u A��n L� pS�s�nn j sv I �iQ1zrZW 15 7-11 17-4-10 19-9-0 21-6-Ge 21 r7-8 4-2-13 1-8 15 2-4-6 1-9-0 0 8 Scale - 126.1 Camber a 3/8 In 1.50112 1&1 0 3x4 = 3x8 11 3x8 - 3z8 MT20H= 3x4 - -- 3x6 4x4 = 7-2-0 11-4 14 15-7-11 19-9-0 21-6-0 7-2-0 4-2-14 4-2-13 4-1-5 1-9-0 LOADING (psf) SPACING 2.0-0 CSI DEFL In (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.78 Vert(LL) 0.35 12-14 >739 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.54 Vert(rL)-0.6212-14 a41fi 240 MT20H 187/143 BCLL 10.0 Rep Stress Incr NO WE 0.52 Horz(rL) 0.09 9 n/a n/a BCDL 10.0 Code FBC2010fTP12007 (Matrix-M) Weight: 94 lb FT-0% LUMBER TOP CHORD 2z4 SYP M 30 'Except' T3: 2x4 SP N0.2 BOT CHORD 2x4 SYP M 31 WEBS 2x4 SP No.3 •Except• W8: 2x8 SYP No.2 WEDGE Left: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-4-6 oc purllns. SOT CHORD Rigid ceiling directly applied or 5-6-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing he installed durin truss erection, in accordance arith Stabilizer Installation guide. REACTIONS (lbrslze) 2 = 1056/0-8-0 (min. 0-1-8) 9 983/1-4-0 (min. 0-1-8) Max Horz 2 58(LC 4) Max Uplift 2 -522(LC 4) 9 -563(LC 5) FORCES Qb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shovm TOP CHORD 2-3=-2573/1194,3-4=-2407/1147,4-5=-2406/1144, - - 3516/1797, 6-7--3907/2034, 7-8=-3294/1802, 8-9--3271/1805 BOT CHORD 2-15- 1052/2464, 14-15=-1692/3474, 13-14=-1969/3890, 12-13--1969/3890, 11-12=-1727/3229, 11-22=-1719/3150, 9-22=-1719/3150 WEBS 3-15= 263/237, 4-15= 215/640, 5-15=-1195/738,5-14=-59290, 6-14=-466/292, 6-12=-255/196, 7-12=-256/698 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-5.0p9Y BCDL-5.0psh h-20ft; Cat. 11; Exp D; Encl., GCpI=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL-1.60 plate grip DOL-1.60 - 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 nonconcunent With any other live loads. 6) • This truss has been designed for a live load of 10.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, with BCDL - I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 522lb uplift at joint 2 and 563 lb uplift at joint 9. 8) "Seml-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 devices) shall be provided sufficient to support concentrated load(s) 94lb up at 19-" on bottom chord. The design/selection of such connection devloe(s) Is the responsibility of others. LOAD CASE(S) 1) Regular: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1-4=-60, 4-8=-60, 8-9-60, 9-10=-30, 16.19=.35 Concentrated Loads Qb) Vert: 22-69 2) Regular Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1.4= 70, 4-8_ 70, 8-9- 70, 9-10=-30, 16-19--20 Concentrated Loads Qb) Vert: 22=69 3) IBC BC Live: Lumber Increase-1.25, Plate Inaease-1.25 Uniform Loads (pit) Vert: 1-4=-30, 4-8-30,8-10=-30, 16-19--40 Concentrated Loads Qb) Vert: 22=69 4) MWFRS Wind Left: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=95, 2-4-61. 4-8-36, B-9-40, 9-10.26, 16-19--10 Harz: 1.2=-105, 2-4= 71, 4-8=46, 8-9=50, 9-10=36 Concentrated Loads Qb) Vert: 22-22 5) MWFRS Wind Right: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (plo Vert: 1.2=26, 2-4=40, 4-8=61, 8-9-61, 9-10-47, 16-19=-10 Horz: 1-2=-36, 2-4=-50, 4-8-71, 8-9-71, 9-10-57 Concentrated Loads (lb) Vert: 22-22 6) MWFRS Wind Left Positive: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2=27, 2-4=12, 4-8=-13, 8-9=-8, 9-10=6, 16-19=-20 Harz: 1-2=-57, 2-4=-42, 4-8-17, 8-9-21, 9-10-36 Concentrated Loads Qb) Vert:22=32 7) MWFRS Wind Right Positive : Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2=6, 2-4=-9, 4-8-12, 8-9-12, 9-1a=27, 16-19-20 Horz: 1-2=-36, 2-4=-21, 4-8=42, 8-9-42, 9-10=57 Concentrated Loads Qb) Vert: 22=32 8) MWFRS tat Wind Parallel: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads fall) Vert: 1-2-47, 2-4-61, 4-8-35, 8-9=35, 9.10-20, 16.19-10 Horz: 1-2=-57, 2-4=-71, 4-8=45, 8-9-45, 9-10-30 Concentrated Loads Qb) Vert: 22-22 9) MWFRS 2nd Wind Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=20, 2-4=35, 4-8=61, 8-9=61, 9-10=47, 16-19-10 Horz: 1-2=-30, 2-4=-45, 4-8-71, 8-9-71, 9-10=57 Concentrated Loads Qb) Vert: 22=22 10) MWFRS 3rd Wind Parallel: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2-47, 2-4-61, 4-8=35, 8-9=35, 9-10=20, 16-19- 10 Horz: 1.2= 57, 2-4=-71, 4-8=45, 8-8=45, 9-10=30 Concentrated Loads (lb) Vert: 22-22 11) MWFRS 4th WindParallel: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pl() - Vert: 1-2=20, 2-4=35, 4-8=61, 8-9=61, 9-10=47, 16-19-10 Horz: 1-2=-30, 2-4=-45, 4-8-71, 8-9-71. 9-10=57 Concentrated Loads (lb) Vert: 22=22 12) MWFRS tat Wind Parallel Positive: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=27, 2-4=12,4-8=-14, 8-9=-14,9-10=0, 16-19=-20 Horz: 1-2-57, 2-4=-42, 4-8-16, 8-9-16, 9-10=,30 Concentrated Loads (lb) Vert: 22-32 13) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pll) Vert: 1-2=0, 2-4-14, 4-8=12, 8-9=12, 940=27, 16-19=-20 Horz: 1-2=-30, 2-4=-16, 4-8=42, 8-9=42, 9-10=57 Concentrated Loads (lb) Vert: 22-32 14) 1-fire Only: Lumber Increase=1.25, Plate Inaease-1.25 Uniform Loads (pit) Vert: 1-4=-30, 4-8=-30, 8-10=-30, 16-19=-40 Concentrated Loads Qb) Vert: 22=69 15) MWFRS Wind Left Positive + Regular: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pIQ Vert: 1-2=-18, 2-4=-29, 4-8=-47, 8-9=-44, Horz: 1-2=-42, 2-4=-31, 4-8-13, 8-9-16, 9-10=27 Concentrated Loads (lb) Vert: 22-94 16) MWFRS Wind Right Positive + Regular: Lumber Increase-1.60, Plate Inorease-1.60 - Uniform Loads (pit) Vert: 1.2=-33, 2.4=-44,4-8= 29, 8.9=-29, 9-10=12, 16-19=-35 Horz: 1.2--27, 2-4=-16, 4-8=31, 8-9=31, 9-10=42 Concentrated Loads Qb) Vert: 22=94 17) MWFRS tat Wind Parallel Positive+ Regular: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pl() Vert: 1-2=-18, 24=-29,4-8=-48, 8-9=48, 9-10=-7, 16-19=-35 Harz: 1-2=-42, 2-4=-31, 4-8-12, 8-9-12, 9-10-23 Concentrated Loads (1b) Vert: 22=94 18) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2- 37, 24=-48,4-8=-29, 8-9=-29, 9-10=12, 16-19=-35 Horz: 1-2=-23, 2-4=-12, 4-8=31, 8.9-31, 9-10=42 Concentrated Loads Qb) Vert: 22-94 19) tat unbalanced Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-8-30, 8-10=-30, 16-19=-35 Concentrated Loads Qb) Vert: 22-69 20) 2nd unbalanced Regular: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-30,4-8=-60, 8-9=-60,.9-10--30, 16-19--35 Concentrated Loads Qb) Vert: 22-69 21) 3rd unbalanced Regular Only: Lumber Increase=1.25, Plate Inaease=1.25 Uniform Loads (plf) , Vert: 1-4--70, 4-8-30, 8-10--30, 16-19- 20 Concentrated Loads IN) Vert: 22=69 22) 4th unbalanced Regular Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1.4--30,4-8--70, 0-9--70, 9.10=-30, 16.19--20 Concentrated Loads Qb) Vert: 22=69 ......"' "" "' """ ID:LjK8cMzb7jcVaYFDOgv_Efz09z1-98nYLE0pzVvvgdQ0EgmKfi0VOv5ogz49??7nOnoCzF2 1-0-0 6-0-3 10-4-1 13-7-0 18-0-7 20 0 7 1-0-0 6-0-3 4-3-15 3-2-15 4-5-7 4x4 = 3.00 12 Scale = 1:33.1 Camber 51161n 1.50 L12 3X6 - 3x8 11 3x4 = 3x8 MT20H= 1.5X4 II 3x8 = 13-7-0 LOADING lip SPACING 2-0-0 CS! DEFL In q-) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.68 Vert(LL) 0.47 8-9 >464 360 MT20 244/190 - TCDL 15.0 Lumber Increase 1.25 BC 0.82 Vert(TL) -0.50 8-9 >431 240 MT20H 187/143 BCLL 10.0 • Rep Stress Ina YES W B 0.62 Horz(TL) 0.07 6 n/a n/a BCDL 10.0 Code FBC2010(rP12007 (Matrix-M) Weight: 75 lb FT=0% LUMBER TOP CHORD 2X4 SP No.2 •Except' T2: 2x4 SYP M 30 BOT CHORD 2X4SYP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2" SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 3-1-6 oc purlins. BOTCHORD Rigid ceiling directly applied or 4-0-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed Burin truss erection in accordance with Stabilizer Installation guide REACTIONS (lb/size) 2 = 912/0-8.0 (min. 0-1-8) 6 = 982/1-4-0 (min. 0-1-8) Max Horz 2 = 56(LC 8) Max Uplift 2 -456(LC 8) 6 = -640(LC 9) FORCES (Ib) Marc. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-2738/2009, 3-4=-2717/2017, 4-5=-4166/3084, 5.6-4094/2924 BOTCHORD 2-11=-181012598, 10-11=-2957/4118, 9-10=-2957/4118, 8-9- 2824/4023, 6-8=-2824/4023 WEBS 3-11=-297/607,4-11--1530/1168, S-9.-257/152 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=S.Opsf; h-20ft; Cat. II; Exp D; Encl., GCpI=0.18; MWFRS (envelope) and C-C Exterlor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60 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 nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 10.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide wit fit between the bottom chord and any other members, with BCDL - 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 456 Ib uplift at joint 2 and 640 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) s 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3.7--60, 12-15- 35 2) Regular Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-7=-70, 12-15=-20 3) IBC SC Uve: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-30, 3-7--30, 12-15- 40 4) C-C Wind: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1.2=170, 2-3=103, 3-6=103, 6-7-88, 12-15=-10 Horz: 1-2=-180. 2-3-113, 3-6-113, 6-7=98 5) 2nd C-C Wind: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2=88, 2-3-103, 3-6-103, 6-7=170, 12-15-10 Horz: 1-2=-98, 2-3-113. 3-6-113, 6-7=180 6) C-C Wind Positive: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=-5, 2-3=-69, 3-6-69, 6-7=-55,.12-15=-20 Horz: 1.2=-25, 2-3=39, 3-6--39, 6-7=-25 7) 2nd C-C Wind Positive: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-69, 3-6=-69, 6-7=-5, 12-15=-20 Horz: 1-2=25, 2-3-39, 3-6-39, 6-7=25 8) MWFRS Wind Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=95, 2-3-61, 3-6-36, 6-7=22, 12-15- 10 Horz: 1-2=-105, 2-3= 71, 3.6=46, 6-7=32 9) MWFRS Wind Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads(pIQ Vert: 1-2-26, 2-3=40, 3-6-61, 6.7=95; 12-15=-10 Horz: 1-2= 36, 2-3=-50, 3-6=71, 6-7-105 10) MWFRS Wind Left Positive: Lumber Inaease=1.60, Plate Increase-1.60 Uniform Loads (pIQ Vert: 1-2=27, 2-3=12,3-6=-13, 64=2, 12.15=-20 Horz: 1-2=-57, 2.3- 42, 3.6=17, 6-7=32 11) MWFRS Wind Right Positive: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2=6, 2-3-9, 3-6=12, 6-7=27, 12-15=-20 Horz: 1-2= 36, 2-3=-21, 3.6=42, 6.7=57 12) MWFRS 1st Wind Parallel: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pill Vert: 1-2=47, 2-3=61, 3-6=35, 6-7=20, 12.15- 10 Horz: 1-2=-57, 2-3=-71, 3-6=45, 6-7=30 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=20, 2-3=35, 3-6=61, 6-7-47,12-15=-10 Horz: 1.2=-30, 2-3=-45, 3-6-71, 6-7=57 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1.2=47, 2-3=61, 3-6=35, 6-7-20, 12-15=-10 Horz: 1-2=-57, 2-3=-71, 3-6=45, 6-7=30 15) MWFRS 4th Wind Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=20, 2-3-35, 3-6=61, 6-7-47. 12-15=-10 Horz: 1-2= 30, 2-3-45, 3.6=71, 6-7=57 16) MWFRS tat Wind Parallel Positive: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=27, 2-3=12, 3-6- 14, 6-7=0, 12-15= 20 Harz: 1-2= 57, 2-3= 42, 3-6=16, 6-7=30 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plQ Vert: 1-2=0, 2.3=-14, 3-6=12, 6-7-27, 12-15=-20 Horz: 1-2=-30, 2-3=-16, 3-6=42, 6-7=57 18) Live Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1.3=-30,3-7=-30, 12-15=40 19) C-C Wind Positive+ Regular: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1.2- 42, 2-3-89, 3.6=-89, 6-7-78, 12-15=-35 Horz: 1-2=-18, 2-3=29, 3-6-29, 6-7=-18 20) 2nd C-C Wind Positive +Regular: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2-78, 2-3-89, 3.6--89, 6-7=-42, 12-15=-35 Horz: 1-2-18, 2-3=29, 3-6=-29,6-7-18 21) MWFRS Wind Left Positive + Regular: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2-18, 2-3-29, 3.6-47, 6-7=-36, 12-15=-35 Horz: 1-2-42, 2-3=-31, 3-6=13, 6-7-24 22) MWFRS Wind Right Postive + Regular: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=-33, 2-3=-44, 3-6=-29, 6-7=-18, 12-15=-35 Horz: 1-2-27, 2-3=-16, 3.6-31, 6-7-42 23) MWFRS tat Wind Parallel Positive + Regular: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plo Vert: 1.2=-18, 2-3=-29, 3-6= 48, 6.7=-37, 12-15--35 Harz: 1-2--42, 2-3=-31, 3-6=12, 6-7=23 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=-37, 2-3=-48, 3-6-29, 6-7=-18, 12.15= 35 Horz: 1-2=-23, 2-3-12, 3-6=31, 6-7=42 25) 1st unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.3=-60, 3-7=-30, 12-15-35 26) 2nd unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-30, 3.7=-60, 12-15=-35 27) 3rd unbalanced Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-7=-30, 12-15=-20 28) 4th unbalanced Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3_ 30,3-7=-70, 12-15=.20 A0110994 ACSA I Roof Special "" ----- ID:LjKecMzb7jcVaYFDOgv_EfzO9zi-dKCwYaTp}ipjlS�a61�T77swzjw5Jfs7pf291Jli�rrlT�itfz�zfik 4-11-10 8-2-15 11-5-9 14-8-11 20-11-10 s 21r1 2 4-11-10 3 3 5 3-2-10 3-3-2 6-2-15 0-11-8 1.09 F12 3x4 = 4 4x4 = 3.00 12 Scale = 123.2 Camber. 1/21n 7a 0 3x10 _ 3x8 II 1.5x4 11 4x4 = 5x10 MT20H WB= 3x4 — 3x6 = 44 = LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TOOL 15.0 Lumber Increase 1.25 BCLL 10.0 • Rep Stress [nor YES BCDL 1 0. 0 Code FBC20107PI2007 LUMBER TOP CHORD 2x4 SYP M 30 BOT CHORD 2x4 SYP M 31 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2.9-8 oc purlins. BOTCHORD Rigid ceiling directly applied or 3-7-14 oc bracing. MiTek recommends that Stabilizers and required crass bracing he Installed durin truss erection, in accordance with Stabilizer Installation ulde. REACTIONS (lb/size) 6 = 1029/0-8-0 (min. (1-1-8) 1 = 96811.9-15 (min. 0-1-8) Max Harz 1 . -53(LC 13) Max Uplift 6 = -444(LC 8) 1 = -505(LC 8) FORCES (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-2=-6129/4434, 2.3=-5945/4308, 3-4=-4748/3469, 45=-328312414, 5-6.-3322/2397 BOTCHORD 1.12=433316070, 11-12=-4330/6069. 10-11.-4192/5892, 9-10-332314687, 8-9--3323/4687, 6-8=-2494/3341 WEBS 3-10=-12611910, 410--247/478, 4-8=-1589/1169, 5-8= 404f7S4 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=20ft; Cat. 11; Exp D; Encl., GCpl=0.18; MWFRS (envelope) and C-C Exterlor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL-1.60 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 nonconcurrent Wdth any other live loads. 6) • This truss has been designed for a live load of 10.Opsf an the bottom chard in all areas mere a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, vAth BCDL-10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 444lb uplift at Joint 6 and SOS lb uplift at joint 1. 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 (plf) Vert: 1-5=-60, 5-6=-60, 6-7=-30, 13-16=-35 2) Regular Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-5=-70, 5-6=-70, 6-7=-30, 13-16— 20 3) IBC BC Live: Lumber Increase.1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-30, 5-7=-30, 13-16=-40 4) C-C Wind: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (plQ Vert: 1-5=95, 5-6=103, 6-7-88, 13-16=-10 Harz: 1-5=-105, 5-6=113, 6-7=98 5) 2nd C-C Wind: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5-95, 5-6=103, 6-7=-10, 13-16=-10 Horz: 1-5=-105, 5-6=113 11-5-9 14-8-11 CSI DER In (loc) Wall Ud TO 0.58 Vert(LL) 0.69 11 >364 360 BC 0.55 Vert(TL) -0.79 11 >320 240 WE 0.44 Horz(TL) 0.10 6 n/a n/a (Matrix-M) I 6) C-C Wind Positive: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-5=-61, 5-6=-69, 6-7-55, 13-16=-20 Harz: 1-5.31, 5-6-39, 6-7.-25 7) 2nd.C-C Wind Positive: Lumber Increase.1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-61, 5-6=-69, 6-7=-30, 13-16=-20 Harz: 1-5=31, 5-6=-39 8) MWFRS Wind Left: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-5=61,5-6=40,6-7=26, 13-16= 10 Horz: 1-5=-71, 5-6-50, 6-7-36 9) MWFRS Wind Right: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-5.35, 5.6.61, 6-7=47, 13-16=-10 Harz: 1.5-45, 5-6.71, 6-7-57 10) MWFRS Wind Left Positive: Lumber Increase.1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1.5=12, 5.6=-9, 6.7=6, 13-16-20 Harz: 1.5=-42,5-6-21,6-7-36 11) MWFRS Wind Right Positive : Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5..14, 5-6.12, 6-7.27, 13-16-20 - Harz: 1-5=-16, 5-6-42,6-7-57 12) MWFRS tat Wind Parallel: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1.5=61, 5-6=35, 6-7-20, 13-16.-10 Harz: 1.5-71, 5-6.45, 6-7-30 13) MWFRS 2nd Wind Parallel: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (plQ Vert: 1-5.35, 5-6.61, 6-7.47, 13-16=-10 Horz: 1-5-45, 5-6-71, 6-7-57 14) MWFRS 3rd Wind Parallel: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-5-61, 5.6=35, 6-7-20, 13-16=-10 Horz: 1-5=-71, 5-6=45, 6-7=30 15) MWFRS 4th Wind Parallel: Lumber Increase-1.60, Plate Increase.1.60 Uniform Loads (plf) Vert: 1.5-35, 5-6=61, 6-7=47, 13-16--10 Horz: 1.5=-45, 5-6.71, 6-7-57 16) MWFRS 1st Wind Parallel Positive: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-5-12, 6-6=-14, 6-7=0, 13-16=-20 Harz: 1-5=-42, 5.6=16, 6-7=30 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-S=-14, 5-6=12, 6-7=27, 13-I6 -20 Harz: 1-5=-16, 5.6=42, 6-7-57 18) Live Only: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (plQ Vert: 1-5-30, 5-7=-30, 13-16=d0 19) C-C Wind Positive+ Regular: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-5=-83, 5-6=-89, 6-7-48, 13-16=-35 Harz: 1.5=23, 5.6-29, 6-7--18 20) 2nd C-C Wind Positive+ Regular: Lumber Increase=1.60, Plate Increase.1.60 Uniform Loads (plf) Vert: 1-5-83, 5-6-89, 6.7=-30, 13.16--35 Hum: 1-5=23, 5-6-29 21) MWFRS Wind Left Positive+Regular: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-29. 5-6=-44, 6-7=-3, 13-16=-35 Harz: 1-5=-31, 5-6-16, 6-7-27 22) MWFRS Wind Right Positive + Regular: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) 20-11-10 PLATES GRIP MT20 244/190 MT20H 1871143 Weight: 86 lb FT-0% Vert: 1.5--48,5-6— 29,6-7=12, 13.16--35 Horz: 1-5=-12, 5.6=31, 6-7=42 23) MWFRS 1st Wind Parallel Positive+ Regular: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (plQ Vert: 1-5=-29, 5-6-48. 6-7=-7, 13-16--35 Harz: 1.5=-31, 5-fi=12, fi-7=23 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1.5=-48, 5-6=-29, 6-7=12, 13-16=-35 Horz: 1-S= 12, 5-6=31, 6-7=42 25) 1st unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 5-7=-30; 13-16=-35 26) 2nd unbalanced Regular: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-5-30, 5-6=-60, 6-7=-30, 13-16=-35 27) 3rd unbalanced Regular Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-5— 70, 5-7=-30, 13-16=-20 28) 41h unbalanced Regular Only: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-5--30, 5-6=-70, 6-7.-30, 13-16-20 -1-0-0 4-10-5 i 9-2-15 , 14-6-14 16-6-14 1-0-0 4-1 0-5 4-4-1 0 5-3-15 2-0-0 44 = 3.00 V2 1.50 12 3x4 = 3x8 11 1.bx4 11 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 15.0 Lumber Increase 1.25 BCLL 10.0 Rep Stress Incr YES BCDL 10.0 Code FBC2010/rP12007 LUMBER TOP CHORD 2x4 SP Na.2 •Except• T2: 2x4 SYP M 30 BOT CHORD 2x4 SYP M 30 WEBS 2x4 SP No.3 WEDGE Lett: 2x4 SP No.3 BRACING TOPCHORD Structural mod sheathing directly applied or 3-9-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-7-6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed durin truss erection, in accordance vdth Stabilizer Installation gulde. REACTIONS (Ib/slze) 2 = 746/0-8-0 (min. 0-1-8) 5 818/140 (min. 0-1-8) Max Harz 2 = 49(LC 8) Max Uplift 2 = -386(LC 8) 5 -558(LC 9) FORCES (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-2191/1680, 3-4= 2174/1676. 4-5= 3213/2494 BOTCHORD 2-8=-1504/2080, 7-8=-2305/3154, 5-7=-2305/3154 WEBS 3-8=-188/424, 4-8=-1056/800 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-5.0psf; h-20ft; Cal. II; Exp D; Encl., GCpI=0.18; MWFRS (enveiope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions sham; Lumber DOL-1.60 plate grip DOL-1.60 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 vdth any other live loads. 5) • This truss has been designed for a live load of 10.0psf on the bottom chard in all areas more a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL- IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 386 lb uplift at faint 2 and 558lb uplift at Joint 5. 7) "Semi -rigid pitchbreaks vdth 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: 1-3=-60, 3-6=-60, 9-12-35 2) Regular Only: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1-3=-70, 3-6-70, 9-12=-20 3) IBC BC Live: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1.3-_ 30, 3-6= 30, 9-12=-40 - 4) C-C Wind: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2-170, 2-3-109, 3-5-109, 5-6=94, 9-12-10 Horz: 1-2=-180, 2-3=-119, 3-5=119, 5.6-104 5) 2nd C-C Wind: Lumber Increase=1.60, Plate Inaease-1.60 Uniform Loads (pit) Vert: 1-2-94, 2-3=109, 3-5=109, 5-6-170, 9-12=-10 Hoe: 1-2=-104, 2-3=-119, 3-5=119, 56=180 6) C-C Wind Positive: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pit) CSI DEFL in (loc) Well Vd TC 0.61 Vert(LL) 0.32 7-8 >549 360 BC 0.65 Vert(rL) -0.33 7-8 >538 240 WB 0.43 Harz(rL) -0.04 5 n/a n/a (Matrix-M) Vert: 1-2=-3, 2-3=-72, 3-5-72, 5-6=-57, 9-12=-20 Horz: 1.2-27, 2.3-42, 3-5=-42, 5-6--27 7) 2nd C-C Wind Positive: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2= 57, 2.3=-72, 3.5=-72, 5-6=-3, 9-12=-20 Harz: 1-2-27, 2-3=42, 3-5=-42, 5-6=27 8) MWFRS Wind Lett: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2=95, 2-3=61, 3-5=36, 5-6-22, 9-12=-10 Harz: 1-2=-105, 2-3=-71, 3-5=46, 5-6=32 9) MWFRS Wind Right: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2=26, 2-3=40,3-5=61, S-6=95, 9.12=-10 Harz: 1-2=-36, 2-3=-50, 3-5=71, 5-6=105 10) MWFRS Wind Left Positive: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=27, 2-3-12,3-5=-13,6-6=2, 9-12=40 Horz: 1-2=-57, 2-3=-42, 3-5=17, 5-6=32 11) MWFRS Wind Right Positive: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2=6, 2-3=-9, 3-5=12, 5.6=27, 9-12- 20 Hori: 1-2=-36, 2-3=-21, 3-5=42, 5-6=57 12) MWFRS 1st Wind. Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2-47, 2-3=61,3-5=35, 5-6=20, 9.12=.10 Harz: 1-2=-57, 2-3=-71, 3-5=45, 6-6=30 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pIl) Vert: 1-2-20, 2-3=35, 3-5=61, 5-6=47, 9-12= 10 Harz: 1.2=-30, 2.3=45, 3.5=71, 5-6=57 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pif) Vert: 1.2=47, 2-3=61,3-5-35, 5.6=20, 9-12=-.10 Horz: 1-2=-57, 2-3=-71, 3-5=45, 5-6=30 15) MWFRS 4th Wind Parallel: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2-20, 2-3-35,3-5-61, 5.6=47,9-12=-10 Harz: 1-2=-30, 2-3=-45, 3-5=71, 5.6=57 16) MWFRS tsl Wind Parallel Positive: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=27, 2-3=12, 3-5=-14, 5-6=0, 9-12=-20 , Horz: 1.2-57, 2-3-42, 3-5-16, 5-6=30 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2=0, 2-3-14, 3-5-12, 5-6=27, 9-12=-20 Horz: 1-2=-30, 2-3=-16. 3-5=42, 5.6=57 18) Uve Only: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-3=-30, 3-6=-30, 9-12-40 19) G-C Wind Positive+ Regular: Lumber Inaease-1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2=-40, 2-3=-91, 3-5= 91, S-6=-80, 9-12=-35 Horz: 1-2-20, 2-3-31, 3-5=-31, 5-6=-20 20) 2nd C-C Wind Positive + Regular: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2= 80, 2-3= 91, 3-5= 91, 5-6=40, 9-12=-35 Horz: 1-2-20, 2-3=31, 3-5= 31, 5-6=20 21) MWFRS Wind Lett Positive + Regular: Lumber Increase=1.60, Plate Increase=1.60 . Uniform Loads (pit) Vert: 1-2=18, 2-3- 29, 3-5= 47, 5.6=36, 9-12--35 Harz: 1-2=-42, 2-3=-31, 3-5-13, 5-6=24 22) MWFRS Wind Right Positive + Regular: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-33, 2-3=-44, 3-5=-29, 5-6=-18, 9-12=-35 Horz: 1-2=-27, 2-3=-16, 3-5=31, 5-6=42 Scale = 1:27.6 Camber = 3/16 in. 3x6 = 14-6-14 5-3-15 PLATES GRIP MT20 244/190 Weight: 59 lb FT-0 23) MWFRS tat Wind Parallel Positive + Regular: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=-18, 2-3=-29, 3-5=-48, 6-6=-37, 9-12-35 Harz: 1-2=-42, 2-3=-31, 3-5-12, 5-6-23 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (plt) Vert: 1-2= 37,2-3=-48, 3-5=-29,5-6=-18, 9-12=-35 Harz: 1-2=-23, 2-3=-12, 3-5=31, 5.6=42 25) 1st unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.3=-60, 3-6= 30, 9-12=35 26) 2nd unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-30, 3-6=-60, 9-12=-35 27) 3rd unbalanced Regular Only: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3= 70, 3-6=-30, 9-12=-20 28) 4th unbalanced Regular Only: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1-3- 30, 3-6=-70, 9-12= 20 Roof Special W ,;A011 6-6-14 3x8 = 6-6- LOADING (cast) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 15.0 Lumber Increase 1.25 BOLL 10.0 • Rep Stress Ina YES BCDL 10.0 Code FBC2010/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 BRACING TOP CHORD Structural vrood sheathing directly applied or 3-4-15 oc pudins. BOTCHORD Rigld calling directly applied or 4-3-8 oc bracing. Mira - recammends that Stabilizers and required cross bracing be Installed durin truss erection in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2 = 907/1.9-15 (min. 0-1-8) 5 769/0-8-0 (min. 0-1-8) Max Horz 2 -37(LC 13) Max Uplift 2 -663(LC 8) 5 -319(LC 9) FORCES (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOPCHORD 2-3--3754/2665, 3-4=-2429/1811, 4-5--2455/1809 BOTCHORD 2-8=-2576/3693, 7.8=-2571/3694, 5-7=-I 7812338 WEBS 3-7=-1341/906, 4-7=-198/455 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vull=170mph (3-second gust) V-d-132mph; TCDL=5.0psh BCDL=5.Opsf; h-20ft; Cat. II; Exp 0; Encl., GCpI=0.18; MWFRS (envelope) and C-C Exterlor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shovm; Lumber DOL-1.60 plate grip DOL-1.60 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 nonconcurrent Wth any other live loads. 5) • This truss has been designed for a live load of 10.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 Wide Wit fit betvsen the bottom chord and any other members, Wth BCDL - 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 663 lb uplift at joint 2 and 319 lb uplift at joint 5. 7) "Semi -rigid pitchbreaks Wth 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: 1-4-60, 4-5=-60, 5-6= 30, 9-12--35 2) Regular Only: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-70, 4-5=-70, 5-6=-30, 9.12=-20 3) IBC SC Live: Lumber Increase-1.25, Plate Inaease=1.25 Uniform Loads (pit) Vert: 1-4=-30, 4-6= 30, 9.12--40 4) C-C Wind: Lumber Incease=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=122, 2-4=99, 4-5=106, 5.6-91, 9-12=-10 Horz: 1-2=-132, 2-4=-109, 4-5=116, 5-6=101 5) 2nd C-C Wind: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=84, 2-4=99, 4.5=106, 5-6=-10, 9-12=-10 Horz: 1-2=-94, 2-4=-109, 4-5=116 6) C-C Wind Positive: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2-13, 2-4=-62, 4-5=-71, 5-6= 56, 9.12-20 Horz: 1-2=-17, 2-4=32, 4-5=-41, 5-6=-26 7) 2nd C-C Wind Positive: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pit) 1.09 FIT -12 CSI DEFL in floc) Well Vd TO 0.74 Vert(LL) 0.49 7-8 >391 360 BC 0.74 Vert(TL) -0.53 7-8 >361 240 WB 0.54 Haz(TL) 0.06 5 n/a n1a Vert: 1-2=-47, 2-4=-62, 4-5-71, 5-6=-30. 9.12--20 Horz: 1.2-17, 2-4-32, 4-5-41 8) MWFRS Wind Left: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1.2-95, 2-4-61. 4-5=40, 5-6=26, 9.12=-10 Horz: 1.2— 1(15, 2-4-71, 4-5=50, S-6=36 9) MWFRS Wind Right: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2=20, 2-4-35. 4-5=61, 5-6=47, 9-12=-10 Horz: 1-2--30, 2-4--45, 4-5=71, 5-6=57 10) MWFRS Wind Left Positive: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1.2-27, 2-4=12, 4-5=-9. 5-6=6, 9-12-= 20 Horz: 1-2=-57, 2-4=-42, 4-5=21, 5-6=36 11) MWFRS Wind Right Positive: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2-0, 2.4=-14,4-5=12,5-6=27, 9-12=-20 Horz: 1-2=-30, 2-4= 16, 4-5-42, 5-6-57 12) MWFRS list Wind Parallel: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=47, 2-4=61, 4-5=35, 5-6=20, 9-12=-10 - Horz: 1-2_ 57, 2-4=-71, 4-5=45, 5-6=30 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2-20, 2-4-35, 4-5-61, 5-6=47, 9-12--10 Horz: 1-2-30, 2-4= 45, 4-5-71, 5-6=57 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) - Vert:1-2=47, 2-4=61,4-5-35. 5.6-20, 9.12=-10 Harz: 1.2=-57, 2-4=-71, 4-5=45, 56=30 15) MWFRS 4th Wind Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=20, 2-4=35, 4-5=51,S-6=47, 9.12=-1a Horz: 1.2--30, 2-4=-45, 4-5=71, S-6=57 16) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2-27, 2-4-12, 4-5=-14, S-6=0, 9-12= 20 Horz: 1-2=-57, 2-4=-42, 4-5-16, 5-6=30 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=0, 2-4=-14, 4-5-12, 5-6=27, 9-12=-20 Harz: 1-2--30, 2-4=-16,.4-5=42,5-6=57 18) Live Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.4=-30, 4-6=-30, 9-12-40 19) C-C Wind Positive + Regular: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1.2=.47, 2-4=-84, 4-5=-90, 5-6— 42. 9-12-35 Horz: 1-2=-13, 2.4=24, 4-5-30. S-6=-19 20) 2nd C-C Wind Positive + Regular: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1.2--73, 2-4-84, 4-5-90, 5-6=-30, 9-12-35 Horz: 1-2-13, 2-4=24, 4-5=-30 21) MWFRS Wind Left Positive+Regular: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pill Vert: 1.2--18, 2.4=-29, 4-5=-44, 5-6=-3, 9.12=-35 Horz: 1.2-42, 2-4=-31, 4-5-16, 5-6=27 22) MWFRS Wind Right Positive+ Regular: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2.4--48, 4-5=-29, 5-6=12, 9-12= 35 Horz: 1-2=-23, 2-4=-12, 4-5=31, 5-6=42 23) MWFRS tat Wind Parallel Positive+ Regular: Lumber Increase-1.66, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2=-18, 2-4-29, 4-5=-48, 5-6-7, 9-12=-35 Horz: 1-2=-42, 2-4=-31, 4-5=12, 5-6=23 44 = 3.00112 15-10-5 4-10-9 PLATES GRIP MT20 244/190 Weight: 60 lb FT-0% Scale-1:29.4 Camber - 5116 in 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1.2-37, 2.4=-48, 4-5-29, 5-6=12, 9-12=-35 Horz: 1-2--23, 2-4=•12, 4-5-31, 5-6-42 25) 1st unbalanced Regular: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4= 60, 4-6=-30, 9-12=-35 26) 2nd unbalanced Regular: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-30,4-5=-60, 5-6=-30, 9-12=-35 27) 3rd unbalanced Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-70, 4-6=-30, 9-12=-20 28) 4th unbalanced Regular Only: Lumber Inaaase-1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1-4=.30, 4-5= 70, 5-6-30, 9-12=-20 - - - A0110997 56070 ADS Roof Special 1 1 Job Reference (ootionall ' Al ROOF TRUSSES, FORT PIERCE, FL 34946, LENNY AMATO 7.410 F b 14z013 PN e s ay 16 gS7�• o 2013 e ID:LjK8cMzb7jcVaYFDQgv_Efz09z1-2vi�3�cJJ_k0n 2 3 �d b t O�ID2P_'dx_z ZRA 3-8-7 11-1-5 " 13-1-5 1-0 0 3-8-7 7-4-14 2-0-0 4x6 = 3.00 12 1.50 L12 3x4 = Sxfi 3-8-7 LOADING fps() SPACING 2-0-0 CSI DEFL In (too) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TO 0.60 Vert(LL) 0.14 6-12 >964 360 MT20 2441190 TCDL 15.0 Lumber Increase 1.25 BC U.62 Vert(TL) -0.21 6-12 >626 240 BCLL 10.0 ' Rep Stress Ina YES WE 0.09 Horz(fL) -0.01 4 n/a We BCDL 10.0 Code FBC2010fTPI2007 (Matrix-M) Weight: 41 lb FT-0 LUMBER TOP CHORD 2x4 SP N0.2'Except' T2: 2x4 SYP M 30 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 4-2-9 oc purlins. BOTCH ORD Rigid ceiling directly applied or 4-11-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed Burin truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ilb/size) 2 580/0-8-0 (min. 0-1-8) 4 656/1-4-0 (min. 0.1-8) Max Horz 2 = 42(LC 8) Me'Uplift 2 -317(LC 8) 4 = -477(LC 9) FORCES Qb) Max. Comp./Max. Ten. - All farces 250 (lb) or less except when shown. TOPCHORD 2-3=-1751/1376, 3-4=-1749/1339 BOT CHORD 2-6-1235/1671, 4-6- 1227/1696 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-5.0psh h-20ft; Cat. II; Exp D; Encl., GCpl-0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about Its center. 4) This buss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chard and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 3171b uplift at joint 2 and 477lb uplift at joint 4. 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 (pit) Vert: 1-3=-60, 3-5=-60, 7-10--35 2) Regular Only: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.3= 70, 3-5= 70, 7-10--20 3) IBC SC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pill Vert: 1-3=-30, 3-5=-30, 7-10=-40 4) C-C Wind: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2=170, 2-3=119, 3-4=119, 4-5=104, 7-10=-10 Horz: 1-2--180, 2-3=129, 3-4-129, 4.5=114 5) 2nd C.0 Wind: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=104, 2-3=119, 3-4=119, 4-5=170, 7-10=-10 Horz: 1-2-114, 2-3=-129, 3-4-129, 4-5=180 6) GC Wind Positive: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=1, 2-3-76, 3-4=-76, 4-5=-61, 7-10=-20 Horz: 1-2--31, 2-3-46, 3-4-46, 4-5=-31 i) 2nd C-C Wind Positive: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1.2=-61, 2-3- 76, 3-4=-76, 4-5=1, 7-10=-20 Horz: 1-2=31, 2-3=46, 3.4==-46, 4-5=31 8) MWFRS Wind Left: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2-95,2-3=61,3-4=36, 4-5=22, 7-1 0=-1 0 Horz: 1-2-105, 2-3=-71, 3-4=46, 4-5--32 9) MWFRS Wind Right: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2=26, 2-3=40, 3-4-61, 4-5=95, 7-10=-10 Harz: 1-2=-36, 2-3-50, 3-4=71, 4-5=105 ' to) MWFRS Wind Left Positive: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1.2=27, 2-3-12, 3-4=-13, 4-5=2, 7-10=-20 Horz:1-2=-57, 2-3=42, 3-4-17, 4-5=32 11) MWFRS Wlnd Right Positive : Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1.2.6, 2-3--9,3-4=12,4-5=27, 7-10=-20 Horz: 1.2=-36, 2-3=-21, 3-4-42, 4-5=57 12) MWFRS tat Wind Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=47, 2-3=61, 3-4=35, 4-5=20,7-10=-10 Horz: 1-2=-57, 2-3= 71, 3-4=45, 4-5=30 13) MWFRS 2nd Wind Parallel: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2-20, 2-3=35, 3-4=61, 4-5=47, 7-10= 10 Horz: 1.2=-30, 2-3-45, 3-4-71, 4-5=57 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1.2-47, 2-3=61, 3-4=35, 4-5=20, 7-10=-10 Horz: 1.2--57, 2-3-71, 3-4=45, 4-5=30 15) MWFRS 4th Wind Parallel: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2=20, 2-3=35, 3-4=61, 4-5=47, 7-10-10 Horz: 1.2--30, 2-3=-45, 3-4-71, 4-5=57 16) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.60, Plate Increas-1.60 Uniform Loads (plf) Vert: 1-2-27, 2-3=12, 3-4=-14,4-5=0,7-10=-20 Horz: 1-2=-57, 2-3=-42, 3-4=16, 4-5=30 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=0, 2-3=-14,3-4=12,4-5=27,7-10= 20 Horz: 1-2=-30, 2-3=-16, 3-4=42, 4-5=57 18) Uve Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 19) C-C Wind Positive + Regular: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2-37, 2-3=-94, 3A= 94, 4-5=83, 7-10=-35 Horz: 1-2= 23, 2-3=34, 3-4=-34, 4-5= 23 20) 2nd C-C Wind Positive + Regular: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2-83, 2-3=-94, 3-4=-94, 4-5=-37, 7.10=35 Harz: 1-2=23, 2-3=34, 3-4-34, 4-5=23 21) MWFRS Wind Left Positive + Regular: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pl() Vert: 1-2=-18, 2-3=-29,3.4=-47,4-5=-36, 7-10=-35 Horz: 1-2=-42, 2-3=-31, 3-4-13, 4-5=24 22) MWFRS Wind Right Positive+ Regular: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2- 33, 2.3-44, 3-4-29, 4-5-18, 7-10-35 Horz: 1-2=47, 2-3-16, 3-4=31, 4-5=42 23) MWFRS 1at Wind Parallel Positive + Regular: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pit) Scale = 1:22.2 Camber 1/8 in Vert: 1-2-18, 2-3=-29, 34=-48, 4-5=-37, 7-10=-35 Harz: 1-2=-42, 2-3=-31, 3-4=12, 4-5=23 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2=-37, 2-3-48, 3-4- 29, 4-5=-18, 7.10=-35 Horz: 1.2=-23, 2-3=-12. 3-4-31, 4.5=42 25) 1st unbalanced Regular: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3= 60, 3-5=-30, 7-10=-35 26) 2nd unbalanced Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1-3_ 30, 3-5= 60, 7-10= 35 27) 3rd unbalanced Regular Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1-3-70, 3-5- 30, 7-10-20 28) 4th unbalanced Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-30, 3-5=-70, 7-10=-20 A08A IRoof Special r "AO1 "- v"''""� " ID:LJK8cMzb7jcVaYFDOgv_Efz09z1-W5bIICyKllYeJCvCc7ws576Ri1p-D171Yn-98RYIOZPZFG -2-8-15 7-2-13 10-9-0 1011 p-8 2-8-15 7-2-13 3-6-3 0-1-8 1.09 72 4x4 = 3.00112 Scale = 121.4 Camber - 1/81n 3x6 3z4 10-9-0 LOADING (I'll SPACING 2-0-0 CSI DEFL in (loc) I/dafl Ud - PLATES GRIP TCLIL 20.0 Plates Increase 1.25 TC O.fi2 Vert(LL) 0.11 6-9 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.56 Vert(rL) -0.19 6-9 >690 240 BCLL 10.0 Rep Stress Incr YES W B 0.09 Harz(rL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2010/rP12007 (Matrix-M) Weight: 381b FT-0% LUMBER TOP CHORD 2x4 SYP M 30 •Excopt• T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc puffins. BOT CHORD Rigid ceiling directly applied or 5.3-7 oc bracing. Ma' recommends that Stabilizers and required cross bracing be installed dudn truss erection in accordance with Stabilizer Installation nulde. REACTIONS (lb/size) 2 68011-9-15 (min. 0-1-8) 4 511/0-8-0 (min.0-1-8) Max Horz 2 -28(LC 13) Max Uplift 2 = -S49(LC 8) 4 -219(LC 9) Max Grav 2 684(LC 2) 4 = 511(LC 1) FORCES (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1675/1236, 3-4=-1680/1269 BOT CHORD 2-6=-1146/1622, 4-6=-1150/1586 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.Opsh h-20ft; Cat. II; Exp D; End., 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-1.60 plate grip DOL=1.60 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 10.0psf 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, with BCDL - 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 549 lb uplift at joint 2 and 219 lb 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 Inaease-1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1.3=-60, 3-4=-60, 4-5=30, 7-10=-35 2) Regular Only: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-3=-70,3-4=-70,4-5= 30,7-10--20 3) IBC BC Uve: Lumber Inaease-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-3= 30, 3-5=-30, 7.10-40 4) C-C Wind: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2-124, 2-3=119, 3-4=120, 4.5=105, 7-10= 10 Horz: 1-2=-134, 2-3=-129, 3.4=130, 4-5=115 5) 2nd C-C Wind: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2=104, 2.3=119, 3-4-120, 4-5=-10, 7-10=-10 Horz: 1-2=-114, 2-3=-129. 3.4=130 6) C-C Wind Positive: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2=-10, 2-3= 65,3-4=-76, 4-5= 61, 7.10= 20 Horz: 1-2=.20, 2-3-35, 34=46, 4-5= 31 7) 2nd C-C Wind Positive: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2=-50, 2-3=-65, 34=-76, 4-5= 30, 7-10r20 Horz: 1-2-20. 2-3=35,-04 -46 8) MWFRS Wind Left: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2-95, 2-3=61,.3-4-40, 4-5=26, 7-10-10 Horz: 1-2--105, 2-3--71, 34=50. 4-5=36 9) MWFRS Wind Right: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (plo Vert: 1-2=20, 2-3=35, 3-4-61, 4-5=47, 7-10= 10 Horz: 1-2--30, 2-3-45, 3-4=71, 4-5=57 10) MWFRS Wind Left Positive: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pif) Vert: 1-2=27, 2-3-12, 3-4--9, 4-5=6, 7-10= 20 Horz: 1-2=-57, 2.3--42, 3-4-21, 4-5-36 11) MWFRS Wlnd Right Positive: Lumber Increase-1.60, Plate Inaease=1.60 Uniform Loads (plf) Vert: 1-2=0, 2-3=-14,3-4=12,4-5=27,7-10=-20 Horz: 1-2--30, 2-3-16, 3-4=42, 4-5=57 12) MWFRS tat Wind Parallel: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=47, 2-3=61,3-4=35,4-5=20,7-10=-10 Horz: 1.2=-57, 2-3-71, 3-4=45, 4-5-30 13) MWFRS 2nd Wind Parallel: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (plo - Vert: 1-2=20, 2-3=35, 3-4-61. 4-5=47, 7-10= 10 _ Horz: 1.2=-30, 2-3-45, 3-4-71, 4-5-57 14) MWFRS 3rd Wind Parallel: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1.2-47, 2-3-61,3-4-35.4-5=20,7-10=-10 Horz: 1-2=-57, 2-3-71, 3-4=45, 4-5=30 15) MWFRS 4th Wind Parallel: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2-20, 2-3=35,3-4=61,4-5=47,7-10--1(1 Horz: 1-2=-30, 2-3=-45, 3-4=71, 4-5=57 16) MWFRS 1st Wind Parallel Positive: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pif) Vert: 1-2=27, 2-3=12,3-4=-14, 4.5=0, 7.10- 20 Horz: 1-2=-57, 2.3- 42, 3-4.16, 4-5-30 17) MWFRS 2nd Wind Parallel Positive: Lumber Increa-1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=0, 2-3=-14, 3-4=12, 4-5=27, 7-10= 20 Horz: 1-2=-30, 2-3=-16, 3-4=42, 4-5=57 18) Uve Only: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1.3=-30, 3-5=-30, 7-10=40 19) C-C Wind Positive + Regular: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-45, 2-3=-86, 34=-95, 4-5=-54, 7-10--35 Harz: 1-2=-15, 2-3=26, 3-4r35, 4.5= 24 20) 2nd C-C Wind Positive + Regular: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2=-75, 2.3--86, 3.4=-95, 4-5-30, 7-10=-35 Horz: 1-2=15, 2.3=26, 34-35 21) MWFRS Wind Left Positive + Regular: Lumber Inaease-1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2-18, 2-3--29, 3-4--44, 4-5=-3, 7-10= 35 Horz: 1.2=-42, 2-3-31, 3-4-16, 4-5=27 22).MW FRS Wind Right Positive + Regular: Lumber Inaease=1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-3= 48, 3-4=-29, 4-5=12, 7-IG-35 Horz: 1-2= 23, 2-3=-12, 3-4=31, 4-5=42 23) MWFRS tat Wind Parallel Positive + Regular: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pif) Vert: 1.2=-18, 2-3=-29, 3-4=-48, 4-5=-7, 7.10=-35 Horz: 1.2=-42, 2-3=-31, 3-4=12, 4-5=23 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-3=-48, 34=-29, 4-5=12, 7-10=-35 Horz: 1-2=-23, 2-3=-12, 3-4-31, 4-5=42 25) tat unbalanced Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plo Vert: I.3= 60, 3-5=-30, 7-10=-35 26) 2nd unbalanced Regular: Lumber Increase=1.25, Plate Increas-1.25 Uniform Loads (of) Vert: 1-3=-30, 3-4=-60, 4-5=-30, 7-10=-35 27) 3rd unbalanced Regular Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5= 30, 7-10= 20 28)4th unbalanced Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3= 30, 3-4=-70, 4-5=-30, 7-10=-20 5 Special A0110999 -1-0-0 3.00 12 4x4 = 1.50 12 r 9-7-12 Scale - 1:19.3 2x4 ` 3x4 = LOADING(psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCOL 15.0 Lumber Increase 1.25 BCLL 10.0 Rep Stress Incr YES BCDL 10.0 Code FBC2010/TPI2007 LUMBER TOP CHORD 2x4 SP N0 .2 BOT CHORD 20 SP No.2 WEBS 20 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 5-1-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 7-2-6 oc bracing. MITek rewmmends that Stabilizers and required cross bracing be Installed dur, truss erection in accordance vAth Stabilizer Installation guide. REACTIONS (Ih/size) 2 = 41210-8-0 (min. 0-1-8) 4 495/1-4-0 (min. 0-1-8) Max Horz 2 35(LC 8) Max Uplift 2 -248(LC 8) 4 400(LC 9) Max Grav 2 412(LC 1) 4 498(LC 2) FORCES (lb) Max. Comp./Max. Ten. - All forces 250 (lb) ordess except when shown. TOPCHORD 2-3.-10101770, 3.4— 997f736 BOTCHORD 2-6..650/943, 4.6--639/961 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult-170mph (3-second gust) Vasd-132mph; TCOL.5.Opsl; BCDL.5.Opst h-20ft; Cat II; Exp D; End., GCpi.0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL.1.60 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) 4 This truss has been designed for a live load of 10.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide vAll fit between the bottom chord and any other members, Wth BCDL - 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 248lb uplift at )olnt 2 and 400lb 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 Increase-1.25 Uniform Loads (pit) Vert: 1.3=-60, 3-5=-60, 7-10=-35 2) Regular Only: Lumber Increase.1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-3.-70, 3-5=-70, 7-10-20 3) IBC BC Live: Lumber Increase-1.25, Plate Increase.1.25 Uniform Loads (pil) Vert: 1-3=-30, 3-5.-30, 7-10- 40 4) C-C Wind: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1.2.170, 2-3=132, 3-4-132, 4-5.117, 7-10_ 10 Horz: 1-2=-180, 2-3.-142, 3-4=142, 4-5.127 5) 2nd C-C Wind: Lumber Increase-1.60, Plate Increase.1.60 Uniform Loads (plf) Vert: 1-2-117, 2-3-132, 3-4=132, 4-5.170, 7-10=-10 Horz: 1-2.-127, 2-3=-142, 3-4-142. 4-5.180 6) C-C Wind Positive: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1.2.6, 2-3=-81, 3.4.-81, 4-5=-66, 7-10=-20 Horz: 1-2=-36, 2-3-51, 3-4.-51, 4-5=-36 .7) 2nd C-C Wind Positive: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pit) CS] DEFL in (loc) Well Ud TO 0.67 VBrt(LL) 0.05 6-12 >999 360 BC 0.34 Vert(TL) -0.07 6-12 >999 240 WB 0.05 Horz(TL) -0.01 4 n/a n/a (Matrix-M) Vert: 1-2=-66, 2-3=-81, 3-4.-81. 4-5=6, 7-10.-20 Horz: 1-2-36, 2-3.51, 3-4.-51. 4-5=36 8) MWFRS Wind Left: Lumber Increase-1.60, Plate Increase.1.60 Uniform Loads (plf) Vert:1-2=95, 2-3.61, 3-4.36, 4.5-22, 7-10=-10 Horz: 1-2-105, 2-3.-71, 34=46, 4-5-32 9) MWFRS Wind Right: Lumber Increase.1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 2-3=40, 3-4.61, 4-5=95, 7-10=-10 Harz: 1-2= 36, 2-3=-50, 3-4-71, 4-5-105 10) MWFRS Wind Left Positive: Lumber Increase-1.60, Plate Increas-1.60 Uniform Loads (plf) Vert: 1-2=27, 2-3.12, 34=-13, 4-5.2, 7-10=-20 Horz: 1-2-57, 2-3=42, 3-4.17, 4-5=32 11) MWFRS Wind Right Positive: Lumber Increase.1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-3.-9. 3.4-12. 4-5=27, 7-10=-20 Harz: 1-2=-36, 2.3-21, 3-4-42, 4-5.57 12) MWFRS 1st Wind Parallel: Lumber Increase.1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=47, 2-3-61, 34=35, 4-5.20, 7-10=-10 Harz: 1-2=-57, 2-3.-71, 3-4=45, 4-5.30 13) MWFRS 2nd Wind Parallel: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=20, 2.3=35, 3-4.61, 4-5=47, 7-10=-10 Horz: 1-2=-30, 2-3.-45, 34=711 4-5=57 14) MWFRS 3rd Wind Parallel: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=47, 2-3=61, 3-4.35, 4-5-20. 7.10.-10 Horz: 1-2-57, 2-3=-71, 3-4.45, 4-5=30 15) MWFRS 4th Wind Parallel: Lumber Increase.1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2-20,2-3.35. 3-4-61,4.5.47, 7-10.-10 Horz: 1-2=-30, 2-3.45, 3-4.71, 4-5-57 16) MWFRS 1st Wind Parallel Positive: Lumber Increase.1.60, Plate Increase.1.60 Uniform Loads (plf) Vert: 1-2=27, 2-3-12, 34=-14, 4-5.0. 7-10=-20 Horz: 1-2= 57, 2-3=42, 3.4.16, 4-5=30 17) MWFRS 2nd Wind Parallel Positve: Lumber Increase-1.60, Plate Increase.1.60 Uniform Loads (plf) Vert: 1-2.0, 2-3=-14, 3.4.12, 4-5=27, 7-10.-20 Horz: 1-2=-30, 2-3.-16, 3-4-42, 4-5-57 18) Live Only: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-3=-30, 3-5=-30, 7-10=-40 19) C-C Wind Positive+ Regular: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=-33, 2-3= 98. 3-4-98, 4-5=-87, 7-10.-35 Horz: 1.2.47, 2-3=38, 3-4=-38. 4-5=.27 20) 2nd C-C Wind Positive + Regular: Lumber Increase-1.60, Plate Increase.1.60 Uniform Loads (plf) Vert: 1-2= 87, 2.3= 98, 3-0r98, 4-5.-33, 7-10=-35 Horz: 1-2=27, 2.3=38, 3.4=.38, 4-5.27 21) MWFRS Wind Left Positive +Regular: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2.-18, 2-3=-29, 3-4.-47, 4-5=-36, 7-10.-35 Horz: 1-2=-42, 2-3.-31, 34-13. 4-5.24 22) MWFRS Wind Right Positive + Regular: Lumber Increase=1.60, Plate Increase.1.60 Uniform Loads (plf) Vert: 1.2-33, 2-3=-44, 34 -29, 4-5=-18, 7.10.-35 Horz: 1.2==47, 2-3.-16, 3-4-31, 4-5-42 23) MWFRS 1st Wind Parallel Positive+Regular: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2-18, 2-3=-29, 3-4.-48, 4-5=-37, 7.10-25 Horz: 1.2=-42, 2-3=.31, 3-4-12, 4.5.23 PLATES GRIP MT20 244/190 Weight: 28 lb FT.O% 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase.1.60, Plate Increase.1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-3=-48, 3-4=-29, 4-5=-18, 7-10=-35 Horz: 1-2=-23, 2.3.-12, 3-4=31, 4-5=42 25) 1st unbalanced Regular: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-60, 3-5.-30, 7-10a35 26) 2nd unbalanced Regular: Lumber Increase.1.25, Plate Increase-1.25 Uniform Loads (df) Vert: 1-3=-30, 3-5_ 60, 7-10--35 27) 3rd unbalanced Regular Only: Lumber Increase.1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1-3=-70, 3.5==-30, 7-10.-20 28) 4lh unbalanced Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1.3=-30, 3-5.-70, 7-10=-20 Roof Special Girder A01 -2-8-15 ID:LjK8cMzb7jcVaYFDOgv_Efz09z1-- 3-5-15 6x6 ZZ 5-7-11 1.09 12 3.00112 3-5-15 NA 1 3-5-15 2-1-12 LOADING (psQ SPACING 2-0.0 CS] DEFL In Qac) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) -0.01 6 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.21 Vert(TL) -0.01 6 >999 240 BCLL 10.0 ' Rep Stress Incr NO W B 0.03 Horz(rL) 0.00 2 n/a n/a BCDL 10.0 Code FBC20101TPI2007 (Matrix-M) Weight: 22 lb FT=0 LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0 .2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5.7.11 oc pudlns. BOTCHORD 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 guide. REACTIONS (lb/size) 2 42311-9-15 (min. 0-1-8) 4 177/0-8-0 (min. 0-1-8) Max Horz 2 20(LC 4) Max Uplift 2 . -437(LC 4) 4 -114(LC 9) Max Grav 2 = 441(LC 2) 4 - 203(LC 20) FORCES (Ib) Max. CompJMax. Ten. - All farces 250 (Ib) or less except when shown. TOPCHORD 2-3=-fi50/434, 3-4-281/151 BM CHORD 2-6--315/500, 4-6=-148/278 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; BCOL.S.Opsr; h-20ih Cat. II; Exp D; Encl., GCpI-0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL-1.60 plate grip DOL.1.60 3) Plates checked for a plus or minus 0 degree rotation about Its center. 4) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent With any other live loads. 5)' This truss has been designed for a live load of 10.0psf 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, with BCDL - 10.epsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 437lb uplift at joint 2 and 114lb uplift at Joint 4. 7) "Seml-rigid Ptchbreaks 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 suffident to support concentrated load(s) 63 lb down and 88 lb up at 3-5-15 on top chord, and 39 Ib up at 3.4-3 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 (pIQ Vert: 1-3--60, 3-4-60, 4-5--30, 7-10-35 Concentrated Loads Qb) VerN-66(B) 6=39(B) 2) Regular Only: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3= 70,3.4=-70,4-5= 30,7-10=-20 Concentrated Loads (1b) Vert: 3-63(13) 6=31(8) 3) IBC 80 Uve: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1-3--30, 3-5=-30, 7-10--40 Concentrated Loads (lb) Vert: 3=26(B)6=35(B) 4) MWFRS Wind Left: Lumber Increase=1.60, Plate Increase.1.60 Uniform Loads (pit) Vert: 1.2=95, 2.3=61, 3.4-40, 4.5-26, 7-10--10 Horz: 1-2=-105, 2-3=-71, 3-4=50, 4-5=36 Concentrated Loads Vic) Vert: 3=-63(8) 6-10(B) 5) MWFRS Wind Right: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pIQ Vert:1-2-20,2-3-35,3-4.61,4-5.47,7-10.-10 Horz: 1-2=-30, 2.3=45, 3-4=71, 4-5-57 Concentrated Loads (1b) Vert: 3=-11(B) 6=10(B) 6) MWFRS Wind Left Positive: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pIQ Vert: 1-2-27, 2-3=12, 3-4-9, 4-5=5, 7-10-20 Horz: 1-2-57, 2-3— 42, 3-4-21, 4-5=36 Concentrated Loads Qb) Vert: 3=36(B) 6=30(B) 7) MWFRS Wind Right Positive: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pIQ Vert: 1-2=0,2-3=-14,3-4=12, 4-5=27, 7-10=-20 Horz: 1.2-30, 2-3.-16, 3-4-42, 4-5-57 Concentrated Loads (Ib) Vert: 3=88(8) 6=39(B) 8) MWFRS 1st Wind Parallel: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2-47, 2-3=61, 3-4.35, 4-5-20, 7.10--10 Horz: 1-2--57, 2-3.-71, 3-4-45, 4-5.30 Concentrated Loads Qb) Vert: 3=-63(B) 6=10(B) 9) MWFRS 2nd Wind Parallel: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pIQ Vert: 1-2-20, 2-3=35, 3-4=61, 4-5.47, 7-10-10 Horz: 1.2=-30, 2.3=-45, 3.4-71, 4.5-57 Concentrated Loads Qb) Vert: 3= 11(B) 6.10(B) 10) MWFRS 3rd Wind Parallel: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pIQ _ Vert: 1-2=47, 2-3-61, 3-4.35, 4-5.20, 7-10--10 Horz: 1-2=-57, 2-3-71, 3-4-45, 4-5=30 Concentrated Loads (1b) Vert: 3--63(8) 6-10(B) 11) MWFRS 4th Wind Parallel: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pIQ Vert: 1-2-20, 2-3=35, 3-4-61, 4-5.47, 7-10=-10 Harz: 1-2--30, 2-3-45, 3.4-71, 4-5-57 Concentrated Loads (1b) Vert: 3-11(B) 6.10(B) 12) MWFRS tat Wind Parallel Positive: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=27, 2-3=12, 3-4=-14, 4-54, 7.10=-20 Horz: 1-2= 57, 2-3-42, 3-4=16, 4-5=30 Concentrated Loads Qb) Vert: 3.36(B)6-30(B) 13) MWFRS 2nd Wind Parallel Positive: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pIQ Vert: 1.2.0, 2-3.-14, 3-4.12, 4-5.27, 7-10.-20 Horz: 1-2-30, 2-3-16, 3-4-42, 4-5-57 Concentrated Loads (1b) Vert: 3=88(8) 6--30(B) 14) Live Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pIQ Vert: 1-3=-30, 3-5=-30, 7.10. 40 Concentrated Loads Qb) Vert: 3-26(B)6=35(B) 15) MWFRS Wind Left Positive + Regular: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pIQ Scale - 1:15.7 Vert: 1-2--18, 2-3.-29, 3-4.-44, 4-5--3, 7-10--35 Horz: 1-2.-42, 2-3.-31, 3-4-16, 4-5-27 Concentrated Loads Qh) Vert: 3.39(8) 6.30(B) 16) MWFRS Wind Right Positive + Regular: Lumber Increase=1.60, Plate Increase.1.60 Uniform Loads (pIQ Vert: 1-2=-37, 2-3--48, 3-4=-291 4-5-12. 7-10.-35 ' Harz: 1-2.-23, 2-3.-12, 3-4-31, 4-5=42 Concentrated Loads Qb) Vert: 3=78(8)6-30(B) 17) MWFRS 1st Wind Parallel Positive+ Regular: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pIQ Vert: 1-2--18, 2-3--29, 3-4.-48, 4-5-7, 7-10--35 Horz: 1-2--42, 2-3--31, 3-4-12, 4-5=23 Concentrated Loads Vic) Vert: 3.39(8) 6.30(B) 18) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1.2--37, 2-3=-48, 3-4=-29, 4-5-12, 7-10.-35 Horz: 1.2--23, 2.3--12, 3.4-31, 4.5-42 Concentrated Loads Vic) Vert: 3.79(B)6=30(B) 19) let unbalanced Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pIQ Vert: 1.3--60, 3-5--30, 7.10--35 Concentrated Loads Qb) Vert: 3.66(B) 6.39(B) 20) 2nd unbalanced Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pIQ Vert: 1-3-30, 34-60, 4-5-30, 7-10-35 Concentrated Loads Vol Vert: 3.6(9) 6.39(B) 21) 3rd unbalanced Regular Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pIQ Vert: 1-3--70, 3-5--30, 7.10--20 Concentrated Loads (lb) Vert: 3.83(9) 6.31(B) 22) 4th unbalanced Regular Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1-3--30, 3.4--70, 4.5--30, 7-10-=-20 Concentrated Loads (Ib) Vert: 3.3(B) 6.31(B) OG I ROOF SPECIAL GIRDER A0111001 : ' ' ' —° ID:LjK6cMzb7jcVaYFDogv_Efz09z1-SUjEpdLCRf6MyV3akkyKE_AAiCUM -1-0-0 1-4-12 4-2-3 6-2-3 1-0-0 1-4-12 2-9-7 2-0-0 4x4 = aon Fiff 1.50 12 2x4 _ 2x4 II 1-4-12 LOADING (psf) SPACING 2-0-0 CS DEFL In Qoc) Well Ud PLATES GRIP TCLL 20.0 Plates Invease 1.2-1 TC 0.37 Vert(LL) -0.00 6 >999 360 MT20 2441190 TCDL 15.0 Lumber Invease 1.25 BC to Vert(TL) -0.00 6 >999 240 BCLL 10.0 • Rep Stress Ina NO W B 0.02 Haa(TL) -0.00 4 Na Na BCDL 10.0 Code FBC2010lfP12007 (Matrix -NI) Weight: 1816 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 4-2.3 oc pudins. BOT CHORD Rigid telling directly applied or 10-0.0 cc bracing. MiTek recommends that Stabillzers and required cross bracing be Installed Burin truss erection in accordancewith Stabilizer Installation guide. REACTIONS (lb/size) 2 190/0-8-0 (min. 0-1-8) 4 315/1.4.0 (min. 0-1-8) Max Horz 2 . 27(LC 4) Max Uplift 2 = -185(LC 4) 4 -321(LC 5) Max Grav 2 . 216(LC 19) 4 = 325(LC 2) FORCES (lb) Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown TOP CHORD 3-4=-361/243 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-5.0psh h=20ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL-1.60 plate grip DOL-1.60 ca 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 10.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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 185lb uplift at joint 2 and 321 lb 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. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 461b down and 105 lb up at 1-4-12 on top chord, and 26lb up at 1-4-12 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 (plf) Vert: 1-3=-60,3-5=-60, 7.10--35 Concentrated Loads (1b) Vert: 3=47(F) 6.26(F) 2) Regular Only: Lumber Increase.1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 7-10.-20 Concentrated Loads Qb) Vert: 3=62(F)6=22(F) 3) IBC BC Uve: Lumber Increase.1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1.3=-30, 3-5=-30, 7-10=40 Concentrated Loads Qb) Vert: 3=15(F) 6=23(F) 4) MWFRS Wind Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2-95, 2-3=61, 3-4.36, 4-5=22, 7-10= 10 Horz: 1-2-105, 2-3- 71, 3-4.46, 4-5=32 Concentrated Loads Qb) Vert: 3=3(F) 6.6(F) 5) MWFRS Wind Right: Lumber Increase-1.60, Plate Increase.1.60 . Uniform Loads (plf) Vert: 1-2-26, 2-3-40, 3-4-fit, 4-5=95, 7-10=-10 Herz: 1-2= 36, 2-3.-50, 3-4=71, 4-5-105 Concentrated Loads Qb) Vert: 3=46(F) 6=6(F) 61 MWFRS Wind Left Positive: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=27, 2.3.12, 3-4=-13, 4-5=2, 7-10=-20 Horz: 1-2=-57, 2-3=-42, 3-4-17, 4-5=32 Concentrated Loads Qb) Vert: 3=102(F)6=26(F) 7) n form Wind (plRight Positive: Lumber Increase=1.60, Plate Increas-1.60 U Vert: 1-2-6, 2-3-9, 3-4=12, 4-5.27, 7-10= 20 Horz: 1.2=-36, 2-3-21, 3-4.42, 4-5=57 Concentrated Loads Qb) Vert: 3=52(F) 6-26(F) 8) MWFRS 1st Wind Parallel: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2=47, 2-3=61, 3-4=35, 4-5=20, 7-10= 10 Horz: 1-2=-57, 2-3=-71, 3-4=45, 4-5=30 Concentrated Loads Qb) Vert: 3=6 F) 6=6(F) 9) MWFRS 2nd Wind Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=20, 2-3.35, 3.4=61, 4-5.47, 7A0=-10 Horz: 1-2=-30, 2-3=-45, 3-4-71, 4-5=57 Concentrated Loads Qb) Vert: 3..46(F) 6.6(F) 10) MWFRS 3rd Wind Parallel: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=47, 2-3-61, 34.35, 4-5.20. 7-10=-10 Horz: 1-2= 57, 2-3--71. 3-4=45, 4-5--30 Concentrated Loads Qb) Vert: 3=6(F) 6=6(F) 11) MWFRS 4th Wind Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2-20, 2-3--35, 3-4-51, 4-5=47, 7-10=-10 Hors: 1-2-30, 2-3=-45. 3-4.71, 4-5=57 Concentrated Loads (lb) Vert: 3=46(F) 6.6(F) 12) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert:1-2-27,2-3-12, 3.4.-14,4-5=0,7-10=-20 Horz: 1-2=-57, 2.3-42, 3-4-16. 4-5=30 Concentrated Loads (b) Vert: 3,105(F) 6=26(F) 13) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.60, Plate Increas-1.60 Uniform Loads (plf) Vert: 1-2.0, 2-3.-14, 3-4=12, 4.5-27, 7-10=-20 Horz: 1-2-30, 2-3-16, 3-4.42, 4-5=57 Concentrated Loads Qb) Vert: 3=52(F) 6.26(F) 14) Live Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3-30, 3-5=30, 7-10- 40 Concentrated Loads Qb) Vert: 3=15(F) 6.23(F) 15) MWFRS Wind Left Positive + Regular: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2-18, 2-3-29, 34=-47, 4-5= 36, 7-10=-35 Horz: 1-2= 42, 2-3=-31, 3-4.13, 4-5=24 Concentrated Loads Qb) Scale - 1:13.5 Vert: 3.88(F) 6=26(F) 16) MWFRS Wind Right Positive + Regular: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2-33, 2-3.-44, 34 -28. 4-5=48, 7.10-35 Horz: 1-2=.27, 2-3=-16, 3-4.31, 4-5=42 Concentrated Loads Qb) Vert: 3=51(F) 6=26(F) 17) MWFRS 1st Wind Parallel Positive + Regular: Lumber Increase-1.60, Plate Increase -I ' 60 Uniform Loads (plf) Vert: 1-2-18, 2-3=-29, 34=-48, 4-5= 37, 7-10=-35 Horz: 1-2-42. 2.3=-31, 3.4-12, 4-5-23 Concentrated Loads Qb) Vert: 3=90(F)6=26F) 18) MWFRS 2nd Wind Parallel Positive +Regular: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2= 37, 2-3=48, 3-4=-29, 4-5-18. 7-10=-35 Horz: 1-2=-23, 2-3=-12, 3-4-31, 4-5=42 Concentrated Loads Qb) Vert: 3=51(F) 6=26(F) 19) 1st unbalanced Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-3- 60, 3-5.-30, 7-10=-35 Concentrated Loads Qb) Vert: 3=-13(F) 6=26(F) 20) 2nd unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-30, 3.5=-60, 7-10=-35 Concentrated Loads Qb) Vert: 3.47(F) 6.26(F) 21) 3rd unbalanced Regular Only: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3.5.-30, 7-10=-20 Concentrated Loads Qb) Vert: 3=-18(F) 6=22(F) 22) 41h unbalanced Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-30, 3-5--70, 7-10=-20 Concentrated Loads (lb) Vert: 3=62(F)6=22(F) russTruss Type FL01 Floor 8 1 A0111002 Job Reference o onal �vr Ttn� ea X7F TRUSSES, FORT PIERCE, FL 3494fi, LENNY AMATO ID:LJK8cMzb7JcVaYFDQgv_EfzO9z1-Osgy�.JQ(2 Gp�zr� o � 0o❑atih���tC�fllm� zFziiG1 0-3-11 H , 2-6-0 off 2-0-0 of s a� Scale. 3/ 0-�3� 1 •_,, Camber. 3/16 In 5x6 = 3x3 = 22 3x4 = 3x4 = 3x3 = 3x3 = 3x6 FP= 21 20 19 18 17 16 15 48 = 3x8 MT20H FP= 3x6 = 3x6 = 48 = 0 3-11 0-3- 1 Plate Offsets (X Y): [1:0-1-8 Edge) [13:0-1-8 Edgel [15:0-2.4 Edge) [21:0-3-12 Edg, LOADING (PSI) 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 FBC2010/TPI2007 LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SYP M 31(flat) WEBS 2x4 SP No.3(flat)'Except' W2: 2x4 SP No.2(flat) BRACING TOPCHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/slze) 1 . 1068/0.3-3 (min. 0.1-8) 13 - 106810-3.3 (min. 0-1-8) FORCES (Ib) Max. CompJMax. Ten. - Al forces 250 (Ib) or less except When shown. TOPCHORD 1.2=4051 /0, 2-3.-2046/0. 3-4.-2046/0, 4-5=-4140/0, 5-6=-4140/0, 6-7=1 248/0, 7-8.-4140/0, 8-9=-4140/0, 9-10--4140/0,10.11.-2046/0, 11-12.-2046/0,12-13--2051/0 BOTCHORD 20-21=0/3388, 19-20-0/3388, 18-19-0/4248, 17-18-0/4248, 16-17=0/4248, 15-16=0/3388 WEBS 1-21=02233,4-21.-1483/0,4-19.0/831,5-19.-259/99, 6.19.-619262, 13-15=0/2233, 10-15=-1483/0, 10-16.0/831, 8-16.-259/99, 7-16-619262 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) All plates are 1.5x4 MT20 unless otherwise Indicated. 4) Plates checked for a plus or minus 0 degree rotation about Its center. 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 cc and fastened to each truss with 3-10d (0.131' X 31 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 (pit) Vert: 14-22=-10, 1.13=-100 2) Live Only: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (pit) Vert: 14-22-10, 1-13--100 3) 1st chase Flow: Lumber Increase-1.00, Plate Increase=1.00 Uniform Loads (pin Vert: 14-22-10, 1-7=-100, 7-13=-20 4) 2nd chase Floor: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (plf) Vert: 14-22.-10,1-6=-20, 6-13=-100 5) 3rd chase Live Only: Lumber Increase=1.00, Plate Increase-1.00 Uniform Loads (pit) - Vert: 14.22=-10, 1-7.-100,7-13=-20 6) 4th chase Live Only: Lumber Increase=1.00, Plate Increase-1.00 Uniform Loads (plf) Vert: 14-22-10,1-6--20, 6.13--100 CSI DEFL In floc) Well L/d TC 0.86 Vert(LL) -0.33 17-18 >702 480 BC 0.58 Vert(TL)-0.5217-18 >446 360 WB 0.65 Hwz(TL) -0.09 13 n/a n1a (Matrix) PLATES GRIP MT20 244/190 MT20H 187/143 Weight: 104 lb FT=0%F,0%E 0 1' 0-3-11 H i 2-6-0 Floor Girder 11 2 Job Referer ID:LjKecMzb7jcVaYFDQgv_EfzO9z1 1-10.12 1 1-10-12 , 3x6 = 18 17 16 15 14 4x10 = 3xB MT201-1 FP= 3x6 = 3x6 = 410 = LOADING (psf) TCLL 40.0 TOOL 10.0 BCLL 0.0 BCDL 5.0 - SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr NO Code FBC2010/TPI2007 CSI TO 0.53 BC 0.61 W B 0.81 (Matrix) DEFL In (too) Well Vd Vert(LL) -0.34 15.16 >690 480 Vert(TL) -0.53 15-16 >444 360 Hoa(TL) -0.08 12 n/a n/a LUMBER TOPCHORD 2x4 SYP M 30(flat) BOTCHORD 2x4 SYP M 31(flat) WEBS 2x4 SP No.3(flat)'Except* W2: 2x4 SP No.2(flat) BRACING TOPCHORD Structural mod sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ' REACTIONS (Ibrslze) 1 = 192210-3-3 (min. 0-1-8) 12 = 2563/0-3-3 (min. 0-1.8) FORCES Qb) Max. Camp./Max. Ten. - All forces 250 (lb) or less except when sham. TOPCHORD 1-2-3902/0. 2.3.-3898/D, 3-20=-3898/0, 4-20.-3898r0, 4-21-8880/0, 5-21.-8880/0, 5-6-8880/0, 6-7=-9530/0, 7-8-9630/0. B-9--9530/0, 9-22.-5079/0, 10-22=-5079/0, 10-23=.5079/0,11.23-5079/0, 11-12=-508810 BOTCHORD 17-18=0/6916, 16-17-0/6916, 15.16=0/9563, 14-15.0/8126 WEBS 12-14=0/5541, 1-18=0/4253, 10-14--737/0,9-14=-3369/0, 4-18-3337/0, 9-15=0/1552, 4-16-0/2171, 7-15— 599/0, 5-16= 462/0, 6-16-80310 NOTES 1) Fasten trusses together to act as a single unit as per standard Industry detail, or loads are to be evenly applied to all plies. 2) All plates are MT20 plates unless otherwise Indicated. 3) Plates checked for a plus or minus 0 degree rotation about Its center. 4)'Seml-rigld pitchbreaks Wth fixed heels' Member end fixity model me 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 (0.13V X 3') nails. Strongbacks to be attached to walls at theli 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 (pit) Vert: 13.19..10, 1-12=-100 Concentrated Loads (lb) Vert: 8=-366 7.-319 5-226 6-277 20-130 21.-163 22=-411 23- 457 2) Uve Only: Lumber Increase.1.00, Plate Increase-1.00 Uniform Loads (pit) Vert: 13-19.-10, 1-12=-100 Concentrated Loads (1b) Vert: 8=-366 7=-319 5=-226 6=-277 20= 130 21-A 63 22=-411 23- 457 PLATES GRIP MT20 244/190 MT20H 187/143 Weight: 207 lb FT-0%F, 0%E A0111003 ScaleL S e 1:32.7 Camber = 2116 In 14 1 Job Truss Truss Type City y 56070 FL02G Floor Girder 1 A0111004 2 Job Reference o 0 Al ROOF TRUSSES, FORT PIERCE, FL 34946, LENNY AMATO Ps 1oogW1�LID:LjK8cMzb7JcVaYFDOgv_EfzOgz1-s68R 8dAiz9cLgM6.89ijjA%g 0-3-11 H, 2-6-0 0� 9 4� 2-0-0 Scale. 3/ •.1 Camber =1/81n 3x4 = 22 21 - 20 19 18 17 16 15 14 4x8 = 3x6 FP = 3x6 = 3x6 = 3x8 = a LOADING (psf) TCLL 40.0 TCDL 10.0 BCLL a,a BCDL 5.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Ina NO Code FSC2010/TPI2007 CS] TC 0.86 BC 0.58 WB 0.71 (Matrix) DEFL In Qoc) I/dell Vert(LL) -0.23 18 >994 Vert(TL) -0.36 18 >639 Hoa(TL) -0.05 13 n/a Ud 480 360 n/a LUMBER TOP CHORD 2x4 SYP M 31(flat) SOT CHORD 2x4 SYP M 31 if at) WEBS 2x4 SP No.3(flat)'Except' Uniform Loads (plf) W2: 2x4 SP No.2(flat) Vert: 14-22.-10, 1-6= 20, 6.13=-100 BRACING Concentrated Loads Qb) TOP CHORD Vert: 23-1312(F) Structural wood sheathing directly applied or 6-0-0 oc purtlns, except end verticals. 5) 3rd chase Uve Only: Lumber Increase=1.00, Plate Increase-1.00 BOT CHORD Uniform Loads (plf) Rigid ceiling directly applied or 10-0-0 oc bracing. Vert: 14-22=-10, 1-7=-100, 7-13=-20 Concentrated Loads Qb) REACTIONS (Ib/size) Vert: 23=-1312(f) 1 = -" 208810-3-3 (min. 0-1-8) 6) 4th chase Uve Only: Lumber Increase.1.00, Plate Increase-1.00 13 1279/0-3-3 (min. 0-1-8) Uniform Loads (pit) " Vert: 14-22=-10, 1-6= 20, 6-13--100 FORCES Qb) Concentrated Loads Qb) Max. Comp./Max. Ten. - Al forces 250 (lb) or less except when shown. Vert: 23=-1312(F) TOPCHORD 1-2=-4417/0, 2-3.-4416/0, 3-23.-4416/0, 4.23=-4416/0, 4-5-615110, 5-6-6151/0, 6-7=-5943/0. 7-8= 5472/0, 8-9.-5472/0, 9.10=-5472/0, 10-11=-2501/0, 11-12=-2501/0, 12-7-2506/0 BOTCHORD 20-21=0/5999, 19-20=0/5999, 18-19.0/5943, 17.18.0/5943, 16-17-0/5943, 15-16-0/4293 WEBS 6-18=-439/0,7-17-0/426, 1-21.0/4819, 3-21m-1221/0. 4-21=-1750/0, 5-19=-271/120, 6-19.-56/827, 13-15.0/2729, " 10-15.-1981/0, 10-16-0/1304, 8-16=-116/275,7-16=-1269/0 NOTES 1) Fasten trusses together to act as a single unit as per standard Industry detail, or loads are to be evenly applied to all plies. 2) Unbalanced floor live loads have been considered for this design. 3) All plates are 1.Sx4 MT20 unless otherwise Indicated. 4) The wild section of the plate Is required to be placed over the splice line at jolnt(s) 20. 5) Plate(s) at jolnt(s) 22, 14, 1, 9, 2, 12, 13, 18, 6, 17, 7, 21, 3, 4, 19, 5, 15, 11, 10, 16 and 8 checked for a plus or minus 0 degree rotation about Its center. 6) Plate(s) at joint(s) 20 checked for a plus or minus 5 degree rotation about Its center. . 7) "Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131• X 31 nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ' 9) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500In. 10) Hanger(s) or other connection devlce(s) shall be provided sufficient to support concentrated load(s) 1312lb down at 3-8-7 on top chord. The deslgn/selectlon of such connection devlce(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (9). LOAD CASE(S) 1) Floor: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (pit) Vert: 14.22=-10,1.13=-100 Concentrated Loads Qb) Vert: 23_ 1232(F) 2) Uve Only: Lumber Increase-1.00, Plate Increase.1.00 Uniform Loads (plf) Vert: 14-22.-10,1-13.-100 Concentrated Loads Qb) Vert: 23=-1232(F) 3) 1st chase Floor: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (pit) Vert: 14-22-10, 1.7.-100, 7-13.-20 Concentrated Loads Qb) Vert: 23=-1312(F) 4) 2nd chase Floor: Lumber Increase-1.00, Plate Increase-1.00 PLATES GRIP MT20 244/190 Weight: 209 lb FT.0%F, 0%E A 0-3-11 H' 2-6-0 46 11 3x3 = 1.Sx4 11 I. 1.5x4 II 3x6 = ' 1�4 3x4 = 3x6 = A 6 2-0-0 2-0-12 0-,3-11 St@e 6132.7 3x4 = 1.Sx4 11 3x6 FP= 3x3 = 1.Sx4 II 3x3 = Sx6 = 6 7 8 9 10 11 12 3x6 FP= 3x6 = 3x8 = 1.5x4 11 1.5x4 11 3x6 = 1.Sx4 II 0 - 1 7-6-7 19-10-3 011 7-2-12 12-3-12 Plate Offsets MY): [1:0-3-0,Edge , [8:0-1-B,Edge], [12:0-1-8,Ecige], [14:0-2gEdgel LOADING 44 SPACING 2-0-0 CS! DEFL In [loc) Well Ud TCLL 40.0 Plates Increase 1.00 TC 0.54 Vert(LL) -0.10 14-15 >999 480 TCDL 10.0 Lumber Increase 1.00 BC 0.65 Vert(TL) -0.14 14-15 >999 360 BCLL 0.9 Rep Stress Incr YES WS 0.73 Horz(TL) -0.02 12 n/a n/a BCDL 5.0 Code FBC2010fTP12007 (Matrix) LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) Vert: 13-21=-10, 1.8.-100, 9-12=-20 BRACING 8) 2nd chase Floor: Lumber Increase-1.00, Plate Increase.1.00 TOP CHORD Uniform Loads (plf) Structural mod sheathing directly applied or 6-0-0 oc purlins, except end verticals. Vert: 13-21m-10, 1-5-100. 5.8-20. 8-12.-100 BOT CHORD 9) 3rd chase Live Only: Lumber Increase.1.00, Plate Increase.1.00 Rigid calling directly appiied or 10-0-0 cc bracing, Except: Uniform Loads (plf) 6-0-0 oc bracing: 18-20,17-18. Vert: 13-21c10, 1-9.-100, 9-12=-20 10) 4th chase Live Only: Lumber Increase-1.00, Plate Increase=1.00 REACTIONS Qb/size) Uniform Loads (pit) 1 - 260/0-3-3 (min. 0-1-8) Vert: 13-21=-10, 1-5=-100,5.8= 20,8-12=-100 12 = 596/0.3-3 (min. 0-1-8) 1B 128010-8.0 (min. 0-1-8) Max Uplift 1 -12(LC 4) Max Grav 1 359(LC 8) 12 604(LC 4) 18 . 1280(LC 1) FORCES (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-2=-528/88, 2-3— 524/88, 3-4=-524/88, 4-5=0/933, 5-6--658/0, 6-7=-658/0, 7-8=-658/0, B-9.-1343/0, 9-10=-1044/0, 10-11.-1044/0,11-12=-1048/0 BOTCHORD 19-20=-393/345,18-19.=-393/345,17-18=-933/0,16-17-0/1343, 15-16=0/1343, 14-15-0/1343 WEBS 518=-837/0, 1-20.-96/572, 3-20=-288/0, 4-20-0/519, 4.18.-825/0, 8-17=-785/0, 6.17=-278/0, 5-17-0/1444, 12-14-0/1139, 10-14.-270/0, 8-14=-356/0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at Joint 1. 4) "Seml-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 31 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) CAUTION, Do not erect truss backwards. LOAD CASE(S) 1) Floor: Lumber Increase.1.00, Plate Increase-1.00 Uniform Loads (plf) Vert: 13-21=-10, 1-12.-100 2) Live Only: Lumber Increase=1.00, Plate Increase.1.00 Uniform Loads (plf) Vert: 13-21=-10, 1-12.-100 3) fat unbalanced Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pif) Vert: 13-21=-10, 1-5=-100, 5.12=-20 4) 2nd unbalanced Floor: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (plf) Vert: 13-21=-10, 1-5=-20, 5.12.-100 5) 3rd unbalanced Uve Only: Lumber Increase-1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 13-21-10, 1-5=-100, 5-12.-20 6) 4th unbalanced Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 13-21=-10, 1-5=-20, 5.12.-100 7) 1st chase Floor: Lumber Increase=1.00, Plate Increase=1.00 ' Uniform Loads (plf) PLATES GRIP MT20 244/180 Weight: 105 lb FT=0%F,0%E r 4 56070 IFL03AG Girder 0 A01 Al ROOF TRUSSES, FORT PIERCE, FL 34946, 1 0-3-11 H 2-6-0 4x6 11 3x3 = 1.Sx4 11 1 2 3 I 1.5x4 II 3x6 = 1f- 10 4 3x4 = 4 5 4x10 = ID:LJK8cMzb7jcVaYFDOgv_EfzO9zi=LPyif?bfLtlbr47iJlCd;z l-GL'q-L675M92T4df7Lih4zr'zfiA 1-6-3 2-0-0 2-0-12 0-3-11 a 1:32.7 1.5x4 1148 = 3x6 FP= 3x3 = 3x3 = 1.Sx4 11 3x3 = Sx6 = 6 7 a 9 10 11 12 13 3x6 FP= 3x6 = 4x10 = 3x8 = 1.Sx4 11 1.5x4 11 3x6 = 1.5x4 II I . 0-3-11 7-6-7 11-0-4 0-3-11 7-2-12 13-5-13 ' Plate Offsets (X Y): rt:0-3-0 Edgel [4:0-1-12 Edge [5:0-3-0 Edge] [7:0-2-0 Edge] [13:0.1-8 Edge] [15A-1.8 Edgel [18:0-2-0 Edge] p9:044,Edgel LOADING (par) SPACING 2-0-0 CSI DEFL In Qoc) Well Ud TCLL 40.0 Plates Increase 1.00 TC 0.62 Vert(ILL) -0.11 17-18 >999 480 TCDL 10.0 Lumber Increase 1.00 BC 0.85 Vert(TL) -0.17 17-18 >875 360 BCLL 0.0 Rep Stress Incr NO WB 0.91 Harz(rL) .0.01 13 n/a n/a BCDL 5.0 Code FBC2010rrP12007 (Matrix) LUMBER TOP CHORD 2x4 SYP M 30(flat) BOTCHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat)'Except• Vert: 18=-218(8) W6: 2x4 SP No.2(flat) 4) 2nd unbalanced Floor: Lumber Increase=1.00, Plate Increase-1.00 BRACING Uniform Loads (pl() TOP CHORD Vert: 14-23= 10, 1.5=-20, 5-13- 100 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Concentrated Loads Qb) BOT CHORD Vert: 18=-800(B) Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5) 3rd unbalanced Live Only: Lumber Inaease.1.00, Plate Increase-1.00 6-0-0 oc bracing: 20-22,19-20. Uniform Loads (plf) Vert: 14-23--10, 1-5.-100, 6-13=-20 REACTIONS (Ib/slze) Concentrated Loads (lb) 1 - 44/0-3.3 (min. 0-1-8) Vert: 18=-218(B) 13 700/0.3.3 (min. 0.1-8) 6) 41h unbalanced Live Only: Lumber Increase-1.00, Plate Increase-1.00 20 2191/0-8-0 (min. 0-1-8) Uniform Loads (plf) Max Uplift Vert: 14-23-10, 1-5=-20. 5.13- 100 1-228(LC 4) Concentrated Loads Qb) Max Grav Vert: 18- 800(B) 1 291(LC 8) 7) 1st chase Floor: Lumber Increase=1.00, Plate Increase-1.00 13 = 7099(LC 4) Uniform Loads (pit) 20 2191(LC 1) Vert: 14-23.-10, 1-10.-100, 10-13=-20 Concentrated Loads Qb) FORCES Qb) Vert: 18=-800(B) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 8) 26d chase Floor: Lumber Increase-1.00, Plate Increase-1.00 TOP CHORD Uniform Loads (plf) " 1-2=-381/552, 2-3=-377/552, 34=-377/552, 4-5=02155, Vert: 14-23=-10, 1.5=-100, 5-9-20. 9-13.-100 5-6-90210, 6-7-902/0, 7-8-1670/0, 8-9-1670/0, Concentrated Loads Qb) , 9-10=-1847/0, 10-11.-1250/0, 11-12.-1250/0, 12-13.-1255/0 Vert: 18-218(B) BOT CHORD 9) 3rd chase Live Only: Lumber Increase-1.00, Plate Increase=1.00 21-22-13 1 415Z 20-21=-1314/52, 19-20=-2155/0, Uniform Loads(plf) 18.19-0/1599, 17.18.0/1847,16-17.0/1847, 15-16.0/1847 Vert: 14-23=-10, 1-10=-100, 10-13-20 WEBS Concentrated Loads Qb) 5-20.-1536/0, 1-22=-602/411, 3-22-30410, 4-22=0/1012, Vert: 18=-800(B) 4-20--1203/0, 9.18.490/0, 5-19-0/3091, 13-15-0/1364, 10).4th chase Live Only: Lumber Increase=1.00, Plate Increase-1.00 11-15--261/23, 10-15.-701/0, 7-18.0/992,7-19.-1320/0 Uniform Loads (pit) Vert: 14-23.-10, 1-5.-100, 5-9=-20, 9-13-100 NOTES Concentrated Loads Qb) 1) Unbalanced floor live loads have been considered for this design. Vert: 18.-218(B) 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 228lb uplift at Joint 1. 4) 'Seml-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.S00In. 7) CAUTION, Do not erect truss backwards. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 800 lb down at 11-0-4 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) Floor: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (plf) Vert: 14-23=-10, 1-13=-100 Concentrated Loads Qb) Vert: 1B-800(B) 2) Live Only: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (pit) Vert: 14-23- 10,1-13.-100 Concentrated Loads (1b) Vert: 18=-800(B) 3) 1st unbalanced Floor: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (plf) Vert: 14-23-10, 1-5.-100, 5-13.-20 Concentrated Loads Qb) PLATES GRIP MT20 244/190 Weight: 112 lb FT=0%F,0%E 4 A0111007 )70. FL03G Floor Girder 1 1 Job Reference (totiona0 ROOF TRUSSES, FORT PIERCE, FL 34946, LENNY AMATO RW4LPb6dTeklndustries, Ino. Ihu May 16 09:57QP� ID:LjKBcMzb7jcVaYFDpgv_Efz09z1-pUU rmU23Z 9 �0-3-11 H 2-6-0 1-10-4 2-0-0� 2-012 0 3 1 e 1:3z.7 3x4 = Sx6 = 3x6 11 5x6 = 1.Sx4 11 3x6 FP= 3x3 = 1.5x4 II 3x3 = Sx6 = 1 2 3 4 3x8 - 5 6 7 8 Tq 9 10 11 14q s, a 20 19 18 16 15 14 13 12 1.5x4 11 3x8 = 3x6 FP= 3x6 = 3x8 = 1.5x4 11 1.5x4 II. 3x6 = 1.Sx4 11 -j1 7-4-15 7-�-7 19-10-3 N0-3 1 7-1-4 0- -8 12-3-12 Plate Offsets (X Y): [7.0-1-8 Edge] [3.0-3-0 Edoe] [4:0-3.8 Edge] 7:0-1-8 Edge] [11:0-1-e Edgel r13:0-2.0 E gel [16:0-3-8Edgel rl9:0-3-12 Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) Well Ud TCLL 40.0 Plates Increase 1.00 TC 0.91 Vert(LL) -0.10 13.14 >999 480 TCDL 10.0 Lumber Increase 1.00 BC 0.77 Vert(TL) -0.15 13-14 .97 360 BCLL 0.0 Rep Stress Ina NO W B 0.95 H=(TL) -0.02 11 n/a We BCDL 5.0 Code FBC2010rTP12007 (Matrix) LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) Vert: 21--910(B) BRACING 5) 3rd unbalanced Live Only: Lumber Increase-1.00, Plate Increase-1.00 TOP CHORD Uniform Loads (plf) Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Vert: 12-20=40, 14=-100, 4.11.-20 BOT CHORD Concentrated Loads Qb) Rigid telling directly applied or 10.0.0 oc bracing, Except: Vert: 21=-830(B) 6-0-0 oc bracing: 16-17. 6) 4th unbalanced Live Only: Lumber Increase.1.00, Plate Increase=1.00 Uniform Loads (plf) REACTIONS (lb/size) Vert: 12-20-10, 14 -20, 4-11=-100 1 = 677/0-3-3 (min. 0-1-8) Concentrated Loads (lb) 11 = .979/0.3-3 (min. 0.1-8) Vert: 21-910(B) 17 1711/0-8-0 (min. 0.1.8) 7) 1at chase Floor: Lumber Increase=1.00, Plate Increase-1.00 Max Grav Uniform Loads (plf) 1 815(LC 8) Vert: 12-20-10, 1-8.-100, 8-11=-20 11 586(LC 4) Concentrated Loads Qb) 17 = 1732(LC 7) Vert: 21= 910(B) 8) 2nd chase Floor: Lumber Increase-1.00, Plate Increase.1.00 FORCES (lb) Uniform Loads (plf) Max. Comp./Max. Tan. - All forces 250 (Ib) or less except when shown. Vert: 12-20=-10, 14=-100, 4.7=-20, 7-11.-100 TOP CHORD Concentrated Loads Qb) 1-2.-1714/0, 2-21--1714/0,3-21--1714/0,3-4=0/1156, Vert: 21=-910(8) 4-5--514/47, 5-6=-511/46, 6-7--511/46, 7-8-125610, 9) 3rd chase Live Only: Lumber Increase-1.00, Plate Increase-1.00 8-9.-1009/0, 9-10=-1009/0, 10-11=-1013/0 Uniform Loads (pit) BOT CHORD Vert: 12-20-10, 1-8-100, 8-11=-20 18-19.Oil 049, 17-18=0/1049, 16-17=-1238/0, 15.16-0/1256, Concentrated Loads(Ib) 14.15=U/1256, 13-14.0/1256 Vert: 21=-910(B) WEBS 10) 4th chase Live Only: Lumber Increase-1.00, Plate Increase.1.00 4-17.-819/0, 1-19=0/1870, 2.19= 1013/0, 3-19=0/1056, Uniform Loads (pit) 3-17.-1850/0, 7-16-845/0, 5-16=-269/0, 4-16=0/1575, Vert: 12-20=-10, 1-4.-100, 4-7-20, 7-11-100 11-13-011101, 9-13=-278r0, 8-13=-294/0 Concentrated Loads (lb). Vert: 21=-910(13) 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, an 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 of vertical web shall not exceed 0.5001n. 6) CAUTION, Do not erect truss backwards. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 910 lb down at 3-8-7 on top chord. The deslgn/selection of such connection device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) 1) Floor: Lumber Increase.1.00, Plate Increase-1.00 Uniform Loads (plf) Vert: 12-20=40, 1.11=-100 Concentrated Loads (1b) Vert: 21=-830(B) 2) Live Only: Lumber Increase-1.00, Plate Increase.1.00 Uniform Loads (plf) Vert: 12-20-10, 1-11=-100 Concentrated Loads (11b) Vert: 21-630(B) 3) 1st unbalanced Floor: Lumber Increase-1.00, Plate Increase.1.00 Uniform Loads (plf) Vert: 12-20=-10. 1.4=-100. 4.11--20 Concentrated Loads (1b) Vert: 21=-830(B) 4) 2nd unbalanced Floor: Lumber Increase=1.00, Plate Increase.1.00 Uniform Loads (pit) Vert: 12-20-10, 1-4.-20, 4-11-100 - Concentrated Loads Qb) PLATES GRIP MT20 2441190 Weight: 113 lb FT. O%F, 0%E 4 6Y3ri6 I��rL•! Al ROOF TRUSSES, FORT PIERCE, FL 3494 0-3-11 H , 2-6-0 1 1 Job Reference (optional) 1 ID:LJKBcMzb7jcVaYFDOgv_Efz09z1-He4�gdhF�lbycU 11V1aQiV� 1-2-4 2-0-0 1-6-10 3x4 = 46 = 3x6 FP=3x4 = 4 5 9 7 B 9 3x3 =, 1n 11 3x6 = 3x6 FP= 3x6 = 3x3 II 46 = 3x6 = 013-11 9-5-15 12-10-15 1; 0-3- 1 9-2.4 3-5-0 Plate Offsets (X Y): 11:0-3-0 E ge] [9:0-1-e Edge] [13:0-3-0 Edgel LOADING (psf) STPACING 2-0-0 CSI DER In Qoc) Well L/d TCLL 40.0 Plates increase 1.00 TO 0.49 Vert(LL) .0.08 15.16 >999 480 TCDL 10.0 Lumber Increase 1.00 j BC 0.62 Vert(TL) -0.11 IS- 16 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.48 Hoa(rL) -0.02 13 n/a n/a BCOL 5.0 Code FBC2ot0/TPI2007 (Matrix) LUMBER TOP CHORD 2x4 SP No.2(flatj BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) 9) 3rd chase Live Only: Lumber Increase-1.00, Plate Increase-1.00 BRACING Uniform Loads (elf) TOP CHORD Vert: 14-23-10, 1-10--100, 10-13--20 Structured wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. 10) 4th chase Live Only: Lumber Increase-1.00, Plate Increase-1.00 BOT CHORD Uniform Loads (plf) Rigid ceiling directly applied or 10-0-0 oc tracing, Except: Vert: 14-23=-10, 1.6=-100, 6-9=-20, GAZI -100 6-0-0 oc bracing: 19-20,18.19. REACTIONS Qb/slze) 1 461/0-3-3 (min. 0-1-8) , 13 500/0-6-8 (min. 0-1-8) 19 1120/0-8-0 (min. 0-1-8) Max Grav 1 499(LC 8) 13 518(LC 4) 19 1120(LC 1) FORCES Qb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. - TO CHORD ' 1-2=-831/0, 2-3=-827/0, 3-4--827/0, 4-5--516/0, 5-6--516/0, 9-10=-966/0, 10-11--857/0, 11-12=-857/0, 12-13--862/0 BOT CHORD 21.22-01950, 20.21-0/950, 19-20--530/0,la-19--541/0, 17-18:01966:16-17=0/966: 15.16-0/966 WEBS 6-19--1092/0, 1-22-0/902,3-22.-263/0, 4-20--641/01 6.20-0/803, 9-18--935/0, 6-18-0/651, 13-15=0/935, 11.15--262/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.Sx4 MT20 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 31 nails. Strongbacks to be attached to wells 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) CAUTION, Do not.erect truss backwards. LOAD CASE(S) ' 1) Floor: Lumber Increase=1.00, Plate Increase-1.00 Uniform Loads (pit) Vert: 14-23-10, 1-13-100 2) Uve Only: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (pit) Vert: 14-23--10, 1-13--100 3) let unbalanced Floor: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (plf) Vert: 14.23=-10, 1.6 -100, 6.13=-20 4) 2nd unbalanced Floor: Lumber Increase=1.00, Plate Increase-1.00 Uniform Loads (pit) Vert: 14-23=-10,1-6=-201 6-13--100 5) 3rd unbalanced Live Only: Lumber Increase-1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-23-10, 1-6--too, 6-13--20 6) 4th unbalanced Live Only: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (plf) Vert: 14.23— 10, 1.6--20, 6.13-100 7) 1st chase Floor: Lumber Increase=1.00, Plate Increase-1.00 Uniform Loads (pill Vert: 14-23= 10, 1-10--100, 10-13--20 8) 2nd chase Floor: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (plf) Vert: 14-23=-10, 1-6=-100, 6-9--20, 9-13=-100 PLATES GRIP MT20 244/190 Weight: 106 lb FT-0%F,0%E A0111 scale: 3l8^-1 Camber - 1/16 in 2 Floor 0 ADM 2-6-0 2-4-4 2-0-0 006E 1.Sx4 II 3x4 = 1.5x4 II 3x3 =. 3x6 FP= 2 3 4 5 6 3x4 = 7 2-7-12 , 0H1 / Scale = 126.1 Camber 1/81n 3x3 11 3x9 = 4x6 11 8 9 10 3x6 = 3x3 = 1.5x4 11 3x6 = 3x8 = 1.Sx4 11 13-1-4 i 16-0-0 1f-3-11 13-1-4 2-10-12 0-3-ti Plate Offsets (X Y)' [10:0-3-0 Edge] LOADING (psf) SPACING 2-0-0 CS] DEFL In Coo) Udell Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.82 Vert(LL) -0.11 15-16 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.70 Vert(TL) -0.24 1&16 >658 360 SCLL a ' a Rep Stress Ina YES WB 0.54 Horz(TL) 0.02 12 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight: 85 lb FT= 0%F, 0%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOTCHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) Vert: it-16=-10, 1-3-20, 3-10= 100 BRACING 9) 3rd chase Live Only: Lumber Increase-1.00, Plate Increase-1.00 - TOP CHORD Uniform Loads (plf) Structural wood sheathing directly applied or 6-0-0 oc purllns, except end verticals. Vert: 11-16=-10, 1-4=-100, 48=-20, 8-10=-100 BOT CHORD 10) 4th chase Live Only: Lumber Increase-1.00, Plate Increase=1.00 Rigid ceiling directly applied or 10.0-0 oc bracing. Uniform Loads (plf) Vert: 11.16.-10, 1-3=-20, 3-10=-100 REACTIONS (Ib/size) 16 . 642/Mechanical 10-178/0-3-3 (min. 0-1-8) 12 127510-6-0 (min. 0-1-8) Max Uplift 10-308(LC 3) Max Grav 16 642(LC 1) 1(I = 93(LC 4) 12 1275(LC 1) FORCES Qb) Max. Comp./Max. Ten. - All forces 260 (Ib) or less except when shown. TOP CHORD 2-3.-1536/0, 3-4-1536/0, 45-141710, 5-6=-1417/0, 6-7=-1417/0, 7-8=0/808, 8-9-0/812, 9-10=01813 BOT CHORD 1&16=0/1117, 1415=0/1536, 13-14=0/1536, 12-13=0/fi52 WEBS &12.-340/0, 2-16-1230/0, 2-15=0/494, 7-12--1519/0, 7-13=0/846, 413=-463/0, 10-12= 877/0 NOTES 1) Unbalanced floor live loads have been cansidered for this design. 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) Refer to glyder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 308lb uplift at Joint 1 a. 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 ((1.131" 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 0.500in. 8) CAUTION, Do not erect truss backyards. LOAD CASE(S) 1) Floor: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (plf) Vert: 11.16.-10. 1-10.-100 2) Live Only: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (plf) Vert: 11-16=-10, 1-10=-100 3) tat unbalanced Floor: Lumber Increase=1.a0, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-16=-10, 1-8=-100, 8-10= 20 4) 2nd unbalanced Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 11-16.-10, 1-8-20, &10.-100 5) 3rd unbalanced Live Only: Lumber Increase-1.00, Plate Increase.1.00 Uniform Loads (pit) Vert: 11-16.-10, 1-8.-100, 8-10=-20 6) 4th unbalanced Live Only: Lumber Increase=1.00, Plate Increase-1.00 Uniform Loads (plf) Vert: 11-16=-10, 1.8-20, 8-10.-100 7) let chase Floor: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (plf) Vert: 11.16=-10, 1-4-100, 48==.20, 8.10=-100 8) 2nd chase Floor: Lumber increase-1.00, Plate Increase-1.00 • Uniform Loads (pit) o�Tnlll Truss Type aYPly 66070 FLO6 Floor 2 1 A0111010 Job Re}erence o 0 A7 ROOF TRUSSES, FORT PIERCE, FL 34946, LENNY AMATO ID:LjKBDMzb7jcVaYFDQgv_Efz092i41ger ��T13 a�lnoul zi�zJmAMrXjj3FiP1 i�Z�2O 2-6-0 , 0-9-12 , 2-0-0 , 2-0-12 u=41 Scale-1,26.1 3x4 = 3x3 11 3x4 = 1.5x4 II 3x6 FP= 3x3 = 1.5x4 11 3x3 _ 5x6 = 1 2 33xS— 4 5- 6 7 B 9 10 17 VVI IV n 16 e- 15 14 13 12 11 3x6 = 3x6 = 3z8 = 1.5x4 11 1.Sx4 11 3-8 4 9-0-12 10-0-12 11-0-12 3-8-4 5-4-8 Plate Offsets (X,YI: [6:0.1-B,Edge1, [f0:0-1.8,Edgel, [12:0.2-a,Edgel LOADING (psf) SPACING 2-0-0 CS! DEFL in Qoc) Well L/d TCLL 40.0 Plates Increase 1.00 TC O.'0 Vert(L-) -0.09 12-13 >999 480 TCDL 10.0 Lumber Increase 1.00 BC 0.64 Vert(TL) -0.13 12.13 >999 360 BCLL 0.0 Rep Stress lner YES WB 0.73 H=(TL) -0.01 10 n/a n/a BCDL 5.0 Code FBC2010ITP12007 (Matrix) LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) 8) 2nd chase Floor: Lumber Increase-1.00, Plate Increase.1.00 BRACING Uniform Loads (plf) TOP CHORD Vert: 11.17=-10, 1-3.-100, 3-6.•20, fi•10=100 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. 9) 3rd chase Uve Only: Lumber Increase-1.00, Plate Increase-1.00 BOT CHORD Uniform Loads (plf) Rigid ceiling directly applied or 6.0-0 oc bracing. Vert: 11-17.-10, 1-7=-100, 7-10.-20 10) 4th chase Uve Only: Lumber Increase.1.00, Plate Increase-1.00 REACTIONS (Ih/size) Uniform Loads (plf) 17 =-54/Mechanical Vert: 11-17=-10, 1-3=-100, 3-6=-20, fi-10=-100 10 = 601/0-3-3 (min. 0-1-8) ' 16 119210.8-0 (min. 0.1-8) Max Uplift 17-189(LC 4) . Max Grav, 17 153(LC 8) 10 603(LC 4) „ 16 1209(LC 7) FORCES (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3-0/895, 3-4.-653/0, 4-5=-653/0, 5-6-653/016-7=-1340/0, 7-8.-1043/0, 8-9.-1043/0, 9-10_-1047/0 BOTCHORD 16-17=-534M, 15-16=-895/0, 14-15=0/1340,13-14=0/1340, 12-13=0/1340 WEBS 3-16=-777/0, 2-17m-78/58712-16.-590/0, 6-15=-763/0, 4.15— 284/0, 3-15=0/1445, 10-12=0/1138, 8.12--267/0, 7-12.-372/0 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1891b uplift at joint 17. 5) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss. 6) Recommend 2(6 strongbacks, an edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 31 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. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) 1) Floor: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (plf) Vert: 11-17.-10,1-10.-100 2) Uve Only: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (plf) Vert: 11-17-40, 1-10-100 3) 1st unbalanced Floor: Lumber Increase.1.00, Plate Increase-1.00 Uniform Loads (plf) Vert: 11-17.-10, 1-3.-100, 3-10-20 4) 2nd unbalanced Floor: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (plf) Vert: 11.17=-10, 1-3=-20, 3-10-100 5) 3rd unbalanced Uve Only: Lumber Increase-1.00, Plate Increase-1.00 Uniform Wads (pil) Vert: 11.17=-10, 1.3-100, 3-10-20 6) 41h unbalanced Uve Only: Lumber Increase-1.00, Plate Increase.1.00 Uniform Loads (pit) Vert: 11-17.-10, 1-3=-20, 3-10=-100 7) 1st chase Floor: Lumber Increase-1.00, Plate Increase.1.00 Uniform Loads (pit) Vert: 11.17=-10, 1.7=-100, 7-10=-20 3x6 = 1.Sx4 II PLATES GRIP MT20 244/190 Weight: 86 lb FT-0%F, OYE a 56070 FL07G Floor Girder 1 1 Job Reference (optiorap A0111011 Al ROOFTRUSSES, FORT PIERCE, FLaasas, LENNV AMATo .. ID:LJK8cMzb7jcVaYFDOgv_Efz09z1-DOB4b�NSbdob�oYwkgW6eeg rrldgss'Ea�g$grz�z�i6 2-3-6 10 3x6 Scale . 1:15.8 4 4 9 8 3xB 7 6 1.5x4 II 1.5x4 II 3x6 = 2-6-6 2-6-6 Plate Offsets KY): [2:0-4-0 Edgel [4:0-4-0 Edge] LOADING (ps() SPACING 2.0-0 TCLL 40.0 Plates Increase 1.00 TCDL 10.0 Lumber Increase 1.00 BCLL 0.0 Rep Stress Ina NO BCDL 5.0 Code FBC2010rrP12007 LUMBER TOP CHORD 20 SP No.2(flat) BOTCHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOTCHORD Rigid calling directly applied or 10-M oc bracing. REACTIONS Qb/size) 10 = 930/Mechanical ' 6 = 1332/Mechanical FORCES Qb) Max. CompJMax. Ten. - All forces 250 (Ib) or less except Wien shown. TOP CHORD 2.12--2731/0,3-12.-2731/0,3-13=-2731/0, 4-13.-2731/0 BOTCHORD 9-10-0/1713,8.9.0/1713,7-8=0/2464,6-7-0/2464 WEBS 4-6--2716/0, 2.10.-1888/0,4-8-0/296, 2-8-0/1128. 3-8.-584/0 NOTES 1) Plates checked for plus or minus 0 degree rotation about Its center. 2) Refer to girder(s) for truss to truss connections. 3) "Seml-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 (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Hanger(s) or other connection devlce(s) shall be provided sufficient to support concentrated load(s) 53 lb down at 2-0-0, 53 lb down at 4-0.0, and 542lb down at 6-0-0, and 542 lb down at 8-0.0 on top chord. The design/selection of such connection device(s) Is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (6). LOAD CASE(S) 1) Floor: Lumber Increase=1.00, Plate Increase-1.00 Uniform Loads (pif) Vert: 6.10= 10, 1.5.-100 Concentrated Loads Pb) Vert: 11=-53(F) 12=-53(F) 13=.542(F) 14.-542(F) 2) Uve Only: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (plf) Vert: 6-10-10, 1-5=-100 Concentrated Loads (1b) Vert: 11=.53(F) 12=-53(F) 13.-542(F) 14=-542(F) 5-0-12 7-5-10 2-6-6 2-4-14 CSI TC 0.67 DEFL in Pool Well Vd Vert(LL) -0.07 7-8 >999 480 BC 0.81 WB 0.93 Vert(rL) -0.11 7-8 >999 360 Hoa(TL) 0.04 6 n/a n/a (Matrix) PLATES GRIP MT20 244/190 Weight: 69 lb FT.O%F, D%E I c�Truss Truss 56070 FLOG Floor Al ROOF TRUSSES, FORT PIERCE, FL 34946, LENNY AMATO 0-3-11 H , 2-6-0 2-0-0 46 11 3x3 = 1.5x4 11 1.5x4 11 1 2 3 4 11 I 1 IJob Raferen ID:LjK8cMzb7jcVaYFDOgv_Efz09z1 1-8-4 1 0-1 3x3 II 3x4 = 3x6 FP = 3x4 = 5 6 7 8 h A0111012 , 0-7-0 Scalescale 1d .26 1.Sx4 11 3x3 = 4x6 11 9 10 11 I V IV L n>< 17 16 15 S' 14 6• 13 12 1.5x4 11 3x4 = 3x4 = 3x6 = 0 3-11 9-5-15 0-3- 1 9-2-4 Plate Offsets (X,Y): fl:0-3-0,Edge], 111:0.3-O,Ednel, [15:0.1.8,E ge], [16:0.1.8,Edgel LOADING (psf) SPACING 2-0.0 CS] DEFL In Poe) Wall Ud TCLL 40.0 Plates Increase 1.00 TC 0.50 Vert(LL) -0.04 14-15 >989 480 TCDL 10.0 Lumber Increase 1.00 BC 0.28 Vert(rL) -0.07 14-15 >999 360 BCLL a,0 Rep Stress Inv YES WB 0.36 H=(rL) -0.01 11 n/a n/a BCDL 5.0 Code FBC20101rP12007 (Matrix) LUMBER TOP CHORD 2x4 SP No.2(flat) ' BOT CHORD 2x4 SP N0.2(flat) WEBS 2x4 SP No.3(flat) Vert: 12.17.-10, 1.3-20, 3-11=-100 BRACING 9) 3rd chase Uve Only: Lumber Increase-1.00, Plate Increase=1.00 TOP CHORD Uniform Loads (plf) Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Vert: 12-17.-10, 1-4 -100, 4.7=-20, 7-11.-100 BOT CHORD 10) 4th chase Uve Only: Lumber Increase-1.00, Plate Increase-1.00 Rigid calling directly applied or 6-0-0 oc bracing. Uniform Loads (pit) Vert: 12.17.-10, 1-3=-20, 3.11.-100 REACTIONS (Ib/si-) , 1 41210-3-3 (min. 0-1-8) 11 . 221/0-6-8 (min. 0-1-8) 14 1066/0-8-0 (min. (1-1-8) Max Uplift 11 -25(LC 3) Max Grav 1 418(LC 3) 11 318(LC 7) 14 1101(LC 8) FORCES Pb) Max. Camp./Max. Ten. - Al forces 250 Pb) or less except when shown. TOP CHORD 1-2.-650/0, 2-3-645/0, 3-4.-645/0, 4-5-645/0. 5-6-0/840, 6-7.0/8407-8-0/839. 8-9--434/121, 9-10=-434/121, 10-11.-Z121 BOTCHORD 15-16.0/645, 13-14.-434/171 WEBS 3-16--251/0, 1-16=0/704, 5.14=-a86/0, 5-15=01591, 11-13.-1321473. 9-13-29110, 8-13=0/607, 8-14--626/0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25lb uplift at joint 11. 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 Wth 3-10d (0.131" X 31 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) CAUTION, Do not erect truss backwards. LOAD CASE(S) 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (calf) Vert: 12.17=-10, 1.11=-100 2) Uve Only: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (plf) Vert: 12-17=-10, 1-11-100 3) 1st unbalanced Floor: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (plf) Vert: 12-17�10, 1-7=-100, 7-11=-20 4) 2nd unbalanced Floor: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (plf) Vert: 12-17e-10, 1-7-20, 7-11=-100 5) 3rd unbalanced Uve Only: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (pit) Vert: 12.17=-10, 1.7=-100, 7.11.-20 6) 4th unbalanced Uve Only: Lumber Increase-1.00, Plate Increase.1.00 Uniform Loads (pif) Vert: 12-17-10, 1.7=-20, 7-11. 100 7) tat chase Floor: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (pit) . Vert: 12-17-10, 1-4=-100, 4-7=-20, 7-11=-100 8) 2nd chase Floor: Lumber Increase=1.00, Plate Increase-1.00 Uniform Loads (plf) 3x6 = 15-10-8 6-4-9 PLATES GRIP MT20 244/190 Weight: 85lb FT.O%F, 0%E 1.5x4 II A 0-3-11 H , 2-6-0 , , 2-0-0 46 11 3x3 = 1.5x4 11 1.5x4 11 1 2 3 4 1-8-4 2-8-0 0-7-0 Scale 1�7� 3x4 = 3x3 11 3x3 = 4x6 11 5 6 7 8 13 12 113x4 — p• .,.--. .t.._ A' G' 10 'T 9 1. Svd 11 LOADING (pst) SPACING 2-0-0 TCLL 40.0 Plates Increase LOU TCDL 10.0 Lumber Increase 1.00 BCLL 0.0 Rep Stress Ina YES BCDL 5.0 Code FBC2010/rP12007 LUMBER TOPCHORD 2x4 SP No.2(flat) BOTCHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOTCHORD Rigid calling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. REACTIONS Qb/size) 1 42410-3-3 (min. 0-1-8) 8-10210-6-8 (min. 0.1.8) 10 996/0-8-0 (min. 0.1-8) Max Uplift 8= -223(LC 3) Max Grav 1 = 424(LC 1) 8 117(LC 7) 10 1077(LC 8) FORCES Qb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-2=-672/0, 2-3=-668/0, 3-4=-668/0, 4-5= 668/0, 5.6=0/708, 6-7-0f717, 7-8=0/717 BOTCHORD 11-12=01668 WEBS 3-12=-255/0. 6-10= 298/0, 1.12=0/729, 5-10=-866/0, 5-11=0/564, 8-10--774/0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 223 Ib uplift at Joint B. 4) °Semi -rigid pitnhb Teaks 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. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) 1) Floor: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (pit) Vert: 9-13=-10, 1-8=-100 2) Live Only: Lumber Increase.1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-13.-10, 1-8=-100 3) 1st unbalanced Floor: Lumber Increase-1.00, Plate Increase.1.00 Uniform Loads (plf) Vert: 9-13.-10, 1-6=100, 6-8=-20 4) 2nd unbalanced Floor: Lumber Increaw-1.00, Plate Increase-1.00 Uniform Loads (pit) Vert: 9-13-10, 1-6-20, 6-8=-100 5) 3rd unbalanced Live Only: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (plf) Vert: 113.-10, 1-6=-100, 6-8=-20 6) 4th unbalanced Live Only: Lumber Increase.1.00, Plate Increase=1.00 Uniform Loads (pif) Vert: 9-13=-10. 1-6:-20,6-8=-100 7) let chase Floor: Lumber Increase=1.00, Plate Increase-1.00 Uniform Loads (plf) Vert: 9-13=-10, 1-4=-100, 4-6:-201 6-8=-100 8) 2nd chase Floor: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (plf) 9-5-15 CSI DEFL in Qoc) Well Vd TO 0.83 - Vert(LL)-0.0510-11 .909 480 BC 0.30 Vert(TL)-0.0910-11 >999 360 WB 0.37 Horz(rL) 0.01 10 n/a rVa (Matrix) Vert: 9-13=-10, 1.3= 20, 3-8=-100 9) 3rd chase Live Only: Lumber Increase=1.00, Plate Increase-1.00 Uniform Loads (pit) Vert: 9-13=-10. 1.4==-100, 4-6=-20, 6-8=-100 10) 4th chase Live Only: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (plf) Vert: 9-13=-10, 1-3=-20, 3-8= 100 3x8 = 12-4-15 2-11-0 PLATES GRIP MT20 2441190 Weight: 67lb FT=0%F,0%E 0-3-11 �i 2-6-0 2-0-0 1-0-3 4x6 II 3x3 = 1.5x4 II 1 2 3 1.5xa II 4 3x3 = 5 3x3 = 4x6 11 6 7 12 11 10 93X6 8 1.5x4 11 3x4 = 1.5x4 11 1.5x4 11 LOADING (Pat) 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 FBC2010/TPI2007 CSI TO 0.39 BC 0.58 WB 0.43 (Matrix) LUMBER TOP CHORD 2x4 SP No.2(flat) BOTCHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(rlat) BRACING TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except and verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS Qbrsize) 1 46010-3-3 (min. 0-1-8) 7 = 46810-6-8 (min. 0-1-8) FORCES Qb) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-2=-786/0, 2-3=-782/0, 3-4=-782/0, 4-5=-74&0, 6-6-745/0, 6-7.-750/0 BOTCHORD 10.11=(1!/82, 9.10=0/782 WEBS 3-11=-284/0, 1-11=0/853, 7-9=0/813, 5-9=-260/3 . 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-rlgid pitchbreaks with fixed heels" Member and fixity model was used In the analysis and design of this truss. 4) Recommend 2x6 strongbacks, an edge, spaced at 10-0-0 oc and fastened to each truss with 3.10d (0.131' X 37 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 (plf) Vert: 8.12=-10, 1.7=-100 2) Live Only: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (pit) Vert: 8-12.-10, 1-7-100 3) 1st chase Floor: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (plf) Vert: 8-12=-10, 1-4=-100, 4-7=-20 4) 2nd chase Floor: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (pif) Vert: 8.12=-10, 1-3=-20, 3-7.-100 5) 3rd chase Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 8-12-10, 1.4 -100, 4-7-20 6) 4th chase Live Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pif) Vert: 8.12=-10, 1-3.-20, 3-7.-100 DER In Qoc) Well Vd Vert(LL)' -0.07 10 >999 480 Vert(TL) -0.09 10 >999 360 Horz(TL) -0.01 7 n/a n/a 9-6-6 PLATES GRIP MT20 244/190 Weight: 50 lb FT=0%F,0%E 1 0-7-7 0 Scal9 m 1:17.3 FL11 Floor 1 A0111015 0-3-11 2-&0 2-3-11 46 11 3x3 = 3x3 = 46 11 1 2 3 1.5x4 11 4 5 1.5x4 11 3x6 = 1.Sx4 11 8 7 6 0-3-11 5-5-14 0-3-11 5-2-3 Plate Offsets (X Y)' [1:0-3-0 Edoel [5.0-3-0 Edge] LOADING (psi) SPACING 2-0-D CSl DEFL in Qoc) -Weil Ud TCLL 40.0 Plates Increase 1.00 TC 0.35 Vert(LL) -0.00 7 >999 480 TCDL 10.0 Lumber Increase 1.00 BC 0.04 Vert(fL) -0.01 7.8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) -0.00 5 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) LUMBER TOPCHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING TOPCHORD Structural wood sheathing directly applied or B-0-0 oc purllns, except end vertloals. BOTCHORD Rigid calling directly applied or 10.0.0 oc bracing. REACTIONS Qh/size) 1 278/0-3-3 (min. 0.1-8) 5 278/0-6-8 (min. (3.1-8) FORCES (lb) Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOPCHORD 1-2--349/0, 2-3-34410, 3-4=-344/0, 4.5a-348/0 WEBS 5.7=01381, 1-7.0/376, 3-7=-283/0 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 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: 6-8 1.5.-100 .-10, 2) Uve Only: Lumber In¢ease.1.00, Plate Increase.1.00 Uniform Loads (pll) Vert: 6.8r10, 1-5.-100 4 PLATES GRIP MT20 244/190 Weight: 34 lb FT-0%F,0%E I� 0-7-0 Scale 1 11.3 156070 IFL12 IFloor I1 1 I V1110161 3x6 11 0-3-1 1 2 1-5-10 0-7-0 tale � 1:6.3 1.Sx4 11 0-3-11 0-3-1 t 2-0-5 1-8-10 3 3x3 = 2-7-5 0-7-0 LOADING (psf) SPACING 2-0.0 CS! DEFL In (Ioc) I/dell Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.06 Vert(LL) 0.00 4 •"' 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) -0.00 3.4 >999 360 SCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 „ (Matrix) Weight: 16 lb FT - 0%F, 0%E LUMBER TOP CHORD 2x4 SP Nc.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 2.7-5 oc purllns, except end verticals. BOTCHORD - Rigid ceiling directly applied or 10-0-0 oc bracing. ' REACTIONS Qbrsize) 1 8810-3-3 (min. 0-1-8) 2 8810-6-8 (min. 0-1-8) FORCES (Ib) 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) "Semi -rigid pltchbreaks 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 10-0-0 ec 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: 3-4=-10, 1-2=-100 2) Live Only: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (plf) Vert: 3-4=-10, 1-2-100 , 0� 11 , 1-4-0 1 3X6 = 21.5x4 11 2-6-0 Scale. 1:13.7 3x3 = 5x6 = 12 3x6 = 11 10 9 3x6 = 8 1.5x4 II 1.5X4 11 3x3 = LOADING (psf) SPACING 2-0.0 CSI DEFL In Qoc) Well Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0.03 10 >999 480 MT20 2441190 TCDL 10,0 Lumber Increase 1.00 BC 0.42 Vert(TL) -0.04 10 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.43 Horz(fL) 0.01 7 n/a n/a BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight: 411b FT=0%F,0%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP N0.2(flat) WEBS 2x4 SP Nc.3(flat) BRACING TOPCHORD Structural rood sheathing directly applied or 6-0.0 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 12 457/Mechanical 7 396/0-3-8 (min. 0-1-8) FORCES Qb) Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shaven. TOPCHORD 3-4.-802/0, 4-5=-802/0, 5.6.-B02/0, 6-7-807/0 BOT CHORD 11.12-0/532, 10-11=0/538, 9-10.0/802 WEBS 7-9-0/840,3-10.01267.3-12=-657/0 NOTES 1) Unbalanced floor We loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) Refer to glyder(s) for truss to truss connections. 4)'Seml-rigld pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this buss. - 5) Recommend 2x6 strongbacks, an 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 chard bearing and first diagonal or vertical web shall not exceed 0.5001n. 7) CAUTION, Do not erect truss backwards. LOAD CASES) 1) Floor: Lumber Increase.1.00, Plate Increase-1.00 Uniform Loads (pit) Vert: 8-12=-10, 3-7-100, 1-2=-100 Concentrated Loads Qb) - Vert: 3=-100 2) Live Only: Lumber Increase=1.00, Plate Increase.1.00 Uniform Loads (plf) Vert: 8-12=-10, 3.7=-100, 1-2— 100 Concentrated Loads (lb) Vert: 3=-100 3) 1st chase Floor: Lumber Increase.1.00, Plate Increase-1.00 Uniform Loads (of) Vert: 8-12.-10, 3-5=-100, 5-7-20, 1.2-100 Concentrated Loads (Ib) Vert: 3-100 4) 2nd chase Floor: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (plf) Vert: 8-12=-10, 3-4.-20, 4-7-100, 1-2=-20 Concentrated Loads (Ib) Vert: 3= 27 5) 3rd chase Uve Only: Lumber Increase=1.00, Plate Increase.1.00 Uniform Loads (pl() Vert: 8-12=-10, 3-5=-100, 5-7.-20, 1-2-100 Concentrated Loads (Ib) Vert: 3.-100 6) 4th chase Live Only: Lumber Increase=1.00, Plate Increase.1.00 Uniform Loads (plf) Vert: 8-12=-10, 3-4.-20, 4-7-100, 1-2-20 Concentrated Loads (Ib) Vert: 3.-27 ssmo IFL14 FIT PIERCE, FL 34946, LENNY AMATO 0-11-8 1-4-0 1 3x6 21.5x4 11 AZ)111015 1 1 Jab Reference (coliona0 ID:LjK8cMzb7JcVaYFDOgv_Efz06ii&L7j&JR.1P MiRO18��7201Aa'?& k PF226 1-5-0 , 0-8-2 2-6-0 Scale. 1:12.3 3x3 = SX6 = N 4 O 3X6 = 3x6 = 1.SX4 11 12 11 10 9 6 1.50 II 3x3 = 6-3-10 , 6-7-10, 6-3-10 0-4-0 ' Plate Offsets (X )I: [7:0.1.8 Edge], [9:0-1•B Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL In Qoc) I/deft Ud PLATES GRIP TCLL QA Plates Increase 1.00 TO 0.48 Vert(LL) -0.02 8.9 >999 480 MT20 244/190 TCDL to'0 Lumber Increase 1.00 BC 0.30 Vert(TL) -0.03 8-9 >999 360 SCLL 0.0 Rep Stress Inv NO WB 0.36 Hoa(TL) 0.00 7 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight: 39 lb FT-i0%F,0%E LUMBER TOP CHORD 2x4 SP No.2(flat) ' BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING TOPCHORD Structural wood sheathing directly applied or 6.0.0 cc purllns, except end verticals. BOT CHORD Rigid ceiling directly applied or 10.0-0 cc bracing. REACTIONS ph/slze) 12 . 411/Mechanical 7 . 355/0.3-8 (min. 0.1-8) FORCES Qb) Max. Comp./Max. Ten. - All forces 250 Qb) or less except Lunen shown. TOP CHORD 3-4%73/0, 4-5=-673/0, 6-6.-673/0, 6-7=-677/0 BOTCHORD 11.12-0/469, 10-11.0/474, 9-10-0/673 ' WEBS 7-9-01704. 3-10=0/274, 3-12=-579/0 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) 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 10.0.0 oc and fastened to each truss with 3.10d (0.131' X 3y nails. Strongbacks to be attached to walls at their outer ends or.restralned by other means. , 6) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 7) CAUTION, Do not erect truss backwards. LOAD CASE(5) 1) Floor: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (pit) Vert: 8-12-10, 3.7--100, 1-2.-100 Concentrated Loads Qb) Vert: 3.-100 2) Live Only: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (plo Vert: 8-12=-10, 3-7=-100, 1-2=-100 Concentrated Loads i1b) Vert: 3=-100 3) 1st chase Floor: Lumber increase-1.00, Plate Increase-1.00 Uniform Loads (pill Vert: 8-12.-10, 3-5.-100, 5-7.-20, 1-2.-100 Concentrated Loads Qb) Vert: 3-100 4) 2nd chase Floor: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (pit) Vert: 8.12-10, 3.4=-20, 4.7=-100, 1.2.-20 Concentrated Loads Qb) Vert: 3= 27 5) 3rd chase Live Only: Lumber Increase=1.00, Plate Increase-1.00 Uniform Loads (plf) Vert: 8-12=-10,3-5=•100, 5-7=-20,1.2— 100 Concentrated Loads Qb) Vert: 3"100 6) 4th chase Uve Only: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (pit) Vert: B•12.-10, 34.-20, 4-7.-100, 1-2.-20 Concentrated Loads Qb) Vert: 3=-27 )+ IFL1S I Floor I1 I 1 IJob Reference (optional)F ROOF TRUSSES, FORT PIERCE, FL 34946, LENNY AMATC ID:L KBcMzb7 cVaYFD4 v Efz09ii CMtbj % t��tond6 1 1 q_ i 0-11-8 2-6-0 1 3x6 = 1.5x4 11 3x3 = 3x6 = 1.Sx4 11 12 11 10 9 8 A0111019 Scale - 1:10.9 LOADING (psf) SPACING 2-0-0 CSI DER in Qoc) Well Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TO 0.48 Vert(LL) -0.02 8-9 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.34 Vert(TL) -0.03 8.9 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.29 Horz(iL) 0.00 7 We n/a ' BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight: 36 lb FT. 0%F, 0%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING TOPCHORD Structural wood sheathing directly applied or 6-10-3 oc purllns, except end verticals. BOTCHORD Rlgld calling directly applied or 10-0-0 oc bracing. REACTIONS Qbrslze) 12 = 366/Mechanical 7 = 314/0-3-8 (min. 0-1-8) FORCES (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except Men shown. TOP CHORD 3Z540/0, 4-5=.540/0, 5.6--540/0, B-7.-545/0 BOTCHORD 11-12.01401, 10-11-0/408, 9-10=0/540 WEBS 7-9-01565. 3-10=0263. 3.12= 495/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked fora plus or minus 0 degree rotation about its center. , 3) Refer to girder(s) for truss to truss connections. 4) "Seml-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") nalls. 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) CAUTION, Do not erect truss backwards. LOAD CASE(S) 1) Floor: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (pill Vert: 8-12=-10, 3-7.-100, 1-2.-100 Concentrated Loads (lb) Vert: 3=-100 2) Uve Only: Lumber Increase-1.00, Plate Inaease=1.00 Uniform Loads (plf) Vert: 8-12.-10, 3-7.-100, 1-2.-100 Concentrated Loads (lb) Vert: 3.-100 3) 1st chase Floor: Lumber Inaease-1.00, Plate Increase-1.00 Uniform Loads (pill Vert: 8-12=-10, 3.5.-100, 5-7.-20,1-2.-100 Concentrated Loads (lb) Vert: 3.-100 4) 2nd chase Floor: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (plf) Vert: B-12-10, 3-4=-20, 4-7=-100, 1-2--20 Concentrated Loads (Ib) Vert: 3=-27 5) 3rd chase Live Only: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (pit) Vert: 8.12=-10, 3-5=-100, 5-7.-20, 1-2.-100 Concentrated Loads (Ib) Vert: 3.-100 6) 4th chase Live Only: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (plf) Vert: B-12-10, 34=-20, 4-7=-100, 1-2= 20 Concentrated Loads (Ib) Vert: 3.-27 4 Job Truss Type Ory y ' 56070 FL76 Floor 1 1 F,.401,11020 [job Deference o 0 At ROOF TRUSSES, FORT PIERCE, FL 34946, LENNY AMATO ID:LjK8cMzb7jcVaYFDQgv__Efz09z11-d tF586?P9OnM I i4 8�j m )�MKAW92M 0-11-8 07- 3 ; 2-6-0 1.4-0 Scale =15.fi 1 3X6 = 2 1.� II 30 TI fi = 4 1.5X4 II 5 6 W3 2 W1 W1 2 W W5 INS W1 W7 3x6 = 1.Sx4 II 3x6.= 10 9 8 LOADING (psf) SPACING 2-0-0 IC" DEFL In Qoc) Wall Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 'TC 0.41 Vert(L-) -0.00 8 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 SC 0.13 Vert(TL) -0.01 7-8 .999 360 BCU- 0.0 Rep Stress Ina NO W B 0.24 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight: 32 lb FT= 0%F, 0/E LUMBER TOPCHORD 2x4 SP No.2(flat) BOTCHORD 2x4 SP No.2(flat) WEBS 2x4 SP N0.3(flat) BRACING TOPCHORD Structural mod sheathing directly applied or 5.0.13 oc purlins, except end verticals. . BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS Qb/size) 10 319/Mechanical 6- 27510-3-8 (min. 0.1-8) FORCES Qb) Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 3.4=-452/0, 4-5--452/0, 5-6=-456/0 BOTCHORD 9-10-0/342, 8-9=0/346 WEBS 6-8=0/473,3-10=-423/0 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 pitchloreaks 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 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 0.500In. 6) CAUTION, Do not erect truss backyards. LOAD CASE(S) 1) Floor: Lumber Increase-1.00, Plate Increase=1.00 Uniform Loads (plQ Vert: 7-10-10, 3-6=-100, 1-2=-100 Concentrated Loads (Ib) Vert: 3=-100 2) Uve Only: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (pIQ Vert: 7-10=-10,3-6=-100,1-2=-100 Concentrated Loads (lb) Vert: 3=-100 1-4-0 ID:LjKScMzb7jcVaYFDQgv__EfzO9z1-66ARnVjS7jTF 0-11-8 2-5-15 1 3x6 = 2 1.5x4 II T1 4 5 W3 2 W1 W1 T2 46= T3 y,/4 WS 131 3x6 = 3x6 = 8 7 1-4-0 1-4-0 Plate Offsets NY): [5:0-1-8 Edge],[7:0-1-8,Edge] LOADING (psf) SPACING 2-0-0 CSI TOLL 40.0 Plates Increase 1.00 TC 0.63 TOOL 10.0 LumberIncrease 1.00 BC 0.12 BOLL 0.0 Rep Stress Ina NO WB 0.15 SCOL 5.0 Code FBC2010/TP12007 (Matrix) LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING TOPCHORD Structural mod sheathing directly applied or 4-3-7 oc pudins, except end verticals. BOT CHORD Rlgid calling directly applied or 10-M oc bracing. REACTIONS Qb/slze) 8 277/Mechanl-1 5 0 23710-3-8 (min. 0-1-8) FORCES Qb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4.-292/0, 4-5-296/0 BOTCHORD 7-8-0/287 WEBS 5.7-0/304, 3-8= 359/0 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.rlgid 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 31 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. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) 1) Floor: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (plf) - Vert: 6-8.-10, 3.5.-100, 1-2= 100 Concentrated Loads (lb) Vert: 3-100 2) Live Only: Lumber Increase.1.00, Plate Increase.1.00 Uniform Loads (pit) Vert: 6-8r10, 3-S.-100, 1-2.-100 Concentrated Loads (Ib) Vert: 3.-100 DEFL In Qoc) Well Ud Vert(LL) -0.00 7 >999 480 Vert(TL) -0.01 6-7 >999 360 Horz(TL) 0.00 5 n/a n/a 1.5x4 II 6 PLATES GRIP MT20 2441190 Weight: 271b FT-O%F,O%E 0-4-0 , Scale . 1:6.6 Job Truss Type 56070 FL18 Floor 1 1 At ROOF TRUSSES, FORT PIERCE, FL 34946, LENNY AMATO LbReferenoo(optionaZ, ID:LJK8cMzb7jcVaYFDOgvEfzO9 _-6,04 0-11-8 1-8-8 1 3x6 = 2 1.5x4 11 3x3 = 4x6 11 3x6 = 30 = 8 7 1.5x4 II 6 0 A0111022 'FIZCZFZf12 .y Scale v 1:0.6 LOADING (pso TOLL 40.0 TOOL 10.0 BOLL 0.0 BCDL 5.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.1. Rep Stress Ina NO Code FBC201 OITP12007 CSI TO 0.24 BC 0.07 WB 0.12 (Matrix) DEFL In Qoc) Well Vert(LL) -0.00 7 >999 Vert(TL) •0.00 fi•7 >999 Horz(TL) 0.00 5 n/a L/d 480 360 n/a PLATES GRIP MT20 244/190 Weight: 24 lb FT=0%F,0%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP N0.2(flat) WEBS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals. BOTCHORD Rigid telling directly applied or 10-0-0 oc bracing. " REACTIONS Pb/size) _ 8 226/Mechanical - 5 20 Jti-3-8 (min. 0.1-8) FORCES (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 3.8--269/0 NOTES 1) Plates checked for a plus or minus 0 degree rotation about Its center. 2) Refer to girders) for russ 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 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 31 nalls. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between Inside of lop chord bearing and first diagonal or vertical web shall not exceed 0.5001n. ' 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) 1) Floor: Lumber Increase-1.00, Plate Increase.1.00 ' Uniform Loads (plo - Vert: 6-8=-10, 3-5-100, 1-2--100 Concentrated Loads (Ib) Vert: 3=-100 2) Uve Only: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) - Vert:6-B=-10, 3-5— 100, 1.2=-100 Concentrated Loads Qb) Vert: 3=-100 56070 IFL19 Floor I1 1 Job Reference 1 Al ROOF TRUSSES, FORT PIERCE, FL 34946, LENNY AMATO ID:LJK8cMzb7jcVaYFDQgv_Efz09z1 0-11-8 , 0-11-2 0 3x6 = 7 3x3 = 1.Sx4 11 6 5 1-4-0 2-4-10 ,' 2-8-10 1-4-0 1-0-10 0-4-0 Plate Offsets (X,Y): [S:Edge,0-0-121 , Or4-0 A0111 Scale - 1:8.7 LOADING(pst) SPACING 2.0-0 CSI DEFL In Poe) I/deff Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.11. Vert(LL) -0.00 7 >999 480 MT20 2441190 TCDL 10.0 W mber Increase 1.00 BC0.05 Vert(FL) -0.00 6 >999 360 BCLL 0.0 Rep Stress lncr NO WB 0.10 Horz(fl-)0.00 4 n/a n/a BCDL 5.0 Code FBC2010frP12007 (Matrix) Weight: 20 lb FT -Q%F, G%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc pudins, except end verticals. BOTCHORD Rigid calling directly applied or 10.0-0 cc bracing. REACTIONS Qbrsizo) 7 = 163/Mechan1-1 4 173/0-3-8 (min. 0-1-8) FORCES Qb) Max. Comp./Max. Ten. - All forces 250 Pb) or less except Men 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) "Seml-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 (0.131" 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. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) ' 1) Floor: Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (plf) Vert: 5-7=-10, 3.4.-100, 1-2-100 Concentrated Loads Pb) Vert: 3--100 2) Uve Only: Lumber Increase=1.00, Plate Increase-1.00 Uniform Loads (plf) Vert: 5-7--10, 3-4 -100, 1-2=-100 Concentrated Loads Qb) Vert: 3=-100 56070 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 Inv NO BCDL 6.0 Code FBC20101TP12007 LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP N0.2(flat) WEBS 2x4 SP No.3(flat) BRACING TOPCHORD Structural wood sheathing directly applied or 1-11-4 oc pudins, except end verticals. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. REACTIONS Qb/slze) 8 130/Mechanical 5 . 159/0-3-8 (min. 04-8) FORCES (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 3-7.-280/0, 4-7.0/312 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)'Seml-rigid pltchbreaks 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 31 nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) 1) Floor: Lumber Increase-1.00, Plate Increase.1.00 Uniform Loads (plf) Vert: 6-8= 10, 3-5=-100, 1-2-100 Concentrated Loads (Ib) Vert: 3=-100 2) Uve Only: Lumber Increase-1.00, Plate Increase-1.00 Uniform Leads (plf) Vert: 6-8.-10, 3-5.-100, 1-2.-100 Concentrated Loads Qb) Vert: 3.-100 1 1 Job Reference (option 7.41 ID:LjK8cMzb7jcVaYFDQq%_Efz09z1-a 0-11-8 0�3^� 0 1 3x6 - 2 5 - T1 W3 2 W1 W1 W1 81 4 5 2 N W4 A 3x6 = 3x4 11 8 7- 6 CSI DEFL in Qoc) Well L/d TO 0.11 Vert(LL) -0.00 7 >999 480 BC 0.04 Vert(TL) -0.00 7 >999 360 WB 0.16 Hcrz(TL) 0.00 5 n/a n/a (Matrix) PLATES GRIP MT20 244/190 Weight: 151b FT.O%F, 0%E �0111024 Scale . 1:8.7 Structural Gable A0111025 Ilk -2-0-0 3x4 = 1.50 Ff2 2-7-12 LOADING lip SPACING 2-0-0 CSI DEFL In Qoc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC O.SB Vert(LL) .0.01 4-7>999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.19 VeR(TL) -0.01 4-7 >999 240 BCLL 10.0 ' Rep Stress Incr YES WB 0.00 . Hom(rL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2010/rP12007 (Matrix-M) Weight: it lb FT-0% LUMBER TOP CHORD 2x4 SP N0 .2 BOT CHORD 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-7-12 oc purlins. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. M'Tek recommends that Stabilizers and required cross bracing be Installed durin truss ereotlan, In accordance vAth Stabilizer Installation vide. REACTIONS (Ib/size) 3 = 49/Mechanical 2 . 289/1-4-0 (min. 0-1-8) 4 28/Mechanical Max Harz 2 49(LC 8) Max Uplift 3 -48(LC 12) 2 -326(LC 8) Max Grav 3 52(LC 2) 2 = 310(LC 2) 4 38(LC 3) FORCES (lb) Max. Comp lMax. Ten. - All forces 250 (lb) or less except when shaven. TOP CHORD 2-3.-631/313 BOTCHORD 2.4— 155/302 NOTES 1) Wind: ASCE 7-10; Vult-170mph (3-second gust) Vasd-132mph; TCDL.S.Opsf; BCDL.S.Opsf; h-20ft; Cat. II; Exp D; Encl., GCpl.0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL-1.60 2) Truss designed for Wnd loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/rPI 1. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent vith any other live loads. 6) • This truss has been designed for a live load of 10.(Ipsf on the bottom chord In all areas More a rectangle 3.6-0 tall by 2-0-0 Wide vnll fit betmen the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at Joint 3 and 326lb uplift at Joint 2. 9) "Seml-rigid pltchbreaks 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: 1.3=-60, 4-5=-35 2) Regular Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-3=-70,4-5=-20 3) IRC 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-1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1.2-170, 2-3-144, 45— 10 Harz: 1-2--180, 2-3--154 5) 2nd G-C Wind: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2-129, 2-3-144, 45=-10 Harz: 1-2=-139, 2-3=-164 6) C-C Wind Positive: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pif) Vert: 1-2-11, 2-3=-86, 4-5=-20 Harz: 1-2.-41, 2-3-56 7) 2nd C-C Wind Positive: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pif) Vert: 1-2--71, 2-3-86, 45-20 Harz: 1-2-41, 2-3-56 8) MWFRS Wind Left: Lumber Increase=1.60, Plate Increase.1.60 Uniform Loads (pif) Vert: 1-2=95, 2.3-61. 4-5-10 Harz: 1-2=-105, 2-3--71 9) MWFRS Wind Right: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2.222-3=36, 45=-10 Harz: 1-2—k, 2-3=-46 10) MWFRS Wind Left Positive: Lumber Invease=1.60, Plate Increase-1.60 Uniform Loads (pif) Vert: 1-2-27, 2-3-12, 45=-20 Harz: 1-2--57, 2-3--42 11) MWFRS Wind Right Positive: Lumber Increase-1.60, Plate Invease=1.60 Uniform Loads (plf)' Vert: 1-2-2, 2-3=-13, 4-5= 20 Harz: 1-2=-32, 2-3--17 12) MWFRS tat Wind Parallel: Lumber Increase=1.60, Plate Increase.1.60 Uniform Loads (pit) Vert: 1-2.47, 2.3=61,4-5=-10 Harz: 1-2=-57, 2-3=-71 13) MWFRS 2nd Wind Parallel: Lumber Increase-1.60, Plate Increase.1.60 Uniform Loads (plf) Vert: 1-2=20, 2.3-35. 45=-10 Harz: 1-2=-30. 2-3-45 14) MWFRS 3rd Wind Parallel: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pif) Vert: 1-2-47,2-3=61, 4-5--10 Harz: 1.2.-57, 2.3.-71 15) MWFRS 4th Wind Parallel: Lumber Increase=1.60, Plate Increase.1.60 Uniform Loads (pit) Vert: 1-2-20, 2-3=35, 45=-10 Harz: 1-2=-30, 2-3=-45 16) MWFRS tsl Wind Parallel Positive: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pin Vert: 1-2.27, 2-3.12, 45-20 Harz: 1-2--57, 2.3=-42 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pit) Vert:1-2.0, 2-3=-14, 4.5=-20 Harz: 1-2=-30, 2-3=-16 18) Live Only: Lumber Increase-1.25, Plate Increase.1.25 Uniform Loads (plf) Vert:1-3-30, 4-5=-40 19) C-C Wind Positive +Regular: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1.2-29, 2.3=-102, 4-5.-35 Harz: 1-2=-31, 2-3=42 20) 2nd C-C Wind Positive + Regular: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1.2-91, 2.3.-102, 4-5.-35 Harz: 1-2-31, 2-3-42 21) MWFRS Wind Left Positive + Regular: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (plf) Vert:1-2=-18, 2-3=-29, 45-35 Harz: 1-2=-42, 2-3=-31 22) MWFRS Wind Right Positive +Regular; Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2--36, 2-3.-47, 45— 35 Harz: 1-2--24, 2-3--13 Scale - 1:8.8 , 23) MWFRS 1st Wind Parallel Positive + Regular: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2=-18, 2-3--29, 45--35 Harz: 1-2=-42, 2-3--31 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase-1.60, Plate Increase.1.60 Uniform Loads (pit) Vert: 1-2.-37,2-3.-48, 45=-35 Harz: 1.2.-23, 2-3=-12 AD11 HJB Diagonal Hip Girder 1 1 Job Reference (opdara0 �1 1.34946, LENNY AMATO 7.4 F 1 201 a 160 57:7 01 i ID:LjKBcMzb7jcVaYFDQgv_Efz09z1-2%�1� 1N_y e gi�c X o Vou�yl�ct�2;�/z -1-9-5 2-1-8 'mot 3x4 = LOADING (psi) SPACING 2-0-0 C51 DEFL in goal I/dell Ud PLATES GRIP TOLL 20.0 Plates Increase 1.25 TO 0.45 Vert(LL) -0.00 4-7 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.00 4-7 >999 240 BCLL 10.0 ' Rep Stress hicr YES WB 0.00 Haa(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC20101TP12007 (Matrix-M) Weight: 9lb FT-0% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No2 BRACING TOPCHORD Structural wood sheathing directly applied or 2-1-8 oc purlins. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be nstalle durin truss erection, In accordance with Stabilizer Installation guide. REACTIONS (Ibrsize) 3 = "4/Mechanical 2 250/1-2-3 (min. 0-1-8) 4 18Mtechanical Me"Harz 2 47(LC 8) Max Uplift 3 = -35(LC 12) 2 -289(LC 8) Max Grav 3 = 36(LC 2) 2 = 270(LC 2) 4 32(LC 8) FORCES (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOPCHORD 2-3=-494/250 NOTES 1) Wind: ASCE 7-10; Vult.170mph (3-second gust) Vas -132mph; TCDL 5.Opsf; BCDL-5.Opsh h-20R; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and faces & MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL-1.60 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 10.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, with BCDL= IO.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 351b uplift at joint 3 and 289 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 (pit) Vert: 1.3=-60, 4.5=-35 2) Regular Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1-3.-70,4-5=-20 3) IBC BC Uve: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.3=-30, 4.5-40 4) C-C Wind: Lumber Increase.1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2-170, 2-3-144, 4-5=-10 Horz: 1.2=-180, 2-3=-154 5) 2nd C-C Wind: Lumber Increase-1.60, Plate Increase.1.60 Uniform Loads (pit) Vert: 1.2-129, 2-3-144, 4-5=-10 Horz: 1.2=-139, 2-3= 154 6) C-C Wind Positive: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (plo Vert: 1-2=11, 2-3=-86,4-5--20 Horz: 1-2= 41, 2.3=56 7) 2nd C-C Wind Positive: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2=-71, 23a86, 4-5-20 Horz: 1-2-41, 2-3=56 8) MWFRS Wind Left: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2=95, 2.3=61, 4-5— 10 Horz: 1-2=-105, 2.3=-71 9) MWFRS Wind Right: Lumber Increase-1.60, Plate Increase.1.60 Uniform Loads (plf) Vert: 1-2-22, 2-3=37,4-5=-10 Horz: 1-2=-32, 2-3=-47 10) MWFRS Wind Left Positive: Lumber Increase-1.60, Plate Increase.1.60 Uniform Loads IPQ Vert: 1.2-27, 2.3-12, 4-5=-20 Horz: 1-2=-57, 2.3=-42 11) MWFRS Wind Right Positive: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1.2-2, 23.-13. 4-5.-20 Harz: 1.2--32, 2.3.-17 12) MWFRS 1st Wind Parallel: Lumber Increase=1.60, Plate Increase.1.60 Uniform Loads (plf) Vert: 1.2-47, 2.3-61, 4-5=-10 Harz: 1-2=-57, 2-3=-71 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1.2-20, 2.3=35, 4-5=-10 Horz: 1.2=-30, 2.3=-45 14) MWFRS 3rd Wind Parallel: Lumber Increase.1.60, Plate Increm-1.60 Uniform Loads (pit) Vert: 1.2-47, 2-3-61, 4.5=-10 Horz: 1.2=-57, 2-3=-71 15) MWFRS 4th Wind Parallel: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1.2-20, 2.3-35,4.5--10 Hoe: 1-2.-30, 2-3.-45 16) MWFRS 1st Wind Parallel Positive: Lumber Increase-1.60, Plate Increase.1.60 Uniform Loads (pit) Vert: 1-2-27, 2-3-12,4.5=-20 Harz: 1-2m-57, 2-3=-42 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (of) Vert: 1-2=0, 2-3=-14, 4-5=-20 Horz: 1-2.-30, 2-3.-16 18) Uve Only: Lumber Increase-1.25, Plate Increase-1.25 , Uniform Loads (plf) Vert: 1-3=-30, 4-5--40 19) C-C Wind Positive+ Regular: Lumber Increase-1.60, Plate Inaeass-1.60 Uniform Loads (pit) Vert: 1.2.-29, 2-3=-102, 4-5.-35 Horz: 1-2=-31, 2.3=42 20) 2nd C-C Wind Positive+ Regular: Lumber Increase.1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1.2=-9112-3=-102, 4.5=35 Horz: 1-2-31, 2-3-42 21) MWFRS Wind Left Positive + Regular: Lumber Increase=1.60, Plate Increase.1.60 Uniform Loads (plf) Vert: 1-2=-18, 23--29, 4-5r35 Horz: 1.2=-42, 2.3=-31 22) MWFRS Wind Right Positive+ Regular: Lumber Increase.1.60, Plate Increase.1.60 Uniform Loads (plf) Vert: 1-2=-36, 23=-47, 4-5= 35 Horz: 1.2=-24, 2-3.-13 23) MWFRS fat Wind Parallel Positive + Regular: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pif) Vert: 1-2--18, 2-3=-29,4-5--35 Horz: 1-2- 42, 2-3=31 Scale -11.3 24) MWFRS 2nd Wind Parallel Positive +Regular; Lumber Increase-1.60, Plate Increase.1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-3=-48, 4-5--35 Horz: 1-2=-23, 2-3.-12 Diagonal Hip Girder A0111027 -1-2-8 2-9-1 0 1-2-8 2-9-10 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.20 Vert(LL) -0.00 7 >999 360 M1T20 , 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.14 Vart(fL) -0.00 9 >999 240 BCLL 10.0 ' Rep Stress Inc YES WE 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight: 14 to FT=0% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 2.9.10 oc purlins. BOTCHORD Rigid ceiling drectly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss eredlon, In accordance with Stabilizer Installation oulde. REACTIONS (Ib/size) 3 = 41/Mechanical 2 . 252/0-8-11 (min. 0-1-8) 4 40/Mechanical Max Horz 2 67(LC 8) Max Uplift 3 -28(LC 12) 2 -232(LC 8) 4 -19(LC 12) Max Orev 3 41(LC 1) 2 261(LC 2) 4 40(LC 1) FORCES (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-8-2881163 BOTCHORD 2-9=-156/313 NOTES 1) Wind: ASCE 7.10; Vult.170mph (3-second gust) Vasd-132mph; TCDL-5.0psf; BCDL.S.Opsh h-20ft; Cat. II; Exp D; Encl., GCpi.0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions sham; Lumber DOL-1.60 plate grip DOL-1.60 2) Truss designed for wind loads In the plane of the truss only. For studs exposed to vend (none[ to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Plates checked for a plus or minus 0 degree rotation about Its center. 4) Gable studs spaced at 2-0-0 oc. 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 10.Opsf on the bottom chard In all areas where a rectangle 3-6-0 tall by 2-0-0 vide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at Joints) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify rapacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of wilhstandng 28 lb uplift at Joint 3, 232 Ib uplift at Joint 2 and 19 lb uplift at Joint 4. 10)'Sarnkrigld 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: 1-3=-60, 4-5=-35 2) Regular Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1.3-70, 4-5.-20 3) IBC BC Live: Lumber Inaease.1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-30, 4-5=-40 4) C-C Wind: Lumber Increase-1.60, Plate Increase=1.60 Uniform Leads (plf) Vert: 1-2=170, 2-3-144. 4-5=-10 Harz: 1-2=480, 2-3.-154 5) 2nd C-C Wind: Lumber Increase=1.60, Plate Increase.1.60 Uniform Loads (pit) Vert: 1.2-129, 2-3.144, 4-5=-10 Horz: 1.2=-139, 2.3=-164 6) C-C Wind Positive: Lumber Increase=1.60, Plate Inaease.1.60 Uniform Loads (plf) Vert: 1.2-11, 2-3=-86, 4-5-20 Horz: 1-2=411 2-3.56 7) 2nd C-C Wind Positive: Lumber Increase-1.60, Plate Inaease.1.60 Uniform Loads (plf) Vert: 1.2-71, 2-L% 4-5=-20 Harz: 1-2.41, 2-3.56 8) MWFRS Wind Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=95, 2.3-61, 4-5.40 Harz: 1-2--105, 2-3= 71 9) MWFRS Wind Right: Lumber Increase.1.60, Plate Increase.1.60 Uniform Loads (pit) Vert: 1-2.24, 2-3.39. 4-5=-10 Harz: 1-2=-34, 2-3=-49 10) MWFRS Wind Left Positive: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2.27, 2-3.12, 4.5=-20 Harz: 1.2.-57, 2.3=42 11) MWFRS Wind Right Positive: Lumber Increase.1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2.4, 2-3.-10, 4-5=.20 Horz: 1-2.-34, 2-3= 20 12) MWFRS tat Wind Parallel: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2.47, 2.3-61, 4-5-10 Horz: 1-2=-57, 2-3=-71 13) MWFRS 2nd Wind Parallel: Lumber Incease.1.60, Plate Increase.1.60 Uniform Loads (pl1) Vert: 1-2=20, 2-3-35, 4-5-10 Hors: 1-2--30, 2-3=45 14) MWFRS 3rd Wind Parallel: Lumber Increase.1.60, Plate Increase-1.60 Uniform Loads (plr) Vert: 1-2-47, 2-3.61, 4.5-10 Horz: 1-2=-57, 2.3=-71 15) MWFRS 4th Wind Parallel: Lumber Increase-1.60, Plate Increase.1.60 Uniform Loads (pit) Vert: 1-2-20, 2-3=35,4-5=-10 Horz: 1-2=-30, 2-3=-45 16) MWFRS 1at Wind Parallel Positive: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=27, 2-3=12, 4-5=-20 Horz: 1-2=-57, 2.3=42 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase.1.60, Plate Increase-1.60 Uniform Loads (plo Vert: 1-2-0, 2-3=-14,4-5=-20 Horz: 1.2=-30, 2.3.-16 18) Uve Only: Lumber Increase.1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-30, 4-5=-40 19) C-C Wind Positive + Regular: Lumber Increase=1.60, Plate Increase.1.60 Uniform Loads (pit) Vert: 1-2=-29, 2.3-102, 4-5-35 Horz: 1.2=-31, 2.3.42 20) 2nd C-C Wind Positive + Regular: Lumber Increase=1.60, Plate Increase.1.60 Uniform Loads (pit) Vert: 1-2--91, 2-3=-102, 4-5=-35 Horz:1-2.31, 2-3.42 21) MWFRS Wind Left Positive + Regular: Lumber Increase.1.60, Plate Increase-1.60 Scale - 1:7.7 Uniform Loads (plf) Vert: 1-2-18, 2.3-29, 4-5--35 Harz: 1-2=42, 2-3= 31 22) MWFRS Wind Right Positive + Regular: Lumber Increase.1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2=-34, 2.3=-45, 4-5--35 Harz: 1-2=-26, 2.3.-15 23) MWFRS 1st Wind Parallel Positive + Regular: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1.2=-18, 2-3-29. 4-5.-35 Harz: 1.2=-42, 2-3-31 24) MWFRS 2nd Wind Parallel Positive+ Regular: Lumber Increase.1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-3-48, 4-5=-35 Horz: 1-2.-23, 2-3-12 156070 IHJD Jack -Open Supported Gable I 1 I,Inh Rafwranrn rn rtnnall I 1110281 -1-1-14 3x4 = LOADING (last) SPACING 2-O-0 - CSI DEFL In (loc) I/dell Ud PLATES GRIP TCLL 20.a Plates Increase 1.25 TC It Vert(LL) -0.00 2 n/r 120 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0:79 Vert(rL) 0.00 2 n/r 120 BCLL 10.0 Rep Stress Inv YE5 W B 0.00 Hom(TL) 0.00 rJa n/a BCDL 10.0 Code FSC2010/TPI2007 (Matdx) Weight: 4lb FT-0% LUMBER TOP CHORD 2x4 SP No2 BOT CHORD 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 0-10-6 oc pudins. BOTCHORD Rigid calling directly applied or 10-0-0 oc bracing. - MITe recommen s that Stabilizers and require cross bracing be Installed durIn truss erection, In accordance with StaNllzer Installation guide. REACTIONS Qbrsize) 2 = 239/0-10-6 (min. 0-1-8) 4 -89/0-10-6 (min. 0-1-8) Max Harz 2 46(LC 8) Max Uplift 2 . -344(LC 8) 4 -121(LC 2) Max Grav 2 . 274(LC 2) 4 . 157(LC 8) FORCES (Ib) 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=5.0psf; BCDL.S.Opsf; h.20ft; Cat. 11; Exp D; Encl., GCpl-0.18; MWFRS (envelope) and C-C Exterlor(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL.1.60 2) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Plates checked for a plus or minus 0 degree rotation about Its center. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. dlagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 last bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 10.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, with BCDL-10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 344lb uplift at joint 2 and 121 lb uplift at joint 4. 10) •Seml-rigid pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss. LOAD CASE(5) 1) Regular: Lumber Increase.125, Plate Increase.125 Uniform Loads (pit) Vert: 1-3=-60, 24=-35 2) Regular Only: Lumber Increase-125, Plate Increase=125 Uniform Loads (pit) Vert: 1-3=-70, 2-4=-20 3) IBC BC Live: Lumber Increase.125, Plate Increase.125 Uniform Loads (pit) Vert: 1-3= 30, 24- 40 4) C-C Wind: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-3=170, 2-4=-10 Harz: 2-3-180 Drag: 1-2-1 5) 2nd C-C Wind: Lumber Increase-1.60, Plate Increase=1.60' Uniform Loads (pit) Vert: 1.3-129, 2-4--10 Harz: 2.3=-139 Drag: 1-2-0 6) C-C Wind Positive: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1.3-11, 2.4--20 Ham: 2.3.-41 Drag: 1.2=-0 7) 2nd C-C Wind Positive: Lumber Increase-1.60, Plate Increase.1.60 Uniform Loads (plf) Vert: 1.3.-71, 2-0=-20 Harz: 2-3=41 Dreg: 1-2=0 8) MWFRS Wind Left: Lumber Increase.1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-3.95, 2-4.-10 Ham: 2-3=-105 Drag: 1-2.-0 9) MWFRS Wind Right: Lumber Increase-1.60, Plate Invease.1.60 Uniform Loads (plf) Vert: 1-3-73, 2-4=-10 Ham: 2.3=-83 Drag: 1-2-0 10) MWFRS Wind Left Positive: Lumber Increase.1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-3=27, 2-4=-20 Harz: 2-3=-57 Drag: 1-2=-0 11) MWFRS Wind Right Positive: Lumber Increase.1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1.3.5, 2.4=-20 Horz: 2-3.-35 Drag: 1-2=-0 12) MWFRS tat Wind Parallel: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1.3.47, 2.4--10 Ham: 2-3--57 Drag: 1-2=-0 13) MWFRS 2nd Wind Parallel: Lumber Increase-1.60, Plate Increase.1.60 Uniform Loads (pif) Vert: 1-3.20, 2-4.-10 Ham: 2-3=-30 Drag: 1-2=-0 14) MWFR53rd Wind Parallel: Lumber Increase.1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-3.47, 2-4.-10 Ham: 23=-57 Drag: 1-2.-0. 15) MWFRS 4th Wind Parallel: Lumber Increase.1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-3.20, 2-4.-10 Ham: 23-30 Drag: 1-2-0 16) MWFRS tat Wind Parallel Positive: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-3=27, 2-4=-20 Harz: 2-3=-57 Drag: 1-2=-0 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase-1.60, Plate Increase.1.60 Uniform Loads (pit) Vert: 1-3.0, 2-4.-20 Ham: 2.3.-30 Drag: 1.2--0 18) Uve Only: Lumber Increase-125, Plate Increase.125 Uniform Loads (pit) Vert: 1-3-30, 2A -40 19) C-C Wind Positive + Regular: Lumber Increase.1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-3= 29, 2-4=-35 Harz: 2-3.-31 Drag: 1-2.-0 20) 2nd C-C Wind Positive + Regular: Lumber Increase.1.60, Plate Increase.1.60 Uniform Loads (pit) Scale . 1:5.9 Vert: 1.3.-911 2-4= 35 Harz: 2.3.31 Drag: 1.2.0 21) MWFRS Wind Left Positive + Regular: Lumber Increase-1.60, Plate Increase.1.60 Uniform Loads (plf) Vert: 1.3.-18, 2-4=-35 Harz; 2-3-42 Drag: 1-2=-0 22) MWFRS Wind Right Positive Regular: Lumber Increase-1.60, Plate Increase.1.60 Uniform Loads (plf) Vert: 1-3=-34, 2-4=-35 Ham: 2-3.-26 Dreg: 1-2.-0 23) MWFRS tat Wind Parallel Positive+ Regular: Lumber Increase-1.60, Plate Increase.1.60 Uniform Loads (plo Vert: 1-3=-18, 2-4=-35 Hoe: 2-3=-42 Drag: 1-2--0 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase.1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-3.-37, 2-4.-35 Harz: 2-3.-23 Drag: 1.2.-0 I IU:L)rttjcmzo i)cvay ruugv_mrzutizl=zCJJCMotr: -1-0-0 1-3-14 1-0-0 1-3-14 2x4 LOADING (psf) SPACING 2-0-0 CS! DEFL In Qoc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.14 Vert(LL) -0.00 7 >999 360 MT20 2441190 TCDL 15.0 Lumber Increase 1.25 BC 0.04 Vert(rL) •0.00 7 >999 240 BCLL 10.0 • Rep Stress lncr YES WB 0.00 Hom(fL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2010/rP12007 (Matrix-M) Weight: 6Ib FT.0 LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2z4 SP No.3 BRACING TOPCHORD Structural vmod sheathing directly applied or 1.3-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing ns[alled Burin truss erection, rection In accordance with Stabilizer Installation aul I REACTIONS (Ibrsize) 2 14510-8-0 (min. 0-1-8) 4 15/Mechanical 3 25/Mechanical Max Horz 2 50(LC 8) Max Uplift 2 -156(LC 8) 3 -28(LC 12) Max Grav 2 156(LC 2) 4 = 19(LC 3) 3 = 26(LC 2) FORCES (Ib) 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.S.Opsf; h-20ft; Cat. II; Exp 0; Encl., GCpl=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60 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 10.0psf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2-0-0 Wde will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to glyder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 156lb uplift at Joint 2 and 28lb 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 Increase-1.25, Plate Increase.1.25 Uniform Loads (pit) Vert: 1.3=-60, 4.5--35 2) Regular Only: Lumber Increase-1.25, Plate Increase.1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-5=-20 3) IBC BC Uve: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pill Vert: 1-3=-30, 4-5=-40 4) C-C Wind: Lumber Increase.1.60, Plate Increase-1.60 Uniform Loads (pl1) Vert: 1-2=170, 2-3-144. 4-5= 10 Horz: 1-2=-180, 2-3=-154 5) 2nd C-C Wind: Lumber Increase=1.60, Plate Increase.1.60 Uniform Loads (plf) Vert: 1-2-129, 2-3-144, 4-5=-10 Horz: 1.2.-139, 2.3.-154 6) C-C Wind Positive: Lumber Increase=1.60, Plate Increase.1.60 Uniform Loads (pIQ Vert: 1-2.11, 2-3.-86, 4-5--20 Horz: 1-2.-41, 2-3.56 7) 2nd C-C Wind Positive: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (plf) Vert; 1-2.-71, 2-3.-86, 4-5=-20 Horz: 1-2.41, 2-3=56 8) MWFRS Wind Left: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2.95, 2-3=61, 4-5=-10 Horz: 1.2.-105, 2-3=-71 9) MWFRS Wind Right: Lumber Increase.1.60, Plate Increase.1.60 Uniform Loads (plf) Vert: 1-2.26, 2-3=40, 4-5=-10 Horz: 1.2-36, 2-3=-50 1.1 MWFRS Wind Left Positive: Lumber Increase.1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2=27,2-3.12,4-5=-20 Horz: 1-2= 57, 2-3-42 11) MWFRS Wind Right Positive: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1.2=6, 2-3-9, 4-5=-20 Horz: 1.2.-36, 2-3-21 12) MWFRS 1st Wind Parallel: Lumber Increase-1.60, Plate Increase.1.60 Uniform Loads (pit) - Vert: 1-2-47,2-3=61,4-5--la Horz: 1.2-57, 2-3-71 13) MWFRS 2nd Wind Parallel: Lumber Increase.1.60, Plate Increase.1.60 Uniform Loads (plfl Vert: 1.2-20,2-3-35, 4-5=-10 Harz: 1.2=-30, 2-3=-45 14) MWFRS 3rd Wind Parallel: Lumber Increase.1.60, Plate Increase=1.60 Uniform Loads (pill Vert: 1-2=47, 2-3.61, 4-5=-10 Horz: 1-2=-57, 2.3.-71 15) MWFRS 4th Wind Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2-20, 2-3=35, 4.5=-10 Harz: 1-2.-30, 2-3=-45 16) MWFRS tat Wind Parallel Positive: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2=27, 2.3=12, 4-5-20 Horz: 1-2.-57, 2-3=42 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase.1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=0, 2-3= 14, 4-5--20 Horz: 1-2=-30, 2-3-16 - 18) Live Only: Lumber Increase-1.25, Plate Increase.1.25 Uniform Loads (plf) Vert: 1-3=-30, 4-5.-40 19) C-C Wind Positive + Regular: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1.2— 29, 2-3.-102, 4-5=-35 Horz: 1-2=-31, 2-3.42 20) 2nd C-C Wind Positive + Regular: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2-91, 2-3— 102, 4-5.-35 Horz: 1-2=31, 2-3.42 21) MWFRS Wind Left Positive + Regular: Lumber Increase.1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2-18, 2-3-29, 4.5.-35 Horz: 1-2=-42, 2-3= 31 22) MWFRS Wind Right Positive + Regular: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2-33, 2-3=44, 4.5-35 Harz: 1.2— 27, 2.3=-16 23) MWFRS 1st Wind Parallel Positive + Regular: Lumber Increase.1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2-18, 2-3--29, 4-5--35 Harz: 1-2=42, 2.3.-31 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase.1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2=-37, 2-3=-48, 4-5=-35 Harz: 1-2.-23, 2-3=-12 Scale - 1:6.5 56070 ID:LJKBcMzb7JcVaYFDQgv_EfzO9z1 -1-0-0 1-2-6 2x4 LOADING (psn 'SPACING 2-0-0 CS DEFL In (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.14 Vert(LL) -0.00 7 >999 360 MT20 2441190 TCDL 15.0 Lumber Increase 1.25 BC 0.03 Vart(TL) -0.00 7 >999 240 BCLL 10.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a We BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight: Slb FT.O% LUMBER TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 1-2-6 oc purllns. BOTCHORD Rigid telling 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 ulde. REACTIONS (Ib/size) 2 142JO-8-0 (min. 0-1-8) 4 11/Mechanical 3 20/MechmIc l Max Harz 2 47(LC 8) Max Uplift 2 - -156(LC 8) 3 -24(LC 12) Max Grav 2 153(LC 2) 4 16(LC 3) 3 21(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-S.OpsF BCDL-5.epsh h-20f; Cat. II; Exp D; Encl., GCpl.0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL-1.60 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 10.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members, with BCDL. IO.Opsf. 5) Refer to glyder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 156lb uplift at Joint 2 and 24lb uplift at Joint 3. 7) "Semi -rigid pilchbreaks Win 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: 1.3=-60, 4-5--35 2) Regular Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1-3=-70, 4-5=-20 3) IBC SC Live: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pin Vert: 1.3--30, 4-5.-40 4) C-C Wind: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1.2-170, 2-3-144, 4-5-10 Harz: 1.2=-180, 2.3=-164 5) 2nd C-C Wind: Lumber Increase-1.60, Plate Inaeass-1.60 Uniform Loads (pIQ Vert: 1.2=129, 2-3-144, 4-5=-10 Horz: 1-2=-139, 2-3=-154 6) C-C Wind Positive: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2-11, 2-3--86, 4-5--20 Horz: 1.2=-41, 2.3-56 7) 2nd C-C Wind Positive: Lumber Increase=1.60, Plate Increasee1.60 Uniform Loads (pit) Vert: 1-2--71, 2.3.-86.4-5= 20 Harz: 1-2-41, 2-3.56 8) MWFRS Wind Left: Lumber Increase=1.60, Plate Increass-1.60 Uniform Loads (pin Vert: 1-2=95, 2-3-61.4-5.-10 Horz: 1-2-105, 2-3.-71 9) MWFRS Wind Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pin Vert: 1-2=26, 2-3=40, 4-5-10 Horz: 1-2=-36, 2-3-60 10) MWFRS Wind Left Positive: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=27, 2-3=12,4-5=-20 Horz: 1-2- 57, 2-3-42 11) MWFRS Wind Right Positive: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pit) Vert: 1-2=6, 2-3=-9, 4-5=-20 Harz: 1-2=-35, 2-3.-21 12) MWFRS tat Wind Parallel: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pin Vert: 1.2=47, 2-3=61, 4-5=-10 Horz: 1-2=-57, 2-3=-71 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pin Vert: 1-2=20, 2-3-35.4-5=-10 Harz: 1-2=-30, 2-3--45 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.60, Plate Increase.1.60 Uniform Loads (pit) Vert: 1-2=47, 2-3=61, 4-5.-10 Horz: 1-2=-57, 2-3.-71 15) MWFRS 4th Wind Parallel: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (plf) Vert:1-2-20, 2-3-35, 4-5.-10 Harz: 1-2--30,.2-3.-45 16) MWFRS tat Wind Parallel Positive: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1.2-27, 2-3-12,4-5--20 Herz: 1.2--57, 2.3--42 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=0, 2-3-14, 4-5=-20 Harz: 1-2-30, 2-3.-16 18) Live Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1-3-30, 4-5=-40 19) C-C Wind Positive + Regular: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=-29, 2-3-102, 4-5.-35 Horz: 1-2=-31, 2-3.42 20) 2nd C-C Wind Positive + Regular: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pin Vert: 1-2=-91, 2-3-102, 4-5..95 Harz: 1.2=31, 2-3=42 21) MWFRS Wind Left Positive+ Regular. Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (pin Vert: 1-2-18, 2-3--29, 4-5.-35 Ham: 1.2=-42, 2-3-31 22) MWFRS Wind Right Positive + Regular: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pin Vert: 1-2-33, 2-3=-44, 4-5-35 Horz: 1.2-27, 2.3=-16 - 23) MWFRS 1st Wind Parallel Positive+ Regular: Lumber Increase-1.60, Plate Increase-1.60 Uniform Loads (pin Vert: 1-2=-18, 2-3=-29, 4-5=-35 Harz: 1-2=-42, 2-3-31 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase-1.60, Plate Increase.1.60 Uniform Loads (pit) Vert: 1-2=-37, 2-3-48, 4-5--35 Harz: 1-2=-23, 2-3--12 Scale - 1:6.4