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HomeMy WebLinkAboutPROJECT INFORMATIONLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss desi ns rely on lumber values established by others. SCAf�NED BY St Lucie County ' RE: 1285755-PSLP-PIOLUNEK- MITek USA Inc Site Information: 6904 Parke East Blvd. T m a`FL33610-4115 Customer Info: PORT SAINT LUCIE PROPERTIES Project Name: PIOLUNEK rvl Sel: Lot/Block: Subdivision: Address: 5115 PALAMETTO DRIVE City: FORT PIECE State: FLORIDA Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): THESE PLANS AND ALL PROPOSED WORK Design Code: FBC2014/TPl2007 Design Program: MiTek 2M@L&tCT TO ANY CORRECTIONS Wind Code: ASCE 7-10 Wind Speed: 160 mph REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO Roof Load: 37.0 psf Floor Load: N/A psf COMPLY WITH ALL APPLICABLE CODES. . This package includes 63 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. I Seal# Truss Name Date No. I Seal# I Truss Name Date 1 IT13326541IA01 2/23/18 118 1 T13326558 1 BO6 2/23/18 12 IT13326542IA02 12/23/18 119 1T133265591B07 12/23/18 1 13 T13326543IA03 12/23/18 120 1T133265601B08 12/23/18 4 T133265441 A04 2/23/18 I21 � T13326561 I C01 2/23/18 1 I5 �T13326545�A05 2/23/18 �22 �T133265621CO2 12/23/18 6 T13326546 A06 2l23/18 123 T133265@31CO3 _ 2/-2-18 �7 1T13326547 A07 �2/23118 �24 IT13326564 C04 �2/23/18 �8 T13326548IA08 12/23/18 125 1T133265651C05 12/23/18 9 T13326549 I A09 2/23/18 26 I T13326566 1 C06 12/23/18 1 10 T13326550 A10 2/23/18 27 T13326567 1 C07 2/2 11 T13326551 A11 2/23l18 28 ll3326568 C08 2/2 12 T13326552 Al2 2/23/18 29 T13326569 009 2/2 13 T13326553 B01 2/23118 30 T13326570 CJ1 2/2 14 T13326554 B02 2/23/18 31 T13326571 CJ2 2/2 15 T13326555 B03 2/23/18 32 T13326572 CJ3 2/2 16 T13326556 804 2(23/18 33 T13326573 1 CJ4 2/2 17 1 T13326557 1 B05 2/23/18 134 1 T13326574 10,15 2/23/18. The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2019 IMPORTANT NOTE' The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSUfPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. RECEIVED MAR 0 5 W8 ST. Lucle County, Permitting I`1b 0 -L'*E COL�TY Ei R' �Y D FOR C Cl iVdD BY, LNSPECTIONT- WILL BE INIADE. Joya?a ER'P,F�N Z:. b\CENB-.�L �. 0 2 9 :9 F :�ru 00. O R `O P,'��% Ste_ _a�0 MiTek Usk Inc. FL Cert 6634 6904 Parlor East Blvd. Tampa FL 33610 Date: February 23,2018 JOB Finn, Walter 1 of 2 RE: 1285755-PSLP-PIOLUNEK - Site Information: Customer Info: PORT SAINT LUCIE PROPERTIES Project Name: PIOLUNEK Model: LOt7Block: Subdivision: Address: 5115 PALAMETTO DRIVE City: FORT PIECE State: FLORIDA No. I Seal# I Truss Name I Date , 35 1 T13326575 1 E01 2/23/18 136 1T133265761E02 12123/18 I 137 1T133265771EJ2 12/23/18 138 IT13326578IEJ3 12/23/18 I 139 IT13326579IEJ6 12/23/18 I I40 IT13326580IEJ7 12/23/18 I 141 IT13326581IEJ8 12/23/18J 142 1T133265821EJ61 12/23/18 I 143 I T13326583 I EJ62 12/23/18 144 IT13326584JEJ63 12/23/18 I 145 JT13326585JEJ64 12/23/18 I 146 IT133265861EJ65 12/23/18 I 147 1T133265871EJ71 12/23/18 I 148 1T133265881EJ81 12/23/18 I 149 I T13326589 I G01 12/23/18 I50 1T133265901G02 12/23/18 I 151 IT133265911HJ2 12123/18 I 152 1T133265921HJ3 12/23/18 I 153 T133265931HJ5 12/23/18 54 T13326594HJ6 12/23/18 I55 T13326595IHJ7 12/23118 156 I T13326596 I V01 12/23/18 J57 1T133265971V02 12/23/18 i 158 I T13326598 I V03 12/23/18 I 159 1T133265991VO4 12/23/18 I I60 I T13326600 I V05 12/23/18 161 1T13326601IV06 12/23/18 3 IT3326603 V07 12123/1813 I V08 2/23/186 2of2 Job Truss Truss Type Cry Ply f • T13326541 1285755-PSLP-PIOLUNEK A01 Common 1 1 Job Reference o tional Builders FirslSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 14:20:35 2018 m i Scale = 1:68.8 Sx6 = m Io 3x6 = 5x6 = Sx12 = 5x8 = 3x8 = LOADING (Pat) SPACING- 2-0-0 TOLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BOLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except' 10-11,11-12:2x4 SP NO.1 WEBS 2x4 SP No.2 CSI. Di in (loc) Well Ud PLATES GRIP TO 0.59 Vert(L-) -0.36 10-11 >999 240 MT20 244/190 BC 0.94 Ven(rL) -0.7811-12 >528 180 WB 0.33 Horz(TL) 0.15 8 Na n/a Maldx-AS Weight: 2081b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1Row at rnicipt 5-11,6-11.4-11 REACTIONS. (lb/size) 2=1389/5-9-13, 8=1515/0-7-10, 13=164/0-3-8 Max Horz 2=-430(LC 10) Max Uplift 2=-763(LC 12), 8=-776(LC 12), 13=-17(LC 12) Max Gmv 2=1480(LC 17), 8=1591(LC 18), 13=203(LC 3) FORCES. (lb) - Max CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 2736/1559, 3-4— 2453/1412, 4-5— 1756/1179, 56=-1722/1159, 6-7— 2559/1429, 7-8= 2847/1577 BOT CHORD 2-13=-1233/2688, 12-13=-1233/2688, 11-12=-834/2138, 10-11-868/1908, 8-1D=-124912469 WEBS 5-11=-701/1231,6-11-826/564,6-10=172/599,7-10=-419/415, 4-11=-750/550, 4-12=-158/484, 3-12=-407/413 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=151t; B=45ft1 L=40ft; eave=5ft;, Cat. II; 1 C; Encl., GCp1=O.18; MWFRS (directional) and C-C Exledor(2) -1-0-0 to 3-0-0, Intedor(1) 3-0-0 to 20-0-0, Exledor(2) 20-0-0 to 24-0-0 zone; cantilever left and night exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 13 except Qt=lb) 2=763, 8=776. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the lop chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Walter P. Finn PE No22839 MiTek USA Inc. FL Cod 6634 6934 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 A WARNING -Verily EeslgnparametemwdREAD NOTES ON TfUSANDMCLUD£DMD£KREFERANCEPAGEMO.74T4rvV 1G93(201SBEFORE USE Dedgn vdW tot use only Wth MTekSconnectom. RJstledgn G boretl oNy upon Finamefers shown antl Moral) an kxdh4dual brDUIng comporrenf. not ��- a huswMem. Were use,Her :xOdingdeakmer must verify theapplicaballyofdeslgn parametersand properly Incorporate lh$de9gn Into theoverall bulitlIng design. @achg au9cafed hie prevent buck Ing orricaviduol husweb and/or chord membersonly. Addiflonal temporaryand pemranen( bracing s1s ' MiTek' is always required for slabCdy and to prevent coticose with posibie pemnal Injury and property damage. For general guitlmce reg«dstg the fabrloaflon, storage, delivery. erection and bracing of noses and truss systems. see,kNSUmII Gaa91y C4tedo, DSB-69 antl BCSI Building Component 6904 Parke East Blvd. Satoty Inlormation avalable Rom loos Rate Im9Me. 218 N. Lee Sheet, Site 312 Alexontldo. VA 22314. Tamps, FL SW10 Truss Truss Type Oty PlyT13326542 r12ob • 85755-PSLP-PIOLUNEK A02 Common 1 1 Job Reference (op6onaN BuildersfirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 14:20:38 2018 Page 1 a1 Scale = 1:68.8 5x6 = 3x6 = 3x6 II 5x6 = 3x8 = 31B MT20HS = 3x4 = 3x6 = LOADING (pat) SPACING- 2-0-0 CSI. DEFL, in (roc) VdeB Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.53 Vert(LL) 0.13 14-17 >653 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(FL)-0.6210-12 >631 180 MT20HS 187/143 BCLL 0.0 Rep Stress lncr YES WB 0.61 HOrz(FL) 0.06 8 rda n/a BCDL 10.0 Code FB02014fFP12007 Matnx-AS .Weight: 215 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 WEBS 1Row at midpt 6-12 REACTIONS. (lb/size) 2=92/0-3-8, 14=1764/0-10-13, 8=1212/0-7-10 Max Ho¢ 2=430(LC 11) Max Uplift 2=-21 12), 14=-946(LC.12), 8=-624(LC 12) Max Grav 2=196(LC 21), 14=1771(LC 17). 8=1302(LC 18) FORCES. (Ib) - Max. Comp./Max Ten. -All forces 250 fib) or less except when shown. TOP CHORD 2-3= 220/725, 3-4=-878/579, 4-5=-1090/781, 5-6= 1051/794, 6-7= 1914/1045, 7-8= 2223/1213 BOT CHORD 2-14=-662/339, 13-14=630/318, 12-13= 159/882, 10-12= 527/1290, 8-10=-922/1915 WEBS 3-14=-1720/963, 3-13=-550/1332, 4-13= 571/387, 4-12= 58/330, 5-12= 341/638, 6-12=-837/557, 6-10=-168/607,7-10--439/430 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDLd.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat II; Exp C; End., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(i) 3-0-0 to 20-0-0, Extenor(2) 20-0-0 to 24-0-0 zone; cantflever left and right exposed; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members, with BCDL = 10.01 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=268, 14=946, 8=624. 7) This truss design requires that a minimum of 7116'structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Welter P. Finn PE Na12839 MiTek USA, Inc. FL Cart 6634 6984 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 Q WARNNG-Vedyd-9l parametem=d READNOTES ON TNISANDINCLVDEDMNEKREFERANOEPAGEMO-7473rev. 10Ad2015BEFOREBSE 139lgnvaBd fora onlyvMh MITeMeconnectors. l design kbasedonlyupon parametersshov anti lsforon lndlvltlual buildW component not � a trussefh yslem. Before use, e WidW designer mmtve4fy the appticciciny of designra pametersantl properlyblcoiporate hided lgn Into thve eorall buadngdengn. WacN0ltWkafetlistopreventbucwagofbWNitlualtruswebarld/orcfuxdmembersoNy. AtldtionaltemporaryandpermauentbraGng Alat WiTeIC Is always required for stab6lry orb to prevent collapse with pom3Ne pemndi Injury anti property damage. For general guidance regarding the fabrication, storage, doWery, erection and bracing of susses and fru s system% seeANSVVII Quality Cdtedo, DSB49 and BCSI BUBding Component 6904 Perko East BNtl. Safety Inrormalion available from Buts Rate Institute. 218 N. Lee Street, SLOB 312. Alexaudtla. VA 22314. Tanya, FL 3361 D Job Truss Truss Type Oty PIy r r T13326543 1285755-PSLP-PIOLUNEK A03 Common 1 1 Job Reference (opaonaU Builders FustSource, Fort Piece, FL 34945 S.130 s Sep 15 2017 MiTek Industries. Inc. Fri Feb 23 14:20:41 2018 5x6 = Scale=1:68.8 Dm 5� = 3x6 = 5x9 = Plate Offsets (X Y)- 12:0-2-4 0-1-81 13:0-3-0 0-3-01 18:0-3-0 0-3-01, 19:0-2-00-1-81. 111:0.4-0.0-3-01 112:0-4-0 0-3-41 113:0-4-0.0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Ved(LL) 0.32 13-16 >345 240 MT20 244/190 TCDL 7.0 Lumber COL 1.25 BIG 0.99 Vert(Q -0.69 12-13 >537 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.47 Horz(TL) 0.05 9 rVa Na BCDL 10.0 Code FBC2014/rP12007 Marti Weight: 214 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=156/0-3-8,13=1793/0-10-13, 9-1119/0-7-10 Max Horz 2=430(LC 11) Max Uplift 2=313(LC 12), 13=-1029(LC 12), 9= 573(LC 12) Max Grav 2=256(LC 21), 13=1822(LC 17), 9=1216(LC 18) BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling- directly applied. WEBS 1 Row at midpt 5-13.7-12 FORCES, (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 129/510, 3-4= 223f668, 4-5=-149/666, 5-6= 911/641, 6-7= 8761655. 7-8= 1714/925, B-9= 202511093 BOT CHORD 2-13=-586/237, 12-13= 101/487, 11-12=-409/1122, 9-11=-814/1739 WEBS 6-12=-222/481, 3-13= 282/345, 5-13=-1494/828, 5-12= 98/647, 7-12= 8211570. 7-11=-188/582, 8-11=-443/431 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.Opsf; h=15tt; B=4511; L--40f; eave=5N Cat II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C EMedor(2) -1-0-0 to 3-00, Interior(1) &.0-0 to 20-0-0, Extedor(2) 20-0-0 to 24-0-0 zone; cantilever left and right exposed; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip D0L--1.60 3) This truss has been designed for a 10.0 per bottom chard live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except fjt=11g) 2=313, 13=1029, 9=573. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Walter P. Finn PE No.22839 MiTek USA, Inc FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 0 WARNMQ-VMfydaefgnpmarn0.end READ NOTES ON THIS AND WCLUDEOMREKREFERANCEPAGEN 747J®v. 10M201SBEFORE USE. Design valltlforuseonly With MlreMcormecton. rNsdesign is basedonlyupon permnefersshown.antl is form hdividuol Wading component. not a husssystem. Before use, the bWlalrg desgner must verity the appllcabalryof design parametersand Propedy Incorporate e16 desgn into the overall otAdaudedgn. Brmhgmdicatedkloprevent LucWhgofln Mduafhuswebandtaclwrdmemb mMy. AtlalBorgl tempotaryesd permanent braGrg �p-T M!Tek' Is always mauhed for sto ycric! to Prevent collapse with pccuJa personal" arW properly damage. Forgenemiguldanceregardinghe fabrication storage, delivery. erection and braclrg of Imsesond true systems, seeA vSVTP11 Quality Cdleda, DSB49 and BCSI Building Component 6904 Parke East BNd. Safely Information avoilmle from Teas Plate InstiMe, 218 N. Lee Street. Sure 312. AlexandAa. VA 22314. Tampa, FL 33610 Job Truss Truss Type Ory Ply y r T13326544 1285755-PSLP-PIOLUNEK A04 Common 2 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 152017 MiTek Industries, Inc. Fri Feb 23 14:20:442018 al b Scale = 1:68.6 fr..:tra SxB = Sx8 = 5xB = 3x6 = 3x6 = LOADING (psi) SPACING- 2-0-0 CS]. DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Verl(LL) 0.46 13-16 >268 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 VBn(TL) 0.3613-16 >346 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.40 Horz(TL) 0.04 9 rVa rt/a BCDL 10.0 Code FBC2014/rP12007 Matfix-AS Weight 215lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 WEBS 1Row at midpt 5-13,7-12 REACTIONS. (Ib/size) 2=188/0-3-8, 13=1812/0-7-10, 9=1069/0-7-10 Max Horz 2=-430(LC 10) Max Uplift 2=-339(LC 12), 13=-1068(LC 12), 9=-546(LC 12) Max Gray 2=290(LC 21), 13=1812(LC 1). 9=1169(LC 18) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (11 or less except when shown. TOP CHORD 2-3-80/461, 3-4=-239f700, 4-5-162(680, 5-6i=-801/571, 6-7=-766/586, 7-8= 1613/858, 8-9=-1924/1026 BOT CHORD 2-13=-565/188, 12-13-170/294, 11-12=-348(1027, 9-11=-754/1650 WEBS 3-13-340/402, 5-13=-1428r/98, 5-12-179f759, 6-12= 160/382, 7-12=-826/570, 7-11=-189/591,8-11=-445/432 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--1.2psF BCDL=5.OpsF h=15ft; B=45ft; L=40f1; eaveSfl; Cat II; Exp C; Encl., GCpI=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 3-0.0, Interior(1) 3.0-0 to 20-0-0, Exterior(2) 20-0-0 to 24-0.0 zone; cantilever left and night exposed; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load honconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opst 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) except Qt=lb) 2=339, 13=1068, 9d46. 6) This Was design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2, gypsum sheetrock be applied directly to the bottom chord. Welters. Finn PE No.22839 MTek USA, Inc. FL Cad 6934 6904Parke East Blvd. Tampa FL 33610 Date: February 23,2018 Q WARNWG-Vedydesl9nparam0er4and READ NOTES ON MSANDWCLUOEDMNEKREF£RANCEPAGEM1 74TJrev. 1410SIV2015BEFORE USE Daslon valid fa use ody with lAfTels9connecton, tNs dedgn h loosed ordyupon paromelers shown, antl Isfor an IIWMdual Weding component, not ��- a Irus system. Before use, the buBdng designer mull verify the cWIcab0lyof design paranetemand Properly NCOraorate mhdesign Into the overdl bulldingdestgn. BrmglMlcatedhfoprevenl WCkllrg OflWMdudtrasweband/acMrdmembersody. Additional temporary and permanent broclrg ''KWIC Is always required for stability and to Prevent collapse with posile personal brkay and Popery damage. For general guldasce regarding me fabrication store, delNery, erection and bracing of trusses and tors systems, WeANSI/TPI I Quality Criteria, DSB489 msd BC51 BuOding ComPanenl 69M Parke East Blvd. Safety Infonoallon waecble Rom Truss, Fate Institute, 218 N. lee Sireef, S9te 312. Ale nddo. VA 22314. Tarrpa, FL 33610 Truss Truss Type Oly Ply y r T13326545 F1285755-PSLP-PIOLUNEK A05 Common 2 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries. Inc. Fri Feb 23 1420:472018 Page 1 ID:OMGHgVGe6ryE1YuEMmJmnYyfZ4F-VgeB7nUi mFjUzgm62Mnk74FRL1fX4F5F15jv3ziE7U ,h0.0 6-0-0 6-} t2 10.3-13 13.844 20-0-0 263-5 39-10-8 -0. 6-0-0 0- I12 4.2-1 3-5-1 68.2 ~ 6-3-5 13-7-3 Scale = f:68.3 6.6 = 316 = 5.8 = 5x8 = 5x8 = 3x6 = LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdee Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.46 12-18 >268 240 W20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Ven(TL) 0.36 12-18 >346 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.40 Horz(TL) 0.04 9 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -AS Weight 2131b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directlyapplied. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 7-11, 5-12 REACTIONS. (lb/size) 9=1005/0-6-2, 12=1808/0-7-10, 2=192/038 Max Horz 2=423(LC 11) Max Uplift 9---464(LC 12), 12=-1081(LC 12), 2=-329(LC 12) Max Grav 9=1105(LC 18), 12=1808(LC 1), 2=293(LC 21) FORCES. (Ito) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3- 109/448, 3.4- 2681687, 4-5=-192/667, 5-6=-805/567, 6-7=-770/580, 7-8- 16221867. 6-9- 1937/1046 BOT CHORD 2-12=-554/179, 11-12=-159/290, 10-11=-370/1038, 9-10=-812(1669 WEBS 7-11=-829/570, 7-10=-207/597, 8-10=-451/455, 6-11=-153/384, 5-11=184/757, 5-12-1420/821, 3-12-340/401 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--4.2psf; BCDL=5.Opsf; h=15f; 2=15ft; L=40tt; eave=5ft; Cat 11; Exp C; Encl., GCpi=0.18; MW FRS (direcilonal) and C-C Extedor(2) -1-0-0 to 2-11-14, Intedor(1) 2-11-14 to 20.0-0, Extedor(2) 20-0.0 to 23-11-14 zone; cantilever left and fight exposed ; porch left exposed;C-0 for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pal bottom chord live load noncencurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=464, 12=1081, 2=329. 6) This truss design requires that a minimum of 7116' structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. WalterP. Finn PE No.21839 thrfek USA, Ina FL Cat 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 AWARNWO.Verffydes/gnpammeterceniREADNOTESONMSMDWCLUDEDMREKREFERANCEPAGEM-T4".re.forUYI01SSEFOREUSE Design voild for use odywdh MRek®connectors.lNstleslgf 6lxae0 orgy upon parameters vwvm, antl 8 for m trrtlMWd buadag component not a truss system. Before use, the bullNrg desgner must vent' me applicability of dedixl p cameters and properly incorporate medesgn Into Mo overall buldirgtledgn. &acting frtl atetl is to prevent buckling of Individual lrasweb and/ot chord members orgy. Addnioralfemporaryandpermanenfbraclrg �iT�'(' Is always required for slabaltyand to prevent collapse win in pmalae personal bkr<y aW Property damage.For general m gultice regarding me fabrication, storage, delivery. erection and bracing of trusesand truss systems, WeANSlpPll Cuarly CrItedo, DSB-89 and aCSI Baading Component 6904 Perk. East Bled. Safety Information avollaae Sam Truss Piale berlitule. 218 N. We street. Bute 312. Alexandre. VA 22314. Tampa. FL 33610 ' b Truss TssType lyo t • T13326546ru 1 1 Job Reference (optional) Builders FirstSouroe, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 14:20:48 2018 5x6 % 5x8 = Scale = 1:68.9 3x6 = Sx8 = 3x8 = &4 = 5xe = 3x6 = 3,6 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.71 VerULL) 0.45 14-20 >276 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(TL) 0.34 14-20 >365 180 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(rL) 0.04 9 n(a rVa BCDL 10.0 Code FBC2014ITP12007 Matnx-AS Weight: 228111 FT=20/ LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 7-11, 5-13, 6-13 REACTIONS. Qb/size) 9=1024/0-6-2, 14=1731/0-7-10, 2=250/0-3-8 Max Horz 2=396(LC 11) Max Uplift 9= 478(LC 12), 14=-1028(LC 12), 2=-369(LC 12) Max Grav 9=1113(LC 18), 14=1731(LC 1), 2=330(LC 21) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 gb) or less except when shown. TOP CHORD 2-3=-65/332, 3-4=-160/529, 4-5= 789/582, 5-6= 602/633, 6-7= 876P03, 7.8= 1636/928, 8-9= 1955/1108 BOT CHORD 2-14=-417/148, 13-14=-486/373, 11-13=-1241701, 1&11= 462/1048, 9-10= 869/1686 WEBS 7-11=-779/583, 7-10=-195/595, &13=-584/335, &11= 473/786, &10=-461/458, 4-13=-482/1091,4-14= 1396/940,3-14=-249/308 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDLd.Opsf; h=15h; B=4511; L=40ft; eavedft; Cat. II; Exp C; Encl., GCpF-0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-11-14, Interior(1) 2-11-14 to 18-8-0, Exterior(2) 18-8-0 to 21-4-0, Intedor(1) 26-11-11 to 39-10-8 zone; cantilever left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle M-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 100 lb uplift at joint(s) except 6t=lb) 9=478, 14=1028, 2=369. 7) This thus design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. 9 I� Walter P. Finn PE NoIU39 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 O WARNING- Vedty devipnparametem and READ NOTES ON MA; AND INCLUDED MorEKBEFERANCE PAGE MO.7473 rev. 10011112015 BEFORE USE Design valkl for use only With MnekO connectors. TNsdeal m b basetl oNyupon parameters stmown, and btor an trdlNtlud Wilding component not a true system. Before use, the Watling designer must verify the applicaWllyof design parameters and lavperly incorporate lhSdesign Into line overall bWdagdedgn.Hachma hdlcatetlls to prevent WcMlrxl of lydlvkiuol imaweb amd/or chorU members oNy.Addlionaliempoiaryandpemmonentbracmg .'p9��S,y'OW b always required for stability and to preventcollape, with possible poexrmoi Wury and property damage. For genera griltlarmce regarding the fabrknibn, storage, delivery, erectlon and bracing of Iruaes and huasystemS, seeANSVE ll Quality Criteria, DSB-W and BCSI Balding Component 6904 Parke East BNd. Solely Information available from Truss Plate marble. 218 N. Lee Sheet. Sure 312. Alexandria. VA 22314. Tarr,a, FL 33610 Job Truss Truss Type dry Ply L p T73326547 1285755-PSLP-PIOLUNEK A07 Hip i 1 Job Reference o tional Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 152017 MiTek Industries, Inc. Fri Feb 23 14:20:49 2018 Page 1 10:QMGHgVGe6ryE1 YuEMmJmnYyIZ4F-R31xYTVHlt_CC75ADTOFgYAbA9ke?wV OiOaq_xaE7S q-0-0 6-1-12 101 i6-8.0 23-4-0 29-8� 33-104 39-10-8 -0_ 6� 4-2-1 6-43 } 6-e-0 194-3 4-2-1 6-0-4 —r Sz6 = c« 0 5 24 M Sze = Scale=1:69.2 3a6 = 6,63 — 3x6 — Sx8 = 3x4 = 3x6 — 3x4 103-13 76-8-0 23-4-0 29-83 391P8 103-13 6-43 6-90 6d-3 10-2-5 Plate Offsets (X,Y)— f2:0-1-12,0-1-81, f3:03-0,03-01, f5:03-8,0-2-41, f6:0-5-8,0-2-41 f8:0-3-0.0-3-01 t15:0-" 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Lad PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.55 Ved(LL) 0.43 15-18 >285 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(rL) -0.52 10-21 >687 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.67 Horz(TL) 0.04 9 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -AS Weight 219Is FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=239/0-3-8, 15=1746/0-7-10, 9=1020/0 6-2 Max Horz 2=355(LC 11) Max Uplift 2=-360(LC 12), 15=-1041(LC 12), 9— 475(LC 12) Max Grav 2=315(LC 21), 15=1746(LC 1), 9=1093(LC 18) BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-13, 6-13, 7-12 FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 62/338, 3.4=-190/535, 4-5=-645/504, 5.6= 500/551, 6-7=-10491768, 7-8= 15821971, 8-9=-183511071 BOTCHORD 2-15--414/146, 13-15=-511/435, 12-13=-278/811, 10.12=-651/1315, 9-10=-851/l568 WEBS 3-15= 302/357, 4-15= 1404/945, 4-13= 563/1117, 6-13= 682/450, 6-12= 265/630, 7-12= 698/483, 7-10=-100/404, 8-10=.313/315 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDLd.Opsf; h=15ft; B=I5ft; L--40ft; eavedft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-11-14, Interior(7) 2-11-14 to 16-8-0, Extedor(2) 16-8-0 to 28-11-11, Interior(1) 28-11-11 to 39-10-8 zone; cantilever left and fight exposed; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcunenl with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas Where arectangle 3-6-0 tall by 2-0.0 wide Will fit between the bottom chord and any other members, with BGDL= 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=360, 15=1041, 9--175. 7) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Walter P. Finn PE Nm.22639 MTek USA, Inc. FL Ced 66U U04 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 A WARNING- wd1ydecf8nparametera,and READ NOTES ON THMANOINCLUOEO,NREKR£FERANCE PAGEW74T3ree 1NNR01S8EFOREU9E DOSgnvdM(oruseoNywirh M11eMeconneclors.INs gnhbasedonlyuponpmametersshown.antlIsformbdMWd WidiWcomponent,not a rms system. Bef«e use, the bottling tle5pner mull veTN the appilcabllty of design p«aneiersand properly mcomorate Intl design Into the overall buidrg design. Bracing Indicated N to prevent WCMIM of lntllvdOd husweb ancUor chord members only. Atldili«ld temp«arymd permanent braW MiTek' Lsalwayion,stredf« wlihposadlepe ndpropedy tlamage. Forgenerand mtltopnevenicoling ceding eliveily of systems.C.gihe delivery, erection and bracing of hoses and truss systems. Ctlieda, DSB-T9 and BCSI Bu0Qm9 Component 8CSI srolar, Tamp Easl Blvd. a , AlexandrIO VA M Safety InlormaXon avdlable fiom true Bale InsfilNe, 218 N. Lee Sheer, Sere 312. Plexantldo, VA 22314. Safely Tampa. FL 3361m a. FIL Job Truss Truss Type Ofy ply r r T13326548 1285755-PSLP-PIOLUNEK A08 Hip 1 1 Job Reference (oDBonal) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 Im. Fri Feb 23 14:20:51 2018 5x6 = 2x4 11 5x8 = 5 623 7 24 Scale=1:70.0 9 ly 34 6.8 = W Kr2OHS = 3xe = 5xe = 2x4 11 3,6 = 10313 I &2 13-13 144 1911-2 32.412 7-70.40I 0 7-0.1224 Plate Offsets(XY)- f3:0-3-00-3-01 f5:0-3-00-2-01 f7:0-5-80-2-41 f8:0-3-0034) f11:03-00-3-01 LOADING (pso SPACING- 2-0-0 CSI. OEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate GOP DOL 1.25 TC 0.58 Vert(LL) -0.30 12-14 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Verl -0.52 12-14 >679 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr YES WB 0.80 Horz(TL) 0.05 9 Na n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 217lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=204/03-8, 14=1792/0-7-10, 9=1n19/0-7-10 Max Horz 2=316(LC 11) Max Uplift 2=-126(LC 12), 14=-875(LC 12), 9=481(LC 12) Max Grav 2=269(LC 21), 14=1883(LC 17), 9=1101(LC 18) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-12. 5-14 FORCES. (Ib) - Max. Comp./Max. Ten. -Aft forces 250 Qb) or less except when shown. TOP CHORD 23= 170/392, 34- 291/587, 4-5=-141/572, 5-6= 834/705, 6-7=-834/705, 7-8= 1219/829, 8-9-1824/1056 BOT CHORD 2-14=428/263, 12-14=-18/322, 11-12= 383/925, 10-11-829/1536, 9-10=-828/1539 WEBS 3.14=-347/329, 4-14- 270/363, 5-12-537/977, 6-12=-319/322, 7-12-361/256, 7-11=-196/486, 8-11=-699/511, 8-10=0/298, 5-14=-1378/887 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wlnd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--1.2psf; BCDL=5.Opsf h=15ft; B=45ft; L-401t; eavedit; Cat. II; Exp C; Encl., GCpI=0.18; MW FRS (directional) and C-C Eldenor(2) -1-0.0 to 3-0-0, Inledor(1) 3-0-0 to 14-8-0, Extedor(2) 14-8-0 to 30-11-14, Inledor(1) 30-11-14 to 4D-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip D0L--1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.60 tall by 2-0-0 wide will fit between the bottom chord and any other members, With BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) 2=126, 14=875, 9=481. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Welter P. Finn PE No.22039 fdiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 23,201 B AWARNWG-Ved/ydeaignpammeramsnCREADNOTES ONTMSANDWCLUDEDMREKREFERANCEPAGEM-747Jrev.taN3Q01SBEFOREUSE OeSgs valid for use only Won tABek9 connectors. This design Is basedonly upon parameters sham. and Is form hdltl al buadlrrg component, not a trues system. Before use. the bdlcfn designer mmf verify tine cippllcalculy of tledgn parametersanti properly i ncorcorole, this design Into the overall building design. Bracing intllwted is to budding of lidlvidud tassiWeb and/or chord members only. Adtlillenal temporary and permanent bracing >MiTek* prevent Is dways required for stabaityand to prevent collapse Win possble Personal trnssy ad property damage. For general gWd rote regarding the fabkatlon storage, delivery, erection and bracing of fsusses and imsssystems, seeAN51/IPi16uality Criteria, DSB-89 and BCSI Bultding Component 69N Parke East Blvd. Safety Inrarmallon Mcf able Rom Truss Plate buiilute. 218 N. Lee Street. Sole 31Z Alexandria. VA 22314. Tarrpa. FL 33610 Job Truss Truss Type Dry Ply 9 T13326549 1285755-PSLP-PIOLUNEK A09 Hip 1 i Job Reference (op9onap Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 162017 MiTek Industries, Inc. Fri Feb 23 14:20:53 2018 Page 1 I D:OMGHgVGe6ryE1YuEMmJmnYyIZ4FJq7SNgYoL5UehlOxSISB_OKH7m6kxl i_ddYl7iziE70 1-0- 6-0-8 103.3 13-0-0 19-10-4 27-0-0 33-2-/2 40-0-0 -0. 6-U8 4-2-11 2-8.13 6-10-4 7-1-12 62-12 6-9-4 Scale = 1:68.9 6xE — 2x4 II Sx8 = 5 23 24 6 25 26 7 ax6 = 6x8 = 3x6 = Sx8 = Sx6 = 2x4 II 3x6 103-3 6 19-10-4 27-0-0 33-2-12 400.0 at 47-1 7-1-12 6-2-12 69-0 Plate Offsets (X Y)— t5:0-3-0 0-2-01 F7:0-5-8 0-2-41 f l l:03-003-01 LOADING (psi) SPACING- 2-0-0 Cat. DEFL. in (too) .I/dell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.49 Ven(LL) -0.26 12-14 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 SC 0.72 Ven(TL) -0.47 12-14 >767 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.53 Hoa(TL) 0.04 9 We n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 211 lb FT=20% LUMBER - TOP CHORD 2x4 SP No2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-14, 5-12, 7-12 REACTIONS. (lb/size) 9=10OS/Mechahical, 2=159/0-3-8, 14=1850J0-8-14 Max Ho¢ 2=282(1_0 11) Max Uplift 9=-476(LC 12), 2= 109(LC 12), 14=-898(LC 12) Max Grav 9=1086(LC 18). 2=221(LC 21), 14=1923(LC 17) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 197/482, 3-4= 349/673, 4-5= 232/661, 5-6=-893/731, 6-7= 893/731, 7-8_ 1329/885. 8-9= 1840/1093 BOT CHORD 2-14=-488/294, 11-12---470/1045, 10-11=-874/1563, 9-10=-874/1553 WEBS 3-14= 366/356, 4-14= 201/299, 5.14=-1422/952, 5-12=416M 204, 6-12=-432/443, 7-12=-354/226,7-11=-163/479, 8-11=-591/461 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL.=4.2psf; BCDL=5.0psh, h=15f; B--45ft; IRON; eave=5f; Cat. II; Exp C; Encl., GCpi=0.16; MW FRS (directional) and C-C Eidedor(2) -1-0-0 to 3-0.0, Intedor(t) 3-0-0 to 13-0-0, Exterior(2) 13-0-0 to 32-7-14, Interlor(1) 32-7-14 to 40-0-0 zone; cantilever left and night exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opst on the bottom chord in al I areas where a rectangle 3-6-0 tall by 2-0-0 wide will Nl between the bottom chord and any other members, with BCDL = l O.Opsf. 6) Refer to girder(s) for truss to Muss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 1001b uplift at joint(s) except Qt=lb) 9=476, 2=109, 14=898. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Walter P. Finn PE No.22839 MiTek USA, Inc FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data. February 23,2018 Q WARNING -Vedydesr9n Pannnt*MMdREAD NOTES ON MSANDWCLUDED aaITEKREFEHANCEPAGEMr1-7473rev. 14D 015BEFOREUSE De4n valid for use odyWh Mllek®connectors. lhlsdeslgn k basedody upon pmameten shown, and! Is for on I lducl Wadhg component, not a tiu syslem. Before use, the bWdrg designer mull vedy the opPlicab9ilyof desgn parameters and Woperly hcoryorole ihkdesign Into the ovemll pia blAdingdeslgn. Brachglndicafedistoprevent WctllrgofhWMdudhusswebafor Cl rdmembemody. Addaonal temporary antl permanent broclrg 6dwaysregdredfmsta iya lopreventcoilapsewlthpossNe We hyxymWpropedyd=nage. Fw general guitlakeregmdlrg the iW(Tek( fabrication storage, delivery. erection and bracing of tnrsseacn l truss systems, secA 4SI/TPII Qual y Criteria, D56-69 and!BCSI Building Component 6904 Parke East Blvd. Safety Informallon avdlade from buss Rate Institute, 218 N. Lee Street. S011e 312. Nexondro, VA22314. Tempe, FL 33610 Job Truss Truss Type Oly Ply 1 r T13326550 1285755-PSLP-PIOLUNEK A10 Hip 1 1 J b Reference (opt onal) euuueta rnsloomaa, rmr neoe, rL urevo a.16U s oep lb 4U1 / mu eK InOUSIneS, Inc. Ffl Yen 231412U:b8 ZU1a Scale - 1:68.9 6x6 = 5x6 = 3x4 = Sx6 = 6 25 626 727 28 8 3x6 = 6,8 — 6x8 = 3x6 = 3x4 = 6x8 = 2.4 11 3x6 — LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.41 BC 0.78 WB 0.52 Matfix-AS DEFL. in (loc) Vdefl Ud Vert(LL) -0.14 12-13 >999 240 Vert(rL) -0.39 12-13 >979 180 Horz(TL) 0.06 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 2131b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 WEBS iRow at midpt 6-15.7-12 REACTIONS. (lb/size) 10=1076/Mechanical, 2=-8/0-3-8, 16=1946/0-10-13 Max Harz 2=241(LC 11) Max Uplift 10=-511(LC 12), 2= 199(LC 22), 16=-939(LC 12) Max Grav 10=1129(LC 18), 2=55(LC 10), 16=1946(LC 1) FORCES. (Ib) - Max. Comp./Ma:c. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 340/727, 3-4=-470/868, 6-7= 1259/893, 7-B=-1399/1039, 8.9=-1587/1058, 9-10=-1976/1242 BOT CHORD 2-16=-682/416, 15-16=-805/657, 13-15= 416/941, 12-13=-676/1344, 11-12= 1019/1694, 10-11=1019/1694 WEBS 3-16=-313/305, 4-16=-1676/1118, 4-15=-841/1401, 6d 5_ 1250/837, 6-13= 237/640, 7-13=-347/344, 8-12=-142/407,9-12= 450/403 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=160mph (3-second. gust) Vasd=124mph; TCDL=3.2psF, BCDL=5.Opsh, h=15ft B--45ft; L=40N; eave=51t; Cat. II; Exp 4 Encl., GCpi-0.18; MW FRS (directional) and C-C Ederior(2) -1-0-0 to 3-0-0, Intefior(1) a 0-0 to 11-0-0, Fxtedor(2) 11-0-0 to 34-7-14, Interior(l) 34-7-14 to 40-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL--1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide Will fit between the bottom chord and any other members, with BCDL= 10.0psf. 6) Refer to girder(s) for truss to truss connections. 1 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) 10=511, 2=199, 16=939. , 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheelrock be applied directly to the bottom chord. WalterP. Finn PE No.22839 MITek USA, Inc. FL Cad 6634 6904Parke East Blvd. Tampa FL 33610 Date: February 23,2018 ®WARNWG-Vedfydeslgnpa2mef..dRE4D NOTES ON MIS AND WCLUDED MREK REFERANCE PAGE M 7473 r4V. 1a MOISaEFOREUSE. Eason valid form oNy Wth Milek®connectors. Utsdeagn is basetl onlyupon parameters stlown. antl is foran nalvkkwl Wadklg component. net �- a Inns system. Before use, the bdidng desgner must ve4y fne appllcaU0lryof tlesgn neamefersand prope4y Ncoiporote me design erto me overt l outdngdesign. Brmbglt lcotedbtopmvent WcklilgofNdvlduall %veba /orchordmembersoNn Addllonallempororyandpenanombradg 9�y. k• MOW Is always realdred for slabaByentl to prevent collapse with WAINe personal Miry ant! property damage. Forgeneralguldulceregardingme fabrication, storage, delivery. erection and bracig of tv and tnlsaswtemz s NSWPiI Quality C61ada, MB49 and Rest ButidlngC rnponenl 69" Parke East BNd. Solely Information avalablo from Truce Plate Institute, 218 N. We Street. sure 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qiy ply r r T13326551 1286755-PSLP-PIOLUNEK All Hip i 7 Job Reference (optional) aulluers MMIs ource, ran rleae, IL ava4b a.13U S Sep lb ZU1 / MI I eK meUSUl65, ]M. 1'D F9b 23 142U:b1' M8 rage 7 ID:QMGHgVGe6ryE1 YuEMmJmnYyfZ4F-CbEzDCcIPK_3AMiih8X78EVwMNQutSsaYFW FGUziE7K 6-3-6 9-40 131-0-0 33-8-10 40-0-0044 23714 16 ]2-69 l 2-8-10 6-3-6 Scale =1:6&7 Sx8 — 3x4 = 5x6 = 5x8 = 6.00 12 4 25 2627 5 6 28 29 30 7 2x4 \� 2.4 3 8 31 32 024 2 Iititt� n 9 e 16 15 14 13 12 11 10 3x6 = 3x4 = 3x6 = 3x6 — 3,a = 3x6 = 3x4 = Sx8 = LOADING (psp TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 125 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/rP12007 CSI. TC 0.67 BC 0.90 WB 0.97 Matrix -AS DEFL. in (too) Vdetl Ud Ven(LL) 0.36 13-15 >999 240 Vert(rL) -0.66 13-15 >607 180 Horz(TL) 0.15 9 rda n/a PLATES GRIP MT20 244/190 Weight: 1981b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied. 11-14: 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. fib/size) 9=1424/Mechanical, 2=1224/6-10-5, 16--366/0-3-8 Max Ho¢ 2=200(LC 11) Max Uplift 9=-687(LC 12), 2=-681(LC 12), 16=-115(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2206/1548, 3-4=-2027/1471, 4-5— 2846/1976, 546— 2918/2013, 6-7=-2913(2013, 7-8=-2383/1629, 8-9— 2569/1710 BOT CHORD 2-16=-1280/1895, 15-16=-1280/1895, 13-15-1071/1792, 12-13=-1679/2846, - 10-12= 1196/2117, 9-10---1408/2225 WEBS 3-15=-214/804, 4-13=-771/1291, 5-13-489/452, 6-12=-412/434, 7-12-634/1018, 7-10=-147/355, 8-10=-236/314 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--4.2psf; BCDL=5.Opsh, h=15ft; B=451t; L110ft; eave=5ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Eldedor(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-", Exledor(2) 9-0-0 to 36-7-14, li tedor(7) 36-7-14 to 40-0-0 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) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to glyder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at Joint(s) except Qt=lb) 9=687,2=681,16=115. 8) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. I WalterP. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 SSM Parise East Blvd. Tampa FL 33610 Date: - February 23,2018 O WARNING- Veri/yd.19.1.amelersand READNOTESON TNISANDWCLUDEDM/TEKREFERANCEPAGEM&7473rev. 1010120163EFOREUSE Design valid for use oNy vMh Mllon)connectors. IM design is based orly upon parameters shown,and h for an lrWMtlual building component not �R ®` a husssystem. Before use, the bWidngdesignermeatveerytheappllcablltyofdesgn parameters and vocedyincorporate thRdesgnInto theoverdl buldWdeyM. &mhgln atedlstoprevenibuCWhgot[Wividudinaswebasxi/achordmembessoNy. AtldltioroltemPaaryantlpeimanenfbradrg 9/L 'MiTeIC 8 always YmWred for stability and to prevent collapse with posamle personal" and aopady damage. For general gukkme regadng Me fabrk;ellon, storage, delivery, ereclion and bracing of trusses and true systems seeMSVVII Quality Criteria, DSB49 and BCSI BUOding Component 69N Parke Ean Blvd. Safety Information avdlable from Tnas Plate aatitule. 218 N. Lee Sheet, Sete 312, Alexan Ma. VA 22314. Tarry., FL 33610 Job Truss Truss Type any Ply t I T13326552 1285765-PSLP-PIOLUNEK Al2 HIP GIRDER 1 2 Job Reference (optional) a. oo a oc' ,n cu,t rvn en umusuros, mc. rn reDeJ 14:eEUd Lula Scale = 1:70.3 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 6xS - 4.6 = 7x10 = 4x6 = 7x10 = 2x4 11 600 12 NAILED NAILED NAILED NAILED NAILED NAILED NAILED Ex8 = 3 18 19 20 4 21 22 23 245 25 26 27 6 28 29 30 7 31 32 33 8 9 15 34 35 14 W 37 3813 39 40 41 1242 43 44 11 45 46 47 4810 4x6 = 2x4 II NAILED NAILED 7.10 NAILED 5x8 = NAILED 7x10 = NAILED NAILED Sx6 = NAILED NAILED Gx8 = - Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED LOADING (pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/TP12007 CSI. TC 0.68 BC 0.85 WB 0.63 Matrix -MS DEFL. in Vert(1 ) 0.51 Veri(TL) -0.61 Horz(TL) 0.15 (loc) Vdefl Ud 13 >942 240 13 >591 180 10 r1/a Na PLATES GRIP MT20 244/190 Weight 532 He FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-2-4 oc puriins, 13: 2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-13 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 2=311310-7-10, 10=3304M1echanlcal Max Horz 2=201(LC 8) - Max Uplift 2=-1647(LC 8), 10=-1716(LC 8) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less eiccept when shown. TOP CHORD 2-3=-6494/3331, 3-4=-8731/4589, 4-5= 9801/5129, 5-6= 9801/5129, 6-7- 8741/4568, 7-8= 5821/3030 BOT CHORD 2-15=-302315746, 14-15=-3018/5717, 13-14=-4605/8786, 12-13=-4584/8794, 11-12=-3071/5920, 10-11= 493/870 WEBS 3-15=-1091741, 8-10=3282/1944, 8-11= 2852/5620, 3-14= 1768/3528, 7-11=-2297/1524, 4-14=-1399/1024, 7-12= 1680/3218, 4-13= 56411168, 6-12= 1237/939, 5-13=-720/681, 6-13=-588/1138 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--1.2psf; BCDL=5.Opst, h=15ft; B=4511; L=4011; eaveSft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 7) . This imss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle M-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) jlefer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except fjt=11b) 2=1647, 10=1716. 10) "NAILED" indicates 3-1 Od (0.148"xW) or 3-12d (0. 1 48"x3.25") toe -nails per NDS gultllines. Welter P. Finn PE No.22839 MTek USA, Inc FL Cart 6634 11) Hartger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 3001b down and 355lb up at 6904Parke East Blvd. Tampa FL 33610 7-0-0 on top chord, and 3801b down and 1451b up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is Date: the responsibility of others. February 23,2018 ntlortl ®WARNING- Ved7ydes1gOparemete..dRE DNOTES ON MS AND INCLUDED MREKREFERANLE PAGENO-747j... 11/ 20159EFOREUSE Design vaildfor use orvyv tlb MlTeldhconnectors. thlecesign 6 based orayupon parametersstwwn, and Is for M individual buAtlirg comnonent,not ��- a runs system. Before use, the bu cin, designer must verity the opplicablity of design parameters and properly hlco,orots title design Into the overall Wltlalg tleslgn.BrmhlgiMlctedhtoprevent WCMiWofbdNidualirusswebarxt/oreMMmembersoy. Adarionaltemporaryandpermanentbracing MiTeK Is always requhed for staboByand to prevent collgxe with possmle persord lnlury and propedy damage, fw general guitlance regardlrlg the fabrlcalbrt storage, tlellvery, erection and bradrg of hussesantl fruss sysiemz seeAN31/IPII 6uolity Clileria, Ds8d9 and 8C618uilding Component 6e04 Parka East Blvd. safety Information oval from Truss Rate Immure. 218 N. Lee Sheet Suite 31S Alexandra, VA22314. Tampa. FL 33610 - Job Truss Truss Type Qy Ply s 1 T73326552 1285755-PSLP-PIOLUNEK Al2 HIP GIRDER 1 2 Job Reference o Bonal Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 152017 MiTek Industries, Inc. Fri Feb 23 14:21:03 2018 Page 2 ID:QMGHgVGe6ryEIYUEMmJmnYyfZ4F-11bEUFg3?AkDUHgs2PeXOVlyYoU1 HGYSwBzZT7ziE7E LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3— 54, 3-8=-54, 8-9=-54, 2-10= 20 Concentrated Loads (III) Vert: 3— 165(F)8— 122(F)14=-62(F) 15=-380(F)4=-117(F)18= 117(F)20=-117(F)22=-117(F)23= 117(F)24= 117(F)25=-117(F)26=-117(F)27=-117(F) 28=-117(F) 29= 117(F) 30=-117(F) 31=-117(F) 32=-117(F) 33= 117(F) 34=-62(F) 35=-62(F) 36=-62(F) 37= 62(F) 38=-62(F) 39=-62(F) 40=-62(F) 41=-62(F) 42=-62(F)43=-62(F)44= 62(F)45=-62(F) 46=-62(F)47=-62(F)48— 64(F) Q WARNING. W tydesignparamefersznd READNOTES ON IrMSAND INCLUDED WEKREFERANCEPAGEMIh74Ydrev. I&T22016BEFORE USE Design valid for use ordyw Mlleldtconnectm. lNsdesign IS basedonlyapon parametersstavm, antlisfor an Individual Wlldhgcomponent.net a hus system. Before use, One buildng designer mtrsi vedN Ine opp cabBlN of design porometers onci M edy hcoiporate ihk desI Into ha overall buOdlrgcodgn. Wmhgl�tedlstopreventWcHirgoftn Wuolhusswebaforchordmembersonly. AtlNrloraltemporarymrdpermanenibracing 'M!Tek( Is alwaysrequlted for stabOlyond to prevent collapse with posibte poison hlury and property damage. Forgeneral'W eregardlrgthe fabrlcafb storage.delivery, erectlon and brochg oftrusesend tmssystems seemsbiv11 Quality C4teria, W849 arM BCSI BUBding Component 6904 Parke East Blvd. Safety Infamallon available horn I. Rate InsBOWe. 218 N. Lee sheet, sure 312. Alexa rla. VA22314. Taapa, FL 33610 Job Truss Truss Type Oty Ply n 1 T13326553 1286755-PSLP-PIOLUNEK B01 Common 2 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 14:21:072018 Page 1 ID:OMGHgVGe6ryE1YuEMmJmnYyIZ4F-vXrkJcja2PFfNuTdHFiTYLvfrPrGD1 m2rpxncuziE7A 11-0-0 6-1-13 18-8-11 F 20 263-5 2�-8-9 33-840 33q 0-3 IrO-d 6-1-13 7-6-14 63.5 6-3-5 0.S4 7-0-1 0- -9 4x6 = 11 3x4 = 3x8 MT20HS = &a _ 5x6 = 3x6 11 3x6 103-4i 26-8-9 29-8-12 338-10 103-4 i6-5-5 3-03 3-11-14 Scale = 1.64.8 Plate Offsets (X Y)— r2:0-2-0 0-1-81 13:0-3-0 030) 17:0-2-12 0-2-01 r9:03-0 0-3-41 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54' Vert(LL) -0.28 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.54 10-12 >742 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(FL) 0.09 8 We n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS - Weight: 1911b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (Ib/SIZe) 2=130610-7-10, 8=1233/0-3-8 Max Horz 2=344(LC 11) Max Uplift 2=-659(LC 12), 8=-597(LC 12) Max Grav 2=1375(LC 17). 8=1260(LC 18) BRACING - TOP CHORD Structural wood sheathing directly applietl, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-10, 4-10 FORCES. pb) - Max. Comp./Ma c Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2382/1280, 3-4=-2079/1118, 4-5— 1242/866,.5-6= 1281/881, 6-7=-1008/582, 7-8=-1276(741 BOT CHORD 2-12=-1207/2314, 10-12=-811/1710, 9-10-569/1071 WEBS 5-10=-456/822, 6-9=-545/416, 7-9=-433/1091, 4-10= 815/554, 4-12= 166/581, 3-12=-427/419 NOTES- 1) Unbalanced roof live loads have been consideredfor this design. 2) Wind: ASCE 7-10; VUlt=160mph (3-second gust) Vasd=124mph; TCDL=1.2psf; BCDLd.Opsf; h=1511; B=451t L=34ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extenor(2) -1-0-0 to 2-4-7. Interior(1) 2-4-7 to 20-0-0. Extedor(2) 20-" to 23-4-7 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This thus has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas Where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I0.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except at=lb) 2=659, 8=59T 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Walter P. Finn PE No.22839 MTek USA, Ina FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 ®WARNWG-Venryde gnpa otmmd READNOTES ON THISANDMCLUDEDMREKREFERANCEFAGEM674nmv faN3Q015BEFORE USE • Milan valld for use only With MITeMconnectors. Mdedgn k based ONy UPon parameters shown, and star an adlviNrot bffi➢ng component not w` a truce system. Before use, the WNding designer must verify the opWlcabtityof design parameters and properly incoryorate rub de3Ign Iola the overall bWdinB design. Bractlg irdlcaled l5 to prevent bucl ing ofirdviduat tmssweb and/or chord members arty. Addilionaltempomryadpennanentbrackp 'MiT®k7 bdwaysrecul for stabtiltyard topreventcollapseWBhpooMe personal Injury and properlydanage. ForgeneralguWmcenegardingttre mIxiicallo% storage, delivery, erecitm and bracing of trusses and true systems, accANSI(TRl Quality Cf laflo, DS13-89 and BCSI BuilGng Component 69N Parke East BWd. Safety Information ava9able from Tens Note Institute. 218 N. Lee Street, sure 312 Alexandra. VA 22314. Tarrya, FL 33610 TrussType Oy PlyT73326554-PSLP-PIOLUNEK F1286755 FBOU2 Hip 1 1 Job Reference o lional Builders FustSource, 1-on Piece, FL 34945 8.130 s Sao 15 2017 MiTek Industries. Inc. Fri Feb 23 14:21:09 2018 4x6 = Sx8 = 20 3x6 = 3.4 = 3x8 W20HS = 3x8 = 3x4 = 5,6 = 3x6 11 Scale = 1:66.3 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014ITP12007 CSI. TC 0.53 BC 0.89 WB 0.58 Matrix -AS DEFL, Ve t(LL) Vert(rL) HOrz(TL) in (loc) Ndefl Jcl -0.24 12-14 >999 240 -0.49 12-14 >819 180 0.09 9 n/a rda PLATES MT20 MT20HS Weight: 216 lb GRIP 2441190 1871143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 7-11, 6-12.4-12 REACTIONS. (lb/size) 2=130610-7-10, 9=1233/0-3-8 , Max Horz 2=325(LC 11) Max Uplift 2=-659(LC 12). 9=-597(LC 12) Max Grav 2=1370(LC 17), 9=1250(LC 18) FORCES. (ib) - Max. ComplMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3-2371/1331, 3-4=-2064/1169, 4-5— 12951952, 5-6=-1120/931, 6-7-1251/943, 7-8= 996/612, 8-9= 1261l778 BOTCHORD 2-14=-1285/2291, 12-14= 886/1682, 11-12=-499/1134, 10-11-606/1054 WEBS 7-10— 548/441, 5-12=-286/427, 6-12=-226/391, 6-11— 97/272, 8-10— 474/1068, 4-12=-775/560, 4-14=-168/579, 3-14— 435/423 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDLS.Opsf, h=15ft; B-4511; L=34ft; eave=4ft; CaL II; Exie C; End., GCpi-0.1 B; MW FRS (directional) and C-C Extedor(2) -1-0-0 to 2-4-7, Intedor(1) 2-4-7 to 19-0-0, Exterior(2) 19-0-0 to 21-0-0, Interior(1) 25-9-4 to 33-6-14 zone; cantilever left and right exposed ;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This miss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3f6-0 tall by 2-0-0 wide will 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 1001b uplift at joint(s) except Qt=lb) 2=659, 9597. 8) Thls truss design requires that a minimum of 7116'structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. WalterP. Finn PE No.23839 IdiTek USA, Inc. FL Cart 66U 69M Parke East Blvd. Tampa FL 33610 Data: February 23,2018 Q WAHNWG-Vedlydeslgnparamefema dHEADNOTES ON THISANDWCLUD£DMNEKBEFERANGEPAGEU&74TJrev. IdeXi2015BEFORE USE Design valid for use only with kN1ek49 connectors. Uxsdeslgn k based orsyupon parameters snown, antl Lsfor m IMMdud WHtllrg component, rwl a frees system. Before use, the bu0ding designer must venty the applicabeiNol dasim parameters antl properly atcortwrote th6design Into the overall bulldrgdesgn. OrmtglMk tedbtogevmf Wcldkg ONMlvldualtmswebaforcl dmemb moNy. Addltlonaltempotarymtlpermmentbradrg MiTeK Is dwaystequlred for stability and to prevent collapse with possible persorxtl trf)ury and propertyd®nage. Forgeneralgrsdanceregarcinglhe fabrk:otkm, storage, tlelNery, erecllen aM brodrg of trusses entl truss systems. seeAN6ViP11 9uaaty Cdleda, D6B-89 and BC51 Bulling Component 6904 Parke East BNd. Safely Incarnation avdlable from Truss Pale hirdbule. 218 N. Lee Street Sune 312, Alexandria. VA 22314. Tar pa. FL 33610 Job Truss Truss Type Oy Ply T13326555 1285755-PSLP.PIOLUNEK B03 Hip 1 t Job Reference (optional) builders FlrstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Inc. Fri Feb 23 14:21:12 2018 4>6 = Sx8 = 5 20 21 22 6 23 Scale = 1:61.5 3.4 = 3x8 MT20HS = 3x8 = 516 = 3x4 = 3x6 I I 3x6 = LOADING lost) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.45 BC 0.73 WB 0.76 Matrix -AS DEFL. Vert(LL) Vert(TL) Horz(TL) in (loc) Vdefl Ud -0.16 12-14 >999 240 -0.37 12-14 >999 180 0.08 9 Na n/a PLATES GRIP MT20 2441190 MT20HS 187/143 Weight 2061b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 WEBS 1Row at midpt 6-11 REACTIONS. (Ib/size) 2=1306/0-7-10, 9=1232/0-3-8 Max Herz 2=285(LC 11) Max Uplift 2=-661(LC 12), 9- 595(LC 12) Max Grav 2=1369(LC 17), 9=1232(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2323/1323, 3-4=-2137/1277, 4-5= 1459/1047, 5-6= 1279/1034, 6-7_ 1249/953, 7-8- 1137056, 8-9=-1179/827 BOT CHORD 2-14=-126&2203, 12-14=-1030/1814, 11-12- 576/1109, 10-11=-583/965 WEBS 3-14=-308/304, 4-14=-158/494, 4-12=-669/475, 5-12=-138/365, 6-12=-220/434, 7-11- 77/280. 7-10=-458/405, 8-10-661/1091 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDLd.Opsf; h=15ft; B-45ft; L=34ft; eave�lft; Cat. II; Exp C; Encl.. GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-7, Interior(1) 2-4-7 to 17-0-0, Exterior(2) 17-0.0 to 27-9-4. Intenor(1) 27-9-4 to 33-6-14 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 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 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=661,9=595. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Welfar P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 ®WARNWG- Verlryde gnpasmefemandl? ADNOTES ON TRISANOWCLUDEOMR KREFERANCEPAGEM 74"3re 1N)pR0159EFOREUSE 0edgn valldfor use oNy WM Mliek®conrleciom. ins desgn Is baretl onlytran parameters shown anu Bfor on incivklual Wadfil component, not a tms system. Before use, the "Jana designer must vedy the opplkalorly of desgn parameters arccl rlmperly incomorale INs cl dgn into fine overall building tlesign.&ach0lntllcate fttoprevent WCM111goflndMtlualhussweba /orcMrdmembmoNy. Atltllllorroi temporaryarW permanent bracing M!Tek• kalwaysrequeedfwsbbaityantltopreventc lg Wthposs"epersonalhjuyOn MOpelty a We. rorgeneral OlAtlonce regmdlrrg the foUrb ion, storage, delivery, emellon and bracing of tmse d tmw syatems weANSVMIi Buaflty Cdtetla, D5B.89 and BCSI Builditlg Component 6904 Parke East Blvd. Safely Inlounchan available from True Mcfe InsilMe, 218 N. Lee Street S flo 312. Plex da. VA22314. TaWa, FL. 33610 Job Truss Truss Type ON Ply ' T13326556 1285755-PSLP-PIOLUNEK B04 Hip 1 1 Job Reference o tional Builders FlrstSource, FOn View, FL 34945 8.130 s Sep 15 2017 MITOK Industries, Inc. Fri Feb 23 14:21:14 2018 Scale = 1:59.4 4x6 = 3x4 = 4x6 = 6.00 12 4 19 5 6 31,6 = 2x4 11 3x4 = &8 = Sx8 = 6x8 = LOADING (pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress ]nor YES Code FBC2014/TPI2007 CSI. TC 0.62 BC 0.95 WB 0.30 Matrix -AS DEFL. Vert(L-) Vert(TL) Horz(TL) in (Ioc) Udell Ud -0.31 10-11 >999 240 -0.6210-11 >653 180 0.10 9 rda n/a PLATES GRIP MT20 244/190 ' Weight 1951b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 3-11. 5-11, 5-10, 7-9 REACTIONS. (Ib/size) 2=130710-7-10.9=123110-3-8 Max Harz 2=245(LC 11) MaxllpllR2=-663(LC 12). 9=-593(LC 12) Max Grav 2=1352(LC 17), 9=1263(LC 18) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or lass except when shown. TOP CHORD 2-3=-2233/1327, 3-4=-165B/1102, 4-5= 1445/1102, 5-6= 1110/878, 6.7- 1264/919 BOT CHORD 2-13- 1260/2082, 11-13=-126212080, 10-11=-801/1390, 9-10= 554/851 WEBS 3-13=0/273, 3-11=-662/501, 4-11=-153(426, 5-10=<94/379, 6-10=-159/365, 7-10=-83/458,7-9= 1309/887 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh, BCDL=5.Opsf; h=15ft; B=45ft; L=34ft; eave=41t Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-7, Intedor(1) 2-4-7 to 15-M, Exterior(2) 15-0.0 to 29-9-4, Intefior(1) 29-9-4 to 33.6-14 zone; cantilever left and fight exposed ;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 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 100 lb uplift at joint(s) except Qt=lb) 2=663, 9=593. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Welter P. Finn PE No.22639 MTek USA, Ina FL Ced 6634 69 4 Parke East Blyd. Tampa FL 33610 Date: February 23,2018 Q WARNING-VertfydIsl9nparametersedREAD NOTES ON TNGANDWGLUDEDMIfEKREFERANCEPAGEMO-7M.. 10,1132015 BEFORE USE Design valitl for use oNywdlh 1,11l1.1d9conneclors. "design h bmeed onlyupon parametersstwwR antl Is for an htlNklual Wadhtg component. not a trim system. Before use, the bWQng designer must vedtv the cpplk:atCly of deslgn parameters and properly Ncoccorate mhdeslgn Into the overall bu9tlhxl design. aachg lMi ted h to prevent Wckling of lWlNtlual to band/or cMrd memb m oNy. Aticlitlonal femporW and pemlanent braclrg y .,p,(Tek• B always required for sfab0llyarttl to prevent collapse With possible persond§spuy and property damage. For general guidance regaralrxa the 69M Parke East Blvd. fabrication storage, delivery, erection antl bracing of mesas and truss systems, seeANSNIDII CuOdly Criteria. DSB49 and BCSI Building Component safely Information avallalae from Trim Rate Imfitute. 218 N. Lee Sheet. SNte 312. Alexandra. VA 22314. Tampa, FL 33610 Job Truss Type Qty Ply SOI T13326557 EK Hip 1 1 Jab Reference o tionall Builders FIrstSoarCe, Fon PIOCe, FL M945 8.130 s Sep 152017 MiTek Industries, Inc. Fri Feb 23 14:21:16 2018 Page 1 I D:QMGHgVGe6ryE1 YuEMmJmnYyIZ4F-8Fu8ChgD1 W N NyHf MI eNaQEnCA1 _Dg6BNvjclRtzi E71 t1-0-9 6-1-4 13-0-0 20-0-0 27.0-0 33-8-10 �1.0-0 6-9-4 6-2-12 7-0.0 7.0-0 6-e-10 Scale = 1:58.2 Sx8 = 2x4 II 5.8 = 4 19 20 21 5 22 6 yS = 2x4 II 3x4 — 3x4 = 34= 6x6 = 3x6 11 LOADING (psf) TOLL 20.0 TCDL 7.0 BOLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC2014/TP12007 CSI. TC 0.56 BC 0.58 WB 0.74 Matrix -AS DE FL. in (loc) Vdefl Ltd Verl(LL) 0.15 12-13 >999 240 Verl(rL) -0.28 12-13 >999 180 Horz(TL) 0.09 8. n/a n1a PLATES GRIP MT20 244/190 Weight: 191 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=1305/0-7-10, 8=1234/0-3-8 Max Horz 2=213(LC 12) Max Uplift 2=-662(LC 12). 8= 594(LC 12) Max Grav 2=1348(LC 17), 8=1234(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (ib) or less except when shown. TOP CHORD 2-3= 2326/1396, 3-4=-1806/1187, 4-5=-1563/1181, 5-6= 1563/1181, 6-7=-1228f828, 7-8= 1172/850 BOT CHORD 2-13=-134512153, 12-13=-1345/2153, 10-12= 953/1635, 9-10=-612/1034 WEBS 3-12= 587M39, 4-12=127/468, 5-10= 418/404, 6-10=-4751786, 6-9= 343/357, 7-9=-630/1123 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=15ft; L=34f ; eave=lft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -1-0-0 to 2-4-7, Intedor(1) 2-4-7 to 13-0-0, Exterior(2) 13-0-0 to 31-9-4, Interior(1) 31-9-4 to 33814 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 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 tmss to bearing plate capable of Withstanding 100 lb uplift at joint(s) except (It=1b) 2=662, 8=594. -� 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Walter P. Fran PE No.22839 MTek USA, Inc. FL Cad 66U 6904Parke East Blvd. Tampa FL 33610 Date: February 23,2018 ,&WARNING-VedfydeslgaparameferseufREADNOTES ON MMANOWCLUDEDMNEKREFERANCEPAGEIMI' mL rNO3 ISVEFOREUSE Deagn vocI for use only with MITeMconnectom 1Nstlesign k based orryupon Parametersshown, arW Is form hgiNduoi bu0ding component, not a host system. Before use, the "cin 1 deslgrwr muslvedfy the appllcceAly of dodgn pmamefersorxl propedy hrcoporale in6 deslen into the overall Wilc!Wceslgn@achlglntl atetlhto VeventWcHIngotir ivitlualhuswebantl/orch%dmembersoNy. Atlditlonaliernicoraryantlpemwnembrocing .MiTek" - balwaystecpAredfor slaUiity mid to prevent collapse with pourable personal h»uiy and propedy damage. For general guid®nce regarr&gthe fabdcolbrt storage, delivery, erection and bracing of musses and I=systems rooMS11711 Quality Criteria, D58-89 and BCSI Building Componenl 69N Parke East Blvd. Safety InlorinaBon avaiable from Truss More Insillude. 218 N. Lee Street. Sure 312, Al,mndrla. VA 22314. Taapa. FL 33610 Job Truss Truss Type Cry Ply ' T73326558 1285755-PSLP-PIOLUNEK B06 Roof Special 1 1 Job Reference (optional) euuaers rlrsibource, rays mete, rL 34v40 6.131JS Jep 1 b 2U1 / MI I eK inc. t-n hob 23 14:21:2U 2u16 4x6 = 4 22 23 3x4 = 6s6 = 5 24 6 25 4x6 = 7 Scale = 1:59.4 2x4 II 4x6 = 3x4 10 3x6 = 20 11 3x6 = 3x4 = 3x4 = sea = M 11 5-9-a F 11'o 00 29-a0 I 33-e-10 I aor ao.ro a.n.n an.n a-a.,n Plate Offsets (X Y)-- r6:"-0,0-3-01 112:0.4-0 0-3-0) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.17 13-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.45 13-15 >898 180 BCLL 0.0 Rep Stress lncr YES WB 0.38 Horz(TL) 0.11 it n(a rula BCDL 10.0 Code FBC2014/1-P12007 Matrix -AS Weight: 192 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORb 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. Qb/size) 11=1234/0-3-8, 2=1305/0-7-10 Max Horz 2=284(LC 12) Max Uplift 11=-603(LC 12), 2=-653(LC 12) Max Grav 11=1234(LC 1), 2=1338(LC 17) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Frigid ceiling directly applied. WEBS 1 Row at midpt 5-15, 6-12 FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2308/1327, 3-4=-1934/1186, 4-5= 1716/1154, 5-6 1841/1164, 6-7=-929/632, 7-6=-1019/630, 8-9_ 10101620. 9-11= 1204/780 BOT CHORD 2-16= 1382/2091, 15-16=-1382/2091, 13-15=-1215/1908, 12-13=-1053/1647 WEBS 3-15= 427/328. 4-15=-208/557, 5.15=-393/201, 6-13=-123/451, 6.12= 999/656. 7-12=0/268. 9-12=-684/1111 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=160mph (3-second gust) Vasd=124mph; TCDL--4.2psf; BCDL=S.Opsf; h=15N; B=151t; L=34ft; eave=4f; Cat. It: Exp C; Encl., GCpl-0.18; MW FRS (directional) and C-C Eadenor(2) -1-0-0 to 2-4-7, Inledor(1) 2-4-7 to 11-0-0, Fxdedor(2) 11-0-0 to 30-11-1, Interlor(1) 30-11-1 to 33-6-14 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip OOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 put bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M 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 100 lb uplift at joint(s) except 01=11a) 11=603, 2=653. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applled directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. 8) Graphical puffin representation does not depict the size or the orientation of the purrn along the top and/or bottom chord. a Walter P. Finn PE No.22839 fAiTek USA, Inc. FL Curt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 Q wARNNa. Verify EcstgnparametereandREAO NOTES ON THISANB INCLUDED y4REKREFEFANCEPAGEMO.7473ray. 10i0 VIS BEFORE USE Design voild for use only Wth M,nek.9connectMs. thesdeslprl is based orty upon Parameters shown, and Isfor On Individual Wading component not a Inds system. Before use, the bulldng designer near verify the opplicabnity of design parameters and properly Ncomorate this design Into the overall bundlrg design. O=M brdcated is to prevent Wckling of lndiAdud humweb an lorchmd memo m oNy. Addliorwl tem x raryand perms ent broci g Affefk* Is always reRWredfor stoNryaad to wevenl collcplse"In ncable persona Injury and property damage. For genera gultlarus reOmdrg lho foplcatk ctaage, delivery, emcabn aril bating of Inrmesand from systems weMSVWIl 6uaniy Cdteria, Ds8-89 and BCSi au8ding Component 6904 Parke East BNd. safety Information mrvl a from Truro Rate msiltute. 218 N. Lee Street, aWle 312. Alexandrla. VA 22314. Tampa, FL 33610 Job Truss Truss Type Dry Ply t T13326559 1285755-PSLP-PIOLUNEK B07 Half Hip 1 1 Job Reference (optional) Builders FlrstSOurce, Fort Piece, FL 34945 8.130 s Sep 15 2017 MITek Industries, Inc. Fri Feb 23 14:21:22 2018 Scale=1:58.4 5x8 = 3x4 = 3x4 = 3x4 = 3x4 = 4 19 5 20 6 7 21 22 8 3x6 = 3x4 = 3x4 = 3x4 = 5.6 = 6x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/rP12007 CSI. TC 0.70 BC 0.80 W S 0.78 Matrix -AS DEFL. in (loc) Well Ud Vert(I.L) 0.22 11 >999 240 Vert(TL) -0.4211-13 >948 180 Horz(TL) 0.13 9 n1a n/a PLATES GRIP MT20 244/190 Weight: 175 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 WEBS 1Row at midpt 5-10.7-9 REACTIONS. (lb/size) 9=1231/0-3-8, 2=1308/0-7-10 Max Horz 2=283(LC 12) Max Uplift 9=-602(LC 12), 2= 654(LC 12) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2203/1377, 3-4= 2019/1305, 4-5= 2336/1499, 5-7=-1769/1102 BOT CHORD 2-13= 1422/1899, 11-13=-122a(1796, 10-11=-1499/2336, 9-10= 1098/1753 WEBS 3-13=-223/287,4-13=-122/374, 4-11=-353(/10, 5-10=-654/457, 7-10=-133/575, 7-9= 1953/1226 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psC BCDL=5.Opsf; h=15ft; B=45f ; L=34ft; eave--ift; CaL II; Exp C; Encl., GCpi-0.18; MW FRS (directional) and C-C Extedor(2) -1-0-0 to 2-4-7, Intedor(1) 2-4-7 to 9-0-0,. Exledor(2) 9-0-0 to 13-94 zone; Cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pal bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except gt=lb) 9=602, 2=654. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. WalhrP. Finn PE No.22839 MITek USA, Inc. FL Cart 6634 6994Parke East Blvd. Tampa FL 33610 Date: February 23,2018 QWARNING-Vadlydetl9apemmete..dfiEAD NOTES ON THIS AND INCLUDED MREKREFERANCE PAGE MQ74Sarm,. 10MR1101SBEFORE USE Design valid form oNywitn lAgekV connectors tins design B based odyupon parameters shown, and bfor m IndMdual buldtrrg component, not �� a truss system. Before use, the buiidng mndm desgnei must vedy Inc applicability of design parameters aPpedy incorporate this design Into the overdl bullaingdeAgn. Bracing Indicated is to prevent buckling ofindlvldud hussweb and/or chord members only. Addlbnaltemporarymdpermanentbracing p q :'yy�T®k• Is always required for stabliy, antl to prevent collapse win possible,persax9 bkrry and properly damage. For general guidance regardrg the fabrication, storage, delivery, erection and bracing of tomes and Ima systems. scOANSVfPi1 Quality criteria, D56-89 and Sal Building Component 6904 Parke East Blvd. Safety Informatlon i vollable from Toro Rate InstlMe, 218 N. lee Street. S lte 312. Alexandria, VA 22314. Tanya, FL 33610 Job Tmss Truss Type Cry Ply , T13326560 1285755-PSLP-PIOLUNEK BOB HALF HIP GIRDER 1 2 Job Reference (optional) 0.1 JU s Jep 10 zv If INI I eF InUUSaleS, Inc. rn rGD zJ 14:z1:zb zU18 0q 00 11-ol 7756 Special Sxe = 6.00 FIT 3 m 0 Scale = 1:58.4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED 3x4 = NAILED NAILED 5x' = NAILED NAILED 3x4 = NAILED NAILED 3x4 II 16 17 18 4 19 20 2122 5 23 24 25 6 26 27 287 3x8 = 2x4 II NAILED NAILED 5x6 = NAILED NAILED3x4 = NAILED NAILED 5x6 = NAILED NAILED 6x8 = Speared NAILED NAILED NAILED NAILED NAILED 7-0-0 1313-9-1 20-0-5 61 21-10 33-8-10 7-M Plate Offsets (X.Y)-- r2:0-8-0,0-0-141 [3:0-6-0 0-2-8](5:G.3-0 03-01 19:0-3-0,0-3-01 111:03-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdetl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.35 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 VergTQ -0.61 10-11 >664 180 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(TL) 0.17 8 n(a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -MS Weight: 340 lb Fr=20% LUMBER - TOP CHORD 2x4 SP No.2 'Except* 3-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 8=2824/03-8, 2=2606/0-7-10 Max Harz 2=230(LC 8) Max Uplift 8=-1472(LC 8), 2=-1382(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-10-9 oc bracing. FORCES. (lb) - Max. Comp-IMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 5063/2572, 3-4=-6505/3416, 4-5=-6373/3323, 5-6= 4358/2264, 7-8=-372/348 BOT CHORD 2-12=-236a(4444, 11-12=-2368/4467, 10-11=-3445/6535, 9-10= 3326/6356. 8-9-224614298 WEBS 3-12=-1S/670, 3-11— 119O/2369, 4-11= 760/710, 5-10=0/577, 5-9=-2292/1218, 6-9-436/1481, 6-8=-0791/2506 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10, Vult=16Omph (3-second gust) Vasd=124mph; TCDL11.2psf; BCDL=5.Opsf; h=15N; B=4511; L=3411; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except ljt=1b) 8=1472,2=1382 9) "NAILED" Indicates 3-1 Od (0.148"x3') or 3-12d (0.148"x3.25") toe-nalls per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided suit Iclent to support concentrated load(s) 300 lb down and 354 lb up at 7-0-0 on top chord, and 380 Ito down and 145 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. LOAD CASE(S) Standard WalterP. Finn PE No.21839 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 ®WANMNG-VeUlytleslgn pa arnefero and HEAD NOTES ON TMSANDWCLUGEDFf KREPEa NCEPAGEMP74]3rev. 1OW2015 BEFGFEUSE De9gnvalldfor use oNyw1hNuieku9coorwclors. TNcde9g11s based orlyupon parameters shown and h for an IgP&fual Wilding component.not �f- w` a tmssystem. Before use, the Wilda g designer must,,.dty the oWicablity of design parameters and properly hcomorate this desmn hto the overall Wlltlagdesign. sachgindicatedkropemntWcMingoflMNWuathusswebaW/WCh rdmemb MWy. Addltlonaitemporaryandpelmarentbrachg 'Mew k always requhetl for stability anal to prevent collapse with pos a personal lnlury aid property damage. For general guldonce regarding the faUlcalbn. storage. delivery, ereclion arld bracing of rmszs and Imes systems, seeANSIJTPII Quality Criteria, DSB-99 aW 11 51 Buliding component 69" Parke East BNtl. Safety Informaaon avdlable from Truss Rare hsriture. 218 N. lee Street. sure 312 Alexandra, VA 22314. Tanpa, FL 33610 Job Truss Truss Type Oly Ply r T73326560 1286755-PSLP-PIOLUNEK 808 HALF HIP GIRDER 1 2 Job Reference (optional) buuaers rasiaource, ran riece, rL aneao SAW a Sep 152017 MI Iek Industries, Inc. Fri Feb 23 14:21:262018 Page 2 ID:OMGHgVGe6ryE1YuEMmJmnYyfZ4F.sAUwJ6yVaEey9pOHukYxgLCg93KpAaVrDG1 HmiziE6t LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 8-13_-20 Concentrated Loads (lb) Vert: 3= 165(B) 12=-380(B) 9= 62(B) 6= 117(B) 16=-117(B) 17=-117(B) 18=-117(B) 19= 117(B) 20= 117(B) 22=-117(B) 23= 117(B) 24=117(B) 25= 117(B) 26=-117(B)27= 117(B)28=-132(B)29=-62(B) 30= 62(B)31=-62(B)32=-62(B) 33=-62(B) 34=-62(B) 35=-62(B) 36=-62(B) 37=-62(B)38=-62(B)39=-62(B) 40=-69(B) ®WARNING- Vadlydeslgnparamefersand NEAO NOTES ON T ANDINCLUDEDWEKREFERANCEPAGEMIF74M.. 1W 0158EFOAEUSE Design valid for use oNy WM MBel®connectors.I design Is basedonlyapor, paametersanown,ad l k for an trMMtlual bu0tllrg component,not a forasystem. Before rae, line b ding designermustverify the opplicabBty of dedi p ornetersond pmpedy trncoiporaie IMdesignimo Itne overall bulldtngdedgn. Brachg lntlicotetl k to pfeventbucklirlg of hMMdualhun web and/orcbordmembersonly. Addlonal fern Maryantlpermanembracing 'M!Tek( B always re*red for slaNiyoncl to Weverd collapse MM pod a personal lnlaY orid properly tlamage, for general gWaage regaalrg line fabdcaliom storage. delivery, erection art bracing of fna anvf tussystems, seeA SVVI1 Qua[ fy CrileHa, DSB49 and BCSI Building Component 6904 Parke Eaef Blvd. safely Intofmallon oval from Ima, Nale Institute. 218 N. Lee Street. S9te 31Z Mexancift VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply r , T13326561 1285755-PSLP-PIOLUNEK C01 COMMON 1 1 Job Reference o tional tlumers FlrstSource, Fon Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 14:21:27 2018 Page 1 ID:OMGHgVGe6ryE1YuEMmJmnYyfZ4F-KN2IW Sz7LYmpmz4TSR3AMZk2JThpv6S_RwngJkziE6s -1-0-0 441-11 a-4.4 10-23 1-10012-6.0 14-2-01 -9- 316-7-12 20.0-5 25-b0 6-0-0 4-11-11 3-49 1-9-15 -7-13 1A-0 1-8-0 -]-1 1-9-154-11-11 �1 0 Sx6 = Scale = 1 A7.2 3*6 = 3x4 = 3x8 MT20HS = Sa16 = 3x4 = LOADING (psf) TOLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC2014/TP12007 CS]. TC 0.70 BC 0.B4 WB 0.70 Matrix -AS DEFL. Ved(LL) - Ved(TL) Horz(TL) Attic in (loc) Ndefl Ud -0.63 12-14 >474 240 -1.07 12-14 >280 180 0.06 10 n/a Na -0.4412-14 228 360 PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 1131b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=1062/0-7-10, 10=106210-7-10 Max Horz 2=-252(LC 10) Max Uplift 2=464(LC 12), 10= 464(LC 12) Max Grav 2=1260(LC 18), 10-1260(LC 19) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2189/826, 3-4= 1918/687, 4-5= 1539/668, 5-6= 104/671, 6-7= 104/672, 7-8= 1538/668,8-9= 1917/687,9-10=-2191/826 BOT CHORD 2-14=-602/2081, 12-14=-342/1674, 10-12= 601/1914 WEBS 5-15=-2343/838, 7-15= 2343/838, B-12=76/717, 9-12=-499/317, 4-14= 76l717, 3-14=-497/317 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=160mph (3-second gust) Vasd=124mph; TCDL-4.2psf; BCDLd.Opsf; h=15ft; B=451t; L=25ff; eave=oft; Cat II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exarfor(2) -1-0-0 to 2-0-0; Interior(l) 2-0-0 to 12-6-0, Exterior(2) 12.6-0 to 15-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-15, 7-15 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-14 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=464. 10=464. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Walter P. Finn PE No.22939 rAiTek USA, Inc. FL Cod 6634 SS04Parke East Blvd. Tampa FL 33610 Date: February 23,2018 A WARNWO-Vedly Eesfgnpa a1manEREADNOTES ON MSANDWCLUDED M/TEKREFERANCEPAGEW7Mmv. 144Ua2015aEFORE USE MR Is baretlaouponparameters9town.antl Isla anaWrporat bia dnig eslgjormmlve9gn a tnmayailtlfausee uc,th oftlesi0rtpaomet descomponent.rat airussabuficlragdem.B. hlcomorote INs design Into the overall use,the Dedll eantlproperly ttleeventmustverifytheoidwlob911y. Bra is uaitnaswebantl/orchortlmembers antlpermanent braGrg tlean. @or Rn T .M�T�k' K dway stabntlicaal t reventenl Icrose in oeclol Au dana0e. . For generatottempwae Me anoffon l5aiwayssL ceding abr�aibn, sfcatltoratabelty avebrocinpse turao unclip wstelNkayan STIMII antl bractrg of ,DS8e8eraldBc:SI component , deaA,a _oxcencPII QualityA3Cdtedp, DSSd9 and BCSI BUBding Component Perke East Blvd. Sg ation from 18 N.tee S reet. Site 31'_ Safely Information ovdiotNe nom Ttus Hate k¢itlme. 2la N. Lee Street. Suite 312 PlexaMAa, VA 22314. W610 Te�rye, FL 33a10 Tara Job Truss Truss Type Oty Ply ' , T13326562 1285755-PSLP-PIOLUNEK CO2 COMMON 4 1 Job Reference (optional) Builders FirstSouroe, . Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 14:21:28 2018 5x6 = Scala=1:46.3 1J 11 3x6 = 3x4 = 3x8 MT20HS= 4x6 = 3x4 = LOADING (pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/FP12007 CSI. TC 0.70 BC 0.B4 WB 0.69 Matnx-AS DEFL Vert(L-) Vert(TL) Horz(TL) Attic in (toe) Well Ud -0.64 11-13 >464 240 -1.0711-13 >276 180 0.06 10 We n/a -0.4411-13 225 360 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight 111 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 WEDGE Right: 2x4 SP No.3 REACTIONS. Pb/size) 10=984/0-3-8, 2=1061/0-7-10 Max Horz 2=243(LC 11) Max Uplift 10= 379(LC 12), 2=-464(LC 12) Max Grant 10=1181(LC 19). 2=1249(LC 18) FORCES. Pb) - Max. Comp./Mac Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2172/827, 3-4=-1920/687, 4-5=1541/666, 5-6= 1051660, 6-7=-1 041673, 7-8=-1518/674, 8-9=-1893/699, 9-10=-2197/851 BOT CHORD 2-13=-640/2039, 11-13= 382/1629, 10-11=-663t1908 WEBS 5-14=-2322/851, 7-14= 2322/851, 8-11=-89I718, 9-11=-5051343, 4-13= 767715, 3-13=-500/317 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult_160mph (3-second gust) Vasd=124mph; TCDL-4.2psf; BCDL=5.Opsf; h=151t; B=45ft; L-25ft; eave-41q Cat II; Exp C; Encl., GCpi-0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(l) 2-0.0 to 12-6-0, Exterior(2) 12-6-0 to 15-6-0 zone; cantilever left and tight exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-14, 7-14 7) Bottom chord live load (40.0 pso and additional bottom chord dead load (5.0 poll applied only to room. 11-13 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at Joint(s) except Qt=lb) 10=379, 2=464. 9) This truss design requires that a minimum of 7116' structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Walter P. Finn PE No.22839 61iTek USA, Ina FL Cog 6634 6904Parke East Blvd. Tampa FL 33610 Date: February 23,201 S O WABNWO-Wrlydastar.I metersondgEAONOTES ON MSANOWGLUOEDF KNEFERANLEPAGEMP-74".r .. 1010312015BEFOAE USE �■r' Design volld for use onlywlth MgeM connectors. lNs design is based onlyuPon parameters shover arW Is for m midMdual bNdlrig component not a IuASsystem. Before use, the bWltling designer must verityfhe opplicabaily of design parameters arW properly hcomorate Br6 design into the overoll bulldrigdeslgn. &acalg hdicaled is to prevent buckling ofindNldual trui and/or chord members only. Atltlltlond lempomryald permanent bracblg i'�Y■ fw -':MiTeW Is always reaulred for stabaityand to Prevent collapse win, posBxe persoed hlary oncl poperty damage. Forgeneralguldrnceregordingme 6904 PeMe East Blvd. foblx:atlor storage, delivery, erec9on and Wachg of lnlsesond fma Systems. seeANSI/IPII Cuaflly Cdleda, DSB-69 and BCSI BuBdhg Component 312. Alexandria. VA 22314. Tarry.. FL 33610 Safety Information ovaflode from Teas Flats Institute, 218 N. tee Street. Sldte Job Truss Truss Type City Ply ' T13326563 1285755-PSLP-PIOLUNEK CO3 COMMON 1 1 Job Relevance o Banal Builders FirstSoume, Fort Piece, FL 34945 8.130 s Sep 152017 MiTek Industries, Inc. Fri Feb 2314:21:30 2018 Page 1 ID:OMGHgVGe6ryE1 Yu EMmJmnYyfZ4F-kykRBU??eTBOGRj27adt_BMV Rh)j6Yf07u?Uv3zi E6p 11-109 13-1.7 14-9-13 -1-00 4-1t-11 8.4.4 10.2.310 -8 2-6- 14-9-8 16-]42 2005 24-]44 }0-0 441-11 34-9 4945 0-0-5 1-8-1 4- 1-e-1 0. 5 1-9-15 3-4-9 44.9 0-7-7 46 = 7 4x6 3x6 = 3[4 = 3x6 MT20HS = 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014fTP12007 CSI. TO 0.96 BC 0.83 WB 0.29 Matrix -AS DEFL Vert(LL) Vert(FL) Horz(FL) Attic in (too) I/defl Ud -0.57 13-15 >515 240 -0.93 13-15 >316 180 O.06 12 Na n/a -0.43 13-15 233 360 PLATES MT20 MT20HS Weight: 1151b LUMBER- BRACING - TOP CHORD 2x4 SP No.l `Except* TOP CHORD Structural wood sheathing directly applied. 6-7: 20 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP M 31 JOINTS 1 Brace at Jt(s): 16 WEBS 2x4 SP No.2 SLIDER Right 2x4 SP No.2 1-6-0 REACTIONS. (lb/size) 12=980/0-3-8, 2=1054/0-7-10 Max Horz 2=231(LC 11) Max Uplift 12=376(LC 12), 2=-461(LC 12) Max Grav 12=1181(LC 19), 2=1244(LC 18) FORCES. (lb) - Max ComprJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2161/877, 3-4=-19337748, 4-5- 1565/725, 5fi=0/359, 7-8=0/354, 8-9=-1552f728, 9-10= 1896F747, 10-12=-2112/865, 6-7-0/416 BOT CHORD 2-15=-699/2024, 13-15= 444/1661, 12-13=-667/1831 WEBS 5-16=-1992f750,16-17=-19797747,8-17=-1986/754,9-13-69/643,10-13=-361/285, 4-15=-76/687,3-15=-444/311 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--4.2psf; BCDLd.Opsf; h=15f ; B=45ft; L=2511t; eave=tfl; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intedor(1) 2-0-0 to 11-10-9, Extedor(2) 11-10-9 to 13-1-7, Intedor(1) 17-4-6 to 24-6-2 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) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle "-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Calling dead load (5.0 psi) on member(s). 4-5, 8-9, 5-16, 16-17, 8-17 8) Bottom chord live load (40.0 psi) and addlbonal bottom chord dead load (5.0 psi) applied only to room. 13-15 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except (jl=lb) 12=376, 2=461. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Scale=1:45.1 a �o 4x6 II GRIP 244/190 187/143 FT=20% Weller P. Finn PE No.22839 IdiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 Q WARN07G. Ve1lydevr9nparame1ervend READN07ES ON 7 ANDWCLUDEDM77EKREFERANCEPAGEMF7473re, 10/0 2015BEFDREUSE. Design weld for use only Win Milelc®comiselors. lNsdeskln 8 based onlyupon pOrameters shown and Is for on Mrvidual building compor enl. not o trim system. Before use, the building designer must vedy the opplkxrbFily of design pommetersaM property noomorate InGtlesign Into the overall buldhlgesslgn. aocingiM tedlstopteventWcklingofMMduallmmwebaforcMrdmemb mWy. Atldi:h temp cffy dpemtassenlbracing .Mffek' 9always regWred for slabalyaM toprevenl collopsewithpossmie personal h kayaM proWitydamone. me fobfk:atlon. sforoge, dellvery, ereceon aM bracing of tmmg hum systems, seeANSUWII CuWy Criteria, D58-89 aM BCSI Building Component 6904 Parke East BNd. safely Information available from Bum Hare Institute. 218 N. Lee sheet, suite 31Z Alexandtla, VA 22314. Tampa, FL M10 Job Truss Truss Type ary Ply ' T73326584 1285755-PSLP-PIOLUNEK C04 Hip 1 1 Job Reference o Bonal Builders FirslSource, Fort Piece, FL 34946 6.130 s Sep 152017 MiTek Industries, Inc. Fri Feb 23 14:21:31 2018 Page 1 I D:QMGHgVGe6ryEl YuEM mJmnYyfZ4F-C8l pMgOdPnGFFal EhH86XpvoO49_r_FaMY12SVziE6o j-0.0 11-0-0 F 14-0-0 1 19-2-12 25-0-0 126-0-0i 1-0-0 5-9-4 6-2-12 3-40 5-2-12 5-9-4 1-DO Scale = 1:44.0 4x6 = 4x6 = 3x4 = 2x4 II 3x4 = Sx6 = 2x4 11 3z4 = 5-9-4 11-0.0 14-0-0 19-2-12 2540 59-4 52-12 5-2-12 6-9-4 Plate Offsets (X,Y)-- r10:0-3-0,03-01 LOADING (psi) SPACING- 2-0-0 Cat. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Ven(LL) -0.12 11-12 >999 240 LIT20 244/190 TCDL 7.0 Lumber DOL 1.25 RC 0.44 Ven(TL) -0.22 11-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.33 Horz(TL) 0.06 7 War n1a BCDL 10.0 Code FBC2014/rP12007 Matrix -AS Weight: 1231b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 2=979/0-7-10, 7-979/0-7-10 Max Horz 2=224(LC 11) Max Uplift 2=-514(LC 12), 7=-514(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 1600/985, 3-4= 1181/829, 4-5= 1001/806, 5-6= 1189/833, 6-7= 1599/985 BOT CHORD 2-12=-754/1490, 11-12= 754/1490, 10-11= 428/1043, 9-10=-768/1374, 7-9= 7%11374 WEBS 3-11=-518P391, 4-11=-146/310, 5-10=-149/309, 6-10=-513/390 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsi; h=15ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Encl., GCpi-0.18; MW FRS (directional) and C-C Eldedor(2) -1-M to 2-0-0, Intedor(1) 2-0-0 to 11-0-0, Exlerlor(2) 11-0-0 to 14-0-0, Interior(1) 18-2-15 to 26-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grin DOL=1.60 3) Provide adequate drainage to prevent water parading. 4) This truss has been designed for a 10.0 psi bottom chord live load noncencument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, With BCDL = 10.0ps1. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 In uplift at joint(s) except ljt=11b) 2=514,7=514. 7) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Walter P. Finn PE No.22839 NTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 ®WARNING - VedlydesigApammetaraeadREAO NOTES ON 374I5ANOINCLUOEDMMEKREFERANCEPAGEMU-74" rev. la/O142015HEFOREUSE Design valld for use only With MITBk®connectors. tNsdedgn Is based only upon parameters grown. and Isfor an troMdual building component, not a tens system. Before use, the balding desgner must verify the applicability ofalsegn parameters and property incoryorate lMs design lydo the overall bulldhrg tlesign. Bracing lndl aced is to prevent hucklrg of Individual tens web and/or chord members only. Additional temporary grid permanent bracing q�l ':M1Tek" Is diwaw required for stablityand to prevent collapse Win possible pond al lalury and pmpedy damage. For general guidance regarding the fabdcafion. storage. delivery, erection and bracing of tenses and tnrstsystems. smA SIAPll Qua ily Criteria, DSB-BP and BCSI Building Component 6904 Parke East Bind. safety Informaflon avalable from Tens Rate Institute. 218 N. We sUeet, Wt. 312. Alexandda, VA 22314. Tampa, FL 33610 Truss Truss Type Oty Ply Fob T13326565 5-PSLP-PIOLUNEK C05 Hip 1 1 Job Reference o tional Builders FirslSoume, Fort Piece, FL 34945 8.130 a Sep 15 2017 Inc. Fri Feb 23 14:21:32 2018 Paget 31 4x6 = 20 21 22 23 Sx8 = Scale=1:44.0 3x6 = 3x8 = 3X4 = 3n4 =. 3x6 = Plate Offsets MY)-- 12:0-2-8,0-1-81. f5:0-6-0,0-2-81. 17:0-2-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deN Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.51 Ved(LL) -0.12 9-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(TQ -0.31 9-17 >956 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 HDrz(TL) 0.06 7 r✓a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix -AS Weight: 117 in FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=979/0-7-10, 7=979/0-7-10 Max Horz 2=187(LC 11) Max Uplift 2=-514(LC 12), 7=-514(LC 12) BRACING - TOP CHORD Structural mod sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) - Max. Comp./Max. Ten. -All tomes 250 fib) or less except when shown. TOP CHORD 2-3=-1491/1009, 3-4=-1299/936, 4-5= 1145/896, 5-6= 1298/936, 6-7=-1490/1009 BOT CHORD 2-1 1=-755/1268,9-11= 575/1145, 7-9=-769/1268 WEBS 3-11=-239/289, 4-11— 110/348, 5-9— 135/348, 5-9>240/288 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF BCDL=5.Opsf; h=15ft; B=45ft; L=25tt; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exlenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0. Exterior(2) 9-0-0 to 20-2-15, Interior(1) 20-2-15 to 26-0-0 zone; cantilever left and right exposed ;C-C for members and tomes & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This muss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except (Itdb) 2=514, 7=514. 7) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetmck be applied directly to the bottom chord. WallerP. Finn PE No.22839 kLTek USA, Ina FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; February 23,2018 ® WARNING -Ved1ydWgnPanvne1cn=dREAO NOTES ONTKi DINCLUOEOMITEKR£FERANCEPAGEMg-74TJrev.ig/g]tOISBEFOREUSE Design wildforuseonlywatt 1ATek®conroctors. INadeNgn hbasedonlyupon parametemshovm,anti h form hdlVMual b din,acomponent, not � rs a tasystem. Before use, the binding dedgmr must vecry the opplicab9lly of design parameters and proaeny incorporate mt,desmn into the overall WadOgdedgn. Wachrgin tedktoprevent WCklir ofin IVMualtmsweband/orcMrdmemb mrs y. Atltllaorol temporary anti permanent MaGrp r�q�T -'r MOW of afabelN COlfNof wtlnposscnd F, mswtem&tay NSVIPpedydam�er rme. erectionand Inns systems s, /1PI7 fainricbalwayion, storage, and In DSB49rand Bar diM of DSB-0g and BCSI Bu9tlNg Component 69U4 Parke East RIVtl. 18 N.Ianti dIable.rom Trun fn Aew VA 223Cmeda, Safety INormaHon writable from Tars Bale InsliMe. 218 N. Lee Sheet sdte 312 Plexandtla. VA 22314. SoNly Information Tampa, FL 3361 O Job Truss Type DryPiy�T73326566 C06� �HIPGIRDER 1 t Job Reference o tional awmem rneswmce, rvu rie L ovavo a.I Ja a rep 10alll I IVll t el( InaUSuIee, Inc. ru reD2314:21=2U1a 11 Special = NAILED Sx8 NAILED NAILED 2x4 II NAILED NAILED 3 17 18 4 19 20 Special Evil = Scale = 1:44a 4x6 = 2x4 NAILED NAILED ace = NAILED NAILED 2X4 II 4n6 = Special NAILED Special LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Wall Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.94 Vert(LL) 0.25 9 >999 240 1JIi20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.42 8-9 >709 180 BCLL 0.0 ' Rep Stress Incr NO We 0.39 Horz(TL) 0.13 6 We n/a BCDL 10.0 Code FBC2014TFP12007 Matdx-MS Weight: 113 In FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-1-4 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=1971/0-7-10, 6=197110-7-10 Max Horz 2=-150(LC 6) Max Uplift 2= 1065(LC 8), 6= 1065(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 3667/1881, 3-4=-4061/2202, 4-5= 4061/2202, 5-6=-3667/1881 BOT CHORD 2-10= 1519/3197, 9-10= 1520/3219, 8-9= 1520/3219, 6-8=-1519/3197 WEBS 3-10= 38/636, 3-9=-557/1061, 4-9=-771/715, 5-9=557/1061, 5-8=-38/636 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TGDL=4.2psf; BCDL=5.0ps1; h=15ft; B=45f ; L=25fl; eave=oft Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grtp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 61=11b) 2=1065,6=1065. 7) "NAILED' indicates 3-1 Od (0.148°x3°) or 3.12d (0.148°x3.25°) toe -nails per NOS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 300 Ib down and 351 lb up at 7-0-0, and 300 lb down and 351 lb up at 18-0-0 on top chord, and 380 lb down and 1451b up at 7-0-0, and 380 Ib down and 145 lb up at 17-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASES) section, loads applied to the face of the tmss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-7=-54, 11-14= 20 Concentrated Loads (lb) Vert: 3=-165(F) 5=-165(F) 10=-380(F) 9=-62(F) 4= 117(F) 8= 380(F) 17=117(F) 18= 117(F) 19=-117(F) 20=-117(F) Walter P. Finn PENo.22839 21=-62(F) 22=-62(F) 23=-62(F) 24=-62(F) IdiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 AWARNWG-Vanity design pa husan4REAO NOTES ON MIS AND WULUOEU MITEK REFERANCE PAGE Md7473 rev. tp/ TVIS BEFORE USE. Design valld for um only with MITeMD connectors. this design B based only upon parameters shown-and!Is for ou h di Adual Wedmg component not a Was system. Before use: the b Acid designer must verify the oppllcabalty of design parameters and properly hlcomarate this design into the overall Wlldingdedgn. Bra glMkatedlstoprevenTWeldlr otindlvklwltrussweband/orct rdmembersody. Addiflonaltemporaryandpemsawntbractn .': MiTek° Is always required for stability and to preventcollapse Wth possinle personal lnkay and property damage. For general gWtlalce regarmrxa the fabrkatloft storage, delivery, erecflon and brachxl of trusses and Russ systems, weANSIMI Quality Ctlleda, DSB-69 and 6CSI Building Component 69" Parke East Blvd. Safety Information available can Truss Nate Institute. 218 N. Lee Street- SWte 31Z Nexarsd0a. VA22314. Tama. FL 33510 Job Truss Truss Type Oty Ply Ti 1285755-PSLP-PIOLUNEK C07 Half Hip 1 1 Job Reference (optional) buacers nrstJource, non YI¢ce, rL 09tl4J 8.130 s Sep 152017 Mi I ek Industries, Inc. Fri Feb 23 14:21:36 2018 31 Scale = 1:43.1 4x6 = Ibis = 3x4 11 4 16 5 17 6 INS = 3x8 = =4 2x4 11 6x8 = LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.15 10-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.39 10-13 >761 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.42 HOrz(Q 0.06 7 n/a Na BCDL 10.0 Code FBC2014/TP12007 Matni Weight: 1301b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 WEBS 1Row at micipt 5-7 REACTIONS. (I ilsize) 7=895/03-8, 2=97310-7-10 Max Horz 2=303(LC 12) Max Uplift 7=-455(LC 12), 2-- 482(LC 12) FORCES. (lb) - Max. Comp./Maz. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 1537/993, 3-4= 1271/793, 4-5=-1094/797 BOT CHORD 2-10=-1124/1333, 8-10= 681/1004, 7-8=-681/1004 WEBS 3-10=-319/368, 4-10=-6/321, 5-8=0/296, 5-7= 1174/800 NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsh, h=151t; B=451t; L=25h; eave=4N; Cat. II; Exp C; Eri GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -1-0-0 to 2-0-0. Intedor(l) 2-0-0 to 9-9-0, Exterior(2) 9-9-0 to 13-11-15 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) Provide adequate drainage to prevent Water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 7=455, 2=482. 6) This truss design requires that a minimum of 7116' structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Walter P. Finn PE No.27839 li USA, Ina FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 Q WARNING -Veritydasf9nparametereand READ NOTES ON THISANDINCLUDEDMTEKREFERANCEPAGEMIh74T3rev. IGM015B£FOREUSE Designvalidforuseord w4th MITeMconneclon. lWdeeM Is based onlyupon Parameters shown, card is form IndMtlual WSdirgcomponentrot a Irussystem. Before use, the Wrilcing designer must verily the ovOICobdilyof design porametereatld properly Incorporate thb design Into the overall MAltlirgdesign. WmhglrKP atedhtolxevenfbuctd[Wofin Mtlualinrsswebatxl/orchordmemb moNy. Addiflorwltemperaryandpermanentbroclfg 9 g .'yyj;Tek• Is always required for stability and to prevent collapse IN h posslble person "ury arvJ propedy damage. For general guicli regordi g the fabrication storage, delivery, erection onci bracing of tmaes and Duns systems seeANSI/iPiI Quality Cdted.. DSB49 and BC51 BuMng Componenl 6904 Parke East Bli Solely Informallon available from Trull Rate Mature. 218 N. lee Sheel. SWfe 312. Alexandra. VA 22314. Tanga, FL 33610 Job Truss T�Hlp�� Dry Ply T13326568 1285755-PSLP-PIOLUNEK C08 H 1 1 Job Reference o tional bu mers rlrsmource, roil 112ca, M 4... Msu s Drip 1D sUl I MI I en Inuusnles, ma. rn reo LJ 14:z I:01 zU 10 rage i ID:QMGHgVGe6ryE1YuEMmdmnYyIZ4F-t Mct50_dl OZVmOIYFW mg9nOV8QFfRSIUCMf9ziE6i 1 3 0 Scale = I A3.1 5.8 = Sx8 = - 3x4 II 3 15 16 17 4 18 19 6 3x6 = 2x4 II snn 3x4 — 6x8 — LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.62 Vert(CL) -0.11 6-7 >999 240 MT20 244/190 TOM 7.0 Lumber DOL 1.25 BC 0.69 VertCTL) -0.29 6-7 >999 180 BOLL 0.0 ' Rep Stress ]net YES We 0.54 Horz(TL) 0.06 6 n/a rula BCOL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 1191b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural mod sheathing directly applied, except end veNcals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 WEBS 1Row at midpt 4-6 REACTIONS. (lb/size) 6=890/0-3-0, 2=975/0-7-10 Max Horz 2=253(LC 12) Max Uplift 6=-437(LC 12), 2=-498(LC 12) FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 1452/828, 3-0=-1318/841 BOT CHORD 2-9= 858/1217, 7-9= 856/1223, 6-7= 844/1313 WEBS 3-9=0/315, 4-7=0/325, 4.6= 1408/908 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=4511; L=25ft; eave=4fh, Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-10-8, Exterior(2) 7-10-8 to 12-1-7 zone; cantilever left and fight exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) - This truss has been designed for a live lead of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except ljtdb) 6=437, 2=498. 7) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheefrock be applied directly to the bottom chord. Walter P. Fmn PE Na12839 MiTek USA Inc. FL Ced IEM 6906Parke East Blvd. Tampa FL 33610 Date: February 23,2018 AwARNING. vedfydesfgnpammetemand READ NOTES ON THMAND INCLUDED MR£KREFERANCEPAGITM-7mmJ IaUVauI5DEFOREUSE Design vdW for use only v ill, aATekee connecfas. This creegn b based only upon parameters shovm, arld h for on a aff, dual Durdr xl component, rat a it=system. Before use, the bWdrxl designer must verify tine applicabi lty of design parameters and properly Incolpomle ttJs design Into the overall buadingdeslgn. Bracing Indicaletlistoprevent WeMngofiMMdualhusweb arld/or chord members only. AddiBwallemporaryandpetmanentbradng ':MiTek( Is dwoys readredf for slaiNaly and to prevent collapse vAlh possmle personal Injury aid property damage. For general madame regardBlg the 6904 Perke East BNtl. fobrlcotion. storage, delivery. efecaon and Diming of fnrrsss es and fmsystems, sooANS111711 Quality Criteria, DSB49 and Best Building Component Suite 31Z Alemodrio. VA Tanga, FL 3361 D Safety Information avdlabie from Truss Nate Insetule, 218 N. Lee Street. 22314. Truss DryPIyJob FJob TwssType T13326569 1285755-PSLP-PIOLUNEK Cog F HIP GIRDER 1 1 Reference o Banal' builders FlrsrsOUme, FOR Mona, VL'J4V9b B.luosseptbzul/MIIeKmausvles,Inc. FnreD2314:21:39zu18 Scale = 1:43.0 NAILED NAILED NAILED Sx6 = _ _ NAILED NAILED NAILED 3x4 — NAILED NAILED bee NAILED Special 5x6 II 3 14 15 1617 18 4 19 20 21 22 5 23 24 25 6 3x8 = 2x4 II NAILGU NAILED 5x8 = NAILED NAILED 3x4 = NAILLU NAILtU 6x8 Special NAILED NAILED NAILED LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC20147rP12007 CSI. TC 0.88 BC 0.98 We 0.75 Matrix -MS DEFL. In Vert(LL) 0.26 Vert(rQ -0.47 Hou(TL) 0.14 (loc) Well Lid 9 >999 240 9-10 >630 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 121 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 `Except` TOP CHORD Structural wood sheathing directly applied or2-10-10 oc puffin, 3-5: 2x4 SP M 31, 5-6: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP N0.2'Except' BOT CHORD Rigid ceiling directly applied or 4-4-4 oc bracing. 7-9: 2x4 SP No.1 WEBS 1 Row at midpt 5-7 WEBS 2x4 SP No-2 ' REACTIONS. (Ib/size) 7=2073/0-3-0, 2=1735/0-7-10 Max Horz 2=199(LC 8) Max Uplift 7=-1133(LC 8). 2= 933(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3231/1627, 3-4=-3896/2065, 4-5=3081/l662, 6-7-491/365 BOT CHORD 2-10=-1513/2823, 9-10— 1513/2845, 8-9=-2084/3907, 7-8=-1656/3047 WEBS 3-10-11/537, 3-9— 631/1224, 4-9-244/395, 4-8=-928/469, 5-8= 117f792, 5-7=-3286/1783 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=1511; B--151t1 L=25f ; eave=4it; Cat. IC Exp C; Encl., GCpi-0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water pending. 4) This thus has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qtdb) 7=1133, 2=933. 7) "NAILED" indicates 3-1Od (0.148"x3") or 2-12d (0.148"x3.25") toe-nalIs per INDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 368 to down and 3071b up at 23-0-12 on top chord, and 276 Ib down and 118 lb up at 5-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(5) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 7-11=-20 Walter P. Finn PE No.22839 Iffek USA, Inc. FL Cart 6634 $004 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 A WARNNG- Verf/y Eesignparamefemantl READ NOTES ON TMSANDINCLUDED NREKREFERANCEPAGEM 7473m1e/03110158EFORE USE. Design valid for use oNywlth Miled,connectors. Rilsdesign is bosetlorry upon parameters shown. arul is for an individual W6dig component not ��• a mass; system. Before use. the building designer must verity the applicaleliyof design Parameters and properly btcoorwrate, this design Into the overall butdingdesign. Brwgtndcatedlstoprevent WckllrgofidMdualin155weband/orchordmembmmly. Addlilorsal temporaryarxl permanent bracing p�q "MiTek" Galways required for stabllyand to prevent collap:z with posble personal Injury and property damage. Forgeneralglldanceregarding Bse fabrlcatbn. storage, delivery, eracton and bracing of lances and tms systems, seeANSIRI'l l Quality Criteria. DSB439 and XSI Building component 69M Parke East BNtl. safety Information available from ➢us Rate butitute. 218 N. Lee Street. suite 312. Alexandria, VA 22314. Tama, FL Seal Job Truss Truss Type Qry Ply 'I T13326569 1285755-PSLP-PIOLUNEK C09 HALF HIP GIRDER 1 i Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 14:21:39 2018 Page 2 ID:QMGHgVGe6ryE1YUEMmJmnYyfZ4F-zhnrl Z6eW EH6Cpvn9zH_r5E2TJIRjWjlCohTk2ziE6g LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-70(B) 10-276(B) 15— 87(B) 16=-87(B) 18_ 87(B) 19= 87(B) 21=-87(B) 22= 87(B) 23=-89(B) 24=-173(B) 25=-368(B) 26=-50(B) 27-50(13) 28= 50(B) 29=-50(B) 30=-50(B) 31=-50(B) 32=-52(B) 33=-56(B) 34=-41 (B) QWARNING-Vedfydestgnpa(amefemaad READ NOTES ON TNISANOGICLUOEOMITEKREFERANCE PAGEMIFT4lJ reV. IN0.irzafS BEFORE USE. Design valid ror use eus with IdRek®connec B bapli oNyupon peomerers a Ieareor al Wts component e ranrdtledgn Before use, the btdk➢n9 tl llyof etem d p ofor y I designermust parameters and htcoi er ap to 41E design Into the overall a imling ar,d/eggn igr. design.reeve ual ft builtbng deslgn.$achgindkatetlls to prevent WCWirg of lntlNitluol imaweb aM/or chord members only. Additional temporary and permarEnt baclrg ing of only. nal temporary p��F �Itll�lek• for n damage. FoDSS-89a d9CSIItedingC fabricBolwaysn story meANSproPeM g of and hues systems s, eliveltyan coon avenicollopsewilnpossmle zsyste erection Prat Cdteria, DSB-69 and SCSI Building Component cation , mpon 69e4 Parke East alcalry, A,aa dfla VA X23 Safety Informallon avdlabl9 from Teas Plate Institute. 218 N. Lee Sheet, State 312, Alexandda. VA 22314. SWety Information Inst 18 N. 0 Tampa, FL 33Si0 Job Truss Truss Type Ply T13326570 1285755-PBLP-PIOLUNEK CA Corner Jack 71'7 1 Job Reference o Banal uunaerS FrrsvJource, Pon Piece, FL J V45 8.130 s Sep 15 2017 MI I eK Industries, Inc. Fri Feb 23 14:21:402018 Page 1 2x4 = Scale = 1:7.0 LOADING (pst) SPACING- 2.0-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(L-) 0.00 5 >999 240 MT20 244/190 TCDL TO Lumber DOL 1.25 BC 0.02 Vert(TL) -0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(TL) 0.00 2 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins.BOT _ CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) "/Mechanical, 2=118/0-7-10, 4=0/Mechanical Max Horz 2=67(LC 12) Max Uplift 3=-6(LC 9). 2= 129(LC 12) Max Gmv 3=12(LC 17), 2=118(LC 1), 4=20(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=42psf; BCDLd.Opsf; h=15fl;. B=45ft; L=24ft; eave=4ft, Cat. II; Exp C; Encl.. GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed: porch 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) This truss has been designed for a 10.0 lost bottom chord live load nonconcument with any other live loads. 3) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3 except (jt-Ab) 2=129. WalterP. Finn PE No.21639 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 AWARMING-Vedlydesign pavaeul rsand READ NOTES ON THIS AND WCLUOEO MHEKREFERANGE PAGE M0.7473rev. IDAQANSBEFORE USE Design valid for use mly wim MITeleteconnacto s. TNsdesign b oa;etl oNyupars parameters shovm. antl Is form trWMdual building component not �- a truss system. Before use. the tNIDditx3 designer must veefy the applicab9lry of design parametersantl properly incaporate Mdesign Into the overall bullcgrg design. Bracing Indicated Is to prevent bucldar of Individual tmssweb and/or chord members only. AdtllBonal temporary antl pemnanent bracing /a :MiTel( B always required for stability and to prevent cdiapse v41h possible personal ln)ury and property damage. For general gaitlgnce regarcIng the fabrication. storage, delivery, erection and bracing of In sees and truss systems seeMsl/TPII Quality Criteria, DS6419 mal BCSI Building Component 69N Parke East Blvd. Safety Infmatallon available from Truss Nate Institute. 218 N. Lee Sheet Sdie 312, Alexandrlo. VA 22314. Tenpa, FL 33610 Job Truss Truss Type Ofy Ply � T13326571 1285755-PSLP-PIOLUNEK CJ2 Comer Jack 1 1 Job Reference (optional) Builders FirstSourca Fort Piece, FL 34945 8.130 a Sep 152017 MiTek Industries, Inc. Fri Feb 2314:21:41 2018 Page 1 I D:OMGHgVGe6ryE1 YuEMmJmnYyfZ4F-w3ubSE8v2rXgS739GOKSxW JbT6f?Bbs2f5AaowziE6e -0-4-0 1-0-0 0-4-0~ 1-0-0 - Scale =1:7.0 2x4 = LOADING (psp SPACING- 2-0-0 CS1. DEFL. in (lac) Mail L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 7 >999 180 BCLL 0.0 ' Rep Stress ]nor YES WB 0.00 Horz(TL) -0.06 3 n1a n/a BCDL 10.0 Code FBC2014/TP12007 Mamx-MP Weight 4lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or IG-0-0 oc bracing. REACTIONS. (lb/size) 3=19/Mechanical, 2=58/0-7-10, 4=14/Mechanical Max Horz 2=40(LC 12) Max Uplift 3= 16(LC 12), 2= 39(LC 12), 4= 4(LC 12) Max Grav 3=22(LC 17). 2=58(LC 1), 4=16(LC 3) FORCES. (Ib) - Max. Comp./Mac Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsh h=15ft; B=45ft; L=24tt; eave=oft; Cat. II; E)p C; Encl.. GCpI=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces t4 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3) `This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for Imss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. Walter P. Finn PE NoM39 MTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FIL 33610 Date: February 23,2018 ®WARNING- Vedfydasignpa.m teal READNOTESONTNiSANDINCLUDEDWEKREFERANCEPAGEMI74M .10=2015DE CREUSE Design vard for use oniywlih MITOM connectors. INsdestgn is basedoreyupon porameters shown. and Is form Individual WBtling component, net ahusssystem. Before use, the bulking de5gnermustverVnadpplkab@INofdesign pmanotersand properlylncomorate lhtsceslga Into theoverall burdngdee! n. Bnschglndkatedhtoptevent WC hgofin MduN webmd/orcterdmembersoNy. Addiramliempmarymrdpermanentbrachg p/� -sMiTek• E always requhetl for stabllltyand to prevent collapse with possmle personal hoy cant property damage. For general gultlmlce regmarg me fobricalion. storage, del vM. erection and bracing of trusses anal aussysiems, seeMSEM11 Quarry Werla, D58-89 mad BCSI Building Component 6904 Parke East BNd. safety Information avallaNe from Truss Rate InsMule, 218 N. Lee street. "a 312. Alexantldo. VA22314. Tarrya, FL 33610 Job Truss Truss Type Oly Ply T13326572 1 885755-PSLP-PIOLUNEK CJ3 Comer Jack 13 1 Job Reference o 8onal Builders FirstSource, Fort Piece, FL 34945 8.130 a Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 14:21:42 2018 +Lig Scale: 1'=1' LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) tldefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 VerUUQ 0.01 4-7 >999 240 MT20 244/190 TCOL 7.0 Lumber DOL 125 BC 0.11 Vert(FL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(fL) -0.00 3 rva n/a BCDL 10.0 Code FBC2014/TPl20D7 Matrix -MP Weight: 11 lb FT=20% LUMBER- - BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD 2x4 SP No-2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. Qblsize) 3=65/Mechanica1, 2=172/0-7-10, 4=35/Mechanical Max Horz 2=120(LC 12) Max Uplift 3=-60(LC 12), 2=-120(LC 12) Max Grav 3=73(LC 17), 2=172(LC 1), 4=51(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf; h=15ft; B=45ft1 L=24ft; eave=oft; Cat. II; Exit C; Encl., GCpI_0.16; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 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) This truss has been designed for a 10.0 lost bottom chord live load nonconcti ent with any other live loads. 3) `This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 It, uplift at joint(s) 3 except at -lb) 2=120. WalterP. Finn PE No.23839 MiTek USA, Ina FL Cart 6634 6804Parke East Blvd. Tampa FL 33610 Date: February 23,2018 ®WABNWG-Vadlydairgnpararneema dRIEAONOTES ON THZANDWGLUDEDMNEKFEFEMNGEPAGENb74TJrev. 1MUSiZ915BEPoREUSE D tat vdldform oNy Wth fvirek®connectors. TNsded in bbasetl ONyupon pmamelers drown, aitdh(orm NtlMtlual buadIng component. rrot a gmvwtem. Before use, the birldng designer must verity theapplcobBily of design parameters aM propedyktca rate lhk Aeslgnlnfo theoverall buildingdeagn. BraGtg lntlicatetl 5to prevent buckilrxl of iTblvitluoi truaweb and/or chortl members oNy. AddtbrtdtemporaryondpennartentbTo W p/B ;'y'OW 5 always Teaulred for stablItyand to prevent collapse with poamle pecone Injury and Papertydamage. F TWnemigiltlatceregardhU11w fabticatbR storage, tlellvery, erection atxl bradng of trusses and k systems seeANSInPI I OYa9tyCdleda, DS649 cr BCSI 8 Mng Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. sure 312, Alexandifo. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply T13326573 1285765-PSLP-PIOLUNEK CJ4 Comer Jack 1 1 Job Reference (optional) Builders FirslSource, Fort Piece, FL 34945 8.130 s Sep 152017 MiTek Industries, Inc. Fri Feb 23 140:44 2018 Page 1 ID:OMGHgVGe6ryE1YuEMmJmnYyfZ4F-Keak4GAnLmVPJaolmW t9Y8x4hKfYOybUM30EPFziE6b 0-4-0 3-0-0 t4-0 3-0-0 Scale: 1*=I' 2x4 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) VdeB L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(L-) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hoa(TL) -0.00 3 n1a n/a BCDL 10.0 Code FBC2014)TPI2007 Matdx-MP Weight: 10lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 ROT CHORD 2x4 SP No.2 REACTIONS. fib/size) 3=68/Mechanical, 2=128/0-7-10, 4=39/Mechanical Max Horz 2=92(LC 12) Max Uplift 3=£6(LC 12), 2=-57(LC 12), 4= 5(LC 12) Mm Grav 3=77(LC 17), 2=128(LC 1), 4=52(LC 3) FORCES. Qb) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 on bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BGDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave-oft; Cat. II; Exp C; End-, GCpi-0.18; MW FRS (directional) 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) This miss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) `This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3, 2, 4. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 ® WARNING -Verify daslgnparametersand READ NOTES ON TNISANOINCLUOEO MITEKREFERANCE PAGEMA74Tarev. 1011U1a15 BEFOREUSE D gn valld for use onN with Mllelt®corvreclors. lNsdesign is basetl ONy upon parameters sh0v4 and Mar an Individual buadig component act aft. system. Before ace, the IndicAng dedgner must vedN the applkabelN of design parametemord properly Incorporate ttilededgn Into the overall buadngde9gn. Bracmglndicatedlstoprevent Wcklirgofirw1vidwi rusweband/mctwrdmemb mrs ly. AtlNliorat temporary antl bnadrg ���yn ffek• peamarent 5 always regWretl fa staMlNand to prevent collapse with possRnle persona hnkay antl propelN damage. Fa generol guidance regarryrg ale " 'yy fabricalion. storage, delivery, erection antl i co fn of tmaeso d Huss systems se Si/iPll 9uaBN C4teda, DSB-99 and BCSI Boding Component 69N Parke East Bhd. Salary Information avalabie from Tnas Plate Instilute. 218 N. Lee wet Suite 312. Alexci VA 22314. Tampa, FL 33310 Job Truss Truss Type Oty. Ply ' T73326574 1285755-PSLP-PIOLUNEK CJS Comer Jack. 10 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 14:21:44 2018 3x4 = 500 Scale=1:17.9 LOADING (psf) SPACING- 240 CSI. DEFL. In (too) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Ved(LL) 0.06 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.07 4-7 >856 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 HOrz(TL) -0.00 3 n1a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -AS Weight: 18 lb Fi=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=118/Mechanical, 2=242/0-7-10, 4=60/Mechanical Max Harz 2=173(LC 12) Max Uplift 3=-114(LC 12), 2= 136(LC 12) Max Gmv 3=133(LC 17), 2=242(LC 1), 4=87(LC 3) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF, BCDLd.Opsf; h=15ft; B=45ft; L=24tt; eave=40; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exmedor(2) -1-0-0 to 2-0-0. Intedor(1) 2-0-0 to 4-11-4 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) This tnlss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for muss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 0I=11o) 3=114,2=136. 6) This muss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. WalterP. Finn PE No.23833 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 'A WARNING. paramefero aM READ NOTES ON T ANDINCLUOEOM?EKREFERANCE➢AGEN0.74TJrev. 1"MISBEFOREUSE Design valid for use onlywlin Nureke connectors. INsc!"gn is basedonlyupon parameters shown, anal Rfor an trWlvdace burcre, component rat olmassynem. Before me.fhe brak➢rg designer mmtvent'theappllcabNtyofde9gr parameters and properly hcomorafe lhGde9km Into theoverall bWdimdeagn. Brachga id cat lsto Meventbuc hgoflndlvldminnWebarxl/orctardmembersoNy. Addtlonaltempwarymdpeimamntb ppB�racBg eM'4i1191C h always required for stability and to prevent collapse with poss6le personal" and property damage. For general guldance regadug line fobteatbn. Mwage, delivery, erectlon arb brachg of trusses and trim systems seeMSIMII Quality Cdled e. DSB-89 and BCSI IWiiding Component 69M Parke Eaet Blvd. Safety Information available Rom Truss Plate Institute. 218 N. Lee Street. "a 312. Nexandtla. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T13326575 1285755-PSLP-PIOLUNEK E01 HIP GIRDER 1 2 �gc.onal Job Builders FirstSource, Fart Piece, FL 34945 8.130 s Sep 152017 MITek Industries, Inc. Fri Feb 23 14:21:462018 i Scale=1:25.1 Sx6 — Sx6 = 15 16 Io 6x6 0 6x6 = .. — ...­ 6x8 = Sx6 = HGUS26.2 LUS26 LOADING (pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.2 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/TP12007 REACTIONS. (lb/size) 7=4779/0-7-10, 2=3075/0-7-10 Max Horz 2=121(LC 7) Max Uplift 7=-2397(LC 8), 2=-1611(LC 8) CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.50 Verl(LL) 0.14 8-9 >999 240 MT20 2441190 BC 0.42 Ved(TL) -0.23 8-9 >742 180 WB 0.36 Horz(TL) 0.05 7 n/a n/a Matrix -MS Weight: 163 In FT=20% BRACING- TOPCHORD Structural wood sheathing directlyappiied or 3-6-6 oc purins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max Comp./Max. Ten. -All tortes 250 (ib) or less except when shown. TOP CHORD 2-3= 6200/3137, 3-4=-6196/3212, 4-5= 7166/3717, 5-6= 9176/4695, 6-7— 9193/4629 BOT CHORD 2-10=-2748/5520, 9-10= 2837/5715, 8-9=-3104/6250, 7-8= 4079/8190 WEBS 4-10=-436/495,4-9=-1604/3226,5-9=-1020/2055,5-8=-1445/2882 NOTES 1) 2-plytrussto be connected togetherwith 10d (0.131°x3') nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 oc. Webs connected as follows: 2x4 - 1 row at 0.9-0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BODL=5.Opsf; h=15ft; B=451F, L=24N; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at Joint(s) except Qtdb) 7=2397, 2=1611. 9) Use Simpson Strong -Tie HGUS26-2 (20-1 Did Girder, 8-1 Od Truss) or equivalent at 7-1-8 from the left end to connect truss(es) to back face of bottom chord. 10) Use Simpson Strong -Tie HTU26 (20-1Dd Girder, 11-1 Odxl 1/2 Truss, Single Ply Girder) or equivalent at 9-0-12 from the left end to connect truss(es) to back face of bottom chord. 11) Use Simpson Strong -Tie LUS26 (4-10d Gfrder, 4-1 Off Truss, Single Ply Girder) or equivalent at 11-0-12 from the left end to connect truss(es) to back face of bottom chard. 12) Use Simpson Strong -Tie LUS26 (4-1 Off Girder, 3-1 Off Truss) or equivalent at 13-0-12 from the left end to connect trusses) to back face of bottom chord. 13) Fill all nail holes where hanger Is in contact with lumber. LOAD CASE(S) Standard Walter P. Finn PE No.22839 KIM USA, Ina FL Cart 6634 8904 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 ®WARNING - Verllydesrgnparametereand READ NOTES ONTMSANDMCLUDEDM KREFERANCEPAGEMII-747Smv.16 015BEFOREUSE. Design valid for use only with Kilrek®connectors, lhisduagn Is based any upon Me meters shown, and Is for an Individual bU9tlhg component not a blsssystem. Before we. the bulding designer must vedly Inc applicability, of design poromefersantl Vopedy Incarporade hkdedgn Into it a overall buddirxldedgn. Brachgln toprevent WeMingofintlMtluai( weband/o eWrdmemb mrs y. A 11oroltemporaryandpermanembMing r�sqq 'MiT119k• atetl kalways required for slabSlNand to prevent collapse VIh possble perscrwl hlury cord Property damage. For general gWtlance regarding me 6904 Parke East BNd. fabrMatbn storage, delivery, efecflon and bracing of frasesand trace systems. seeANSI/1P11 Quality Cristo, DSB-69 and BCSI 6u9ding Component Safety Information avaibble from Luce Rate Insatule, 218 N. Lee Street. Suite 312. Alexandra. VA 22314. Tampa, FL 3361 D Job Truss Truss Type Qty Ply ' T13326575 1285755-PSLP-PIOLUNEK E01 HIP GIRDER 1 2 Job Reference optional) Builders FfatSource, Fort Piece, FL 34945 8.130 s Sep 152017 MiTek Industries, Inc. Fri Feb 23 14:21:46 2018 Page 2 ID:QMGHgVGe6ryEiYuEMmJmnYyfZ4F-G1 iUVyGlt096Yuy73wdeZlLd7HssmPnpNtLUBziE6Z LOAD CASE(S) Standard 1) Dead+ Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-4=-54, 4-5=-54, 5-7=-54, 2-7=-20 Concentrated Loads (lb) Vert: 9-3284(B) 8=1058(B) 17=-1399(B) 18-993(B) Q WARNWG-Verttydsign➢a�dmet..d READNOTE50NTN/gANDWLLUDEDMUEKREFERANLEPAGEMA74n.. 1047213015BEFOREUSE Design vaitd for use only with Mliel connectors. lhk design Is based onlyupon paameters sfatvn. aid I5 form Indivimal WOtlhg component.not a fmsssystem. Before use, the buildurg designer must verity the oppikabiliy of design poranetersand Properly incomorole hilt ciesgn into the overall Widng desgn. Bracing recreated h to Prevent Wctling of Individual htaweb andforclord members only. AdtliBonal temporarymd permanent brachrg '--NB)Tek' 5always reaulretl for sfoblllty, and to prevent collapse with possible personal inlfey ontl VOP"damage. ForgeneralgWdmceregarcilrgthe (milcofbn, storme.dellvery.erecilm ontl bracing oftmsesond M1usssysfems socMS 1PIf QuaBfy Criferia, DSB-69 and SCSI wilding Component 6904 Paika East Blvd. Safety Informallun available hem Trus Rate Institute. 218 N. Lee street, suite 312. AlexonMo. VA 29314. Tampa, iL 331110 Job Truss Truss Type aty Ply ' T13326576 1285755-PSLP-PIOLUNEK E02 HIPGIRDER 1 1 Job Reference (optional) Builders Fustsource, Fort Piece, hL 3494b 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 14:21:47 2018 Page 1 ID:QMGHgVGeGryEtYuEMmJmnYyfZ4F-kDGsjlCgdhHzA2XJdeQsAnZK_XKQbHWx21 duOaziE6Y 5-0-0 9-5-0 14-6-0 1 9- 7-0.0 5-0-0 4-SO 5-0-0 4 Special 4x6 = Special NAILED NAILED 4x6 — 1s 16 17 4 Scale = 1:25.7 2x4 II •.. ••"" •••••"" 2x4 II 3x6 = Special Special axe — LOADING (pso TCLL 20.0 TCDL 7.0 BOLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/TP12007 REACTIONS. (I rrsize) 2=1058/0-7-10, 5=1021/0-7-10 Max Horz 2=109(LC 7) Max Uplift 2=4605(LC 8), 5= 554(LC 6) CS]. DEFL in (loc) War Ud PLATES GRIP TC 0.39 Vert(L-) 0.10 7-8 >999 240 MT20 2441190 BC 0.71 Vert(TL) -0.16 7-8 >999 180 WB 0.12 Horz(TL) 0.04 5 n1a rVa Matnx-MS Weight: 54lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-11 oc pudins. BOT CHORD Rigid ceiling directly applied or6-5-13 oc bracing. FORCES. (Ib) - Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1832/970, 3-4=-1610/922, 4-5= 1832/970 BOT CHORD 2-8= 778/1582, 7-8=-785/1610, 5-7=-777/1582 WEBS 3-6=-143/520,4-7=-142(520 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=160mph (3-second gust) Vasd=124mph; TCDL=42psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of wiihsianding 100 lb uplift at joint(s) except Qt=lb) 2=605, 5554. 7) "NAILED' indicates 3-1 Od (0.148'x3') or 3-12d (0.148'x3.25') toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 153 Ib down and 231 Ib up at 5-0-0, and 1531b down and 231 lb up a1 9-5-0 on top chord, and 271 Ib down and 1331b up at 5-0-0. and 271 to down and 1331b up at 9-4-4 on bottom chord. The design/selecgon 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) Standard 1) Dead+ Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3— 54, 3-4= 54, 46= 54, 9-12=-20 Concentrated Loads (Ib) Vert: 3= 52(F) 4= 52(F) 8= 264(F) 7=-264(F) 15= 16(F) 17= 16(F) 18=-137(F) 19= 137(F) Walkup. Finn PE Ne.22839 MiTek USA, Ina FL Cad 6634 6904Parke East Blvd. Tampa FL 33610 Date: February 23,2018 A WARNING- Verlydedgnpammetemand R6 DNOTES ON TRLSANDINCLUDEO MREKREFERANCEPAGEM67473 re¢ 1dALYa15SEFORE USE *R' Design valid foruse only Wile MiTek®connectors. TNs design h bosedonly upon parametersshown. and!kfor an lntlhMAxrl buldang component.nor [`.���, q` a fr. system. Before use. the bullmng tleslgner must vedy the applrecitA y of desigmIN n paroetemand peopedy incorporate s design into the overall bruldirgtlesign. &achg Indicated Is to prevent buckling ofintllvidutl irussweb and/or crrord members only. Atldli nultempormyondpermarrentbra M .M(Te'C h always required for stability and to prevent collapse wffh poe&rte personal Injury and propeM damage. for general guitl¢tce regarding the fabdcollon. storage, dellvery. erection antl bracing of In a and Iruss systems. seeANSV1l`I I Quality Criteria, DSB439 and BCSI Building Component 69N Parke East Bled. Safety Information available from Truss Rate Iin Mitute. 216 N. Lee street. Site 312. Alexandra. VA 22314. Tamp., FL 33610 Job Truss Truss Type Oly Ply T13326677 7285755-PSLP-PIOLUNEK EJ2 Jack -Open 2 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 2x4 = 8.130 s Sep 152017 MiTek Industries, Inc. Fri Feb 2314:21:472018 Pagel I D:OMGHgVGe6ryE1 YuEMmJmnYyfZ4F-kDGsjlCgdhHzA2XJdeOsAnZd7XiMbl Lx21 duOazi E6Y LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 6 >999 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Hom(TL) -0.00 2 n/a rda BCDL 10.0 Code FBG2014/TP12007 Matdx-MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 1=37/0-7-10, 2=20/Mechanical, 3=16/Mechanical Max Herz 1=26(LC 12) Max Uplift 1-10(LC 12), 2=-18(LC 12), 3= 7(LC 12) Max Gmv 1=37(LO 1), 2=23(LC 17), 3=17(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (ib) or less except when shown. Scale = 1:7.0 PLATES GRIP MT20 244/190 Weight: 3lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puriins. DOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh, BCDL=5.Opsf; h=15ft; B=4511t; L=24ft; eave=41t; Cat. II; Exp C; Encl., GCpi-0.18; MW FRS (directional) and C-C Extedor(2) zone; canfileverleft and right exposed ;C-C for members and forces $ MW FRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in al I areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s)1, 2, 3. Walter P. Finn PE No.22839 %Tek USA, Inc FL Cod 6634 6904Parke East Blvd. Tampa FL 33610 Date: February 23,2018 A WARNING- VerilyEeslynparemet..dREAD NOTES ON THISANDINCLUDED MREKREFERANCEPAGEM 74T9 rev. MMUGOIS 9EFOREUSE *�- 0edgnvdtdfmuseonlywlBtMMTeMmnrecfors.lMcd lgn5ba5 doNyuponparameters5lwwn hformhrdlvlducd WdhgcomporenLnol a hum system. Before use, the "cin l designer must vedty the opplkabllry O de•Jgn paramelersand Mopelly hcaporate thktlesign Into Ina overall bulldingdedgn. Rachrlind�aledis to prevent buckling oflMMdud huzweband/orchordmembersonly. Addtlorwltemporaryondpermanentbracing i•�Y�1 psIl ..'M)TOIC Is always required for stability and to prevent collapse with possible pessond allay and properly damage. For genera gdtlance regardrxl the faNicatbn, storage, deliv sm erection and bracing of trusses and less systems W"NSI/TPI I Quarry Galena, DSB49 and gal Building component 69N Parke East Blvd. Salary Informalian available from Tnm Rate Institute. 218 N. Lee Sheet, Stile 312. Alexantldo, VA 22314. Tampa. FL 33610 Job Truss Truss Type Cry Ply ' T13326578 1285755-PSLP-PIOLUNEK EA Jack -Open 3 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34946 8.130 s Sep 152017 MiTek Industries, Inc. Fri Feb 23 14:21:482018 Pagel I D:OMGHgVGe6ryE1 YuEMmdmnYyfZ4F-CPpEweDlO?PgnC6VAMy5j_6m7xO6KIb4GhMRYOzIE6X -1-0-0 3-0-0 t-0-0 3-0-0 l Scale: 1'=1' P.'48 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (fee) Udell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.17 Ved(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: It It, FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=65/Mechanical, 2=172/0-7-10, 4=35/Mmhanical Max Horz 2=120(LC 12) Max Uplift 3-70(LC 12), 2=-177(LC 12), 4=-44(LC 9) Max Gmv 3=66(LC 17), 2=172(LC i), 4=51(LC 3) FORCES. (M) - Max. Comp./Max. Ten. -All forces 250 (Ile) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pur ins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opst; h=15ft; B115ft;, L=24ft; eave=4f; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exlerior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone; cantilever left and right exposed; porch left and right exoosed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Wit fit between the bottom chord and any other members. 4) Refer to girder(s) for muse to Imss connections. 5) Provide mechanical connection (by others) of tmss to hearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 4 except jt=1b) 2=177. WalterP. Finn PE No.22839 MITek USA, Inc. FL Ced 66U Still Parke East Blvd. Tampa FL 33610 Date: February 23,2018 WARNING-Ved1ydes1gnparamete®and READ NOTES ON TNISANDDILLUDEDMREKREERANCEPAGEhUFTdTlrev. 141232015BEFOREUSE wild for use mly AM Ivlliek®connectors. lntsdesign a based miy upon Parametela 9nown, and Is form advldual buedag component not rat a truss system. Before use. the building designer must vetlfy the applicability of design parameters and propedy incomoraie tnis design Into the overall bullcIngdesin. leacing Indicated is to Prevent bucking oflodNclual lass web and/or chord members onay. Atltlinonai temporary antl permanent bracing WiTeIK kalways d for sawl tr diapse wucassa /yd®naDe For gen9 and tens s bt d Muss Sook SIMP11 elivelryare andMacltg of Quality Crltenla, D5ad9 and 6C51 Bulldog Component fabrication, storage, BCSnce dogcompon ae04 Parka Easl6Ntl. 18 M Lend Suite 31.2. Aexar ida Safety Information available hom Russ Plate InStlMe. 218 N. Lee Sheet. Site 312. Plexantltlo. VA22314. safety Information ailoNe fora Tom Tampa, FL 33610 Job Truss Truss Type Oty Ply _ T13326579 1285755-PSLP-PIOLUNEK EJ6 Jack -Open 6 1 Job Reference o Banal Btmaers eusu,ource, ron nece, r. a.vw u.13us oep 152U I I M I ei(moustrles, me. rrl reDkd 14:21:4tl2U10 3x4 = 9 10-8 4 Scale=1:20.0 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (roc) War Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.62 Vert(LL) 0.10 4-7 >710 240 MT20 244/190 TCDL 7.0 Lumber DOL t25 BC 0.50 Ven(TL) -0.13 4-7 >541 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(Q -0.00 3 n/a We BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 20 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=141/Mechanlcal, 2=274/0-7-10, 4=70/Mechanical Max Harz 2=197(LC 12) Max Uplift 3=-137(LC 12), 2=-144(LC 12) Max Grav 3=158(LC 17). 2=274(LC 1), 4=103(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 fib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD fligid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft L=241t1 eave=4f ; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exiedor(2) -1-0-0 to 2-0-0, Intedor(1) 2-0-0 to 5-9-12 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) This truss has been designed for a 10.0 psf bottom chord live load nonco tcurrent with any other live loads. 3) `This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 3=137, 2=144. 6) This truss design requires that a minimum of 7/16' structural wodd sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. WalterP. Finn PE No.21639 MiTek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL33610 Date: February 23,2018 ®WARNING. Venrydssk paramete iantl READ NOTES ON THIS AND WCLUDEDM?EKR£FERANCE PAGE MII-7473rev. 10N14615BEFORE USE Resin valld form oNy WM MRek®connectors. INs tlesign 5 bosetl only Won parametersstavm. and Is form individual bIDtlhg component not a truss system. Before use. the bulding designer must vellty One menfl abblity of design parameters and properly incorporate tine design Into fine overall buldng tleslgn. Brachglydlcatedhtoprevent WCldagoflMMdualtmsweband/mac Tdmemb mrs y. Atltlltiorwl temporaryontl permanent braGrg MTN( Is dways regNretl for siablity antl to prevent collapse Wth posshle personal Wray and property dontme. For general guldonce regarding the 6904 Parke East BNd. fobrhatkm, storage, delivery, erection and bracing of trusses and Mss systems seeANSI/rPIl Quality Criteria, DS8-89 and BCST Belding Component 312. VA Tarnpa, FL seat D Salary Information available from Buss Rate institute. 218 N. Lee Sheet, sure Alexantltio. 22314. Job Truss Truss Type City Ply ' T13326580 1285755-PSLP-PIOLUNEK EJ7 Jack -Open 37 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 14:21:63 2018 Page 1 ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-ZNd7zLHRDX27uz_TvXGQ2pSLyd3?OgpQz4CDEziE6S -1-0-0 7-0-0 i-0-0 700 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (toe) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.17 4-7 >494 240 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.26 4-7 >323 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HorZ(TL) -0.01 3 n(a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (It,/size) 3=171/Mechaniml, 2=315/0-7-10, 4=82/Mechanical Max Horz 2=227(LC 12) Max Uplift 3=-167(LC 12), 2_ 155(LC 12) Max Grav 3=192(LC 17), 2=315(LC 1), 4=122(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 0b) or less except when shown. Scale = 1:22.9 PLATES GRIP MT20 2441190 Weight: 241b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf; h=15ft; B=45ft L=24tt; eave=4tt; Cat. 11; Exp C; Encl., GCpi=0.18;.MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-0-0. Interior(1) 2-0-0 to 6-11-4 zone; cantilever left, and right exoosed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip D0L--1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle "-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 In uplift at joints) except (ttlb) 3=167, 2=155. 6) This truss design requires that a minimum of 7116' structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. WalterP. F'mn PE No.22839 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 Q WARNWG- Verllydesignyammeto..d READNO7 DNTNISANDWCLUDEDM?EKREFERANCEPAGEMQ-74n.v. 10/0220156EMREU5E Deslgl voild for use oniy v m MITektD connecfom IhLstleslgn It bosedonly upon paramelen shown. and hfor an htlMtlual buadlrg component not a trusssystem. Beforeuse, thebwldng des'gnermmivemy the aWlcabaily of tleAgn poramelenand properly hoaporate lhlsd slgnlnto llx?overall bWldirgde gn. wactingintlk lsioprevenIWCMhgOfkMMdualtMWeba /ochordmemb MoNy. Adc1I1onotemporaryandpermanembrocing �/� 1MiTeW Isalways tegWred for stability antl to prevent collapse with passable Personal Injury and properly domale. For generd 0udanos regortlhg the fabrloatbn. sloage. delNery, erecllon antl bracing of tomes and mtsssystems. seeMSVTP11 QualityCdlede, DS11-39 and BCSI Building Component 6904 Parke East BW. Safety Information available aom Truss Rate ImBMe, 218 N. Lee arrest site 312 Alexandria, VA22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply ' T13328581 1285755-PSLP-PIOLUNEK EJ8 JACK -OPEN 2 t Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 152017 MiTek Industries, Inc. Fri Feb 23 14:21:542018 Page 1 ID:OMGHgVGe6ryE1YuEMmJmnYyfZ4F-1ZBW Bhl3_rA_W 7ZfXc2VyFMmjMvekTJzfdgmmgziE6R -1-0-0 2d-0 3-8-0 6-4-0 1-0-0 2-40 1-4-0 280 . Scale = 1:17.8 3x4 = Plate Offsets (X.Y)-- 12:0-0-8,Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.23 Verl(LL) 0.29 7-8 >261 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Ved(TL) -0.37 7-8 >204 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) -0.02 5 We rl/a BCDL 10.0 Code FBC2014rrP12007 Matrix -AS Weight 251b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4.SP No.2 REACTIONS. (lb/size) 5=70/Mechanical, 2=290/0-7-10, 6=157/Mechanlcal Max Horz 2=173(LC 12) Max Uplift 5=-76(LC 12), 2= 164(LC 12), 6=-54(LC 12) Max Grav 5=79(LC 17), 2=290(LC 1), 6=159(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 3-8=180/280 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=1511; B=45f1; L=24111; eave=4tt; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exlerior(2) -1-0-0 to 2-0-0, Intedor(1) 2-0-0 to 2-4-0, Extedor(2) 2-4-0 to 3-8-0 zone; cantilever left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate Drip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fora 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle M-0 tall by 2-M wide wIl fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 It, uplift at joint(s) 5, 6 except Qt=1b) 2=164. 8) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Walter P. Finn PE No22839 MiTek USA, Inc. FL Cod 6634 6W4 Parke East Blvd. Tampa FL $3610 Date: February 23,2018 WARNING- VadtydesiSnparametersand READ NOTES ON TRISANO INCLUOEOMTTEKREFERANCEPAGEM 7473 reb. 1O01ROf5BEFOREUSE Delign valid for use only kAM Nllreko; connectors. ft design b basec only Won porometersshown and isfor an hdvlduol building component not a taus system. Before use, fine butding designer must vedty the appllcab9lty of desgn porearetersand propedy Mcoeporate ihtt despin info the overall building dedon.&achg Indicated is to pmvent buclaw of lndivduol huaweb and/or chord members only. Additional temporary and permanent bracing Is always required for stab) ity and to prevent collapse wBh paeNe persoral Injury and property damage., For general guldance regarding no 'MiTek" fabrication. storage. delivery. erection and bracing of trusses and Inns systems, seeAlV111711 Ceaary Create, WB49 and BCM Battling Component 6904 Parke East Blvd. Safety Information ovdlable from True Plate Insiitufe. 218 N. Lee Street Wte 312. Nexardria. VA 22314. Tanya. FL Saito Job Truss Oty Ply T13326582 1285755-PSLP-PIOLUNEK EJ61 �TrussType Jack -Open 1 1 Job Reference o tional Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 2314:21:492018 Pagel I D:QMGHgVGe6ryE 1 YuEMmJmnYyfZ4F-hcNd8_Ew9JXhPLgik3TKFCfgpLGr3CgDVL6?4TziE6 W 5-10-8 5-10-8 11 ADEQUATE SUPPORT REQUIRED. 3n4 = 5-10-8 Swie=1:19.1 LOADING (par) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.10 3-6 >676 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.14 3-6 >514 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 We n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 191b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. gb/size) 1=215/Mechmical, 2=143/Mechaniml, 3=72/A4echanical Max Horz 1=156(LC 12) Max Uplift 1=-62(LC 12), 2=-141(LC 12), 3=-2(LC 12) Max Grav 1=215(LC 17), 2=161(LC97), 3=103(LC 3) FORCES. (lb) - Max Comp./Max Ten. -All forces 250 (Ib) or less except When shown. NOTES- 1) Wind: ASCE 7-10; VOIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4Q CaL II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) 0-0-0 to 3-0-0, Intedor(1) 3-0-0 to 5-9-12 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) 1, 3 except Qldb) 2=141. 6) This truss design requires that a minimum of 7116' structural wood sheathing be dpplied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Walter P. Finn PE No.22839 Mirak USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 ®WARNNG-Vertyd.1gnparamet...dREADNOTE50N TNISANDWCLUDEDMREKNEFERANCEPAGEM0.74mJr VIVIXi2arsi? FOREUSE Design valld for use only vxih MITeMconnectom Otisdesign 6 bosec onlyulFm parameters shown. mc! Is form Intliddrid Wadlrxl component not � a lmss system. Before use, the bulding designermusfve0fy the applkabNtyofdesign pommetemend propedy Mcorporate lhbdesign Into theovercc bWldingdeslgn.Brmhgtndkatetlktoprevent WCMBgofirMMdualbu vebaW/orciwrdmembmmty. Atltliibrtaf temporary mtlpennoneni brmlig gy 'MiT®k( Is always reauRetl for stability mot to prevent collapse with possible personal 4tlury antl property damage. For general guldmes regmlixt the fabricatbn storage, delivery, erectlm and bracing of trusses and Inns systems, seeANSIRPif Quality World, DSB49 and! BCSI Building Component 69N Parke East BNd. Safely Information avaRmle from Truss, Rate Institute, 218 N. Lee Street. Site 312. Alexardda, VA22314. Tairpa, FL K610 Job Truss Truss Type ety Ply • T13326583 1286755-PSLP-PIOLUNEK EJ62 JACK -OPEN 1 7 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 14:21:502018 4x6 i ADEQUATE SUPPORT 3 REQUIRED. Scale=1:19.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in goc) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.90 Vert(LL) 0.08 3-5 >830 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.14 3-5 >497 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -AS Weight 241b Fr=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 20 SP No.2 REACTIONS. (Ib/size) 3=493/Mechanical, 4=227/10echaniral, 5=76/Mechanical Max Horz 3=173(LC 12) Max Uplift 3=-195(LC 12), 4=-188(LC 12), 5=-1 (LC 12) Max Grav 3=493(LC 1), 4=239(LC 17), 5=96(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-261/27112-3=-270/185 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0ps1; h=15ft; B=45N; L=24ft; eave=4ft Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) 0-1-12 to 2-11-7, Interior(l) 0-1-12 to 5-9-12 zone; cantilever left and fight exposed;C-C formembers and forces & MW FRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent With any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. - 5) Refer to girder(s) for tmss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 5 except.Otdb) 3=195, 4=188. 7) This tits& design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. 8) Graphical puffin representation does not depict the size or the orientation of the Purim along the top and/or bottom chord. Walter P. Finn PE No.22839 I&Tek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 A WARNING-Vedfy design parameters and READ NOTES ON MM AND PICLUDED MMEKREFERANCE PAGEM-J4TJ ree 10la3I2015 BEFORE USE Design valid for use oNy with Ni connectors. Rva design labased only upon parameters shown, and Is for m individual "cling component. not �� a tabs system. Before use, the buldrg designer must verify the approobfllly of design parameters antl properly hoorporate able design Into the overall W4drvj a gn. BracingkWicatetlletopreventbucNirpoflntlNitlualinmwebantl/or chortl members only. Addlflorwltemporayandpelmallentbracing 'MiTeW 5 always reg &C fm stabilllyand to rxeveni colbpse wllh possUe personol lniM and prop rly a age. For general gnldunce regmdOg Ole fabrtalbn. &forage, delivery, erection orW b =lc of fms .d tmssyslems, seeANSWPII HuaOy Cdteda, DS8-89 and BCSI BUBQmg Component 6904 Parke East BNtl. Safely Information oval from rms Plate InsflIme. 218 N. lee Street Wte 312. Nexandna. VA 22314. Tanya, FL 3W 10 Job Truss Truss Type Oty Ply � T13326584 1285755-PSLP-PIOLUNEK EJ63 Jack -Open 1 1 Job Reference (optional) Nuaders FUstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 14:21:51 2018 1 4x6 ADEQUATE SUPPORT REQUIRED. Scale = 1:20.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdett Ud PLATES GRIP TOLL 20.0 Plate Chip DOL1.25 TC 0.89 Vert(LL) 0.11 3-7 >639 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.14 3-7 >496 180 ' BOLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(TL) -0.01 2 n/a Na BCDL 10.0 Code FBG2014ITP12007 Matdx-AS Weight: 29 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=214/Mechanlcal, 2=139/Mechanical, 3=74/Mechmfcal Max Horz 1=154(LC 12) Max Uplift 1=-60(LC 12), 2=-138(LC 12), 3— 3(LC 12) Max Grav 1=214(LC 17), 2=156(LC 17), 3=105(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15f1; B=451t1 L=24ft; eave=4R; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-12 to 3-0-12, Intedor(1) 3-0-12 to 5-9-12 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) Provide adequate drainage to prevent water ponding. 3) This MISS has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 Ito uplift at joint(s) 1, 3 except 01db) 2=138. 7) This truss design requires that a minimum of 7/16' stmotural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. 8) Graphloal puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Walter P. Finn PE Ne.22839 MiTek USA, Inc. FL Cod 6634 6904 Parke East Blyd. Tampa FL 33610 Date: February 23,2018 ®WARNING-Yedyyde.Ugn yammerers and READ NOTES ON 1l11SANDINCLUDED MWEKREFERANCEPAGEMIb74M . Ideevz015BEFORE USE D2dgn volld for use only Wth MTFek®connectors. ThlsderIgn Is basedonlyupon parameters shovm, and h for on eMMtluai baking component, nor ��- a tnssystem. Before use, the building designer must verify the oppllca ity ofdesign parameters crld popedy Incorporate Ihh design Into the ovemll butIcI gdesign. �acalglWlcated KtopreventbuWli ofbMMtlualtmsswebaruf/orcluxdmemb moNy. Atldlliotgf temporaryand permanent DraGrg :MiTeIC h always reaulred for stability and to prevent collorose with possIble persoral injury and properly damage. For general grklance tegcading the falodcalbn storage, delivery, erection and bracing of fnrsses and tons systems. eeeANSVV I19uafty Criteria, DS849 and scat BuBdingQ rnponenf 6904 Parke East Blvd. Safety INormallon avoilabte from inns Plate Institute, 218 N. Lee Street. SWte 312. Alexandria, VA 22314. Tana, FL 33610 Truss Truss Type Ply F125755 ' T13326685 -PSLP-PIOLUNEK EJ64 MONOPITCH GIRDER 1 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 152017 MITek Industries, Inc. Fri Feb 2314:21:51 20is Page 1 I D:OMGHgVGe6ryE 1 YuEMmJmnYyfZ4F-dyNYf FAhwnPNg4sUVoKdkOkeyhX6K W zf b69LziE6U 2x4 II Scale - 1:23.4 LOADING (psi) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deg L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.17 3-5 >462 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.27 3-5 >287 180 BCLL 0.0 ' Rep Stress Incr NO WU 0.00 Horz(TL) 0.01 3 n/a r✓a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight 31 lb FT=20% LUMBER- BRACING - TOP CHORD 2z4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc patina, BOT CHORD 2x6 SP M 26 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-10-2 oc bracing. REACTIONS. (lb/size) 1=786/0-7-10, 3=918/038 Max Horz 1=172(LC 8) Max Uplift 1=-298(LC 8), 3=451(LC 8) FORCES. (Ib) - Max. Comp./Mam Ten. -All forces 250 (Ib) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.Opsf; h=15ft; B=451t; L=24ft; eave-411; Cat II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This toss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qtdb) 1=298, 3=451. 5) Use Simpson Strong -Tie LUS26 (4-1 Od Girder, 3-1 Od Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-11-12 from the left end to 4-11-12 to connect tmss(es) to front face of bottom chord. 6) Fill all nail holes where hanger is in contact with lumber. 7) 'NAILED' indicates 3-1 Od (0.148°x3°) or 3-12d (0.148'x3.25') toe -nails per NDS guidlines, 8) 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) Standard ' 1) Dead +Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-54, 1-3=-20 Concentrated Loads (lb) Vert: 5=-195(F)6= 473(F) 7=-561IF) Walter P. Finn PE No.22939 Mt ek USA, Ina FL Cod 66U 6904 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 ®WARMNG-Vedly design Pararnetersand REAG NOTES ON THISANGWGLUGEO MMISKREFERANCEPAGEM6Zfn.e. 10A320159EFOREUSE valid for use to connectors. h Upon rtL arW isfor an bu component, rat LW. im ca call O fFM d mt ve ry i Igo Momete de lo tiding dem. Before roe, the bullring pmvmr must ilM o Itre Mdp l %of desgn r chwd a aM prope4y 6lcoryorate tit6 tle9gn into itta overal appl aUl pemlalenl bracing barwagdequif Bracmg indtadto M�A IYI(1ek• revententbucklingor eatelualirasswebaundplartlmemrage.F.generi Iguldencraryald ktewa/srx ewim posffile persoteurr,rdl roP damage. ForgenerandIICSrlcedingC bracing of truss.seertl WeANSVMI QualityalY on stm ge. delivery. eretopreveniacing DSB-89 and BC51 BUOQmg Component m,on Tani Parke East eer, Sure 312, ..ndfla. VA231;riterla, Waifatert b .all . a ailable from Tion. Hot. tr Safety Inlormallon available from rrrm Rate Insatuie, 218 N. Lee Sheet, S41e 312 Alexantl4a. VA 22314. Tanq+a, FL 33610 0 Job Truss Truss Type Oty ply r T13326586 1285755-PSLP-PIOLUNEK EJ65 Monopitch 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 152017 MiTekindustnes, Inc. Fri Feb 23 14:21:622018 3x4 = 2x4 II Scale = 1:22.6 6 614 LOADING (par) SPACING- 2-0-0 CSL DEFL. in (loc) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Ven(LL) 0.11 4-7 >675 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 VeTt(TL) -0.19 4-7 >404 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(TL) 0.00 2 rva n/a BCDL 10.0 Code FBC2014/TP12007 Matfix-AS Weight 27lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 4=234/03-8,2=296/0-7-10 Max Horz 2-213(LC 12) Max Uplift 4=-150(LC 12), 2= 150(LC 12) Max Grav 4=257(LC 17), 2=296(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 3-4= 177/289 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--1.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24tt; eave=4fr,, Cat. II; Exp C; Encl.. GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-5-2 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) This fuss has been designed for a 10.0 pat bottom chord live load nonconcunent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to beadng plate capable of withstanding 100 Ib uplift at joint(s) except Qtdb) 4=150, 2=150. 5) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Welter P. Finn PE No.22839 MTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 ,&WARNING-Verl/y Ees/gnpanametarcandREAD NOTES ON THIS AND INCLUDEDAMFICREFERANCE PAGE MPT4T3rev. 100=015 BEFORE USE Dealgl valkl for use orlyvNh MBeirSconnectorr. TNsdeslgn k based onlyupon parameters snows, and Isfor on lndlvkkal bulding comPor'ent not ��- a truss system. Before use, the buicimg desUner must verify the apritabelly of design porameteniand properly incomovote ttJs deslgn Into the overall bu cingdedgn. WwhgirxiaotedhlopreventWcklirxlofh Mduollmawebard/orchordmembersonly..Addillonaltempom andpermanenlbraGng 'MiTek" halways re"edfor slabllltyand fopreventcollatao,vih poslNeper»nal inlury and propeM damage. ForgeneralgNtloncoregarcIng me 0braation. storage, d.[Nery, erection and bradrxl of imssesand taW 5yslemz seeAN51/TPIl Quality Criteria, DS849 and BCSI Bundling Component 6904 Parke East Blvd. Safety Information avdiabie from Truss Plate InSfiMe. 218 N. Lou Skeet. Sure 312. Alexandra. VA 22314. Tampa, FL 3S610 Job Truss Truss Type Qty Ply r T13326587 1285755-PSLP-PIOLUNEK EJ71 Jack -Open t 1 Job Reference (optional) Builders FirstSource, Foil Piece, FL 34945 3x4 = 8.130 s Sep 152017 MiTek lndushies, Inc. Fd Feb 2314:21:532018 Pagel ID:QMGHgVGe6ryE1 YuEMmJ mnYyfZ4F.ZNd7zLH RDX27uz_TzvXGQ2pS9ycj?OgpQz4CDEzi E6S Scale = 1:22.9 Plate Offsets(XY)— H:0-1-00-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.18 3-6 >475 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.27 3-6 >312 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(TL) -0.01 2 rda We BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 221b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2. REACTIONS. (Ib/size) 1=257/0-7-10, 2=173/Mechanical, 3=84/Mechanical Max Horz 1=1BG(LG 12) Max Uplift 1=-75(LC 12), 2= 170(LC 12) Max Grav 1=257(LC 17). 2=194(LC 17), 3=123(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi-0.18; MW FRS (directional) and C-C Exledor(2) 0-0-0 to 3-0-0, Intedor(1) 3-0-0 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 lost bottom chord live load nonconcument With any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 1 except (1_I1b) 2=170. 6) This buss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 112' gypsum sheetrock be applied directly to the bottom chord. Walter R Finn PE No.22839 fAiTek USA, Inc. FL Cert 6634 69M Parke East Blvd. Tampa FL 33610 Date: February 23,2018 ®WARNING- Vedlydesign pvanelersandREADNOTES ON THIS AND WCLUDED MMEKREF£RANCEPAGEM67473 rev. IsV242015DEFOREUSE Design wbltl for Use oNywith MlFel� cotvieclors.INs design k based oNyupon pmamelers slwvm. and C for m NtllNtluol buAtlirg component, rwl � a ldngsiem.Bettyehg the Meldingtl evetmussverifythe IAduolabnswedesignparametersmx1properlyalcmporaieih6 designintotheoverall tx Atldillorgl lempwarymtl permarrent Mach deW Brachglnitya dhtevetcoll cklingoflntllvitlualhusswebmxl/orcoperty na :M�Tek• cipe.Ny. cry prbpedydamage. Forgen9 balways regWrage. stabniw, teas systems, and Sdanceregardingme reclopreventocing ofjnxsposs JnesrsomllaseeM QualityVAM Criteria, D5B-99 and BC516u6dln9 Component delivery, erection mM Macing 6e04 Parke Ees1 Blvd. . Nexo1APl1 Solely Inlormallon available M1om Truss Plate Insiliule. 218 N. Lee Sheet. SNfe 312. AlexmW4a, VA22314. Smelt Informationa . 18 N. Lee s Tama, FL 33610 Job Truss Truss Type Cry Ply ' T13326588 1285755-PSLP-PIOLUNEK E,181 Jack -Open Girder 2 1 Job Reference o 8onal Builders FirstSource, LOADING (pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 1421:55 2018 Page 1 ID:CMGHgVGe6ryE 1 YuEM mJmnYyIZ4F-V mlu01 Jhlgl r7G8r5KakVTuwlmEdTwx6tHZJ16zi E60 -i-0-0 1-0-0 2-40 6-4-0 1-0-0 1-0.0 1-4-0 4-0-0 LUMBER - TOP CHORD 2x4 SP No.2 GOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 Bile SPACING- 2-0-0 Plate GOP DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014ITP12007 IsfM r3SiVAd w CSI. DEFL. in (loc) 1/dell Ud PLATES GRIP TO 0.28 Vert(L-) 0.18 6-7 >420 240 MT20 2441190 BC 0.89 Vert(TL) -0.34 6-7 >222 180 WB 0.02 HOrz(TL) -0.08 5 No Na Matrix -MP Weight 231b FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid Gelling directly applied orb-0-0 oc bracing. REACTIONS. (lb/size) 5=106/Mechanir 1, 2=291/0-7-10, 6=1221Mechanical Max Horz 2=173(LC 32) Max Uplift 5= 115(LC 8), 2=-174(LC 8), 6=-17(LC 8) Max Grav 5=120(LC 13), 2=308(LC 36), 6=142(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 3-8_ 308/196 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph.(3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave--lf ; Cat. 11; Exp C; Encl.. GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift at Joint(s) 6 except (tdb) 5=115, 2=174. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1601b down and 531b up at 1-0-0 on top chord, and 33lb down and 12 lb up at 1-" on bottom chord. The des indselection 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) Standard 1) bead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-4= 54, 4-5=-54, 6-9=-20 Concentrated Loads (Ib) Vert: 8=-1(B) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 A WARMNG-VedrydeNenpan..Wns and READ NOTES ON TN/SANDWCLUDED MREKREFERANCEPAGEMf1-74T1rev. IGUY2015BEFOREUSE valid for use only v01n Milled) connectors. TWdeslgr Bbasei odyupon parameters stsown, and is form individual W9dlrg component, not �■( IMFDesign atrusssystem.Seforeuse,th WidWdeslgnermmtvedytn OPWWlca tyofdesignparametemmdpo dytr or mtei deslgnlntolheoverall bardingdedren. �acing lrxilcated is to prevent Wckllrg oflMNWual toss web and/or etwrtl members oNy. Atlditional temporary antl pemranenlbradrg _ .-MiTek Is always mguIred for stubby mc! to Prevent collapse With possible personal MM and property damage. For general guidance regarding the fabrlcatbn. storage, deilvew. erection and bradng of trusses and truss systems, seeANSI/TPft Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safely Information ovdIaNe from Truss Plate Institute. 218 N. Lee Sheet, sure 312. Nexardtla. VA MI4. Tampa, FL 33610 Job Truss Truss Type dry ply ' T13326589 1285755-PSLP-PIOLUNEK G01 Common t 1 Job Reference (optional) bullaers I-i sisOurce, 1­0111'Iece, 1-1. 34e4b 8.130 s Sep 15 2017 My I ek Industries, Inc. Fri Feb 23 14:21:56 2018 Page 1 ID:QMGHgVGe6ryE1YuEMmJmnYyIZ4F-zy[GcNJJW SQilOj2el5zlgR2o9iHCNiF6x)sgZziE6P -1-0-0 4-6-0 9-0-0 140.0 1-0-0 4-6-0 4-6-0 1-0-0 I 3x4 = 4x6 = 3x4 = Scale = 1:20.2 Io 4� Quo LOADING (pat) SPACING- 2-0-0 CSI. DEFL in (loc) Wall Ud PLATES GRIP TOLL 20.0 Plate Gnp DOL 1.25 TC 0.45 Vett(LL) 0.05 6-12 >999 240 - MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vett(TL) 0.04 6-12 >999 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) -0.01 4 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matnx-AS Weight: 35 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 ROT CHORD Rigid ceiling directly applied. WEBS2x4 SP No.2 REACTIONS. (lb/size) 2=387/0-7-10, 4=387/0-7-10 Max Hoa 2=102(LC 11) Max Uplift 2=-406(LC 12), 4=-406(LC 12) FORCES. (Ib) - Max. Comp./Max- Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 440/882, 3-4---440/882 BOT CHORD 2-6=-635/34a 4-5=-635/348 WEBS 3-6=497/206 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=42psf; BCDL=5.Opsf; h=15ft; B=4511; L=24ft; eave=oft; Cat II; Exp C; Encl., GCpi-0.18; MWFRS (directional) and C-C Exledor(2) -1-0-0 to 2-0-0, Interior(l) 2-0-0 to 4.6-0, Eldedor(2) 4-6-0 to 7.6-0 zone; cantilever left and fight exposed ; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 - 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 [all by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of Imes to bearing plate capable of withstanding 1001b uplift at joint(s) except (tab) 2=406,4=406. 6) This muss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Walter P. Finn PE No.22839 IAiTek UK Inc FL Can 6634 6904Patke East Blvd. Tampa FL 33610 Date: February 23,2018 AWARNING. VerydaslgnparametersantlREAONOTESONT ANDPlcLUDEDM KNEFERANGEPAGEMD747 mr MAM420159EFOREUSE Design valldfor umorrywfly Mliekaecorutectors. INsdefign Bbasetl oNyupon parameters stwwn. and is for onhMldtlual not Wadltg componenf� mess a system. Before use, the bWk➢ng designer must rs verify the appllCabalty of deslgrt parameteand properly Ncorcorate IIffi d i Wiltling design. ixactlg Indicated! is to prevent Welding of individual trussweb antl/or chord members offy. AdtllBoncl temporary and peimonent bracirxa -M!Tek* 6alwaysrequlred for stoballyaldto preveatcollcpsewllhpossbleperseed"uryaWpropertydomage. For general guWance regardlxl the fabicatbn storage. delNery, erecibn and braciW of Inrsses antl trusssystemz seeANSi/1PIl Quaaty CLtetla, GSB-B9 Gr BCSI Building component 6904 Parke East Blvd. Safety Informallon ovallable from Truss Pate Institute. 218 N. Lee Sheaf. Suite 312, Alexantl4a, VA22314. Tempe, FL 33610 Job Truss Truss Type Oty ply • T13326590 1285755-PSLP-PIOLUNEK G02 HIP GIRDER 1 1 Job Reference (optional) Builders FirslSource, Fort Piece, FL 34945 8.130 s Sao 15 2017 MiTek Industries. Inc. Fri Feb 23 14:21:57 2018 Special 46 = Scale = 1:20.5 Special NAILED 416 = 15 4 to Special Specal 2r4 = LOADING (pso SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 TOOL 7.0 Lumber DOL 1.25 BC 0.18 BCLL 0.0 ' Rep Stress [nor NO WB 0.03 BCDL 10.0 Code FBC2014/TP]2007 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 ' BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 2=457/0-7-10, 5=457/0-7-10 Max Harz 2= 74(LC 6) Max Uplift 2=-509(LC 8). 5=-509(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (I s) or less except when shown. TOP CHORD 2-3-650/693, 3-4— 561/658, 4-5=-650/693 BOT CHORD 2-8= 6011551, 7-8= 610/561, 5-7=-600/551 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.03 7-8 >999 240 MT20 2441190 Vert(TL) -0.02 7-8 >999 180 Hoa(TL) -0.01 5 Na n/a Weight: 35 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 7-6-5 as bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft L=24ft; eave=411; Cat. 11; E>in Q Encl., GCpi-0.18; MW FRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This muss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=1b) 2=509, 5=509. 7) "NAILED" Indicates 3-10d (0.148°x3•) or3-12d (0.148•x3.25') loe-nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 to down and 210 to up at 3-0-0, and 2001to down and 210 lb up at 6-0-0 on top chord, and 49 lb down and 441la up at 3-0-0, and 49 lb down and 441b up at 5-11-4 on bottom chord. The design/selection of such connection devices) 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) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-4=-54, 4-6= 54, 9-12= 20 Concentrated Loads(Ib) - Veit 3— 24(F) 4=-24(F) 8=-33(1`) 7= 33(F) 15= 11(F) 16= 15(F) Welter P. Finn PE No.22839 Mirek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 Q WARNNG-V fydeel9Rpammereraa0d RE DNOTESONTMSANDINGLUDEDa KREFERANLEPAGEM74n... 1WA'4RG15BEFORE USE vdld for use only WM MRex®conneciors. lNs design is based oNyupon parameters shown. antl 5for on IntlNidual Watling component, not fat s a trusystem. Before use, fhe Widing designer must ve4fy the applicability Of desgn parameters and! properly c erly lroiporale m1adeagn Into the overall Wlltlhgdeslgn. WacMglntllcatedlstoprevent WCMlWoffn wUwl webard/ordh dmembersoNy. AdNYorwl temporary antl peimonent bracing Mirek• balwaysrequaetl for stoontyand topreventcollapsewilhpos9xepeconal aVu<v and properlyd®Wage. forgenemlgakka regardingthe fabdcotWn. storage, delivery, erection antl boating of truseeand imssystems. WeANSVMII Ouailty Cdteda, OSB49 and Bar BUBEing Component 6904 Pade East BNd. salary INormation avallaWe Kom T. Plate Institute. 218 N. Lee street SDe 312. Alexandra. VA 22314. Tanpla, FL 33610 Job Tmss Truss Type r Qty Ply ' T13326591 1 8857-15-PSLP-PIOLUNEK H)2 Diagonal Hip Girder 2 1 Job Reference (opfonah Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 14:21:572018 Page 1 ID:QMGHgVGe6ryE1 YuEMmJmnYyfZ4F-SBsepjKxHmYYNalECIcCau_ENZ60cgpPLb2QM?zi E60 -1-5-0 1-4-4 150 14-4 Scale = 1:6.9 3x6 = Plate Offsets(X,Y)— f2:0-6-9,0-0-51 LOADING (par) SPACING- 2-0-0 CSI. DEFL in (loci Mail Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.40 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr NO W B 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Malfix-MP Weight: 7lb FT=20! LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (RI/size) 3=10/Mechaniral, 2=166/0-10-7, 4=-1/Mechanical Max Horz 2=66(LC 12) Max Uplift 3=-6(LC 9), 2=-183(LC 12), 4=-i(LC 1) Max Grant 3=13(LC 17), 2=166(LC 1), 4=26(LC 12) FORCES. (lb) - Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown- BRACING - TOP CHORD Structural wood sheathing directly applied or 1-4-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=1.2pst, BCDL=5.Opsf; h=15ft; B=45ft, L=24ft; eave=4ft; Cat. 11; E1¢n C; Encl., GCpi=0.18; MW FRS (directional) and C-C Comer(3) zone; cantileverleft and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on thebottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to muss connections. 5) Provide mechanical connection (by others) of Tmss to bearing plate capable of withstanding 100 lb uplift at jolm(s) 3, 4 except (jtdb) 2=183. Wellar P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 B904 Parke East Blvd. Tampa FL 33810 Date: February 23,2018 A WARNING -Verily Casignparandomand READ NOTES ONTNISANONCLUOEDWEKREFERANCEPAGEM674l3rev. 10032016BEFORE USE. D slgr vOld for use only Wfin MDeMconnectors. 11rsde9gr is bmod oNyupon parameters shown. and 8 for on Wiviclual Evading component not a Mm, system. Before use. the buad r-O designer must verify the aW1oabally of dedgn parameters and properly incomorate ih5 design Into the overall buldugdesign. Btwhglndk to istopreventWcNlWofWMdualDus bard/orclwdmemb mrs y. Atldlionaltemporaryaldpennanenttxoa'ng MiTek* holways required for stobaityand to prevent collapse Win pos a penoiwl ft*" and property damage. rar general guitlaae regardirg ine fabrk:alion storage, delNery, erection and bracing of taxes and hus systems, seeANSI/iPll Quality Cdleda, DSB49 and BCSI Bunding Componenl 6904 Parke East Blvd. Safety Information oval from Tacs Rate Institute. 218 N. Lee Street. gate 31%AleXQWda. VA22314. Tersga. FL 33610 Job Truss Truss Type Oty Ply 1 T13326592 1285755-PSLP-PIOLUNEK HJ3 Diagonal Hip Girder 2 1 Job Reference (opt onap i Builders FirstSource, Fort Piece, FL 34945 2x4 = 8.130 s Sep 162017 MiTek Industries, Inc. Fri Feb 2314:21:582018 Pagel 'uEMmJmnYyfZ4F-wK0002LZ24gP_ksQmS7R75W S2zQtgH3YaFonRziEeN Io Scale: 1'=P 4-M LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Cup DOL 1.25 TO 0,21 Vert(L-) 0.03 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Ven(TL) , -0.03 4-7 >999 180 BCLL 0.0 Rep Stress Incr NO W B 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FB02014fTP12007 Mamx-MP Weight: 15 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc pur ins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=90/Mechanical, 2=237/0-10-7, 4=47/Mechanical Max Horz 2=119(LC 21) Max Uplift 3=-88(LC 8), 2_ 261(LC 8). 4--60(LC 5) Max Grav 3=94(LC 25), 2=237(LC 1), 4=72(LC 3) FORCES. (lb) - Max. CompJMa Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsh, h=15ft; B--15ft; L=24ft; eave=4ft, Cat. II; Exo C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate. grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide wit fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3, 4 except Qt=1b) 2=261. 6) "NAILED' indicates 3-1 Did (0.148'x3') or2-12d (0. 1 48'x3.25') toe -nails per NDS guidiines. 7) 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) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-3=-54, 4-5=-20 Concentrated. Loads (Ib) Vert: 9=7(Fs1, B=4) Walter P. Finn PE No.22839 MiTek USA, Ina FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 ®WARNING- Vert/ydesignparameteraand READ NOTES ON THISANOINCLUOEO MITEKREFERANCE PAGEMA747Jrev. 1U/OJ/t015BEFOREUSE Design vald for use only with MITek®connectors. lhis design h baud oNyupon parametersshown, and is for an I cleldual Wleing component, not a Innssyslem. Before use. the baling desgner must verify the app icanal lyof dea9n poramete acrid properly Incorporate ItasdesIgn Into Me overall bnlldingdeslgn. Drwhglndicatedhtorxevent WC ingofh Mdualinaswebmrd/orctardmemb mrs y. Atldltlawl temporaryontl permanent bracing MiTel' kalways required for stablllyand to prevent collapse with Posffisle personal Inlay and property damage. forgeneralgadancesegandup he fabrication, storage, dervery, erection anti bracing of (tosses and Ius system; seeANSU1P11 9uanly Critetlo, DS11-89 and SCSI funding Component 6904 Parke East Blvd. Safety Information avalable from Truss, Nate Institute. 218 N. Lee Street. sure 312-Alexaadria. VA 22314, Tampa, FL 33610 Job Truss Truss Type n Qty Ply ' T13326593 1285755-PSLP-PIOLUNEK HJ5 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) 6Uliders FirstSource, FOn Piece, FL 34945 3x4 = BA30 s Sep 152017 MiTek Industries, Inc. Fri Feb 23 14:21:59 2018 Page 1 ID:QMGHgV Ge6tyE1 YuEMmJmnYyfZ4F-OX_P EOM BpNoGcuRd KAegfJ3VnNhZPkJiovXXRuziE6M LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/de0 Ud TOLL 20.0 Plate Grip DOL 1.25 TO 0.73 Vert(LL) 0.14 4-7 >614 240 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Ven(TL) -0.29 4-7 >289 180 BCLL 0.0 ' Rep Stress Incr NO WE 0.00 Horz(TL) 0.01 2 n/a in/at BCDL 10.0 Code FBC2014/TP12007 Matrix -MP LUMBER - TOP CHORD 2x4 SIP No.2 ROT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=165/Mechanical, 2=342/0-10-7, 4=93/Memanical Max Horz 2=173(LC 8) Max Uplift 3= 141(LC 8), 2= 215(LC 8) Max Grav 3=165(LC 1), 2=342(LC.1), 4=126(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 fib) or less except when shown. Scale=1:16.8 PLATES GRIP MT20 244/190 Weight: 24 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; li 5ft; 3=45ft; L=24ft; eave=4111 Cat. IC Exp C; Encl.. GCpi=0.18; MW FRS (directional); cantilever left and right ea¢losed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 It, uplift at joint(s) except Qtdb) 3=141, 2=215. 6) 'NAILED' indicates 3-1 Od (0.148'x3') or2-12d (0.148'x3.25') toe -nails per NDS guidlines. 7) 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) Standard 1) Dead+ Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 13=-54, 4-5=-20 Concentrated Loads fib) Vert: 9= 2(F= 1, B= 1) 10=7(F11, 6=4). 11= 16(F=-B, B= 8) Welter P. Finn PE No.22639 MiTek USA, Inc. FL Ced 6634 6904Parke East Blvd. Tampa FL 33610 Date: February 23,2018 A& WARNWG-VMfydwignpammforsand READNOTESONTN ANDWCLUDEDA KREFEMNCEPAGENR74Mmr R 2015aEFORE USE Deslgn valid for use odyWh MiTek® connectors. lNsdedgr k based onlyupm parameters stavm, and h form Indio ual building component not .I=system.Beforeuse, Utebulding designer mfotvedfy themWimbNry of design parameters arW prope4Y lncoiporate thodedgn Into the overall bldalg desgn. Brachg Bdcated isto Prevent blcklkg of lydiAdU0l Uussweb and/or chord members only. Additional temporary and permanent braclrs, {��L MiTek kalways required for stabillyand to prevent collapse with possible peisord injury and prow"damage. For generalgNdmce reggrllr>e the fablmfion, stomge, delNeW. erectim and brmexl of tmsses and huts SyefeMi we SI/IPII auaary Cdleda, DSB-99 and BCSI BUBding Component 6804 Parke East BNd. Sofely Infotmallon avallabie from T. Rate rtuxlute. 218 N. Lee Street. Sdte 312, Alexarodo. VA 22314. Tarrya, FL 33610 Job Truss Truss Type Oty Ply F T73326594 1285755-PSLP-PIOLUNEK HJ6 DIAGONAL HIP GIRDER 1 1 Job Reference otional Builders Flrs1bource, Fort Piece, FL 34945 8.130 s Sep 152017 MITek Industries, Inc. Fri Feb 2314:22:00 2018 lb — n 5 2x4 = NAILED NAILED NAILED 3x4 = NAILED Scale = 1:21.1 4-4-1 3-10-14 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.01 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 125 BC 0.33 Vert(TL) -0.04 6-7 >999 180 BCLL 0.0 ' Rep Stress [net NO W B 0.18 Horz(TL) 0.01 6 We n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 351b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Stmclural wood sheathing directly applied or 6-0-0 oc pullins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on bracing. WEBS 2x4 SP No.2 REACTIONS. (I ilsize) 4=147/Mechanical, 2=408/0-10-7, 6=305/Mechanical Max Horz 2=196(LC 8) Max Uplift 4=-153(LC 8). 2= 243(LC 8), 6= 90(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250lb) or less except when shown. TOP CHORD 2-3= 591/189 BOT CHORD 2-7-281/541, 6-7=-281/541 WEBS 3-6-586/305 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDLd.Opsf; h=15ft; B=45it; L=24ft; eave=4fp Cat. II; Exp C; Encl., GCpi=D.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 fast bottom chord live load nonconcurrent with any other live loads. 3) `This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 Ib uplift at joint(s) 6 except at --lb) 4=153, 2=243. 6)'NAILED" indicates 3-1 Od (0.148'x3') or 2-12d (0.148'x3.25") toe -nails per NOS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the miss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 7=-16(F=-8, B=-8) 3=-2(F=-1, 13 -1) 12= 99(F=-49, 8=49) 13=7(F=4, B=4) 14=-67(F=34, B=-34) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 A WARN4VG-Ved1ydeal9eparame1era3nd READ NOTES ON TMSANDINCLUDEDa KREFERANCEPAGEI 74nmre 100atia f5BEFORE USE Design fined for use oNywim MiTek®connectors. ThhdeslDn btXledaNyaPan fxvameters shown. arM hfor an khdMdhxll buldirgcomponenthel a truss system. Before use, the burring designer must vedly the OPpllcabilty of design parameters aixl properly 6lcanwrate thkdeslgn Into the overall huircigdeegn. Brackglndicatedlslopreventbucklirg OfIWMdualfrussweba /orctwrdmemb mMy. AddillwtmtemporaryandpennmlentmmiO -MITew Is always required for stability and to prevent collapse with Po a personal Wury chat property damage. For general guidance regwdlW the labrlaatten. storage, delivery. election and bracing of imses and miss systems soeAtISUM!I Quality CAfeda, DSB-E9 and SCSI Buildlag component 6904 Parke Easr BNd. Safety Information available from Truss Rate Institute. 218 N. Lee sheet, suite 312. AleXOncli e. VA 22314. Temp., FL 33510 Job Truss Truss Type Oty Ply r ' T13326595 1285755-PSLP-PIOLUNEK HJ7 DIAGONAL HIP GIRDER 4 1 Job Reference (optional) Builders Hrstsource, FOIi Piece, FL 34945 8.130 a Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 14:22:01 2018 Page 1 I D:OMGHgVGe6ryE1 YuEMmJmnYyfZ4F-Kv6gf4NSK?2_rBb?RagekkewvAOYtZJ_GDOdVmziE6K Scale = 1:22.2 2x4= 5 NAILED NAILED NAILED 3x4 = 5-1-9 4-e-e LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.03 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.07 6-7 >999 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.35 Horz(TL) 0.01 6 Na n/a BCDL 10.0 Code FBC2014TFP12007 . Malrix-MS Weight: 42 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-11 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (Ito/size) 4=125/Mechanica1, 2=485/0-10-7, 6=346/Mechanlcal Max Herz 2=226(LC 8) Max Uplift 4= 127(LC 8), 2= 273(LC 8). 6= 129(LC 8) Max Grav 4=125(LC 1), 2=504(LC 25), 6=363(LC 25) FORCES. (lb) - Max. Comp./Max. Ten. -AU forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-8581265 BOT CHORD 2-7=-377t753, 6-7-3771753 WEBS , I 3-7=0/269,3-6=-813(406 NOTES- 1) Wind: ASCE 7-10, VuU=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=1511; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=O.l8; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss Is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. N/A Typical. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcumant with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=127, 2=273, 6=129. 7) 'NAILED' indicates 3-1Od (0.148'x3') or 2-12d (0.148'x3.25°) toe -nails per NDS guidlines. 8) 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) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4-54, 5-8=-20 Concentrated Loads (lb) Vert: 12=-2(F=-1, B= 1) 13-82(1== 41, B-41) 14=7(F=4, B=4) 15=-16(F=-8, B= 8) 16=-63(F=-31, B=-31) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cad 6634 6904 Padre East Blvd. Tampa FL 33610 Date: February 23,2018 A WARNWG-wAydeatgeparameh,...GNEADNOTES ON TUAANDINCLUDWM?EKF£FEKANCEPAGEMA74n3r 1047Y10I5DEFORE USE Deslgn valld for use only W h MiTek® connectors. lNsdedgn k bccetl ortyupon Parameters showm and efor an htliAdual bustling component not ��- a hnas system. Bettye use, the building desirmer must vedy the aPPllcabllly of desgn parameters arW properly incorporate cn adeUgn Into the overall btdidirgdeslgn. Bracknglndk tedistoPrevent bucidigoflntlMdualtrussweband/or chord members only. Atldiliornaltemporaryandpelmarentbracing Mew Is always required for stabrity aM to prevent collapse Wth pcs9ole personal injury and properrydaroge. For general guidance regaalrg the fabllcallom storage, dellvery. erection and brodng of 0usses and Para systems seeANSVIPH Quarry Cdle4a, DSB49 and BCSI Building Component 6904 Parke Sea 81,ni. Safely Information available from muse Rate couture. 218 N. Lee Street. sale 312. Alexandra. VA22314. Temp., FL 33610 Job Truss Truss Type r Oty Ply ' T13326596 LbR.I.rence(optional) 1285755-PSLP-PIOLUNEK Vol Valley 2 1 BUIIOers Flrst6ource, Fan Mace, FL 3494b 13.150 6 Jep lb ZU1I MI I eK InaUSIrIeS, Inc. Fri FeD 23 14:22:U1 ZUl6 rage 1 I D:OMGHgVGe6ryE 1 YuEMmJmnYyIZ4F.Kv69f4NSK?2_rBb?Rag8kkegTAPW tep_GDOdVmziE6K 2xa II 2 3 2x4 2x4 II Scale = 1:18.4 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Wall Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) n/a - n1a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(TL) n/a - n1a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n1a We BCDL 10.0 Code FBC2014/TP12007 Matnx-P Weight: 21 Ito FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOTCHORD REACTIONS. (lb/size) 1=193/5-11-8, 3=19815-11-8 Max Horz 1=140(LC 12) Max Uplift 1= 57(LC 12), 3=-127(LC 12) Max: Grav 1=194(LC 17), 3=212(LC 17) FORCES. (lb) - Max. Comp- Max. Ten. -All forces 250 (to) or less except when shown. TOP CHORD 2-3_ 1601315 Structural wood sheathing directly applied or 6-0-0 oc pur ins, except end verticals. Rigid ceiling directly applied ori60-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--1.2psf; BCDL=5.Opsf,, h=15ft; 8=4511; L=240; eave=4ft; Cat. II; Exp C; Encl., GCp1=0.18; MW FRS (directional) and C-C Exterior(2) 0-7-9 to 3-7-9, Intenor(1) 3-7-9 to 5-10-4 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) ' This buss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide WI] fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to beefing plate capable of withstanding 100 Ib uplift at joint(s) 1 except Qt=lb) 3=127. WalterP. Finn PE No.22839 MITek USA, Inc FL Carl 6634 6904Parke East Blvd. Tampa FL 33610 Date: February 23,2018 AWARNWO-VedlydesfgaparamefersendREADMOMS ONMIS ANOWCLUDEDMEKREFERANCEPAGEOI74"..IGM2015BEFOREUSE cesign veld for use only with Iv9Tek0conrleclors. INadesign h based onlyupon pmameters shown, mcl Is form hdivkkrcl buikiry component. not a Buss system. Before use, the bflding designer must venfy the amlicabelly of design parameters oMa properly Incorporate fhb design Into the overall bNantacovgn. Wa glndlcatedhfopreventWcklingofltdlvltluoitnlswebond/oret rdmemb mWy. Addlt mitemporarymdpe mentbraGng WiT91 C baWaysregaredfor stabaiWantl to preventcollapse MIhposAxe personal lnMey and propedytlamme. For genera guWasce regarang the fabicallom storage. delivery, erection orxl brac0lg of buses and tamsvefems, ceeANSUIPII Guany Cdtbda, DS8-89 and SCSI Building Component 69" Parke East BW. Safety Informallon avalabl. Bom 1. Rate Im1iMe. 218 N. Lee Street. Site 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Ory Ply ' T73326597 1285755-PSLP-PIOLUNEK V02 Valley 2 1 Job Reference (optional) uuaGers VlrMoume, Von Mace, I-L'34e4b 8.130 s 5ep 15 2017 MITek Industries, Inc. Fn Feb 2314:22:022018 Pagel Scale = 1:12.8 2x4 i 2x4 II LOADING (pst) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 TCDL 7.0 Lumber DOL 1.25 BC 0.12 SCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/TPI2007 Matdx-P 2 3 DEFL. in (too) Ndefl Ud PLATES GRIP Ved(LL) n/a - n1a 999 MT20 244/190 Verl(fL) We - We 999 Hoa(TL) 0.00 rda n/a Weight: 14 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 20 SP No.2 BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=119/3-11-8, 3=119/3-11-8 Max Horz 1=87(LC 12) Max Uplift 1=35(LC 12), 3=-79(LC 12) Max Grav 1=120(LC 17), 3=131(LC 17) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psp BCDL=5.Opsf; h=15N; B=45N; L=24f ; eave--ltt; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 3. Walter P. Finn PE No.22839 MiTek USA, Inc FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 ®WARNWG-Vedfydeslgnpamm.I..dRMDNOTESON7 MDWLLUDEDM KHEFERANCEPAGEM 74M . f=201SSEFOREUSE OeslOn volltl for use oNywlih Mnelr® connectors.7Nstledgt k basetl oNyuparl paametersshown, arW 6 for on trWMtlud W6tlat9 component.ver Oildingdem. mustvery rtnolMduiaannswebcnd/rchord ersamtlprorgy. Ncll oflte theoveral pamrycvalpsdedgninto "Ichicbtedtl t lxevter btNtlNDtleW am" a bracin0 nt CucMlWlhpos Mge inmwebantl/orcope0ye Atldnlorguklmc cns ��L :1y'�Tek• (n st tAJty We.Ny. rm adlpermanent tRtevent lhpoaRrieeasoems.rvyontlgP11 bolwaylon.st ralre. domaDe.ror9eneral9�ceftta lobo v nlcding tlel tomes entl rre shams s. QualityGat9rhe fobdc stora0 ellmryere ofl u Cdleda, DSB-69 aM BCSI BuiNing Component arxfila Porn East a Ierm Tnzaantl Man . t Aox VA 223 Solely Inlormallon ovoaode aom Trim Bute W11Me. 219 N. Lee street. Sale 312 Alexpntlro. VA 22314. Infor o Taml Terrpa, FL 33610 0 Job Truss Truss Type r Oty Ply " T13326588 1285755-PSLP-PIOLUNEK V03 Valley 2 1 Job Reference (optional) Builders Flrst5ourCe, Fort Piece, FL 34945 2x4 c 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 14:22:02 2018 Page 1 I D:OMGHgVGe6ryE1 YuEMmJmnYyfZ4F-o6gXsQO451ArTLAC?ICNHxhBoagtc528UtmB2CziE6J Smile = 1:7.8 Plate Offsets KY)-- 12:0-1-15,G-"1, 12:0-8-9,0-1-41. 13:0-1-9,0-a131 LOADING (pso SPACING- 2-0-0 CSI. DEFL, in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) rda - n/a 999 NIT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 HOrz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matfix-P Weight: 6lb FT=20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOTCHORD REACTIONS. Qbfsize) 1=45/1-11-8, 3=45/1-11-8 Max Horz 1=33(LC 12) Max Uplift 1= 13(LC 12), 3= 30(LC 12) Max Grav 1=45(LC 17), 3=50(LC 17) FORCES. fib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown Structural wood sheathing directly applied or 2-0-0 oc purllns, except end Verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCOL=5.Opsf; h=151t; B=451t; L=24It; eave=4R; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL^7.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconwrrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3fr0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1, 3. Welter P. Finn PE No.22839 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 O WARNING -Vedlydesigapar .hvs enCREAON0TES ON T ANOWCLUDEbA KREFEUNCE➢AGEMR74TJmv. 1001101SREFORE USE Design wild for use oni Mllely& connectom this design 5 based onryupon parameters shown, and Is for as InrJlNtlud bu9dn, component net a tms system. Before use, the MdW designer must vent' the applcpWiry ofdestgn porameters and pmfly incorporate ans design Into the overall bWdngdeslgn. WachgIndicatetlistoprevent bucklhgoflndlvklualimssweband/or chord members only. Addaondtemporalyandpermanambrocag py MiTek' bdwawrecMredfmstabiliryandtopreventcala vAthposshlepersaollnlury proMdydmnWe. Fa general gJtlaoe regordng me fatNlcalbn storage, tlelivery, erection and braclnp of Imsesantl mas systems seeAN51/IPII Oaa6ry Criteria, DSB-S9 arH BCSI &snding Component 6904 Parke East Blvd. safety Information mosaics Oom irus Rate aWllute. 216 N. Lee Sheet. Slle 31%Alexandda. VA 22314. Tanya, FL 33610 Job Truss Truss Type any Ply ' 7, T73326599 1285755-PSLP-PIOLUNEK VO4 Valley 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 14:22:03 2018 Page 1 ID:OMGHgVGe6ryE1YuEMmJmnYyIZ4F-GIDv4mPiscli6VIOZ?jcggEGO_BVLYRHjW VkafziE61 4-5-0 8-10-0 9-11-0 1-1-0 4-50 450 110 4x6 = 7 62a4 3x6 11 3x4 =11 Scale = 125.8 e-10-o LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.02 5 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(TL) 0.03 5 rVr 120 BCLL 0.0 ' Rep Stress [nor YES WB 0.06 Horz(TL) -0.00 6 rda n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight: 47lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD DOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOTCHORD OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 8=223/8-10-0, 6=223/8-10-0, 7=318/8-10-0 Max Horz 8= 199(LC 10) Mate Uplift 8— 259(LC 12), 6= 259(LC 12), 7=26(LC 9) Max Grav 8=223(LC 21), 6=249(LC 18), 7=374(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-8= 191/447, 4-6— 2171394 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUII=150mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.Opsf; h=1511; B--4511; L=24f1; eave=4f1; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C EMenor(2) -1-1-0 to 1-11-0, Interior(1)1-11-0 to 4-5-0, Exledor(2) 430 to 7-5-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord beading. 4) This truss has been designed for a 10.0 pot bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at jolnt(s) 7 except gt=lb) 8=259, 6=L59. Walter P. Finn PE No.22839 kL7ek USA, I=FL Celt 6634 GM Parke East Blvd. Tampa FL 33610 Date: February 23,2018 QWARNING-vemyeesignparsr lersandlf ADMOTES ON THISANO/NCLUOEDA KREFERANCEPAGEA%7413rev. 1411040159EFORE USE Design valid for use oNywlm MireMconneclors. deedeslgn 5basedoNyupon prvametersshown.antl is for an r4vk Wl budding component not a hussystem. Before use, the beldlig deslgrier mull verity IW applicabailyof desgn palamefers antl properly incomorate this design into the overall buadingdeslgn. DrmhglsM tedhtopreventWcMlWoflMlvldualinrsswebmd/orchordmemb moNy. AddllionaltemporayandpermanenibacltU MiTekc Is always required for sta pity and to prevent collapse wpm posbie personal hpay and{xoperty damage. For general gWdance regardirxl the fabdcotbn, storage, delivery, ereclion and bacing of trusses and truss systems sesAN51/IPII Quality Cdteda, DSB49 a scan Banding Component 69M Parke Eosl Blvd. Safely Information avaaable from Trues Rafe Institute. 218 N. Lee Street, Salta 31Z NexarMda. VA22314. Tanya. FL 33610 Job Truss Truss Type Cry Ply ' T13326600 1285755-PSLP-PIOLUNEK V05 Valley 7I 1 1 Job Reference a tional Hullaers I-Immoume, rorr rleae, rL J4e40 u.1Jusbeplb ZulfmlleKmausines,lnc. rureDZJ14:LL:U4Zutd Us = 4 Soale = 1:20.8 8 3x8 II 214 II 3x8 II LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Udell Ud TCLL 20.0 Plate Grp DOL 1.25 TO 0.38 Vert(LL) 0.01 7 n/r 120 TOOL 7.0 Lumber DOL 1.25 BC 0.21 Vert(TL) 0.01 7 Wr 120 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) -0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Malrx-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-5-9, Right 20 SP No.2 2-5-9 REACTIONS. (Ib/size) 2=388/8-10-0, 6=388/8-10-0, 8= 5/8-10-0 Max Horz 2= 102(LC 10) Max Uplift 2=-373(LC 12), 6=-373(LC 12), 8=-5(LC 1) Max Grav 2=388(LC 1), 6=388(LC 1). 8=276(LC 12) FORCES. (Ib) - Max. Comp./Max Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 241= 427/679, 4.6---428/679 BOT CHORD 2-8=-4291297, 6-8= 429/297 WEBS 4-8= 3691209 PLATES GRIP MT20 244/190 Weight: 43lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOTCHORO Rigid ceiling directly applied or 9-0-8 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--4.2psf; BCDL=5.OpsF h=15it; B=45ft; L=2411; eave=AI; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C F)deror(2) -1-1-0 to 1-11-0, Interor(1) 1-11-0 to 4-5-0. Extedor(2) 4-5-0 to 7-5-0 zone; cantilever left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.0psi on the bottom chord in all areas where a rectangle 3-8-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except Ot-ib) 2=373, 6=373. Walterla. Finn PE No.22839 tdTek USA, Inc. FL Cart 6634 6904Parke East Blvd. Tampa FL 33610 Date: February 23,2018 Q WARNING. VeMyAeaignpa vrars end BEADNOTES ON THiSAND INCLUDED M7rEKFEFERAN6EPAGEMW4Mroc 1¢T 15BEFORE USE Design vdU for use onlyvvIM Mifel connectors. Mdeggn Is based onlyupon parameters shown. and Isfor an hdMWd balding component,not a mum system. Before use, the Hiking designer must verity tine appacablliy of design parametersard properly hoc porate hkdesgn Into the overall Wildingdesign. aachg indicated is to prevent bucldhg ofhdvidud tr=vmb and/or chord members oNy. Acklllorwitemporaryandpermarentbraclrg .,:MiTel( BdwaysreWredforstalAitymdtorweventcNlop Wthpo lepemorahMl'ardpropedydamage•For general gUtlance regamng me fabrication,storage. doWery, erection anal bracing of iruses and M= syslemz seeANSVTPII Qualify Criteria, OSB-d9 and BCSI Building Component 004 Perko Eost Blvd. safety Intormallon avalatae from buss Rate hsllMe, 218 N. Lee Sfraet. Site 312. Alexandria, VA 22314. T.Wo, FL 33610 ,. Job Truss Truss Type T13326601 1285755-PSLP-PIOLUNEK VO6 =,Qty Valley 7J,b Reference o tional a. as s oeP m m i r rvn es muusmes, nw. ,, reu ea tv:ze:va eui a rage i e 0 0 4x6 = 2 7 4 2.4 G 2x4 11 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ndefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) n/a - n(a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(TL) rda - n/a 999 BCLL 0.0 ' Rep Stress Incr YES W B 0.04 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 1=125/7-11-0, 3=125/7-11-0, 4=249/7-11-0 Max Harz 1=-62(LC 10) Max Uplift 1=-79(LC 12), 3= 79(LC 12), 4=-79(LC 12) Max Grav 1=125(LC 1), 3=128(LC 18), 4=249(LC 1) FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:14.6 _9 0 PLATES GRIP MT20 244/190 Weight: 25 In FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15f1; B=451t; L=24ft eave=4}h, Cat. II; Exp C; Encl., GCpi-0.18; MW FRS (directional) and C-C Exterior(2) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 4-0-0, Extedor(2) 4-0-0 to 7-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 3, 4. WalterP. Finn PE No.22839 IAITek USA, Ina FL Cert6634 6904 Parke East BNd. Tampa FL 33610 Date: February 23,201 S QWARNING- Venydesignpasameteaeand RE4DNOTES ONT ANUDIDLDDEDM KREFERANCEPAGEMII74Mmr 141XV2015BEFOREOSE De9WtvNW for use Doty wXn Mlrek®connectors.ln5 desl9n 5UaseU ONy upon parameterssMwn, antl Isla an lntlMtlualbWtlirm component rut ottcling tem.6efoleuse.thlcated rg tleeptn mustlingotieoidual" of tersandpronty. Ancorporotemoorar�ninlolheovemtl wor and/ chord Mtluolrlusswebontl/w cgnat hord teoncereantlpennanent brachg adway �j'r@k' MiTeTel stalaWlcatedhtoprevenllapse ithrn damag.Fo,anernol a reca9real E10WNand tOpreVentaolap32 f5alwantom ls,sejury F. VBdIngC storage, tl N storage, antl txadn0 of fusspaSrdtrue systems, miSVVII Qualfly MB49rand B= 0.56419 and fiC51 Bueding Component s. mpon 6904 Parke East 6Ntl. sabXy Information l e from Truss 18 N. .antl eer. sure 31 nexa xftla VA223Criteria, Solery InfotmaXon avallade from inns Nate InsiiMe. 218 N. Lee SXee1.9Ate 312, uexantltlo. VA22314. Tarrga, FL 3361 D Job Truss Truss Type Cry Ply 4 T13326602 1285755-PSLP-PIOLUNEK V07 Valley 1 1 Job Reference (ob0onall Builders FlrstBOume, FOR Piece, FL 34945 8.130 s Sap 15 2017 MI I eK Industries, Inc. Fri Feb 23 14:22:05 2018 Page 1 I D:OMGHgVGe6ryE i YuEMmJmnYyfZ4F-DhLgVSOyODYOKpvmgQl4vaJhXorOpRoaBq_rfXa E6G 1 6 2K4 i 2 3x4 = 2x4 style =1:7.7 LOADING (psi) SPACING- 2-0-0 CSL DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) nfa - n/a 999 W20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) n/a - rJa 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 rVa n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-P Weight: 10 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural mod sheathing directly applied or 4-0-0 oc pudlns. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=101/3-11-0.3=101/3-11-0 Max Horz 1= 26(LC 10) Max Uplift 1=-46(LC 12), 3=-46(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 fib) or less except when shown NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=1.2psf; BCDL=5.Opsf, h=15tt; B=4511; L=24111; eave11ft1 Cat. II; Exp C; Encl., GCpi=0.16; MW FRS (directional) and O-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and tomes S, MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This loos has been designed for a 10.0 psf bottom chord live load nonconcumenl with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 1, 3. fb 0 WalterP. Finn PE No.32839 krTek USA, Ina FL Cert 6634 6904Parke East Blvd. Tampa FL 33610 Date: February 23,2018 O WARMWG-VedfydWSnparamotere and REAONOTESONMSANDW'CLUDEDUFFEKREFERANCEPAGEM674n rev 10,022015BEFOREUSE Deslgnvdldforuse oNywim tvinelnsconnectors. lNsdelonRbased oNyupon parameters shown. andbform inrllviduol Watlhgcomponent.not ■f ��• a Ines system. Before use, the buadng designer mull verity the applicabutyof design parametersand IxoDerly hcomorate Ihisdesign into the overall buidingcIedgn. wachglWd tedlstoprevem WcklingollMNMualimsweba /oret rdMembmoNy. Addflorwltempomryandpermanenlbracing Mel( Is always required for slablity and to prevent collapse, with posubte personal injury and property tlmnoge. For general gWdasce regarding he fabrbatbR storage, delivery. erection and bracing of busos and ims systems. seeAN51/1Pll Quality Criteria. DSS-99 and BCSI Building Component 6904 Parke Bass 11W. Salary Information availoNe from roes Rate Irss11Me. 218 N. Lee street. Sale 312. Alexandria. VA 22314. Ta"o, FL 3360 ss Truss Type L Oty Ply JKV T73326603 1278 55-PSLP-PIOLUNB Valley 1 1 Job Reference (optional) oullatlrs r11bt0Vu16e, rvLL ln",rl.V 5' ou s Sep 1 J zvi / MI I eK mUusmes, inc.Yn YeD 2b 14:LL:Ub 2U1 b Yage 1 140MGHgVGe6ryE1 YuEMmdmnYyfZ4F-htv2ioRagXgHyzUzEBGJRnsgOBA_YtskPUkOB_ziE6F 2x4 II 3 4 2x4 2x4 II 2c4 II Scale = 1:24.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Mdell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) Na - n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(TL) n/a - n/a 999 BCLL 0-0 Rep Stress Incr YES WB 0.08 HOrz(TL) 0.00 n/a We BCDL 10.0 Code FBC2014/TPl2007 Matrix-P Weight: 31 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD BOT CHORD 2x4 SP No2 WEBS 2x4 SP No2 BOTCHORD OTHERS 2x4 SP No2 REACTIONS. (lb/size) t-890-11-8,4=771/7-17-8,5=335/7-11-8 Max Horz 1=194(LC 12) Max Uplift 4= 73(LC 12), 5= 220(LC 12) Max Grav 1=89(LC 1), 4=122(LC 17), 5=367(LC 17) FORCES. (Ib) - Max Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOPCHORD 1-2=300/131 WEBS 2-5=-277/434 Structural wood sheathing directly applied or 6-0-0 oc pudins, except and verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10', Vult=160mph (3-second gust) Vasd=124mph; TCDL=42psf; BCDL=5.Opsf; h=15111; B=451t; L=24ff; eave=oft; Cal. II; Exp C; End., GCpl=0.18: MW FRS (directional) and C-C Extedor(2) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 7-10-4 zone; cantilever left and righttexposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. - 3) This truss has been designed for a 10.0 psf bottom chord live load noreconcument With any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except 0t=11b) 5=220. WalterP. Finn PE No21839 MiTek USA, Ina FL Cad 6634 Mat Parke East Blvd. Tampa FL 33810 Date: February 23,201 S A WARNING -Vedlydeslgnparametem end READ NOTES ON THISANDWCLUDED MREKREFERANCE PAGEM74nnn, 10NaG015EEFOREUSE Design valld for use oNy wIM MRekl�connecton. IMsdeslgn b based onlyupon parametersshown,and hfor an individual Watling component, mf Otrusssystem. Before use, thebtDc&gd.,$gmr must verify theappikabally ofdesign p crnetersand properlyfin rpomle BdsdeSgn Into theoverall bwlcmgclesQn.l➢'actrr9lrWkatedkto prevent WCNing ofirWMtlum frusweb and/or crrordmembers oNy. AddNlorwitemporaryandlcermonenibroog :MIT91C ' balways regaled for slabBity and to prevent collapse wllh possbie persoml Injury and property damoge. rorgeneralguldonceregardnome fobr Wbn, storage, delNeW. erecnon oral braclrg of tmssesand tma systems, s NSVMII GYGBtyCriteria, DSBA9 and SCSI Building Component 6904 Parke East Blvd. Salety information av011able fiom 1. Nate Indent., 218 N. lee V.1, sure 312. Aland b VA W314. Tampa, FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless y /4 offsets are indicax, indicated. 6-4-8-6 l dimensions shown in ff-In-sixteenths I I (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system. e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing, is always required. See BCSI. 1 r Cr-2 cza 2. Truss bracing must be designed by on engineer. For M WEBS v 4 wide truss spacing. Individual lateral braces themselves may require bracing, or altemative Tor I c 0 u ���' ti,, bracing should be considered. �y1 O 0 U n = 3. Never exceetl the design loading shown and never inadequately braced trusses. g O stack materials on a 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate cry csr c BOTTOMse CHORDS designer, erection supervisor, property owner and plates 0-�6" from outside all other Interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations ore regulated by ANSI/rPI 1. _ connector plates. ' THE LEFT. 7, Design assumes trusses will be suitably protected from Plate location details available in MTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment In accord with ANSI/TPI 1, BOffWOre Or UPOn request. NUMBERS/LETTERS. 8. Unless otherwise noted content of lumber time e of shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC-ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 10, Camber Is a non-structural consideration and is the width measured perpendicular 4 x 4 ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions Indicated ore minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that �L 7 Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. specified. 13. Top chords must be sheathed or purllns provided at output. Use T or I bracing spacing Indicated on design, if indicated. Lumber design values are in accordance with ANSI/rPI 1 section 6.3 These truss designs rely on lumber values 14 Bottom chords require lateral bracing at 10 ft. spacing, or less, If no ceiling is Installed, unless otherwise noted. BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MITelc® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless Indicated otherwise, Min size shown is for crushing only. 18. Use of green or treated lumber may p g y pose s. Cons table environmeniol, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone Is not sufficient. DSB-89: Design Standard for Bracing. ® BCSI: Building Component Safety Information, �'�/� 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, `+ ANSI/m11 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet: Mll-7473 rev. 10/03/2016 SCANNED BY FORM R405-2014 Bt. Lucie County FLORIDA ENERGY,EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional'Regulation - Residential Performance Method Project Name: BRIDGEPORTIIREVISED PIOLUEKRESIDNECE Builder Name: PORT ST LUCIE PROPERTIES Street: 5115 PALMETTO DRIVE Permit Office: ST LUCIE COUNTY City, State, Zip: FORT PIERCE, FL, 34982 Permit Number. Owner. :ANDTHONYAND ANN MARIE PIOLUNEK Jurisdiction: , Design Location: FL, Fort Pierce 'County.: St. Lucie (Florida Climate Zone 2 ) 1. New construcddri or! existing New (From Plans] 9. Wall Types(2305.7 sgft.) Insulation Area 2. Single family or multiple family Single-family ' 0. Concrete, Bloc*- E)d Insul, Emerior R=4.1 2023.46ff- 3. Number of units, if multiple family 1 b. Frame - Wood, Adjacent R=11.0 282.33 ft- c. N/A R_ ft- 4. Number of Bedrooms 3 d. N/A R= ft' 5. Is this a worst case? No 10.CeHing Types '(1986.0.sgf.) Insulation Area 6. Conditioned floor area above a. Under Attic,(Vented) R=30.0 1986.00 ftl grade'(ft-) 1986 b. NIA R= $' Conditioned floor area below grade (ft') 0 c. NIA R= fp 7. W indows(276.0 sgft.) Description Area 11. Ducts a Sup: Attic, Ret Attic, AH: Garage R W 6 175 P. U-Factor. Sgl, U=0.65 276.00 ft' SHGC: SHGC_=0.25 b. U-Factor. N/A ft' 12. Cooling. systems, kBtuthr Efficiency SHGC: a. Central Unit 35.4 SEERA6.00 c. U-Factor. N/A ft- SHGC: d. U-Factor. NIA 13. Heating systems kBtu/fir Efficiency fN a. Electric Strip Heat 27.0 COP:1.00 SHGC? - -' Area Weighted Average Overhang. Depth: 1.000 ft. AreeWelghted Average SHGC: 0.250 14.,Hot water systems 8. Floor Types (1986.0 sqft.) Insulation Area a. Electric -Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1986.00 ft' Conservation features EF: 0.980 b. NIA R= fit None None c. N/A R= ft' 15. Credits None Glass/FloorArea: 0.139 Total Proposed Modified Loads: 71.22 PASS Total Baseline Loads: 71.56 i hereby certify that the plans and specifications covered by Review of the plans and Srg2� this calculation are in compliance with the Florida. Energy specifications covered by this pF'fHE Code. calculation indicates compliance with the Florida Energy Code. F nnr'••:, n „ �O PREPA'RFD Y� _ .:. Before. construction is completed ,, -� DATE: i a[1j this building wili be inspected for a ("f y compliance with Section553.908 I hereby certify that this building,.. as designed, is in compliance Florida Statutes. with the Florida Energy Code. (�S'�• /\ G'pDWS .K¢� - OVVNER/AGENT-^ BUILDING OFFICIAL; DATE: _ DATE: - Compliance requires certiffication by the air handler unit manufacturer that the sit handier enclosure qualifies as certified factory' -`sealed in accordance with R403:22.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance.with'R402.A.1.1 and an envelope leakage test -report In accordance with R402A.1.2. 7120120171:27 PM EnergyGauga USA-.FI5Res2014'Sect(on12406.4.1 Compliant Software Page 1 of 6 Q n � kLi° aNp N H J ❑ � m ggbWW�� K •- rn } }i } } }. } } r T Z Z Z Z m N c m E. .- .- .- .- .- .- .- E Q J m R m U U rn M ca N W. LU C O .O O O Mr' �Zo2Z Y W' O E.. IL Q =m ar O z O z O z O z m z o z m z} H o z 0 z o z O z O z O z O z O z 'J LL; N o, c o v w N m m m m m 9 (� I'G 11/ -6 o O > E M 0 b N w N 0 fO N O. LL. O O O m' U f U Z ❑ 2 O' fN0 V m. V N Yi O 02 OOl N (O N a w 10 ❑ 'U N m Q m 3 m Q M 6 A K f Z LLO W >„ H o y 'w Z Z LL m 5 5 U O � ZO O M N 0 O: 0 Z Q w' w. O F- O LL E 2m pmp K N W ❑ Q Z p O K m A A y.❑❑Z. Z Z U = Q .K. .O f ..� di. _ 0: m f/1 Z' H a -. W �F, 3 m Q .V._p J W LL LL O LL Q U t Y O z W m U 6 m W m J U ❑ 2 IL U, Z pJ LL A �h L N (q �. m O_ ? F- :R m 'v E a c w j Cu E :s E E _a E a j £F `o � E �. o I Z K m V* M LL� l z U L O' —L — 5, FORM R405-2014 , FLOORS Flooi'_Type Space Perimeter Pedmeter;R-Value Area Joist.R-Value Tile Wood Carpet 3Slab-.On-Grade Edge insulation M BATH 40It a 198 to — 1 0 0 4SIab-On-Grade Edge Insulation M WIC.2 1 R 0 40 ft- .`. 1 0 0 6 Slab-on=Grade Edge Insulation FAMILY ROOM 12.ft 0 216 ft- 1 0 0 65Iab-On-Grade Edge Insulation FOYER blNING 198 0 195 ft` 1 0 0 7 Slab;On-Grade Edge Insulation CABANA BATH 21 ft 0 54 ft' 0 0 8 Slab -On -Grade Edge Insulation KITCHEN 1 ft 0. 268 ft- _- 1 0 0 9 Slab-0n-Grade Edge Insulation NOOK 22 ft 0 112 f? __ 1 0 0 10Slab-On-Grade Edge Insulation BEDROOMS 26 ft 0 168 ft- __ 1 0 0 11Slab-On-Grade Edge Insulation CLST 3 2 ft 0 20 fP __ .1 0 0 12SIao-Oi4Gmde Edge Insulation BATH 6 ft 0 60 ft' 1 0 0 13SIab-O i-Grade Edge Insulation BEDROOM 2 12 ft 0 176 W _ 1 0 0 14Slab-On-,Grade Edge. insulation CLST2 2 ft 0 20 ft' _ 1 0 0 15Slab-On-Grade Edge Insulation UTILITY ROOM 1:ft 0 64 ft' _ 1 0 0 16SIab-On-Grade Edge Insulation. HALL 1 ft 0 32 ft- 1 0 0 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color -Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2221 ft' 0 ft. Medium 0.6 No 0.9 No 0 26.6 ATTIC - V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1986 ft' N N 7I2=0171:27 PM - EnergyGaugc@ USA- FlaRes2014 Section R405A.1 Compliant Software Page 3 of 6 V N O J V V I IN I+ IO I- IO IJ IOC IN IA I- IN I+ IO IW Im IJ Im IN IA IW IN I' I. m z z z z Z:E z W `L N z. m:E N m z m z N 3 W lT I n R A n 2 n P 2 2 n P# D c c c C C C 'c C -C :c c C C C C C O. m ai m m m m m m m q, q, m m m m �o, Q o n 0 o Q o R o yo, y o 0 0 0 R y 0 a, 0 0 R y 0 y o R Q m .m, � '� '� A� D D D D D D D D D D D D D D D D T a n O O o o o o O o o o o o 0 o 0 o 0 0m o 0 2 m 2 2 m m 0 9 0 3 0 0 00000 3� m m ,m m m m m in m O - v O: . v - 6 , v V v. 'pmp m m m m m m m m m m m m 8 pm poW � pm F � pm co F m W JmmmC 'JmC mF 2S mF iS mmF R A. mF n 'n �'JmrrC11 ii �F77 n �Fnn tL n mF A n �Fnn A �Fnn A n �xnn A �TF11 ti K �1F11 mF T > _. > E > E > 'E m > ra > E .. E > E >QQ .�j JQ�p O J m` > > - > E > E J m y m m O gg D C D p Z O z O z O D m D W D W g O r W m �' m -1 N. a = r O '� m o N o p Z O g Pu{ m -i O 'N' -i O O 0 0 0 D A C D 1 D 1 D �L �n m m m D A N O= y O p= o D o. A _ A a O= 0 0 'D 0 2 2 2 0 :v m- A m rr- O N 3 N W 3 Z D z O N 2 o m O N W W -1' D -1 D i Z O m m 0N tJ = � =p ' W W. W W W .. .0.. W W -N N A N O f0 N N A O N C y 0 o O• o O o O O o o O O O O O O O o O O � � � �' �� � � � �' o' 'O =� ?� m 'N � O p '!T o � o o�� O O 9 p O O�� � x �� S x 'W N 'O N N IJ C Co A A 0 N IT OI O W N Cl V N m '"L • u• .. Z " "emu "� m 0 0 0 0 o 0 0 o a o o o 0 0 o 0 0 0 0 0 0 0 0 o 0 0 0 0 0 O o 0 0 0 0 0. g m 0 0 0 o o D o n 0 0 0 0 m 1 W 'm0i m 'ooi "o0i 'm0i m a 'ON m 'm0i' 'o0i 'o0i 'm0i a "aoi 'orn m ,a m m 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o' o 0 0 0 0 o'og IZ -ZRZ-IZZZZOZZZZZ. 0. 23 w z z Z. z z z zo z z z z z tq It: -V '.S Cl S G G G 0 S E G. .s t 7: Ir zt 2� ze 2! 0 0 w 4 wi C; US L6 m ui cs Z z z LLI 0 Lu 0 w 10 U) of E9 JN eq 0 uz 0 0 izo CR cq 'o w w w w w m wf w C;, tj 6 C; C; C; CjL C; z U) O W.Ui w w w w w w w w w w C3 F_ 0 w co M. y w v), 3: LU z w 0 3 3: z zrn 0 oc 0.. FORM R405-2014 t HOT,WATER SYSTEM # Syslem Type .SubT-ype . Location EF Cap: Use SetPnt Conservation 1 Electric .None Garage 0.98 40 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage. Cart # .Company.Name System Model# .Collector Model#- 'Area Vglume, FEF -._ None. '.None f0. _ DUCTS` Supply— - Return - '- Alr' CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type, Handler TOT OUT ON RLF Heat Cool _ 1 'Altic '8 175 f1' _ Attic, 18.ft- Default Leakage Garage (Default) c(Default) c _. 1 1 TEMPERATURES • Programable[Cooling[XThermostab[,Jan N Calling Fans: Heating Jan 1 Feb Mar [FebfX11 N Maar Apr MayfiX1I € � f1X11 � tDO� Sep � Oct ffX71 Nov ae ffX1I t 1 [ ) ��.� pr May [ ] Jun [--] Jul Aug, [ ]:Sep Oct [XJ Nov � [ ]Dec .._ Thermostat Schedule: HERS 2006 Reference ,Hours _ Schedule Type 1 2 3 4 5 6 7 8 9 10' 11 12 Cooling.WD) 'AM 78 78. '78 78 .78 78 78 78. 80 80 80 80 PM' '80 -.80 80' '80 78 78 78 78 '78 78' 78 78' Cooling (WEH) AM 78 78 '78. 78 78 :78 78 78 80 :80 80 80 PM '80 ;80 '80 80 78 '78 '78- 78. 78 '78 '78 78 Healing(WD) AM 65 65 65, 65 65 65, 65 68 68. 68 68 ' PM 68 68 68 68 68 68 68 68 .68 '68 68 68 68 Healing (WEH) AM 65 65 65 65, 65 6565 ;68 �68 88 68 68 PM fib '68 68 68 ,68 68 68 68 68 68 fib' 68. 72012017.1:27PM, EnergyGauge®. USA -FlaRes2014.Section,R405.4.1 Compllant Software. 'Page6 ofA FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: BRIDGEPORT II REVISED PIOLUEK RESIDNECE Builder Name: PORT ST LUCIE PROPERTIES Street 5115 PALMETTO DRIVE Permit Office; ST LUCIE COUNTY City. -State, Zip: FORT PIERCE. FL, 34982 Permit Number. Owner: ANDTHONYAND ANN MARIE PIOLUNEK Jurisdiction: Design Location: FL, Fort Pierce COMPONENT CRITERIA CHECK. Air barrier and thermal barrier A continuous air barrier shall be Installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barder shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned _ attic spaces: shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous,alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and Rim 'gists Rim joists are insulated and include an air barrier. Floors (including above -garage insulation shall be installed to maintain permanentcontact with underside and cantilevered floors) of subfloof decking. The air barrier shall be installed of any exposed edge of insulation. _ Crawl space walls Where provided In lieu of floor insulation, insulation: shall be permanently attached to the crawlspace walls, Exposed earth in unvented crawl spaces shall be covered with a Class I Shafts, .penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall . be sealed. Narrow cavities Batts In narrow cavities shall be cut to fit, or narrow cavitles,shali be filled by insulation that on installation readily conforms to the available cavity spares. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures Installed in the building thermal envelope shall be air tight, IC rated, and sealed,to the drywall. Plumbing and wiring Batt insulation. shall be cut neatly to fit around wiring and plumbing in exterior walls, on insulation that on Installation readily conforms to .available space shall extend behind piping and wiring. Shower/tub. on -exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall Installed behind electrical or communication boxes or air sealed boxesshall:be installed. HVAC register.boots. HVAC,register boots that penetrate building thermal envelope shall be _ sealed to the sub -floor or drywall. Fireplace An Air barrier shall be Installed on fireplace walls.Fireplaces, shall have .gasketed doors 7120M171:28 PM EnergyGauge®..USA -FlaRes2014. Section R405A.1 Compliant Software Page 1 of FORM'R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX" = 100 The lower the EnergyPerformance Index, the more efficient the home. 5115 PALMETTO DRIVE, FORT PIERCE, FL, 34982 1. New cdnatructlon or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block- Ext lnsul,'E)derior R=4.1 2023.40 ft- 3. Number of units, if multiple family 1 b. Frame- Wood, Adjacent R=1'1.0 282.33 ft- c. N/A R= ft' 4. Number of Bedrooms 3 d. NIA R= ft- 5: Is this a worst case? No 10: Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1986.00 fP 6. Conditioned floor area(ft-) 1986 b. NIA R= ft- 7. Windows" Description Area c. N/A R- ft- a. U#actor. SgI, U=0,65 276.00W 11-Ducts R ft- SHGC: SHGC=0.25 a. Sup: Attic, Ret: Attic, AH: Garage 6 175 b; U-Factor. NIA ft- SHGC: 12. Cooling systems k6ta/ly Efficiency c. U-Factor: N/A fN a. Central Unit 35.4 SEER:16.00 SHGC: d. UcFactor. NIA ft' SHGC: 13._Heating systems kBtufhr Efficiency Area Weighted Average Overhang Depth: 1.000 fU a. Electric Strip Heat 27.0 COPi1:00 Area Weighted Average SHGC: M50 8. Floor Types Insulation Area 14. Hot water systems a. Slab -On -Grade Edge Insulation R=0.0 1986.00 ft' a Electric Cap: 40 gallons b. N/A R= ft- EF: 0.98 c. N/A R= ft, b. Conservation features None 15. Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise; a new EPL Display Card will be completed based on installed Code compliaaLfeatures. _ Builder Signature: Address of New Home: ( pr W I k!7 ` City/FL Zip: P y r L `Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge'Hotiine at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for informationand a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label requrei by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT, 7/20/20171:28.PM EnergyGauge® USA -FlaRes2014-Section R405.4.1. CompllantSoftware Paget oft c ' W1 0 MiTek° RE: 504770-PSLP-PIOLUNEK - Lumber design values are in accordance with ANSI/fPI 1 section 6.3 These truss designs rely on lumber values established by others. Site Information: Customer Info: PORT SAINT LUCIE PROPERTIES Project Name: Lot/Block: Subdivision: Address: 5115 PALMETTO DRIVE City: PORT SAINT LUCIE State: FL MiTek USA, Inc. 6699004 PParrke3E3asst Blvd. RE PIOLUNEK S P MoLAT1-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/fP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 63 individual, 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name I Date No. I Seal# I Truss Name I Date 1 1 T11724579 1 A01 7/31/17 118 1 T11724596 1 B06 7/31/17 12 I T1172458O I A02 17/31/17 119 1 T11724597 I B07 17/31/17 1 13 I T11724581 1 A03 17/31/17 120 I T117245981 BOB 17/31/17 1 4 1 T11724582 1 A04 1 7/31117 21 T11724599 C01 7/31/17 5 T11724583 A05 7/31/17 22 T11724600 1 CO2 7/31/17 6 JT11724584 A06 7/31/17 23 T11724601 CO3 7/31/17 7 T11724585 A07 7/31/17 24 T11724602 C04 7/31/17 8 IT11724586 A08 7/31/17 25 T11724603 C05 7/31/17 9 T11724587 A09 7/31/17 26 1 T11724604 1 C06 7/31/17 110 I T11724588 1 Al 17/31/17 127 1 T117246051 C07 17/31/17 I I11 1T11724589JAll 17/31/17 28 1T117246061C08 17l31/17 1 12 T117245901 Al2 17/31/17 129 1 T1 1724607 1 C09 17/31/17 1 113 I T11724591 1 B01 17/31/17 130 1 T11724608 1 CJ1 17/31/17 1 114 1 T1 1724592 1802 17/31/17 131 1 T1 1724609 1 CJ2 17/31/17 1 115 1 T1 1724593 1 B03 17131/17 132 1 T11724610 1 CJ3 7/31/17 1 116 1T11724594 B04 7/31/17 33 Ti1724611 CJ4 17/31/17 117 1 T1 1724595 1 B05 17/31/17 134 I T1 1724612 1 CJ5 17/31/17 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Tibbetts Lumber Company -Palm Bay. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. q4 No 39380 ��• ST * OF ' �/Z Al .4 O R 1 i��Ss IO N A, ,��,`�� Thomas A. Alban) PE N0.39380 MiTek USA, Inc. FL Cart M 69M Parke East Blvd. Tampa FL 33610 Date: July 31,2017 Albani, Thomas 1 of 2 / RE: 504770-PSLP-PIOLUNEK - Site Information: Customer Info: PORT SAINT LUCIE PROPERTIES Project Name: PIOLUNEK RES Model: Lot/Block: Subdivision: Address: 5115 PALMETTO DRIVE City: PORT SAINT LUCIE State: FL No. I Seal# Truss Name I Date 35 1 T11724613 1 E01 7/31/17 36 1T11724614 1 E02 17/31/17 1 137 1 T1 1724615 1 EJ2 17/31/17 1 138 1T11724616 1 EJ3 17/31/17 39 T11724617 EJ6 7/31/17 40 IT117246181 ER 17/31/17 141 IT11724619 J EJB 17/31/17 1 142 IT11724620JEJ61 17/31/17 1 43 T11724621 1 EJ62 1L 1117 44 T11724622EJ63 7/31/17 145 1 T11724623 1 EJ64 17/31/17 1 146 IT117246241EJ65 17/31/17 1 147 1T117246251 EJ71 (7/31/17 1 48 T11724626 1 EJ81 17/31/17 i I49 IT11724627 1 G01 17/31/17 1 50 T11724628 1 G02 7/31/17 51 T11724629 1 HJ2 17/31/17 152 1 T11724630 1 HJ3 17/31/17 1 153 1 T1 17246311 HJ5 17/31/17 1 154 1 T11724632 1 HJ6 17/31/17 1 55 IT117246331HJ7 17/31/17 156 I T117246341 Vol 1 7/31117 157 1 T11724635 I V02 17/31/17 1 158 1 T1 1724636 1 V03 7/31/17 1 59 T11724637 VO4 7/31/17 60 IT11724638 V05 17/31/17 161 1 T1 1724639 1 V06 17/31/17 1 162 1 T1 1724640 1 V07 17/31/17 1 163 1 T11724641 1 VO8 17/31/17 1 2of2 Job Truss Truss Type Qry Ply T71724579 504770-PSLP-PIOLUNEK A01 Common 1 1 Job Reference (optional) Fibbetts Lumber, 8.120 s Jun 222017 MiTek Industries. Inc. Mon Jul 31 13:54:04 2017 5x6 = Scale=1:69.5 6k6 = 5xe = 6x6 = 4x5 = 4z5 = LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 CS]. TC 0.59 BC 0.93 WB 0.32 Matdx-AS DEFL. Vert(LL) Vert(TL) Horz(TL) In (Ioc) Vdefl Ud -0.31 11-12 >999 240 -0.7311-12 >567 180 0.14 8 n/a n1a PLATES GRIP MT20 244/190 Weight: 208 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 .TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP N0.2 *Except* BOT CHORD Rigid ceiling directly applied. 10-11,11-12: 20 SP M31 WEBS 1Row at midpl 5-11,6-11,4-11 WEBS 2x4 SP No,2 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation quids. REACTIONS. (lb/size) 2=1390/5-9-13, 8=1516/0-7-10, 13=162/0-3-8 Max Hoe 2=-430(LC 10) Max Uplift 2=-768(LC 12), 8=-777(LC 12), 13=-11(LC 12) Max Grav 2=1475(LC 17), 8=1587(LC 18), 13=208(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2721/1568, 3-4=-2424/1406, 4-5_ 1733/1172, 5-6= 1728/1172, 6-7=-2521/1421, 7-8=-2825/1584 BOT CHORD 2-13=-1241/2675, 12-13=-1241/2675, 11-12=837/2130, 10-11= 869/1903, 8-10=-1255/2450 WEBS 5-11= 703/1223,6-11= 818/560, 6-10=-163/570, 7-10= 428/421,4-11=-761/553, 4-12=-149/474, 3-12=-414/419 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15fi; B=45ft; L=40ft; eave=5tt; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -1-0-0 to 3-0-0, Intedor(1) 3-0-0 to 20-0-0, Extedor(2) 20.0-0 to 24-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Thls truss has been designed fora 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psL 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at Joint(s) 13 except 01=1b) 2=768. 8=777. 6) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. Job Truss Truss Type Dry Ply T11724580 504770-PSLP-PIOLUNEK A02 Common 1 1 Job Reference o tional 8.120 s Jun 222017 MiTek Industries. Inc. Mon Jul 31 13:54:05 2017 Tibbetts Lumber, 5x6 = Scale=1:69.5 3x6 = 3x6 II 5x6 = are _ 6x6 = 3x6 = LOADING (psQ SPACING- 2-00 CSI. DEFL. In (loc) WallUtl PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Ve an 0.13 13-16 >653 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Veri(TL) -0.62 10-11 >631 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 HOrz(TL) 0.06 8 n/a Ma BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 215 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 WEBS 1Row at midpt 6-11 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=92/0-3-8, 13=1764/0-10-13, 8=1212/0-7-10 Max Ho¢ 2=430(LC 11) Max Uplift 2= 268(LC 12), 13=-946(LC 12), 8=-624(LC 12) Max Grav 2=196(LC 21), 13=1771(LC 17), 8=1302(LC 18) FORCES. (lb) - Max Comp.lMax Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2201725, 3-4=-878/579, 4-5=-1090/781, 5-6=-10517794, 6-7= 191411045, 7-8= 2223/1213 BOT CHORD 2-13=-662/339, 12-13= 630/318, 11-12=-159/882, 10-11=-527/1290, 8-10=-922/1915 WEBS 3-13=-1720/963, 3-12=-550/1332, 4-12=-571/387, 4-11=-58/330,5-11=-34l/638, 6-11=-837/557, 6-10— 168/607. 7-10= 4391430 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0ps1; h=15it B=45ft; L=4011; eave=51t; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 3-0-0, Intenor(1) 3-0-0 to 20-0-0, Exlerior(2) 20-0-0 to 24-0-0 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0Psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members, with BCOL= 10.Opsf. 5) Provide mechanical connection (by others) of Tmss to bearing plate capable of withstanding 100 It, uplift at Joint(s) except (t=lb) 2=268, 13=946, 8=624. 6) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and Ya gypsum sheetrock be applied directly to the bottom chord. O WARNING. Vadyda0gnpa2mctarsend REAONOTIES ON TNIS AND MCLUOEDMf/EKREFERANCEPAGEM 7MB 10AW015eEFONEUSE Design valid for use only wlh Mlfek®coMeciors. lNs desgn Is based any upon pmamefersshown. and Is form Individual bustling component, nor �� a In=system. Before use, fhe biiding desmer must vent' the 1ppllcaby o rlfdeslgn pa orrafersand properly hcomorme Ihls design Into the overall buVoingdesign. Bra glndkWle lolxevmfWcidbgoflnrllvkluo webard/orcnadmembersoNy. AtlaiBonal temporoly and peimaneni brac0g MiTek' b always required for stabrBy'antl to prevent coliopso wlfh posble personal Injury and propedy damage. For genera gulclance regaNng Ire 6904 Parke East Blvd. fobleatkn, storage. delivery, erecllon and bracing of husesand lnAssystmas, OANSI/iP11 6uanry Cdterla, DSB-59 and BC51 Bu1lding Component VA 22314. Teapa, FL 33610 solely INormaBon available fiom inns Rafe k5511Me. 218 N. lee Street. su fe 312. Alexandra. Job Truss Truss Type Oty Ply T11724581 504770-PSLP-PIOLUNEK A03 Common I 1 Job Reference (optional) Tibbetts Lumber, 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Jul 31 13:54:06 2017 Page 1 ID:OMGHgVGe6ryE1 YuEMmJmnYyfZ4F-ANSgCDEGBOxlZxNo2OFOjOhAIHs3xKCNB2LOUNysX61 �1-0 r 83-10 13-8-14 20.0-0 26-3.5 40-0-0 1-0.0 0--d 6-1-12 3-1-14 45-4 6-3-2 6-3-5 13-8-11 -0. Scale=1:69.5 5.6 = 5xB = sxB = 6x6 = 3x6 = 3x6 = 9.3-10 29-8-02 40.0.0 &3-10 20-5.2 11H Plate Offsets (X,Y)- 12:0-2-4,0-1-81, 13:0-3-0,"-01, f8:0-3-0,0-3-01,19:0-2-0.0-1-81, f11:0-3-0.Edgel fl2:0-4-0,0341, f13:0-0-0.0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Ven(LL) 0.32 13-16 >345 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 VBN(TL) -0.6912-13 >537 180 BCLL 0.0 ' Rep Stress incr YES WB 0.47 Horz(TL) 0.05 9 n/a Na BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight 214lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid calling directly applied. WEBS 1 Row at midpt 5-13, 7-12 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=156/0-3-8, 13=1793/0-10-13, 9=1119/0-7-10 Max Horz 2=430(LC 11) Max Uplift 2=-313(LC 12), 13=-1029(LC 12), 9=-573(LC 12) Max Grav 2=256(LC 21), 13=1822(LC 17), 9=1216(LC 18) FORCES. (lb) - Max CompJMax Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 129/510, 3-4=-223/668, 4-5- 149/666, 5-6=-9111641, 6-7= 8761655, 7-8= 1714/925, 8-9=-2025/1093 BOT CHORD 2-/3= 586/237, 12-13=-101/487, 11-12=-409/1122, 9-11=-814/1739 WEBS 6-12=-222/481, 3-13- 282/345, 5-13- 1494/828, 5-12- 98/647, 7-12= 821/570, 7-11=-188/582, 8-11=-443/431 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.OpsF h=151t; B=451t L=40ft; eave=5ff; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exlerlor(2) -1-0-0 to 3-0-0, Intedor(1) 3-0-0 to 20-0-0, Exterior(2) 20-0-0 to 24-0-0 zone; cantilever left and right exposed; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (ifdb) 2=313, 13=1029, 9d73. 6) This truss design requires that a minimum of 7/16" stmctuml wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. O WARNNG- Verity Resignperem.fm=d RPAONOTESONMSANDNCLUDWMREKREFERANCEPAGEMD74"rax faN3/1O15eEFOREUSE Design valld for use only with MifeMconrlectom iNs deslgl b based only upon Parametersshown. antl is for on hollAdual Wl ding comrxmenL not a bust system. Before use. the pmalrg designer must wx1ty the oppllcabillyof design parametersand popefly incorporate tnb design Info the overall biEdmgdeslgn.&acingtncgcated WopfevenibucldlrxloflMNldudtlusswebantl/wchwdmembersoNy. Atldibnal femPway mtlpermalenl lxacing MiTek' Is always requ9ed for stadllty and to prevent cdlopse will, possible petsonal hyAy and properly danoge. rw generd guidance regaTcftQ the fabdcatksn, storage, delMery, erecfon mc! bracing of busses and truss systems seeANSMII Quality Criteria, DS849 and BCSI Building Component 6904 Perk. East Blvd. Safety Information ovollabie fiom Teas Plate Institute, 218 N. lee Stteel-suits 312. Alexandria, VA 22314. Tango. FL 33610 Job Truss Truss Type Ory Ply T11724582 504770-PSLP-PIOLUNEK A04 Common 2 7 Job Reference (oolional) Tibbetts Lumber, 8.120 s Jun 222017 MiTek Industries, Inc. Mon Jul 31 13:64:06 2017 Sx6 = Scale = 1:69.5 01m Y 0 Sx8 = Sx8 = 616 = 3x6 = 3,6 = r &0.0 F 10.3-13 20.0.0 29-8-12 4P0.0 60.0 43-13 9-83 M-12 10.3-4 Plate Offsets MY)- 12:0-0-12,0-0-21. f3:0.3-0,0.3-01, f&0-3-0,0-3-01.19:0-2-4.0-1-81 (11:0-3-O.Eddel r12:0-4-0.0-0-01, r13:0-3-8,0-3-41 LOADING-(psf) SPACING- 2-0.0 CST. goc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 13-16 >268 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 =H4 13-16 >346 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.40 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Mamx-AS Weight: 2151b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-13. 7-12 MiTek recommends that Stabilizers and required cross bracing be Installed curing truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=188/0-3-8, 13=1812/0-7-10, 9=1069/0-7-10 Max Horz 2=-430(LC 10) Max Uplift 2=-339(LC 12), 13=-1068(LC 12). 9- 546(LC 12) Max Grav 2=290(LC 21), 13=1812(LC 1), 9=1169(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-80/46113-4=-239/700, 4-5=-162/680, 5-6=-B01/571, 6-7=-766/586, 7-8= 1613(858, 8-9=-1924/1026 BOT CHORD 2-13=-565/188, 12-13_ 170/294, 11-12= 348/1027, 9-11=-754/1650 WEBS 3-13=-340/402, 5-13=-1428/798,5-12= 179/759,6-12=-160/382,7-12=-826/570, 7-11=-189/591, 8-11=-445/432 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-1q Vu1f=160mph (3-second gust) Vasd=124ni TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45f1; L=401t; eave=5ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Extedor(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 20-0-0, ExterlOT(2) 20-0-0 to 24-0-0 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= I O.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qtdb) 2=339, 13=1068, 9=546. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the lop chord and 14" gypsum sheetrock be applied directly to the bottom chord. O WARN1NG-Vedrydes1gnp..1cr44nd REAO NOTES ON THSMD lCLUOEOMREKREFERANCEPAGEM674T3rov. Id03ITalSBEFOREUSE Design vaild for use only Web hVek®connectors.l cleslgr Is based only upon Parameters shown. and Is form xWMtlual bt0dhg comPnront. not a truss system. Before uso, the bdtr9ixl designer must verify the applicability of design parameters and Ixoperly Incorporate fhb design Into the overall brBdmg tleslgn Wachglndk-atedbloprevenlbucklirgof MtVl IWWeb.)d/oCht dmemb Mr y.Adc9gawltemporaryandpennaneolbracing MiTek' Isdways Te tredfwstab011ya loprevenlcWal Wlhpos ep rwrr koya prop rty m ago. For generd gr9tlance regmc9tg ttre fabrkatbnsloroge.delivery.erectonandbrocing oflumseSond tnssys1emsseeANSIjTP119uarry Criteria. DSM9 and BCBl Building Component 004 Parke East 13W. Safety Information avotable from Truss Plate hsOMe. 218 N. Lee Street. Site 312, Alexand6a. VA22314. Terry., FL 33610 Truss Truss Type Qy Ply T11724583 5074770 -PSLP-PIOLUNEK A05 Common 2 1 Job Reference o Clonal ribbetts Lumber, B.120 5 Jun 22 2017 MITek Industries, Inc. Mon Jul 31 13:54:07 201, 5x6 = Scale = 1:68.9 5xe = Sxe = 6x6 = 3x6 = 3xs = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TOOL 7.0 Lumber DOL 125 BCLL 0.0 Rep Stress [nor YES BCDL 10.0 Code FBC20147TP12007 CSI. TC 0.57 BC 0.89 WB 0.40 Matrix -AS DEFL Ve all Ved(TL) Horz(TL) In (too) I/defl Ud 0.46 12-18 c268 240 0.36 12-18 >346 180 0.04 9 n/a n/a PLATES GRIP MT20 2441190 Weight: 2131b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling directly applied. WEBS 2x4 SP No.2 WEBS 1 Row at midpl 7-11, 5-12 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 9=100510-6.2, 12=1808/0-7-10, 2=192/0-3-8 Max Horz 2=423(LC 11) Max Uplift 9=-464(LC 12),12=-1081(LC 12), 2=329(LC 12) Max Grav 9=1105(LC 18), 12=1808(LC 1), 2=293(LC 21) FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-109/448, 3-4= 2681687, 4-5=-1921667, 5-6=-805/567, 6-7= 7701580, 7-8= 1622/867, 8-9= 1937/1046 BOT CHORD 2-12=-554/179, 11-12=-159/290, 10-11= 370/1038, 9-10=-812/1669 WEBS 7-11= 829/570, 7-10_ 207/597, 8.10=-451/455, 6-11=-153/384, 5-11=-1841757, 5-12= 1420/821.3-12=-3401401 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=1.2psh BCDL=5.Opsh, h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-11-14, Intedor(1) 2-11-14 to 20-0-0, Extedor(2) 20-0-0 to 23-11-14 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pet bottom chord live load nonconourrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.0psf. 5) Provide mechanical connection (by others) of truss, to bearing plate capable of wNhstanding 1001b upfitt at joint(s) except (IWb) 9=464,12=1081,2=329. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. Q WARNWG. Verify Lesfgnporamet.adREAD NOTES ON MMANDNCLUUEDMr KREPERANCEPAGEU67473m1 1411012OiSEEPOREUSE Destgnvalld for useoNy Wih MfI0Wc0nne0t0rs. flibdaslgn hbaud0Ny Ulxm Pmdmeiersshown.and is farm Individual building ComPOnent net 0 buss system. Before use. the bNtling designer must ve6y the applieabillyotdeslgn Parameters ord properly Ncoiporale Itnls design Into the overoll bIDtNgdesign. Bta ghdicatedlslopreventbUC NotlndMdu ftmwebard/orctwrdmemberso y. Atldironaltempwayontlpermanenilxacing M!Tek' kmwOys Tccy&etl for slaafty and foptevem eollope 1Ah possbe persorxJ bhAy and properrydatnage. For general gddQsce regorvug ttre faMk:aBon. storage. delivery. erection and bracing of huses and husssystems sooAN51/11PII Quality Ctlteda, DSB49 end BCSI feuding Component 6904 Poke East BNd. Salary Interdiction avalable frorn True Rate Institute. 218 N. We street Site 312, Mexcractilm VA22314. Tanpo. FL 33610 Truss Truss Type Dry ply T11724584 rJo 770-PSLP-PIOLUNEK A06 Hip 1 LJob eference(optionap Tibbetts Lumber, 8.120 s Jun 222017 MiTek Industries. Inc. Mon Jul 31 13:54:09 2017 e 0 Scale = 1:69.8 Sx6 c= 5x8 = 3.6 = 6x6 = 3x8 = 3x4 = 6x6 = 3x6 = 3x6 = LOADING (pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Gdp DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.71 BC 0.85 WB 0.83 Matdx-AS DEFL Ved(LL) Ved(TL) Horz(Q In (fee) /dell Ud 0.45 14-20 >276 240 0.34 14-20 >365 180 ' 0.04 9 Na Na PLATES GRIP MT20 244/190 Weight: 228 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural mod sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling directly applied. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 7-11, 5-13, 6-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 9=1024/0-6-2, 14=1731/0-7-10, 2=250/0-3-8 Max Herz 2=396(LC 11) Max Uplift 9=-478(LC 12), 14=-1028(LC 12), 2=-369(LC 12) Max Grav 9=1113(LC 18),14=1731(LC 1), 2=330(LC 21) FORCES. (lb) - Max Comp./Max Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-65/332, 3-4=-160/529, 4-5= 789/582, 58= 602/633, 6-7=876l703, 7-8=-1636/928, 8-9= 1955/1108 BOT CHORD 2-14=-417/148, 13-14=-486/373, 11-13=-1247701, 10-1 l=-462/1048, 9-10=-869/1686 WEBS 7-11=-779/583, 7-10=-195/595, 6-13=-584/335, 6.11=-473/786, 8-10=-461/458, 4-13=-482/1091,4-14=-1396/940, 3-14= 2491308 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--4.2pst BCDL=5.Opst h=15ft; B=451t; L=40ft; eave=sit Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C EMerior(2) -1-0-0 to 2-11-14. Interior(1) 2-11-14 to 18-8-0, Extedor(2) 18-8-0 to 21-4-0, Interior(1) 26-11-11 to 39-10-8 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL= 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at Joint(s) except Qt=lb) 9=478, 14=1028, 2=369. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 14" gypsum sheetrock be applied directly to the bottom chord. O WARNING. Vddyd.WSnparemeten.d READ NOTES ON MSANDINCLUDEOMDEKREPERANCEPAGEA 74M.V. faN3R0i5BEFORE USE Design valld for useodywith NBeWconnectors. Rhdeslgn kbasedonlyupon parametersslwvm, and is form hMlvldud Wading component.nol �� lcoorate ihh design Into the overall a Inns system. Before uso. IW Wilalng designer must vedy the appllcaWly W tlesign parameters oral properly Bm Mulduxldedgn. Wactrg Bxllcate istoprevenl WcWBxlolkidvitlod webc"/ chmdmemWisordy. Atldtiorwl temporary arW permarenl lxacurg MiTek' baiways required for stability axl to prevent collapse with possible personal HAW and properly dmiaDe. F Wnsrdguidancelegwdugihe fmilcalbR storage, delivery erecflon and Mack of Imssesantl Imss systems seeAN61/IPII Quality Criteria, DSB49 and Sal Building Component 6904 Parise East BNd. Salary Information ovdlable from Truss Plate Indlute, 218 N. lee Street, suite 31Z Alexandda VA22314. Terrya, FL 33610 Truss Truss Type Oty Ply T11724585 7Job 0.PSLP-PIOLUNEK A07 Hip 1 1 Job Reference (optional) Tibbetts Lumber, 8.120 S Jun 222017 MiTek Industries, Inc. Mon Jul 31 13:64:10 2017 Page ID:OMGHgVGe6ryE1YuEMmJmnYyIZ4F38iB1 aHnEFR82YgZHrJytssrduGWt5Oz3gJEd8ysx6h 1-0. 61-12 10-3-13 16-8.0 23.4.0 2&8.3 33-10-4 39-10-8 -0- 6-1-12 4-2-1 6-0-3 6.0.4 m. 0 Scale = 1.69.0 Sx6 = Sx8 = 5 24 25 6 3x6 = 6x6 = 3x6 = 48 = 3.4 = 3x6 = 3A = 3x8 O 103.13 1fi-8-0 2&4-0 29-83 39-10.8 10-3-13 6.43 F 8-8-0 ti._ 3 ~ 1b2-5 Plate Offsets(XY)- 12:0-1-120-1-8) f3:0-3-00-3-01 f5:0-3-80-2-41 f6:0.5.80.2-411&0-3-00-3-01 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.43 15-18 >285 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.5210-21 >687 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.67 Horz(TL) 0.04 9 n/a n/a BCDL 10.0 Code FBC2014/FP12007 Matrix -AS Weight: 219 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing drectly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-13, 6-13, 7-12 MiTek recommends that Stabilizers and required cross bracing be installed during Muss erection, In accordance with Stabilizer installation guide. REACTIONS. (Ib/size) 2=239/0-3-8, 15=1746/0-7-10, 9=1020/0-6-2 Max Holz 2=355(LC 11) Max Uplift 2=360(LC 12), 15= 1041(LC 12), 9= 475(LC 12) Max Grav 2=315(LC 21), 15=1746(LC 1), 9=1093(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-62/338, 3-4=-190/535, 4-5=-645/504, 5-6=-500/551, 6-7=-1049/768, 7-8= 1582/971, 8-9= 1835/1071 BOT CHORD 2-15=-414/146, 13-15=-511/435, 12-13=-278/811, 10-12=-651/1315, 9-10- 851/1568 WEBS 3-15_ 302/357, 4.15=-1404/945, 4-13=-56311117. 6-13=-682/450, 6-12=-265/630, 7-12=-699/4B3,740=-100/404, 8-10=-313/315 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; VuI1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=451t; L=40ft; eave=511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-11-14, Interlor(1) 2-11-14 to 16-8-0, Extedor(2) 16-8-0 to 28-11-11, Interior(1) 28-11-11 to 39-10-8 zone; cantilever left and right exposed; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 5) `This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilt tit between the bottom chord and any other members, with BCDL=10.0pst. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 2=360,15=1041,9=475. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and Ya" gypsum sheetrock be applied directly to the bottom chord. AWARNING -VsrvydaalgnperamatenendREADNUTESONTHIS AND WCLVDEDMIIEKREFERANCEPAGEMb74A?rs.1NAY20f5&U0REUSE Design valid for use only Win Mnek® connectors. this design Is based only upon parameters snows, and is for on k141vidud buAdoD component, not a ina system. Before use. ltie Mlldrg desIgner must verify the applicability ofdedgn parameters and properly h0mpomte the design Into the overall b,sdo, eslgnMacN9kdkaletl lopevenlWck[WofUdivldurit we cmWorctmdmembasody.AtldBorwltempwayaMnennonenlbra W MiTek' Isaimp reed for stability and to prevent co lapse with possmle personal Injury and propadydanage. Fa Oenerd 9VIdaoCr MgardW tfre tabicatbn storage, delivery, erec0on and Draclrg of Ivssesad huss systems, seeAN51/iPll Quality Criteria, DSB49 and Bar Building Component 6904 Pane Eost Blvd. Solely INama"on available from Truss Male InstiMe. 216 N. tee Street, state 312 Alexandra VA 22314, Tanpa, FL 33610 Job Truss Truss Type Oty Ply T11724586 504770-PSLP-PIOLUNEK A08 Hip 1 1 Job Reference o aonal Tibbetts Lumber, B.120 s Jun 22 2017 MiTek Inc. Mon Jul 31 13:54:11 2017 Scale=1:68.9 SA = 2x4 11 5.8 = 5 623 724 6x8 = 3x6 MT20HS = 3x8 = 5,6 = 2x4 11 3 axe = 103-13 14-8-D 10-&13 4-0-3 l 18-i1-'2 5.3-2 20-0-U 5-0-14 as-4-l"L 7-P12 9Pu-V 7-7-4 Plate Offsets (x.Y)— 15:0-3-0 0-2-01 17:0-5-8 0-2-41 111:03-D 0-3-01 LOADING (pat) SPACING- 2-&0 CS]. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.30 12-14 >999 240 MT20 2441190 TCDL. 7.0 Lumber DOL 1.25 BC 0.77 Ved(TL) -0.52 12-14 >679 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(Q 0.05 9 rVa n/a BCDL 10.0 Code FBC20147TP12007 MamX-AS Weight: 2171b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid calling directly applied. WEBS 1Row at midpt 7-12.5-14 MiTek recommends that Stabilizers and required cross bracing be Installed during Imes erection, In accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 9=1018/0-7-10, 2=202/0-3-8, 14=1794/0-7-10 Max Harz 2=316(LC 11) Max Uplift 9=-480(LC 12), 2=-125(LC 12), 14>877(LC 12) Max Grav 9=1100(LC 18), 2=268(LC 21), 14=1885(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-169/392, 3-4=295/591, 4-5=-143/574, 5-6=-8341704, 6-7— 8341704, 7-8_ 12191828, 8-9=-1829/1061 BOT CHORD 2-14=-428/261, 12-14= 19/320, 11-12= 383/926, 10-11=-834/1545, 9-10=-834/1545 WEBS 3-14=-350/331, 4-14— 275/367, 5-12=-538/978, 6-12=-319/321, 7-12= 363/258, 7-11-193/484,8-11=-705/513, 8-10=0/298,5-14— 1379/888 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=160mph (3-second gust) Vasd=124mph; TCDL=4.2psC BCDL=5.Opsf; h=15f; 8=451t; L=40f; eave=5ft1 Cat. 11; Exp C; Encl., GCpl=0.18; VWFRS (directional) and C-C Extedor(2) -1-0-0 to 3-0-0, Intedor(1) 3-0-0 to 14-8-0, Exterlor(2) 14-8-0 to 30-11-14, Interior(1) 30-11-14 to 40-0-0 zone; cantilever left and right exposed ;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This tmss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 6) ' This rues has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= IO.Opsf. 7) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100lb uplift at joint(s) except at=lb) 9=480, 2=125, 14=877. 8) This truss design requires that a minimum of 7/1 S'structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. Q WARNNG. Vedfyd4 gnpemmereaend READNOTES ON TM9ANDWCLUDEDMREKREFERANCEPAGEAfW4TJrev. le=20156EFOREUSE Design valid form only Wh Mllelc9connectom This dedOn k based only upon paametem shown, and Is form Ific Mdual bulding compomril, not a buss system. Before ram, iNe bilarM designer must verify Ire applicability of design percrncle and! Popedy Incorporate Ink deugn Into Thor overall LcOnli g design. 8rachg BrJkaletl k io aeveni WClding of lndMtlud inns web antl/a cnwtl members only. Atlalliorgl Temporary rntl permanent broclrg MiTek' tlanage. DSB-5erald RMISuildIngCmgtne k il..treWhedfa elivelyoncliononol brollopse wlih possdapersonerm, a NSIMl QualityD5B-69 and 8C31 Building Component faWkaBor storage, dgo"o erection and lxacUg oI reetsystems s 6904 Parke Eest Blvd. 18 N. Lee s Aexcr/IPII VAMCdterta, SNery INormaBon avallabie hom truss Rate BufBute. 218 N.lee etreel, Srlte 312 AlexarAda. VA22314. Tenpe, FL 33610 Job Truss Truss Type Oty, Ply T11724587 504770.PSLP-PIOLUNEK A09 Hip 1 1 ' Job Reference (optional) Tibbetts Lumber, 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Jul 31 13:54:12 2017 Page 1 0&3 ID:GHgVG2e76-E1YuEMmJmnYyIZ4F-73X3pxSGilmshHsgxOGMOyHxC4hzeL1 kFW_oKhlysX6f 113&-00 904 M-2-112 0 2-71 213 6-1.N0.0 0.7--0.102 0r--06 Scale=1:68.9 5x6 = 2x4 II 6x8 = 5 23 24 6 25 26 7 Ill 0 3x6 _ 6x8 = 3x6 = 4x8 = 5,6 = 2x4 11 3x6 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 " BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress incr YES Code FB02014ITP[2007 CS]. TC 0.49 BC 0.72 WB 0.53 Matrix -AS DEFL Ved(LL) Vert(TL) Horz(TL) In (too) Udell Ud -0.26 12-14 >999 240 -0.47 12-14 >767 180 0.04 9 Na Na PLATES GRIP MT20 244/190 Weight 211 Ito FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 WEBS 1 Row at midpl 5-14, 5-12, 7-12 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. ' REACTIONS. (lb/size) 9=1005/Mechanical, 2=159/0-3-8,14=1850/0-8-14 Max Hoe 2=282(LC 11) Max Uplift 9_ 476(LC 12). 2— 109(LC 12), 14=-898(LC 12) Max Gras 9=1086(LC 18), 2=221(LC.21), 14=1923(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 197/482, 3-4=-349/67314-5=-232/661, 5-6=-8937731, 6-7= 8937731, 7-8_ 1329/885, 8-9=-1840/1093 BOT CHORD 2-14=-488/294, 11-12=-470/1045, 10.11_ 874/1563, 9-10= 874/1563 WEBS 3-14=-366/356,4-14=-201/299, 5.14=-1422/952, 5-12=-716/1204, 6-12— 432/443, 7-12=-354/226, 7-11= 163/479, 8-11=-591/461 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=160mph (3-second gust) Vasd=124mph; TCDLsl.2psF, BCDL=5.Opsf; h=15ft; B=451t; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 3-0-0. Interlor(1) 3-0-0 to 13-0-0, Exterlor(2) 13-0-0 to 32-7-14, Interior(1) 32-7-14 to 40-0-0 zone; cantilever left and tight exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This Russ has been designed for a 10.0 pet bottom chord live load nonconcurrent With any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 6) Refer to girder(s) for truss to thus connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at Joint(s) except 61=115) 9=476,2=109,14=898. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. A WARMVG-Vedfydestgnparamef...dREADN07ESON7N/SANDtNCLUDEDNDEKREPERANOEPAGE7447MmJ 1d=er5BU0REU5E Design valld foruseordywlth NNek®connecfom misdodgn bbased oNy upon paraneteiss %vn,antlIsform IndlNdual bunmfg comporient,rot a Uusssystem. Before use, the buntling designer must verity the afrxlcabnlly of rledm parameters and Woperly hcolpaate thisdesign Into the overall buldlrodedgn. Br dngIntlkatedNtoprevembuMWQoflndMNglhussweband/or chord membem only. AGQBonaltempaorymtlpennanenttxacing MiTek' Is always rearmed for stability orW to Prevent collapse with pos a penorwl Mary and property damage. r General gr✓Idance regarding the fabrication, storage, dellvery. erection asd bracing of hu5sesarM husssystems seeANSIIIPtl Cuanty Criteda, DSB49 and BCSI Bunding Component 9904 Parke Eost BNd. Safety INarmanon available Bom Truss Plate IrstiMe. 218 N. Lee street. Suite 312, Nezanddo. VA 22314. Tempe, FL 33610 Truss Truss Type arty Ply T71724588 �Job 770-PSLP-PIOLUNEK A10 Hip 1 1 Job Reference (optional) Tibbetts Lumber Sx6 = 24 8.120 S Jun 222017 Mtl ek Industries, Inc. Mon Jul J113:D4:1J 2u 3x4 = 3x4 = 5x6 = 625 726 27 8 Scale = 1:68.9 3x6 = (be = 5x8 = 3.4 = 5xB = 2x4 11 3x6 = e4-2 11-0.0 2QQ0 29-0-0 34-2-12 42 0-0 8-4-2 2-7-14 &0-0 9-60 52-12 5-Q4 Plate Offsets (XY)-- t5:0-3-0 0-2-0) 18.0-3-0 0.2-01 [12-0-3-12 03-0]j14:0-4-0 0301 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.14 12-13 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.39 12-13 >974 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.52 Horz(TL) 0.06 10 nfa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 213 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 20 SP No.2 BRACING- TOPCHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-14, 7-12 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 10=1076/Mechanical, 2=-8/0-3-8, 15=194610-10-13 Max Holz 2=241(LC 11) Max Uplift 10=-511(LC 12), 2— 199(LC 22),15=-939(LC 12) Max Grav 10=1129(LC 18). 2=55(LC 10), 15=1946(LC 1) FORCES. (Ib) - Max Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3401727, 3-4= 470/868, 6-7=-1258/893, 7-8=-1399/1039, 8-9=-1587/1058, 9-10=-0976/1242 BOT CHORD 2-15=-682/416, 14-15— 805/656, 13-14=-416/941, 12-13=-676/1344, 11-12_ 1019/1694, 10-11=-1019/1694 WEBS 3-15=-313/305, 4-15=-1675/1119, 4-14= 841/1402, 6-14=-1246/835, 6-13=-237/639, 7-13= 347/344, 8-12=-142/407, 9-12=-450/403 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.Opsf; h=151t; B=45ft; L=40ft; eave=5111; Cat. II; Exit C; Encl., GCpi=0.18; MW FRS (directional) and O-C Exterlor(2) -1-0-0 to 3-0-0, Intedof(1) 3-0-0 to 11-0-0, Exterior(2) 11-0-0 to 34-7-14, Intedor(1) 34-7-14 to 40-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0pst. 6) Refer to girder(s) for truss to muse connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ile uplift at joint(s) except Qt=1b) 10=511, 2=199, 15=939. 8) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. . AWARNWG.Vad/ydes/gnperametamend READNOTESONTHOMDWLLUBEDUBEKREFEMNCEPAGE4 74n--fdAt/101SBEFOREUSE u,9M valid for use only x41h MITOM connectors. lhlsdedgn is based only upon parameters shown. and Isfor an IndIvIdual WBtling comporlenl, not ��- a Ines system. Beforeth use, e bWpxl ddesigner must vent' the appiicoel tyoldedgn parcmefers and! properly incorporate the design Into the overall bt9dweloslgn$achdlrx]batetlhlo prevent bucklksp of lntllvklual huss web and/or chortl members oNy. Adaltloral temporary and permanent braclrxl MiTek' k01wc mqubod for statextyarxd to preventcollopse with posscleMemel leery and Property damage. For gerrerd guidance regar5rq Ilse fabrk�.ellon, storage, delivery, moclemand bracing of Inrses arstl humsystems sseAN9171P11 CuaOry Cdlerla, DSB49 and BCst Building Componeru 6904 Parke East SNd. Safely INormallon evc lade ham Tnm Rate Im11Me.218 N. lee sheet. Wte 312 Noxandit VA 22314. Tampa, FL 33610 Job Truss Truss Type pry ply T11724589 604770-PSLP-PIOLUNEK A11 Hip I 1 Job Reference (optional) 1 mUtl115 LUIIIYtlI, UA1 V 5 Jun 24 ZUl I MI 16K Inc. Man Jul J1 13:a4:1 n zvi / Sx8 = 3x4 = 6.00 � 4 25 2627 5 516 = Sx8 6 28 29 So 7 scale = 1.68.9 2x4 \N 2W // 3 6 24 31 32 23 2 0 16 15 14 13 3.6 = 2x4 = ax6 = 3x6 = 12 71 10 3x8 = 3z6 = 3x4 = 46 = w d d 0 0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-OO Plate Gap DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CST. TC 0.66 BC 0.78 WB 0.98 Matnx-AS OEFL- Vert(LL) Vert(TL) Horz(TL) in (too) /dell Ud 0.35 13-15 >999 240 -0.62 13-15 >639 180 0.14 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 198 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 31 -Except' BOT CHORD Rigid ceiling directly applied. 11-14: 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.2 be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=1419/Mechanical, 2=1197/6-10-5, 16=398/0-3-8 Max Horz 2=200(LC 11) Max Uplift 9=-684(LC 12), 2=-666(LC 12), 16=-132(LC 12) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2166/1520, 3-4=-1986/1442, 4-5= 2821/1959, 5-6=-2901/2001, 6-7=-2901/2001, 7-8=-2374/1622, 8-9=-2560/1703 BOT CHORD 2-16=-1255/1859, 15-16=-1255/1859, 13-15=-1045/1754, 12-13=-1662/2821, 10-12-119012108, 9-10=-1403/2218 WEBS 3-15=-214/304,4-13=-782/1304,5-13=-493/456,6-12= 412/434, 7-12— 627/1009, 7-10=-148/357, 8-10_ 238/316 - NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B--15ft1 L=40ft; eave=5f1; Cat 11; Exp C; Encl., GCpI=0.18; MW FRS (directional) and C-C Exteflor(2) -1-0-0 to 3-0-0, Intedor(l) 3-0-0 to 9-0-0, Exleflor(2) 9-0-0 to 36-7-14, Inlerior(1) 36-7-14 to 40-0-0 zone; cantilever left and fight exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 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 IIva load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) 9=684, 2=666, 16=132. 8) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. Q WARNING. Vedydesl9nparamelmand READNOTES ON MIS AND INCLUDED MDEKREFERANLEPAGEM67473 rev. farD]2015GEFOREUSE Design valid for use only kith MReldr connectors. Mdeslgn B based only upon paamoters 9wvnm, mtl Is form Inctldual bantling component, not a frus syslem. Before use, the brIDdig designer must verify the appllcab9ltyof design parametersand properly Incorperale Thistlesign Into ti-o overall bu0dugdeslgn. &acing imitated is to prevent buckJhgofIndividualhussweband/or chord members only. Addllondtemporarymdpermmenlbrachg MiTek' Is always required fa sabely and to pevent collapse,Hh possible personal" amtl popedy damage. For genera gaitlaae regarding the faUltalWn. Statage,delivery, erection and bracing of trusses and ham systems seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Mang rnponenl 6904 Parke East BNd. Safety Information available item Trim pate Institute. 218 N. We Street, Sidle 31%Nexcnd40. VA22314, Tanq,a, FL 33610 Truss Truss Type Oy Ply T11724590 r5ob 0-PSLP-PIOLUNEK Al2 Hip Girder 1 2 Job Reference o Bonal Tibbetts Lumber, B.120 stun 2ZZUly MIIeK Industries, Inc. Mon JUI3113:b4:162U11 6.00 12 Scale=1:70.3 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 616 = _ _ _ _ 2x4 II NAILED NAILED 4x5 NAILED 7� NAILED 415 NAILED NAILED 7x3 NAILED NAILED 6x6 = 3 18 19 20 4 21 22 23 246 25 26 27 6 28 29 30 7 31 32 33 e 9 15 34 35 14 36 37 3873 39 40 M 1242 43 44 1t 45 46 47 4810 4x5 = 2x4 II NAILED NAILED 7n3 NAILED 4x8 = NAILED 7x8 = NAILED NAILED Sx6 = NAILED NAILED 6n6 = HJC26 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED LOADING (lost) TOLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/TPI2007 CSI. TC 0.68 BC 0.85 WB 0.63 Matdx-MS DEAL in Vert(LL) 0.51 Vert(TL) -0.81 Horz(TL) 0.15 (too) Well L/d 13 >942 240 13 >591 180 10 n/a n1a PLATES GRIP MT20 244/190 Weight 5321b FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except' TOP CHORD Structural wood sheathing directly applied or 4-2-4 oc puffins, 1-3: 2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid calling directly applied or 7-5-13 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=3113/0-7-10, 10=3304/Mechanical Max Horz 2=201(LC 8) Max Uplift 2=-1647(LC 8), 10=-1716(LC 8) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6494/3331, 3.4-8731/4589, 4-5-9801/5129, 5-6= 9801/5129, 6-7=-8741/4568, 7-8=-5821/3030 BOT CHORD 2-15=-3023/5746, 14-15=-3018/5717, 13-14=-4605/8786, 12-13=-4584/8794, 11-12— 3071/5920. 10-11=-493/870 WEBS 3-15=-109/741,8-10=-3282/1944,8-11-2852/5620,3-14=-1768/3528,7-11=-2297/1524, 4-14— 1399/1024,7-12=-1680/3218,4-13=-564/1168,6-12=-1237/939,5-13= 720/681, 6-13=-588/1138 NOTES- 1) 2-plytruss to be connected togeiher Wth 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0.9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 Co. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsh h=151t; B=45ft; L=40ft eave=5ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); Cantilever left and fight exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=1b) 2=1647, 10=1716. 10) Use USP HJC26 (With 16d nails Into Girder & 1Od nails into Truss) or equivalent at 7-0-6 from the left end to connect truss(es) to front face of bottom chord. 11) HII all nail holes where hanger is in contact with lumber. 12) "NAILED" Indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidllnes. 13) Hanger(s) or other connection device(s).shell be provided sufficient to support concentrated loads) 3001b down and 355111 up at Q WARNING. VerlfydW9dpetametc..dRE4DN0TES ON TNISAND INCLUDED, NIrEKREFERANCEPAGEM674TJmv. iBNJAN)ISSUDRE USE DeslgnWirt for useany WimMlTeldDConnectors this design Is based only upon parameters staw Cool Is for on trMNdual Wilding componenL not �f- r` o to. system. Before use, Iles Wilting designer must verily the applicability of design parameters and properly Incomolafe fire design Into the overall IxIDding design. Mmc gkwgc l dBt0pevenlWctliWoNndMdualinuswebmttl/orcMrdmem6ersonly Addltlaal lemporory arW peimoneni bracirp MiTek' kaiwalsDmst re e. sNib r/arxlloprovenic Vi Olh pmclepars tam jury antlplopedydomage. Wtgeneralgrl IBuileng Co Blue aril of D38-89 Cssd BCSI Bull4ing Component IalA systems, seeexanaida falxkalbm storage, delivery-rom Parke Ees1 Blvd. VA223C4teda, Russ r Inddxl 16 N. Lea S SalaN InformaXon avdlaWe from Tnas %ate InstiMe, 21B N. Lee 3Ime1, SWie 312 PlexaMDa. VA22314, TerrPa, FL 33610 Terr Job Truss Truss Type Cry Ply T11724590 504770-PSLP-PIOLUNEK Al2 Hip Girder 1 �f G Job Reference footionall Fibbetls Lumber, 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Jul 31 13:54:1 B 2017 Page 2 ID:OMGHgVGe6ryE 1 YuEMmJmnYyfZ4F-ghBCjJNoMiS2?nH51XTgCYBBX6_ljaBvwFfvgysX6Z LOAD CASE(S) Standard 1) Dead+ Roof UVe (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-8=-54, 8-9=-54, 2-10=-20 Concentrated Loads (W) Vert: 3= 165(F) 8=-122(F) 14=-62(F) 15— 3B0(F) 4= 117(F) 18— 117(F) 20=-117(F) 22=117(F) 23= 117(F) 24=-117(Fj 25=-117(F) 26=-117(F) 27= 117(F) 28=-117(F) 29= 117(F)30= 117(F)31=-117(F)32=-117(F)33=-117(F) 34=-62(F) 35=-62(F)36=-62(F)37=-62(F)38=-62(F)39= 62(F)40=-62(F) 41=-62(F) 42=-62(F)43= 62(F) 44_ 62(F)45=-62(F)46=-62(F)47=-62(F) 48=-64(F) Q WARNP/G-Vedyd.1saperameren: end READ NOTES ON MIS AND WCLUDEO MREKREFERANCEPAGEM*703mr . 10N.2201511FOREUSE Design valid for use only with Mlrek®connectors. this design B based only upon parameters shown, arW Is for on Individual b UdnU component, not a laurawstem. Before use. the budalnp desgrer must vedy the OINdlcabllN ofde gn pammetersarW properly hoorporate this design Into the overall bfdkVc,dgn.&achg0oalcafedketopreventWctdirgofHWMduallnnsweband/mct dmembersoNy. Additional temporary, and permanent brocing MiTek' 6atwaysreryffieme. elivery. arWlonre our ingofwHh possmtepisysle hs}AyantlpropeM damalleFo SB-89 end SCUrce regarding floe QualityA223 Coterie.DS&ay end SCSI Bufldln9 Component bracUgofHusseseeSreet. storage,dllableean 6904..FL East BNtl. T=and Sulte31-Nexci/1FIt Safety InOR Solely Information avdlade from truss Nate Imtifute. 218 N.IDe Street. Suite312 Alexmdda. VA 22314. Tenpe, FL 33610 TN68Truss TypeOty Ply T71724591 �504770-PSLP-PIOLUNEK B01 Common 2 1 Job Reference o [ional Tibbetts Lumber, 8.120 s Jun 222017 MiTek lndustnes,Inc. Mon Jul 31 13:54:19 201 45 = 3x4 = axe MT20HS = 3s8 = 30 = ass 11 3x6 = Scale = 1.65.3 P LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FB02014ITP12007 C81. TC 0.54 BC 0.96 WB 0.81 Matrix -AS DEFL. Ved(LL) Veri Ho2(TL) In (loc) I/deft Ud -0.28 10-12 >999 240 -0.5410-12 >742 ISO 0.09 8 Na Na PLATES GRIP MT20 244/190 MT20HS 1871143 Weight 191 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 WEBS 1Row at midpt 6-10.4-10 MITek recommends that Stabiilzers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1306/0-7-10, 8=1233/0-3-8 Max Horz 2=344(LC 11) Max Uplift 2=-659(LC 12), 8=-597(LC 12) Max Grav 2=1375(LC 17), 8=1260(LC 18) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2382/1280, 3-4=-2079/1118, 4-5= 1242/866, 5-6= 1281/881, 6-7=-1008/582, 7-8=-12761741 BOT CHORD 2-12— 1207/2314, 10-12=-811/1710, 9-10— 569/1071 WEBS 5-10=-4561822, 6-9=-54SA16, 7-9= 433/1091, 4-10=-815/554, 4-12_ 166/581, 3-12=-427/419 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2). Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.OpsC h=151t; B=45ft; L=34f1; eave=41t; Cat II; Exp C; Encl., GCpl=0.18: MW FRS (directional) and C-C Exterlor(2) -1-0-0 to 2-4-7, Intedor(l) 2.4-7 to 20-0-0, Exterior(2) 20-0-0 to 23-4-7 zone; cantilever left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psl on the bottom chord in all area where a rectangle 3-6-0 tall by 2-0-0 wide will lit 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 100 lb uplift at Joint(s) except Qt=lb) 2=659, 8=597. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and VT gypsum sheetrock be applied directly to the bottom chord. AWARNWG-y.dfyd.slgnpammef.n. dREAONOTES ON TNISA1rOWCLU0WMNEKREFEAANCEPAGEW74M.m.. 101XV2015BEFORE USE Design valld for use omy Win NNeNtconneclors. This design k boscOt omy upon parametersstwwn. and h for On Inct/dual building component. not a Irus system. Before use. the building designer must verity the Opel,,abllly ofdesign pm merem and propery Incorporate ihh design Into the overall bu9dngdesign. Bra glndlcatedUlolxevenlbmWngoflrxllvklual webarxl/NcWrdmemb mrs y. AddBorvftemporoyandpermonentbrac0g MiTek' Is dwaysregNred for stablityarcl to prevent collapse w h possible persorW 4nuy and properly domage. forgoneralgddoncersgarclirvthe fabrkdbrt storage, delNery. erecllon and bracUq of irusesantl insssystems. seeAN61/iPll Guafity Criteria, D6B29 antl Bc51 Bullding Component 6904 Pork. East SW. 6dey Information ovorable from Trim Race ftflluoe 218 N. use Street. Suite312 AlexmW4a, VA22314. T.w.,FL 33610 Jab Truss Truss Type Oy Ply T11724592 504770-PSLP-PIOLUNEK B02 Hip 1 1 Job Reference o 6onal hbbetts Lumber, 8.120 s Jun 22 2017 MiTek Inc. Mon Jul 31 13:54:20 2017 4.5 = 4xe = 20 11 3x6 = 3.4 = 3x8 MT20HS = 3z8 = 3x4 = 3x4 = 3x6 11 1 10 1ea-aa2o z to3-0 z2-oo 2eD.ae�12 Is-m a1t.11 Scale = 1:66.3 F Plate Offsets (Y Y)- 12:0-2-0,0-1-81, 13:0-3-0,0-3-01. 16:0-5-8.0-2-01,18:0-2-0.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loo) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TO 0.53 Vert(LL) -0.24 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.49 12-14 >819 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress ]nor YES WB 0.58 HOrz(TL) 0.09 9 n/a We BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 216 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=1306/0-7-10, 9=1233/0-3-8 Max Horz 2=325(LC 11) Max Uplift 2= 659(LC 12). 9= 597(LC 12) Max Grav 2=1370(LC 17). 9=1250(LC 18) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid telling directly applied. WEBS 1 Row at midpt 7-11, 6-12, 4-12 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2371/1331, 3-4=-2064/1169, 4-5= 1295/952, 5-6= 1120/931, 6-7= 1251/943, 7-8= 996/612, 8-9= 1261/778 BOT CHORD 2-14- 1285/2291, 12-14=-886/1682, 11-12=-499/1134, 10-11= 606/1054 WEBS 7-10=-548/441, 5-12=-286/427, 6-12= 226/391, 6-11= 97/272, 8-10=-474/1068, 4-12=-7751560, 4-14=-168/579, 3-14=-435/423 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCOL=4.2pst BCDL=S.Opsf; h=1 Sit; B=45ft L=341t; eave=oft Cat. 11; Exp C; Encl., GCpi=0.18;.MW FRS (directional) and C-C Exterlor(2) -1-0-0 to 2-4-7, Interior(1) 2-4-7 to 19-0-0. Extedor(2) 19-0.0 to 21-0-0, Interior(1) 25-9-4 to 33-6-14 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) Provide adequate drainage to prevent water poncling. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 lost bottom chord live load nonconcu rent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opst on the bottom chord In all areas where a rectangle 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 27659, 9--597. 8) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 14° gypsum sheetrock be applied directly to the bottom chord. A& WANNNG-Vedlyd4srgnparamefemaad BEADNOTES ON 7NISANDWCLUDEDMNEKBEFENANLEPAGEM414Mmv. 10=015BEFOBEUSE Design valid for use oNy YAM Mffel0 connectors. INsdedgn b based only upon parameters shown. armtl k form indvidua l building component not a frussysiem. Before use. Me bullding designer must verify the opplicablityof design parameters and properly Incorporate this design Info the overall buRcogdeslgn.BracIng lodicated Islo Prevent Wolfing ofIMNWuol fnssweb unl/or chord members orly. Adtlllbrgl temporary adpormarenl braBg MiTek' k oiwarysrequNedfor stablillymolto prevent collmsew#h possbo Personot" and properly damage. Forgmemguldomceregaullrg Bme fabrioalim. storage, delivery, erection orW bracng of imsesand Busssystems seeANSI/Mil Quality CrltaM, DSB-89 and BCSI Building Component 004 PaAe East Blvd. Salety INormaBon available from Bra Rate InsIIMe, 218 N. Lee Street, Su9fe 312. Plexondila VA 22314. Tanya, FL 33610 Job Truss Truss Type City Ply T11724593 504770-PSLP-PIOLUNEK B03 Hip 1 1 Job Reference o Xonal I lbbew Lumber, 8.120 s Jun 22 2017 Inc. Mon Jul 3113:54212017 4x6 = 4.8 = 19 20 21 6 22 Scale=1:58.9 11 3>6 = 3x4 = 5xe = 3x4 = 3x4 = 3sa II 94-0 l 17-0-0 23.40 28-2-9 33-8-10 9.1-0 7-11-0 6-60 5-2-9 SA1 Plate Offsets (X,Y)— f2:0-2-12,0-1-81. 13:"-0,0-3-01.r6:0-5-4,0-2-01.112:0-4-0,0-3-01 LOADING lost) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.16 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.37 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(Q 0.08 9 n/a Na BCDL 10.0 Code FBC20147TPI2007 Matrix -AS Weight: 206 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 20 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid calling directly applied. WEBS 1Row at mldpt 6-11 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1306/0-7-10, 9=1232/0-3-8 Max Harz 2=285(LC 11) Max Uplift 2=-661(LC 12), 9=-595(LC 12) Max Grav 2=1368(LC 17), 9=1232(LC 1) FORCES. fib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2320/1323, 3-4= 2134/1277, 4-5= 1456/1048, 5-6=-1277/1034, 6-7=-1250/953, 7-8=-1138/756, 8-9= 1180/827 BOT CHORD 2-13=-1268/2201, 12-13=-1030/1812, 11-12=-576/1107, 10-11= 583/965 WEBS 3-13— 308/304, 4-13_ 158/495, 4-12=-669/475, 5-12=-139/365, 6-12=-221/432, 7-11=-79/276, 7-10= 457/406, 8-10= 660/1091 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=151b B=45ft; L=34ft; eave=oft; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Extedor(2) -1-0-0 to 2-4-7, Interior(1) 2-4-7 to 17-0-0, Exterlor(2) 17-0-0 to 27-9-4, Interior(1) 27-9-4 to 33-6-14 zone; cantileverleft and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other Ilve loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle. 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 2=661, 9=595. 7) This truss design requires that a minimum of 7/16" smctural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. A WARNNG-Verifydoslgnperametem. dREAONOTES ON Mrs AND fNCLVVE0MREKREFENANCEVAGEMR74"mre 10/0.i2afsaEF0HEUw. Design valla fa use only v41h MneM connectors. PN deslgr k based only upon Porometers shmm, antl is form Individual Wddng component. not a truss system.Before use, the Wlldng designermussverifytheapplk ityofde glparametesandproperly Incorporateihkdesign Intotheovgdl bIDdrxl design. eracXr9 lndlomed&g prevent WCWlrg oflntlNltlud lruaweb oW/otcMrd members oNV Addtlorwl temporary and pennaneni 6rocBg MiTek' pLvsondhiAl'an the cger F. Oenerdd8k orecran and tocoing, ofwisasmale delivery,romrbn systems s. SI/TRI ualry 1BerengdrsT foxicabdwaysn, storage. DSB-99 antl BCSI Bulldfng Component Tamp Perk. East0 Rat Imilluof18 N.LeeStors Mex dda VA V3Cliterla, WelyItlon.nottone, Safety lNonnaXon avallOtle from Tim Rare lmliMe. 218 N. Lee Srreei, S4te 312 AIexgWda. VAY2314. Tanga, FL 33610 Truss Truss Type CryPly-- r60'4770PSUPPIOLUNEK �B04 Hip 1 1 Job Reference (optional) Tibbetts Lumber, 8.120 s Jun 222017 MiTek Industries, Inc. Mon Jul 31 13:54:22 2017 6.00 12 4x6 = 3x4 = 4x5 19 5 6 Scale=1:59.1 3x6 = 2x4 ;I 3x4 = 3x6 = 6x6 = k698 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CST. TC 0.62 BC 0.94 WB 0.30 Matrix -AS DEFL Vert( Vert(TL) HOrz(fL) In (loc) I/deft Ud -0.31 10-12 >999 240 -0.61 10.12 >661 180 0.10 9 n1a Na PLATES GRIP MT20 244/190 Weight: 195 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP NO.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 3-12. 5-12, 5-10, 7-9 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (IlaSIze) 2=1307/0-7-10, 9=1231/0-3-8 Max Horz 2=245(LC 11) Max Uplift 2=-663(LC 12). 9= 593(LC 12) Max Grav 2=1352(LC 17). 9=1263(LC 18) FORCES. (lb) - Max. Comp./Max Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2233/1327, 3-4=-1658/1102, 4-5=-1445/1102, 5-6=-1112/878, 6-7= 1265/919 BOT CHORD 2-13=-1260/2082, 12-13=-1262/2080, 10-12=-801/1391, 9-10= 554/851 WEBS 3-13=0/273,3-12=-662/501,4-12— 153f426, 5-10=-493(379, 6-10=-159/366, 7-10=-84/458, 7-9=-1308/887 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=160mph (3-second gust) Vasd=124mph; TCDL--4.2psi; BCDL=5.Opsf; h=15ft B--45ft; L=34ft; eave--4ft; Cat. II; Exp C; Encl.. GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-7, Interior(1) 2-4-7 to 15-0-0, Fxtedor(2) 15-0-0 to 29-9-4. Interior(1) 29-9-4 to 33-6-14 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide Wit 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 100 Ito uplift at joint(s) except Qtdb) 2=663, 9=593. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. Q WARNWG-Vedyydesfgnp8MM19Mand READ NOTES ON TMSANOMCLUDEDMNEKREFEMNCEPAGEM&74nwr 1M320i5BEFOREUSE Design vold for use only with tvNek6D conrvsciors. Thhdeslgn k bawd only upon parameters shown. and kfon an hdlvducl buRding component, not a t'. system. Before lae, the bullang designer must vedty the opolcabAlty of design parameters and popedy incorporate rah design Into the overall btcligdedgn. aachglntlicatedbtopevent WckingofintliN lhusswebcrdimchondmembersoNy. Aticgllorgl temporary antl pertnanenl bracing {k MiTek' katways tequkeu fa atobtityanur to pevent collapse with poWN. personal hjury and popeny damage. Fa general grOdmce regardhg the fobdcation. storage. delivery. erecton on i bracing of In nse5and tmasyOeM%seeANSI `WW1 Quality Criteria, DS1349 cnd 6C51 BuI g Component 6904 Parka Eest Blvd. Safety Informafion available hum Truss Plate institute. 218 N. lee Street. Suite 312. Alexandria. VA22314. Tanya, FL 33610 Truss Tmss TypePiyT11724595 r5O'4770-PSLP-PIOLUNEK BOS Hip 1 1 �J.bReference (ootonall Tibbetts Lumber, 8.120 s Jun 22 2017 MiTek Industnes, Inc. Mon Jul 31 13:5423 2017 Page i ID:OMGHgVGe6ryE1YuEMmJmnYyIZ4F.Ae_5m1 RxBE4L6YA3X427vcu3971GOyCf2CzGauysX6U 1-0-q 6-94 13-0-0 20-0-0 27-0-0 33.8.10 4-0-0 14.4 6-2-12 70 1 7.0 1 6-8-10 axe = 2x4 II 4 19 20 21 5 22 4x8 = Scale =1:58.2 11 L 3x6 = 2x4 11 3x4 = 3z4 = 3x6 = 3.4 = 3x6 11 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 PlateClip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014fTP12007 CS'_ TC 0.56 BC 0.59 WI3 0.74 Matrix -AS DEFL Vert(LL) Vert(TL) HOrz(TL) in (hoc) Wall L/d 0.15 12-13 >999 240 -0.28 12-13 >999 180 0.09 8 We WE PLATES GRIP MT20 244/190 Weight: 191 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling directly applied. WEBS 2x4 SP No.2 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1305/0-7-10, 8=1234/0-3-8 Max Horz 2=213(LC 12) Max Uplift 2=-662(LC 12), 8= 594(LC 12) Max Grav 2=1350(LC 17), 8=1234(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2330/1396, 3-4=-181011187, 4-5=-1563/l 181, 5-6= 1563/1181, 6-7=-12381836, 7-8=-11701852 BOT CHORD 2-13=1345/2155, 12-13=-1345/2155, 10-12=-953/1639, 9-10= 611/1035 WEBS 3-12=-585/439,4-12=-127/472, 5-10=-418/404, 6-10=-476987, 6-9=-337/354, 7-9=-636/1125 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=5.Opsf; h=1 Sit; B=45ft; L=34ft; eave=4fl; Cal. II; Exp C; Encl., GCpi=0.18: MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-7, Interlor(1) 2-4-7 to 13-0-0, Exterior(2) 13-0-0 to 31-9-4, Intedor(1) 31-9-4 to 33.6-14 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any otter members, with BCDL= I0.Opsf. 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift at joint($) except (It=lb) 2=662, 8=594. 7) This truss design requires that a minimum of 7/16" stmctural wood sheathing be applied directly to the top chord and 14" gypsum sheetrock be applied directly to the bottom chord. A WARNING -Verirydds/g.,eMmeI..dREAD NOTES ON TNI$ANB INCLUDEDl4REKREFELINCEPAGEM07473reV. ITIXV 015BEFOREUSE ■ Deslglsvald far use only Win MJTek®conrlecfors.this design k based only open parameters shown. and is for an Individual building component, nol ■` a husystem. Before use, the id g dedgner must sally Ile appicablly of design parameters and properly Incorporate iNs design Into the overall bW bu0dngdOsign. 2rac gBdkatetlhloVeventbucklirgoftrtlNkluolhussweband/wcMrdmemb mrs y. Admnoroltemporaryalstlpermanentbracing MiTek' k orways requkad far stabNly and to peseni collapse%VM poss"o personal hyay and property damage. For general gWdance regarding Ore fabnicaikm, stomge, delivery. erection and Dra=lrg of Imsses and loss systems seeANSI/IPII Oualily Criteria, DSB419 and ll Sl Building Component 004 Parke East BNd. Salary Information avdlable from Truss Plate Institute. 218 N. lee Sheet. Suite 31Z Nexaxlda, VA 22314. Taa a, FL ant m Job Truss Truss Type Oty, Ply T11724596 504770-PSLP-PIOLUNEK �B06 Roof Special 1 1 Job Reference (oOlionall Tibbetts Lumber, 8.120 s Jun 222017 MiTek Industries, Inc. Mon Jul 31 13:54:24 2017 Scale = 1:59.4 4n6 = 3x4 = 3x4 = 4x5 = 2x4 II O 10 3x6 = 2x4 11 3x8 = 3xa MT20HS = 3x4 = 4XS = 3u6 11 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014RPI2007 CSI. TC 0.40 BC 0.83 WB 0.38 Matrix -AS DEFL. Vert() Vert(TL) Horz(TL) In (roc) Well L/d -0.17 13-15 >999 240 -0.4513-15 >897 180 0.11 11 rVa n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight 192lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 5-15. 6-12 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer installation guide. REACTIONS. (Ib/size) 11=1234/0-3-8, 2=1305fO-7-10 Max Horz 2=284(LC 12) Max Uplift 11=-603(LC 12). 2=-653(LC 12) Max Grav 11=1234(LC 1), 2=1338(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 gb) or less except when shown. TOP CHORD 2-3— 2308/1327, 3-4-1934/1186, 4-5=-171611154, 5-6= 1841/1164, 6-7=-9331634, 7-8=-1022/633, 8-9=-10131622, 9-11 =-1 203/781 BOT CHORD 2-16= 138212091, 15-16= 1382/2091, 13-15-1215/1908, 12-13=-1053/1647 WEBS 3-15— 427/328,4-15=-2081557, 5-15=-393Y201, 6-13=-123/451, 6-12=-9951655, 7-12=0/269, 9-12=-686/1112 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=l24mph; TCDL=4.2psf; BCDL=5.Opsf; h=151t B=45ft; L=34ff; eave--ift Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-7, Interior(l) 2-4-7 to 11-0-0, Extertor(2) 11-0-0 to 30-11-1, Interior(1) 30-11-1 to 33-6-14 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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 I Iva load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qtdb) 11 603, 2=653. 8) This muse design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and W" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical pudin representation does not depict the size or the orientation of the pudln along the top and/or bottom chord. O WARNWG-Vem E4slgnpexemet...dRD%DN07ES ON T MANDWCLUDWMf KREPERANCEPAGEM674T4mv. 1NaTQD15,D FORE USE Design xald foruse only with Mnek®connectors. Risdesion Isbasedonlyupon parametersstro and Isform6sdlvidual buidingcomponent.nol a fnm system. Before use. the building designer must verify the appllcobllty of design poromeiers ontl properly Incorporate ih6 deslgn Info the overall butdlrgdoslgm@acingBWlcm,xiIstoprevembuckling olBcAvIduallnmweband/or chord membersoNY Atic➢Ilonaltemporarymtlpertnanenilxackg MiTek' 6 dways reauked fa stablllly and topevenl crollapxf wllh possmie personal Njuryantl propedydanme. F.DSB4eral guMmCuffdhg[ mitre and bracng of seeexan PII Ctltarla, D5BA9 antl BCSl BuiltlNg Com{wnent 6904PeR. East BNd. Tarryo, FL 33610 18 N.lorxlroet Sufemz Infanaflon ovdibleerecflm VA 223 Safety Inlarmallon avallade from truss Rate IruiltNe, 218 N. Lee Street, State 312 Alexordna. VA22314. safety Truss Truss Type Oty PlyT11724597 7PS,ob LP-PIOLUNEK B07 Half Hip i 1 Job Reference (opdonall Tibbetts Lumber, - 8.120 s Jun 222017 MiTek Industries, Inc. Mon Jul 31 13:5425 2017 Page 1 ID:OMGHgVGe6ryE1YUEMmJmnYyfZ4F-716sBjSBisK3LsKRfV5T_I_NnxODureAW WSWfnysX6S 1-0-q 6-3-6 9-0-0 17-3-7 2ti5� 33-8-10 �1-UO 6-3-6 2-8-10 f— 8-3-7 8-1-11 8-3-7 a Scale = 1:58.4 48 = 3x4 = 6k6 = 3x4 = 1 17 5 18 6 19 20 f 3x6 = 3x4 = SIB = 3.4 = 6x6 = . LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014TFP12007 CSI. TC 0.68 BC 0.81 WB 0.77 Matrix -AS DEFL. In Ven(LL) 0.22 Vert(TL) -0.42 Horz(TL) 0.13 (too) Wall Ud 10 >999 240 9-10 >958 180 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 175 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling directly applied. WEBS 2x4 SP No.2 WEBS 1 Row at mldpt 5-9, 6-8 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8=1231/0-3-8, 2=1308/0-7-10 Max Harz 2=283(LC 12) Max Uplift 8=-602(LC 12). 2=-654(LC 12) FORCES. (Ib) - Max Comp./Max. Ten. - All forces 250 fib) or less except when shown. TOP CHORD 2-3= 2202/1378, 3-4=-2018/1305, 4-5= 2332(1495, 5-6=-1749/1089 BOT CHORD 2-11=-1423/1899, 10-11=-122B/1794, 9-10= 1502/2336, 8-9=-1085/1733 WEBS 3-11_ 224/288, 4-11= 124/369,4-10=-348/707,5-9=-673/473, 6-9=-137/582, 6-8=-1943/1217 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=151t; B--15ft; L=341t; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -1-0-0 to 2-4-7, Inte tor(1) 2-4-7 to 9-0-0, Exlerior(2) 9-0-0 to 13-9-4 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) Provide adequate drainage to -prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of Imss to bearing plate capable of withstanding 100 lb uplift at joints) except gt=lb) 8=602, 2=654. 7) This Imes design requires that a minimum of 7/16' structural wood sheathing be applied directly to the lop chord and W gypsum sheetrock be applied dlrectly to the bottom chord. Q WARNING- Vedlydede peremet..d READNOTES ON T MOWCLUDEDM1 KREFERANO PAGEM 74M.V.. 10=&ISBEFORE USE Design vdld foruse only wlih Mirelde corulactom ink design Is based only Upon parameters shown, and Is for an iWivltlual bu9Wng component not o truss system. Before use, Iha biding desrgmr must verify the appllcob Ity otdeslgn parametersoral properly incorporate this design Into Inc, overall bulcingdeslgn. BracingBWkbledIstoprevent bucklmgofBMNltluallrulsweband/orclsordmembers only. Addlionaltemporaryandpemonenlbracirg MiTek' kalwaysrequIred for state) ty and to Wovent collapse Win posuble peaonal t*ay antl property dcsm ge. rd generd gi&faoe regrnmrg the faMMnlbrt storage. tlelNery, erec8onantl bradng of Inrssesantl truss systems seeAN51/TPII Huaaty Cdteria, DSB-89 and BCSI BuIlding Component 6904 Parke East Blvd. selety INormaecn ovdiabie from Tess Plate Institute, 218 N. tee street: Suite 31Z Alexandria. VA 22314. Tarrpa, FL 33610 bTruss Truss Type Dry Ply T11724598 4770-PSLP-PIOLUNEK r5O 608 Half Hip Girder 1 2 Job Reference (oplionall Tibbetts Lumber, 8.120SJun222017MITeKInduStries.mc. Mon Ju13113:54:Z820l/ 6.00 12 4x6 = Special 4.8 = NAILED NAILED NAILED NAILED NAILED NAILED 3x4 = NAILED NAILED 5x6 = NAILED NAILED 3x4 = NAILED 16 17 18 4 19 20 2122 5 23 24 25 6 26 12 29 Hr4 II NAILED Special 30 31 11 32 NAILED 5x6 = NAILED NAILED 33 NAILED 34 10 NAILED3x4 = NAILED 36 37 NAILED NAILED a 5x6 = NAILED NAILED 38 39 NAILED NAILED Scale=1:58.4 NAILED 3x4 II 287 6x6 = NAILED LOADING (psi) TCLL 20.0 TCDL 7.0 BCLIL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Gdp DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014fFP12007 CS'. TC 0.55 BC 0.95 WB 1.00 Matrix -MS DEFL. Vert(LL) Vert(TL) Horz(TL) in (too) Wait Ud 0.33 10-11 >999 240 -0.58 10-11 >692 180 0.17 a n/a n/a PLATES GRIP MT20 244/190 Weight: 340 T=20% Ib F LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD Structural wood sheathing directly applied or 5-1-10 oc pudins, 3-5: 2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid telling directly applied or 6-10-9 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 8=2824/0-3-8, 2=2606/0-7-10 Max Harz 2=230(LC 25) Max Uplift 8=-1472(LC 8), 2=-1382(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 5063/2572, 3-4=-6505/3416, 4-5=-6374/3323, 5-6=-4359/2264, 7-8=-372/348 BOT CHORD 2-12= 2367/4444, 11-12=-2368/4467, 10-11=-3445/6535, 9-10=-3326/6357, 8-9=-224614298 WEBS 3-12=-19/671,3-11=-1191/2371,4-11=761/710, 5-10=0/577, 5-9=2293/1218, 6-9=-436/1480, 6-8=-4792/2506 NOTES- 1) 2-plytruss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL13.2psf; BCDL=5.0psl; h=15ft; B=45ft; L=34fh eave=4h; Cat. 11; Eep C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) " This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3S0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=1472, 2=1382. 9) 'NAILED' Indicates 3-1 Did (0.148"x3') or 3-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficlent to support concentrated load(s) 300 lb down and 3541b up at 7-0-0 on top chord, and 380 lb down and 145 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard O WARNwG-V.dyd.4/9npA2mefem Aad REAONOTES ON TNISMDMCLUVWMREKREPERANCEPAGEM 74".m.. RLD MSBEFOREUSE Dedgn valM fa use ody Wlh M0el0conneciors. INsdedgn kbased oNy Won pmomefers dwvm, antl h for m bWlvkfual building component. not a tnas system. Befae use, the WIKAng designer must verify the croolcaUlly ofdeAgn parameters and properly Incomorate this dedgn Into the overall dIDdrxldedgn.Mochglntlka istorxeventWcMingofln9v LK4tnm band/orcWdmembenoNy.AtltLllonal temporary andpermmenlWaciry MOW k always requAed fa stab6ilyalW Io prevent collapse svBh possmle personal Nblr' arxl gopedy damage. For genial guId--regardug the fabdwibr storage, deMery, erecllonarxt bracing of InmesarW M1usssyslems seeAN5UTP11 QuaStyCdteda, DSB-69 and BC51 BuBding Component 004 Pa*o Eas Blvd. safety Information walabie from Tat Plate Irclitute. 218 N. tee Street. SWte312. Alexandda. VA22314. Tarry., FL 33610 Job Truss Truss Type aly Ply T11724598 504770-PSLP-PIOLUNEK BOB Half Hip Girder 1 2 Job Reference (optional) Tibbetts Lumber, 8.120 s Jun 222017 MiTek Industries, Inc. Mon Jul 31 13:54:28 2017 Page ID:OMGHgVGe6ryE1 YuEMmJmnYyfZ4F-XcnykV4?nidCJ20KdeAcfcw48Nk59JCCTgEF5ysX6P LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-7=-54, 8-13=-20 Concentmted Loads (W) Vert: 3-165(B) 12=-380(B) 9=-62(B) 6_ 117(B) 16=-117(B) 17-117(B) 18=-117(B) 19= 117(B) 20=-117(B) 22= 117(B) 23=-117(B) 24=-117(B) 25— 117(B) 26=-117(B) 27=-117(B) 28=-132(B) 29=-62(B) 30=-62(B) 31= 62(B) 32=-62(B) 33-62(B) 34= 62(B) 35-62(B) 36-62(B) 37= 62(B) 38=-62(B) 39= 62(B) 40=-69(B) O WARNING. VedtydesignpardmetarsandREADNOTESONTHASANDWCLUDEOMRKREFERANCEPAGEMR74TJmv./W0.YL0159EFOREUSE Design vdid for use only W ffi Miteldy comicalom RJsdedon Is based only Won poromefers shown. antl b for m hdMdual buOWg component. not ��• a truss system. Before use, the widlrm designer mull vedly the applicahilly of design parwneters and properly Incoryorate this design Into the overall bldwdeslgu.&adn9 Indicated is to boldig of lndNiduol hussweb and/or chord members only. AtlGllorwltemporarymdpermanentbacirg Wek' prevent b dwaysre<1Jsedfor slobAlry antl to prevent collcnse wllh possmle persond Nhay and property Waage. fw general gWdmce regatdug ttre storage. s Gdteda, O58-89 arM BC51 Bu11ding Component of 118 6904 Porke d. Plate tut N. toe Sheet Wfe31 Plexa dfla VA 223 Safety Inlarma6on oWlable hom truss Plate Ins111sDe, 21B N.lee Sheet Sdfe312 Plexandda. VA 22314. safetyInfor availableromi Truss 3WIOEW TarrOa. FL 33610 Truss Tmss Type Qy PlyTI 17245994770-PSLP-PIOLUNEK r50ob C01 Common 1 1 Job Reference (optional) Tibbetts Lumber, 8.120 s Jun 222017 MiTek industries. Inc. Mon Jul 3113:54292017 6x6 = Scale=1:47.2 3x4 = 3x8 MT20HS = sxe = 314 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Gap OIL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/rPI2007 CS1. TC 0.70 BC 0.84 W B 0.70 Matrix -AS DEFL VerftUQ Vea(Q Horz(TL) Attic In (loc) Wall Ud -0.63 12-14 >474 240 -1.07 12-14 >280 180 0.06 10 n/a n/a -0.44 12-14 228 360 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 1131b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied. BOTCHORD 2x4SP M31 BOTCHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation uitle. REACTIONS. (lb/size) 2=1062/0-7-10, 10=106210-7-10 Max Harz 2=-252(LC 10) Max Uplift 2=-464(LC 12), 1 0= 464(1_C 12) Max Grav 2=1260(LC 18). 10=1260(LC 19) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (to) or less except when shown. TOP CHORD 2.3= 2189/826, 3-4=-1918/687, 4-5=-1539/668, 5-6=104/671, 6-7=-104/672, 7-8=-153B/668, 8-9=-1917/687, 9-10=-2191/826 BOT CHORD 2-14=-602/2081,12-14=342/1674,10-12---601/1914 WEBS 5-15=-23431838, 7-15=-23431838, 8-12= 76/717, 9-12= 499/317, 4-14=-761717, 3-14=-497/317 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=5.Opsf; h=1511; B=45ft; L=25ft; eave=4f1; Cat. II; Exp C; Encl., GCpl=0.18: MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-6-0, Extedor(2) 12-6-0 to 15-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 4-5. 7-8.5-15, 7-15 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-14 8) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=464, 10=464. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the lop chord and W gypsum sheetrock be applied directly to the bottom chord. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. A WARNING-Vedlydedgnpe otemmdREAONOTESOMMMANDMOLUOEOMREKREFERANLEPAGEM674 M. 1013320156EFOREUSE Design vdi l toruseoNyvAth Millek®conrrectors, flLLvdeslan 4basedoNyupon parometeisshown, antl Istoon IndividualbuldIngcomponent.not ��• a fuas system. Before use. Itrebdldlrg designer must veefy f re appilcobliNofdosgn paaneterscra properly Incorporate this design Into the overall bo,drgdesign. Brmhlgkidbat 6topreveMWckilWotlrrd Umltmsswe imcMrdmembersoNy. Addllonaltempoarymdpemn ntbraclrg MiTek' hoiwaysn, storage, elivety. aWtonand!lbroeg of with prang personal tipsy onrllxopeM danage. FoSBn89 d BCSI ce reng C..poe Criteria, GSB-89 and BC5l Building Component tably o218 uNorrar 5904PoFL East BNtl. ric VA 223lity N. LeeSM1al, Sulemz Icto ante crora lefroeclbn Notbradng SN®ly INarmaHon avdlada from, Orm Rafe V¢11Me. 218 N. Lee 5treeh State 312 Plexarxira VA 22314. Terrye, FL 33610 Job Truss Truss Type Oty Ply T11724600 504770-PSLP-PIOLUNEK CO2 Common 4 1 Job Reference (optional) Tibbetts Lumber, 8.120 s Jun 22 2017 MiTek Intlustdes, Inc. Mon Jul 31 13:64:302017 Page 1 ID:QMGHgVGe6ryE1 YUEMnWmnYWZ4F-T_vIEQW KXOzLRdCPS2geh4hEJy4wZeivfn9HK-ysx6N -1-0.0 411-11 8-0-4 70-23 70.10�012-6-0 14-2-0 lA-&1316-7-12 20-0.5 24J-14 �7-0.0 411-11 3-0-9 1 1-9-15 -7-1 1-e-0 1--&0 &49 4-7.9 �1 0 5x6 = 3x6 = 3x4 = 3x8 MT20H5 = 415 = aa4 = &4.4 16-7-12 24.7-14 8-0-4 B-3-8 8-0.2 Scale = I A6.3 Plate Offsets (X,Y)- f2:0-2-12,0-1-e1. 110:0-0-O,0.0-151 LOADING (psi) SPACING- 2-0-0 CS]. DEFL. in (loc) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.70 Vert(LL) -0.64 11-13 >464 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(fL) -1.0711-13 >276 180 MT20HS 187/143 BOLL 0.0 ' Rep Stress [nor YES WB 0.69 HOrz(Q 0.06 10 n/a n/a BCDL 10.0 Code FB02014ITP12007 Matrix -AS Attic -0.44 11-13 225 360 Weight: 111 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP M 31 WEBS 2X4 SP No.2 WEDGE Right: 2x4 SP No.3 REACTIONS. (lb/size) 10=984/0-3-8, 2=1061/0-7-10 Max Horz 2=243(LC 11) Max Uplift 10=-379(LC 12). 2=-464(LC 12) Max Grew 10=1181(LC 19), 2=1249(LC 18) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer .Installation guide. FORCES. fib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2172/827, 3-4-1920/687, 4-5-1541/668, 5.6_ 105/660, 6-7- 104/673, 7-8-1518/674, e-9= 1893/699, 9-10-2197/851 BOT CHORD 2-13=-640/2039, 11-13=-382/1629, 10-11=-663/1908 WEBS 5-14-2322/851, 7-14-23221851. 8-11- 89l718, 9-11=-505/343, 4-13= 767715, 3-13=-500/317 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsh h=15fh B--lSft L=251h eav"- fl; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(l) 2-0-0 to 12-6-0. Extehor(2) 12-6-0 to 15-6.0 zone; cantilever left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise Indicated. , 4) This truss has been designed fora 10.0 pat bottom chard live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.0psi on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-14, 7-14 7) Bottom chord live load (40.0 pso and additional bottom chord dead load (5.0 psf) applied only to room. 11-13 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 6t=1b) 10=379, 2=764. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 14 gypsum sheetrock be applied directly to the bottom chord. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Job Truss Truss Type pry Piy T11724601 504770-PSLP-PIOLUNEK CO3 Common 1 1 Job Reference (optiona0 Tibbetts Lumber, 8.120 a Jun 222017 MiTek Industries, Inc. Mon Jul 31 13:54:31 2017 Page 1 I D:OMGHgVGe6ryE 1 YuEM mJmnYyfZ4F-xBT7RmXyli5C3nnb?mCtDI EP6MDAIZV2uRvmOysX6M 11-10-9 131-7 14-9-13 4-11-11 B-0.0 10-2.3 1 -10 2.6 14-2-0 16-7-12 20-05 242.14 1-0-0 4-11-11 L-041 1-9-15 .7-1 1.0.9 -]- 9 -]-1 1.945 349 4-7-9 G-7-7 Scale=1:45.1 4x5 = it 6 7 4x 4x5 = - - 3.6 = 3A = 3x8 MT20HS= 45 = kR8 Plate Offsets(XY)- 12:0-2-120-1-81 f5:Edpe0-4-4118:Edge,0-0-01 fi1:0-&0.0-0-151 LOADING (psi) SPACING- 2-0.0 CSI. DEFL in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.63 12-14 >468 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -1.06 12-14 >279 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.78 Horz(TL) 0.06 11 Na Na BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Attic -0.4412-14 225 360 Weight: 111 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 *Except' TOP CHORD Structural mod sheathing directly applied. 6-7: 2x4 SP No.2 BOT CHORD Rigid calling directly applied. BOT CHORD 2x4 SP M 31 1 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer I WEDGE Installation aulde. Right 2x4 SP No.3 REACTIONS. (Ielsize) 11=984/0-3-8,2=1061/0-7-10 Max Horz 2=233(LC 11) Max Uplift 11=-379(LC 12). 2=-464(LC 12) Max Grav ll=1184(LC 19), 2=1251(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (to) or less except when shown. TOP CHORD 23=-2172/881, 3-4= 1919/744, 4-5= 1541/721, 5-6= 143/766. 7-8= 143(782, &9=-1522//22,9-10=-1895/748, 10-11=-2202/893, 6-7=-165/888 BOTCHORD 2-14=-700/2037,12-14=429/1631,11-12=699/1912 WEBS 5-15=-2499/958, 15-16=-2474/950, 8-16=-2487/960, 9-12=-92/716, 10-12=-499/340, 4-14- 85/713, &14= 496/331 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Ops1; h=151C B=45ft; L=25fC eave=oft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Inledor(1) 2-0-0 to 11-10-9, Exterior(2) 11-10-9 to 13-1-7, Interior(1) 17-4-6 to 24-7-14 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. ' 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psi) on member(s). 4-5. 8-9. 5-15, 15-16, 8-16 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room.12-14 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 11=379, 2=464. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the lop chord and %" gypsum sheetrock be applied directly to the bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. A WARNING- Ved/ydes/gnpefanefamand READNOTE50NTMSANOWCLUDEDMREKREFERANCEPAGEMDT4T3rex. 10=2015eEFOREUSE DedgnvdldforuseoNyw4ihMek®connectors. dedMkbasedoNyuponp=ometmshown.and IsforanhdMdud Widingcompatent,not ��' a imsssysfem. Before use, the Wilding designer must vei(y the appticaboty of design poiameten afM poperly hcotporme M design Into the overall buBtlirg dedgn. WacinglrWkdedkto WKiding of NtlNaud imsweb and/or chord members oNy. Atldnonal temporary arW Permartenl WadnO MiTek' peveN hdwaffr. storage,lion ontl sysfems se IPII Cdteda, DSB-69 and 8C518u9ding Component slaWiiry ontllopevenicom,Of trwoes ndit se MI Is aWkItlpropeMdanage. FagenerandRCSItceregardm on69Msolely storage, tleotele Parke East BNd. Whitt . 18 N. Lee S eot exan VA223Quality Sarery INormaBon avcitade fiord Truss Plate WtiMe, 218 N. Lee Sheaf. Site 312 Alexarsdd¢ VA22314. information from Tain Tanya. FL 33610 Job Truss Truss Type Oty, Ply T11724602 504770-PSLP-PIOLUNEK C04 Hip 1 1 Job Reference o tlonal Tibbetts Lumber, 8.120 s Jun 222017 MiTek Industries. Inc. Mon Jul 31 13:54:32 2017 11 4.5 = 4x5 = Scale =1 A4.0 3x4 = 2x4 II 3z4 = 5x6 = 2x4 11 3x4 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.39 BC 0.44 WB 0.33 Mabix-AS DEFL Vert(LL) Vert(TL) HOrz(Q in (lac) Vdefl Ud -0.12 11-12 >999 240 -0.22 11-12 >999 180 0.06 7 rVa n/a PLATES GRIP MT20 2441190 Weight: 1231b FT=20% LUMBER- ' BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation aulde. REACTIONS. (lb/size) 2=97910-7-10, 7=979/0-7-10 Max Hom 2=224(LC 11) Max Uplift 2= 514(LC 12), 7=-514(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1600/985, 3-4=-1181/829, 4-5=-1001/806, 5-6— 1189/833, 6-7=-1599/985 BOT CHORD 2-12= 754/1490, 11-12= 754/1490, 10.11=-428/1043, 9-10=-768/1374, 7-9=-768/1374 WEBS 3-11=-518/391, 4-11=-146/310, 5-10=-149/309, 6-10=-513/390 ' NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=451t; L=25ft; eave=oft; Cat. II; Exp C; Encl.. GCpl=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-0-0, Interlor(1) 2-0-0 to 11-0-0. Exterior(2) 11-0.0 to 14-0-0, Interior(1) 18-2-15 to 26-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-9 wide will fit between the bottom chord will any other members, with BCDL= IO.Opsf. 6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100lb uplift at)oint(s) except Qt=lb) 2=514, 7=514. 7) This truss design requires that a minimum of 7/16" structural. wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. A WARNING. VedydeslanpurnmatarcandFEADNOTE50N TH15 AND P'CLUDEDMREKBEFEBANCEPAGEM674"m,. fatUlon5BEFOBEUSE Design vdb for use only with Mnekb connectors. lNsdeLgn k based only upon parameters shown. and Is form krtllNdud lull component, not o truss system. Before use, the bulldA designer must vedy the appllcabllly ofdesignp ometers and properly incolporale this design Into the overall bWCNrpdeslgn &ackg OicAcated Bio prevent Wcklkg of lrbNklual lrusswebaM/or ctard membersoNY. Atic11110r teMp Cffyntlpermarlenibractng MiTek' k dwaysnequkedfor slobhly anxt to prevent collaixs Win possble pewnai MpAy orb property carnal For 9enerol giild®lce regardig itre fabr altoR storage. dervery, erection and bracing of trusses and Irm sysfems, seeANSI/tPll Quality Criteria, DS849 and BC51 BuOdng Component 69U Pmke Eest Blvd. Solely Information available from, Russ Rate Institute. 218 N. tee street S4te312. Ploxand4a VA22314. Tempo, i- 33610 Job Truss Truss Type Cry Ply T71724603 504770-PSLP-PIOLUNEK COS Hip 1 1 Job Reference (optionall Tibbetts Lumber, 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Jul 31 13:54:332017 Page 1 ID:OMGHgVGe6ryElYuEMmJmnYy1Z4F-uZbtsSZCgJLwl4x_7BE WjJoX98Omd_LUOywIySX6K 1-40 6-3-6 9-0.0 16.0-0 18-8.10 25a- 26-0.0 -0-01 6&6 2-8-10 7-0-0 2-840 i 6-3-6 1-0.0 Scale=1:44.0 4a6 = 4x8 = 4 20 21 22 23 5 1 3 a 3x6 _ 3x8 = 3x4 = 3x4 = 3x6 = ]g LOADING (psi) TOLL 20.0 TCDL 7.0 BOLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber 1.25 Rep Stress Incr YES Code FBC2014/fP12007 CS]. TC 0.51 BC 0.66 WB 0.14 Matrix -AS DEFL. In Vert(LL) -0.12 Vert(TL) -0.31 Hore(Q 0.06 (loc) Well Ud 9-17 >999 240 9-17 >956 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 1171b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid Calling directly applied. WEBS 2x4 SP No.2 - MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=979/0-7-10, 7=979/0-7-10 Max Horz 2=187(LC 11) Max Uplift 2=-514(LC 12). 7=-514(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1491/1013,3-4_ 1299/939,4-5=-1145/898,5-6= 1298/939,6-7= 1490/1013 BOT CHORD 2-11=-760/1268, 9-11=-576/1145, 7-9=-77PJ1268 WEBS 3-11= 239/292, 4-11=112/348, 5-9= 138/348, 6-9=-240/292 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psC BCDL--5.Opsf; h=1 Sit; B=451t; L=25f1; eave=oft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Extedor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9.0-0, Exteri 9-0-0 to 20-2-15, Interior(1) 20-2-15 to 26-0-0 zone; cantilever left and tight exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss 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 20.Opsf on the bottom chord in aI I areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ' 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b upl lit at joint(s) except Qt=1b) 2=514, 7=514. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %a" gypsum sheetrock be applied directly to the bottom chord. A WARNNG- Vedfydeegnparemetema dR ADNOTESONT ANDWCLUGEOMNEKNEFERANLEPAGEM474n.r ..1d 158EFONEUSE Design valid for use on1y Wth MlleMconnecfors. iNsdeslgn is based only upon paametels shown. and Is form individual buAtlkxl component, not a Imss system. Before use, Itre building designer must vedy the appllcoblly ofdmrgn paianeters antl properly incorporate Ins design Into the overall bufldogdesign. BracingnsdicatedlstopreventbuddingofIndividuallnmweband/orcliordmemoersonly. AGglbrwliemporayandpelmanenlbracIng MiTek' Is always required for sta Iy and to wevenl collapse tvlih possible personal kW aW popady danage. For general guidance regarding the fabrkatbrt storage, delivery. erecfion antl bracIrG of ruses and truss systems s N51/Tl I Quarry CSlferlo, D51149 and BCSI Building Component 6904 Parke East Blvd. 5alay Intormadon aval.U. from Iran Rate In56Me, 218 N. lee Street. 94te 312. Alexandria, VA22314. Tana., FL 33610 Job Truss Truss Type Oly Piy T71724604 604770-PSLP-PIOLUNEK C06 Hip Girder 1 1 [job Reference (optional) 11 bbetts LumDer, 8.120 s Jun 22 2017 MlTek Industries, Inc. Mon Jul 31 13:54:34 2017 m �1 Special _ NAILED 4'B 2x4 II NAILED NAILED NAILED NAILED 3 17 1a 4 19 20 Special 4xe = Scale = I A4.0 4.5 = 2x4 It NAILED NAILED 6xe = NAILED NAILED 2x4 II 4x5 = Special NAILED Special 7-0.0 i 12-6-0 18-0-0 25-M 7-0-0 660 56-0 I 7-0-0 Plate Offsets MY)— 13:0.5-4,0.2-01, f5:0-54,0.2-01. 19:0-4-0,0-3-01 LOADING (psi SPACING- 2-0-0 CSI. DEFL in (too) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.21 9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Ven(TL) -0.36 8-9 >834 180 - BCLL 0.0 ' Rep Stress Incr NO WB 0.39 Hoa(rL) 0.11 6 rula n/a BCDL 10.0 Code FBC2014/FPI2007 Matrix -MS Weight: 113 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 2=1971/0-7-10, 6=1971/0-7-10 Max Horz 2=150(LC 24) Max Uplift 2=-1065(LC 8), 6=-1065(LC 8) FORCES. (lb) - Max. COmpJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3671/1884, 34=4063/2204, 4-5= 4063/2204, 5.6=-3671/1884 BOT CHORD 2-10=-1522/3202, 9-10=-1524/3224, 8-9=-1524/3224, 6-8=-1522/3202 WEBS 3-10=-40/637, 3-9=-556/1059, 4-9-769/714, 5-9-556/1059, 5-8=-40/637 BRACING - TOP CHORD Structural mod sheathing directly applied or 3-6-9 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-4-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDLu4.2psh BCDL=5.OpsF h=15ft; B=451t; L=25ft; eave=oft; Cat. II; Exp C; Encl., GCp1=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qtdb) 2=1065,6=1065. 7) "NAILED' indicates 3-1 Od (0.148°x3°) or 3-12d (0.148"0.25°) toe -nails per NDS guitllines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 300 Ib down and 351 Ito up at 7-0-0, and 300lb down and 351 It, up at 18-0-0 on top chord, and 380 lb down and 1451b up at 7-0-0, and 3801b down and 145 lb up at 17-11-4 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 Was are noted as front (F) or back (B). LOAD CASES) Standard 1) Dead+ Reef Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Unlf6nm Loads (pit) Vert 1-3— 54, 3-5— 54, 5-7— 54, 11-14— 20 Concentrated Loads (Ib) Vert: 3=-165(F) 5=-165(F) 10=-380(F)9=-62(F)4=117(F)8=-380(F) 17=-117(F) 18=-117(F) 19-117(F) 20=-117(F) 21=-62(F)22=-62(F)23=-62(F)24=-62(F) A WARNING-Vadyy Reggnparemefessand READ NOTES ON TMe ANDINLLUDWO KREFER MN PAGEM674TJrev. fN0220r5eEFORE USE ' Design vdld for use onlywlRl Mirek®connectors th tlesgn b based only upon Ixxamefers mown. and! Is for an bavldu s "cling component, not a tnatsyslem. Before use. the b ildrg designer must verily the oplancobilN of design parometersontl propeily hcorporate fhb design Into the overall buhdngdeegn.lkmhglndbatedLlopreveNlwr.ItllrgorindNklual weband/actwrdmembersoNy. Addllonaitempororyadpemgnentbrochg MiTek' Slavery lcollcpse with posrsd persaxi NayaxlProPerty for Bdwaysn, GaroSty, Me. systemst SB-89 codBCsIrceang Cornthe storage,erectionRWlxaGrg of DMerb, DSB-89 arW BCSI Bu9dn9Component n.storage,dlable(rons 6.,,,., Pence . Tan 18N. Lee Street Alexandrll VA223 Salty INormallon avc9ode Bom Truss Plate Institute. 2le N. Lee Sheet. State 312 Alexmdtla VA22314. Safely 33610Sact Terrya, FL 3a6f0 Job Truss Truss Type pry Ply T11724605 50 7770-PSLP-PIOLUNEK C07 Half Hip 1 1 Job Reference (optranal) Tibbetts Lumber, 8.120 s Jun 222017 MiTek Industries. Inc. Mon Jul 31 13:54:352017 I ] 0 Scale=1:43.1 4x6 = Sze = 3x4 11 16 17 3x6 = 3x8 = aza _ 2x4 I 6x6 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.50 BC 0.76 WB 0.42 Matrix -AS DEFL. Vert(LI) Vert(TL) Horz(TL) in (too) Udall Ud -0.15 10-13 >999 240 -0.39 10-13 >761 180 0.06 7 r9a n/a PLATES GRIP MT20 244/190 Weight: 130 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4,SP No.2 WEBS 1Row at mldpt 5-7 MiTek recommends that Stabilizers and required cross bracing be Installed dudng truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=895/0.3-8, 2=973/0-7-10 Max Harz 2=303(LC 12) Max Uplift 7=-455(LC 12), 2=-482(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1537/993, 3-4=-1271/793, 4-5=-10941797 - BOTCHORD 2-1 0=-1 124/1333, 8-10-681/1004. 7-8-681/1004 WEBS 3-10= 319/368,4-10=-6/321, 5-8=0/296,5-7=-1174/800 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=151t; B=45ft; L=2511; eave=4ft; Cat. II; Exp C; Encl.. GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -1-0-0 to 2-0-0, Inter-or(l) 2-0-0 to 9-9-0, Extedor(2) 9-9-0 to 13-11-15 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psi on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=455, 2=482. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. ,&WARNING. Vcmt dIrsl,. rametersandaEADNOTE50N TKISANDPIOLUDEDMDEKBEFERANCEPAGEM0.74TJmv. IM113=5BEFORE USE Design Vusm. useO lnogdrat Milek®connectors... ��• dOSIM omroetels andpoprm VefY Ina 0 ICCIAn Ofmis descomPoneover atrusssys gn.eforetie-the WBd6 tdeslpner must Ing oche ooPlaahnty of and/Parameters be Isom.. dclonalle pdesign Info theoverall use,Ih 6W dedpn. a only. Additional temporaryxndpcmmmentbradrg MiTek' h possIDle persorc9 ntl property tl4n�e. rd l BBa�Ce m p the d G re"ad r fllty 0Wev ntcafl cssvitoftrrtlivitleallrussweband/orciwrGmdcrna for stobfllty� to lxevenicdl�ol l %See ofIm�. systems seeANslgrll SB-69 Plat Cpfatla, D58-89 and BCSI Bo0dln9 Component t at e, d.liv.1w. ding Parke ebd. WelcatbRstorage,,dIcUe,erectbn hWtut LeeSrea VA223 Solely INormaxon avdlade from ima Plate InsflMe. 21a N.lae Street. Suite 312 Nexantld4 VA22374. 3361Eam Tanga, FL 33610 T. Job Truss Truss Type Cry Ply T11724606 504770-PSLP-PIOLUNEK COB Half Hip 1 1 Job Reference o iional Tibbetts Lumber, 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Jul 31 4x8 = 15 3x4 = 16 17 4 18 19 Scale=1:43.0 30 = 3x6 = 2x4 II Jx4 — 314 = 6x6 = 7-1047 16-2-15 24-7-6 7-10-8 B-4.7 84-7 Plate Offsets(XY)— f3.O-5-4O-2-01 I5:Ed0e0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.11 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.29 6-7 >999 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.54 HOrz(Q 0.06 6 rda n/a BCDL 10.0 Code FBC2014/TPI2007 Matdx-AS Weight 119 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 2=975/0-7-10, 6=890/0-3-0 Max Horz 2=253(LC 12) Max Uplift 2=498(LC 12), 6=437(L0 12) FORCES. gb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 1451/826, 3-4— 1326/849 BOT CHORD 2-9=-857/1215, 7-9=-854/1221, 6-7=-849/1326 WEBS 3-9=0/315, 4-7=0/323, 4-6= 1415/908 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1Row at midpt 4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF BCDL=5.Opsf; 4=151t; B=45f ; L=251r, eave--4ft; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterlor(2) -1-0-0 to 2-0-0. Interior(1) 2-0-0 to 7-10-8, Extedor(2) 7-10-8 to 12-1-7 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 - 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle M-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=498, 6=437. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. A WARNWG- Ved/ydesfgnparamerersandf? 4DNOTES ON TNISA DMCLNOEOMREKREFERANCEPAGEMP7473mK 10=20169EFOREOSE Design vdld roruse only wtih MRekbconrrectm. 11wde 1rm h based only upon parameters slaws. antl h for an Individual Wilding component, rat a truss system. Before rae. lire buildng deggrar must veily the oppEcobYlly of dedgn parameters and properly incorporate Bris design Into the overall bArNgtlesgn. wacingindlcaled6topreventb kiingoflntlNldudhumw band/mctwrdmeMb Mrs Y. Atldlioraltempororyandpelmaranibackg MiTek' hotwaysregdred for daWlty arntlto prevent collapse whin possOie wraai,d"M antl propedydmnage. Fa gerrerd gdtlance regardng the fabk:albo, storage, delivery, erection and bracing of hussesand hussmfems seeANSI/rPlt 9uaBN Criteria, DSB.89 and BCSI Building Component 6904 Parke East Bhd. Watt, Information ovmabe Rom Tnas Rate kaiute, 218 N. lee sheet. Sdte312. Alexandria VA22314. Temps, FL 33610 Job Truss Truss Type pty Ply T71724607 504770-PSLP-PIOLUNEK C09 Half Hip Girder 1 1 Job Reference (optional) Tibbetts Lumber, 8.120 s Jun 222017 MiTek Industries, Inc. Mon Jul 31 13:54:37 2017 Pagel ID:OMGHgVGe6ryE1 YUEMmJmnYyfZ4F-mLgOipcjuYtMniEIMOIITZUONmROiHYxGNM944ysX6G 5-10.8 12-2-1 18-3-13 24-7-6 )1.0.0 1 5-10.8 63-9 6-1-13 6-3-9 NAILED NAILED NAILED 418 = _ _ NAILED NAILED NAILED 3x4 — NAILED NAILED 6xe NAILED Scale=1:43.0 Special 4.5 II 4x5 = 2x4 II NAILED NAREU 6x6 = NAILED NAILED 3x4 = NAILED NAILED 6x6 = Special NAILED NAILED NAILED LOADING (psf) TCLL 20.0 TCDL 7.0 BOLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Gap DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/TPI2007 CSI. TC 0.64 BC 0.98 WB 0.75 Matax-MS DEFL. In Vert(LL) 0.25 Vert(Q -0.45 Hoa(TL) 0.13 (too) Vdefl Ud 9 >999 240 9-10 >652 180 7 n/a n/a PLATES GRIP MT20 2441190 Weight: 121 Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 *Except' TOP CHORD Structural wood sheathing directly applied or 2-10-11 oc puffins. 1-3: 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid calling directly applied or 4-9-2 oc bracing. 7-9: 2x4 SP M 31 WEBS 1 Row at midpt 5-7 WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS, (lb/size) 7=2074/0-3-0, 2=1735/0-7-10 Max Horz 2=199(LC 8) Max Uplift 7=-1133(LC 8), 2_ 933(LC 8) FORCES. (Ib) - Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 3233/1628, 3-4-3899/2067, 4-5-3076/1659, 6-7=492/365 BOT CHORD 2-10=-1513/2824, 9-10=-1514/2846, 8-9=-2086/3910, 7-8-1653/3042 WEBS 3-10=-11/537, 3-9=-632/1226,4-9=-244/395,4-8=-936/475, 5-8=-118,793, 5-7-328311781 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDLd.Opsf; h=1511; B=451t; L=250b eave--4ff; Cal. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate gap DOL=1.60 3) Provide adequate drainage to prevent water pounding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of tnlss to bearing plate capable of withstanding 100lb uplift at jolnt(s) except Qt=1b) 7=1133,2=933. 7) "NAILED" indicates 3-1 Did (0.148'x3') or 2-12d (0.148'x3.25") toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided suiiiclent to support concentrated load(s) 368 Ib down and 307 lb up at 23-0-12 on top chord, and 276 lb down and 1181b up at 5-10-8 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) Standard 1) Dead + Roof Uve (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert 1-3=-54, 3-6=-54, 7-11=-20 Job Truss ype pry Ply T11724607 504770-PSLP-PIOLUNEK C09 7H,1fGirder 1 1 Job Reference o banal Tibbetts Lumber, 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Jul 31 13:54:37 2017 Page 2 ID:OMGHgVGe6ryE1 YuEMmJmnYyfZ4F-mLgOipcjuYrMniEIM011TZUONmROiHYxGNM944ysX6G LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3= 70(B) 10= 276(B) 15= 87(B) 16_ 87(B) 18= 87(B) 19=-87(B) 21=-87(B) 22= 87(B) 23= 89(B) 24-173(B) 25=-368(B) 26=-50(13) 27= 50(B) 28=-50(B) 29--50(8) 30=-50(B)31=-50(B)32=-52(B)33=-56(B)34=-41(8) O WARNING-Ved/ydeslgnparemetaxend REAONO ES ON THMANDINCLUDMUM KREPERANCEPAGE6 7473ay. 1G 01511EPORE USE Designvalid for use only wnhMiTek®connectors. Ns design Is based only upon paameters s own, and N for an Individual b2dhg comps nt not ��- a truss system. Before use. live Wcfing designer must verlty itQ applicaUlty of desgn parameters and property Incoryaate this design Into the overall brAGrxl design. &who(r0dlc rod Isla prevent WcW[W oltrelvidual tmssweb and/or clrord members only. AGNtlonoltemporayadpermatenfbodng MiTek' h ahvays requred for slablity and to prevent collapse v lh possmle personal kyay and poperly Carnage. For general guUalce regadhrg the fabecatlorL storage,delivery, aecilon and broclw of hisses and tens systems seeANSI/T9r1 Quality Werra,DSB-89 and 11CS1 Building Component ON Perke East BNd. Safety IrdommRon makabo fran Russ Plate Ins11Me. 218 N. lee street, sure 31Z Plexanodc. VA 22314. Tovpa, FL 33610 Job Truss Truss Type Oty Ply T11724808 504770-PSLP-PIOLUNEK CA Comer Jack 17 TJb Reference o Banal Tibbetts Lumber, 8.120 s Jun 22 2017 MiTek Industries. Inc. Mon Jul 31 13:64:372017 LOADING (ps, SPACING- 2-0-0 CS'_ Di in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Verl(LL) 0.00 5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Ved(TL) -0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(Q 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=9/Mechanical, 2=118/0-7-10, 4=0/Mechanical Max Horz 2=67(LC 12) Max Uplift 3— 6(LC 9), 2=-129(LC 12) Max Grav 3=12(LC 17), 2=11 B(LC 1).4=20(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. I Scale =1:7.0 PLATES GRIP MT20 244/190 Weight: 5lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ff; eave=oft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Jolnt(s) 3 except gt=lb) 2=129. A WARNWG- Verifydenlgnpmameren:endREADNDTES ON MSMDWCLUDEDMREKREFERANCEPAGEM67473mv. fa=i?VISBEORE USE Designvalidforuse oNywllh NNeWconnectors. i design BbasedoNyupon paamelersshown,and Is foran hdvldad WIdW componentno a hues system. Bef«e use, the bulldog designer must vedfy the applicaNity of design parameters anal pop:dy hcosporate 1Ns design Into the overdl bui[dirgdWgn. Brmhglnd(cafe NfopeventwcMingoflndvWuallmssweba /orchmdmemb moNy. Mdffonalfemporafy n pemn nlumm MiTek' tsahvatsm stcige.,delbelW.ef topeventachUotiAlh possNltpe tmhseergpop rlytWnage. Fo)SB-89 aldBbncereggCom,so storage. tleMery, ere of Ctltetla, D6B-69 and SCSI Building Component 6ee4 Parke BNtl. True, Plato 18 N. toc S rm 1. Sute 31 Alexandra VA22y smery InformvBon available from True, %ale "Me. 21a N.lee Street.6Wie312 P1oxaMda VA22314. Well Information Tango, FL 336ID 3361 Truss Truss Type Cry Ply T11724609 L50b 70-PSLP-PIOLUNEK CJ2 Comer Jack 1 t Job Reference (optional) I Wells LUmaer, a. 1GV stun" zui, MI I OK lnanameS, Inc. Man Jul Jl 1J:YI:Jtl ZU II i 2x4 = Scale =1:7.0 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.01 Ved(LL) -0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Ved(TL) -0.00 7 >999 180 BOLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(TL) -0.00 3 nta n/a BCDL 10.0 Code FB02014/rPI2007 Matrix -MP Weight: 4lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=19/Mechanical, 2=58/0-7-10, 4=14/Mechanical Max Horz 2=40(LC 12) Max Uplift 3=-16(LC 12). 2=-39(LC 12), 4=-4(LC 12) Max Grev 3=22(LC 17). 2=58(LC 1).4=1 G(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (I c) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pur ins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabllizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCOL=S.Opsf; h=15ft; B=45ft', L=24ft; eave=4f ; Cat. II; Exp C; Encl., GCp1=0.18; MW FRS (directional) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces 13 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 3, 2, 4. OWA MING-Vedydedgnperdnretersand RE UNOTES ON TMSANOINCLUOEOMMEKNEFEAANCEPAGEMW4Mnn, 14 20158EFOHEUSE Design valld for use oNy MM MneWconnectom TNsdedttn b bated only upon Pammefen Ane m. and h for an IMlveact buldIng component, not �� atreasystem. Beforeuse. line, bWkkng designer must vedy the a pp4IcdAty.fde9gn parametersand piop ily Incorporate thb dedgn Into the overall bulldnadeslgn. Ba;fnglndica islowevenfWcidUgofirglviduollnnswebarOlwchordmemb mr y. AddlbrwllernWaryandpennarentbrocing MiTeW Is axvays required for stability and to,ravenl collapse wllh pos o Personal klhlry and poperly damage. For general guidance regwmrg the tobrlcatlon.storage, delNery, erecflon antl bracing of lntaes and Ines systems.s NSI/TPII Quality Cdfedu, OSB49 and BCSl Building Component 69M Parke East BNd. Sufery INormanon avaliable from Tam Plate WMe, 216 N. Lee Street SWte31Y, nexanddm VA22314. TaWa, FL 336I0 Job Truss Truss Type py Ply T11724610 604770-PSLP-PIOLUNEK CJ3 Comer Jack 13 1 Job Reference (optional) Tibbetts Lumber, 8.120 s Jun 222017 MiTek Industries, Inc. Mon Jul 31 13:54:39 2017 2x4 = Scale: 1'=I' 3-0-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (too) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.01 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Veri -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n(a BCDL 10.0 Code FBC2014fTP12007 Matrix -MP Weight 11 Ib FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=65/Mechanlcal, 2=172/0-7-10, 4=35/Mechanical Max Horz 2=120(LC 12) Max Uplift 3=-60(LC 12), 2=-120(LC 12) Max Grav 3=73(LC 17), 2=172(LC 1), 4=51(LC 3) FORCES. (lb) - Max. Comp.(Max. Ten. -All forces 250 fib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation quide. NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15f1; B=45ft; L=24ft: eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exlertor(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 2-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber D0L--1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3 except Qt=lb) 2=120. AWARNING -VerlfydoegnparamefersamIREADN0779ONWISAND rNCLUDEOMREKREFERANCEPAGEMM174Mrev.f0/C3/MISBEFOREUSE D rsn vald form oNywlth MRelsDconnoctors.INs design is based only Won parametersstrown, and b for an kldlvkival buYWlg component net a Russ system. Befae use, the W lding designer must verify the oppllcatAily of design parametersond properly hcorPorate its5 design into the overall buBrBngdeugn. &achgln aledktoprevenib ldir ofhdNldta tnsWw C W UChotdmembersoNy. Addllon temporaryMdpe a ntb=[W MiTek' k alwaysmcuredfor stabW anal to prevent collameilh possble person hlury aril properly tlamage. For general Q lcauce regarding Rse (aMcatbn storage, deltim. erection antl brat rV of trusses antl Inns systems seeANSI/lPII CuaiBy CNerla, DSB49 and BCal Building Component 69D4 Pork. East BW. Safety IMormallon available from Truss Fate Ins iMe. 218 N. tee atmal. suite 31Z Nexordlla VA22314. Tempe, FL =10 Job Truss Truss Type Ory Ply T11724611 504770-PSLP-PIOLUNEK CJ4 Corner Jack 1 1 Job Reference (optional) Nbbeds Lumber, 8.120 s Jun 22 2017 MITek Industries, Inc. Mon Jul 31 13:54:392017 Page 1 ID:OMGHgVGe6ryE1 YUEMmJmnYyIZ4F-ijy97VdzP95317OSTRLmY_ZuiaKrAMhEkhrGezysX6E -0-4-0 3-0-0 0 4-0 3-0.0 Scale: l'=1' 2K4 = 3-0-0 LOADING (pst) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.14 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.01 4-7 >999 180 BOLL 0.0 ' Rep Stress incr YES WB 0.00 HoaCTL) -0.00 3 n/a Iva BCDL 10.0 Code FBC2014fFP12007 Matrix -MP Weight: lO lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=68/Mechanical,2=128/0-7-10,4=39/Mechanical Max Horz 2=92(LC 12) Max Uplift 3=-66(LC 12), 2— 57(LG 12), 4=-5(LC 12) Max Grav 3=77(LC 17), 2=128(LC 1), 4=52(LC 3) FORCES. Qb) - Max. Comp./Max. Ten. -All forces 250 (lb)or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during Imes erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=241t; eave=41h Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) 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 2) This tmss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 3) ' This Buss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to Buss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3, 2, 4. Q WARNLVG-Verily Ees/gn pasmetereeACREAONOTES ON TNISAND INCLUOEO MDrEKREFERANLEPAGEM674?3rev. 1dV3/Ml5 BEFOREUSE ■' Erosion valid for use only wllh Mnek®connectors. Ms design h base! only upon parametersstrown. cruel War an hdlNtlual Wilding component.ml r` a Inds system. Before use. the Wlldng designer marl verify the appllcaUlty of design paramelersOnd propery Incorporate rah dmlgn Into the overall budIdngdesm. BrmBQ(ndk:al NlopfeventWWhvoflrKUMudtmsswe uW/orcMdmembersoNy. AddllionaltemporaryandpermaremIxacing MiTek' Is dwaysregdred for stability and to prevent collapse with poffile parsond trhAy credit property damorIe. For genera 9rAdaK%e regadng lire labdcalbn. storage, delNem erecBon orb bracirg of mmesorw hussystems seeANsl/IPII 49uo9ty Criteria, DSB-99 asW BCSI Buliding Companenl 69M Parke Erel BNd. Safety INormoson ovdloble from Rue, Rate Imtitule.218 N. lee Street. Suite 312, Alerevaldc, VA MIA Taupe, FL M10 Job Truss Truss Type Cry ply T11724612 504770-PSLP-PIOLUNEK CJ5 Corner Jack 10 1 Job Reference (optional) IDDettS Lumber, 0.120 s Jun 22 2017 MiTek Industries, Inc. Mon Jul 31 13:64:40 2017 3.4 = Scale=1:17.9 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in (fee) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.45 Vert(LL) 0.06 4.7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.07 4-7 >856 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n1a BCDL 10.0 Code FBC2014/rP12007 Matrix -AS Weight 181b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=118/Mechanical, 2=242/0-7-10, 4=60/Mechanical Max Horz 2=173(LC 12) Max Uplift 3=114(LC 12), 2=-136(LC 12) Max Gmv 3=133(LC 17), 2=242(LC 1), 4=87(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=S.Opsf; h=1511; B=45ib L=2411; eave=oft Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0. Intedor(1) 2-0-0 to 4-11-4 zone; cantilever left and fight exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 3=114, 2=136. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 15" gypsum sheetrock be applied directly to the bottom chord. Truss Truss Type Oy Ply T11724613 r5O'4770-PSLP-PIOLUNEK EO1 Hip Girder 1 2 Job Reference o tional Tibbetts Lumber, 8.120 s Jun 22 2017 MiTek Inc. Mon Jul 3113:54:412017 i Sx6 = 5x6 = 15 16 Scale =125.1 5.6 = 6x6 = ...o - ,- 6x6 = .5x6 THD26-2 THD26 Plate Offsets ()Ln- f2:0-3-0 D-2-131 14:0-3-0.0-2-01 15:0-3-0 0-2-01 17:0-3-0.0-2-131 18:0-3-0 0-4-01 (9:0-0-00-0-121, f10:0-3-004-01 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.50 Vert(LL) 0.14 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.24 B-9 >730 180 BOLL 0.0 ' Rep Stress Incr NO WB 0.36 HorzCTQ 0.05 7 n(a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Weight: 1631b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-5 oc pur ins. BOT CHORD 2x6 SP DSS BOT CHORD Rigid calling directly applied or 9-1-8 oc bracing. WEBS 2x4 SP No.2 REACTIONS. Qb/size) 7=4779/0-7-10, 2=3075/0-7-10 Max Horz 2=121(LC 7) Max Uplift 7= 2397(LC 8), 2=-1611(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 6214/3145, 3-4=-6211/3219, 4-5=-7164/3716, 5-6= 9203/4709, 6-7=-9219/4643 BOT CHORD 2-10=-2754/5533, 9-10- 2838/5716, 8-9=-3105/6253, 7-8=-4092/8214 WEBS 4-10=-471/490, 4-9=-1602/3219,5-9- 1014/2043, 5.8=-1461/2914 NOTES- 1) 2-ply truss to be connected together with 1 did (0.131'x3') nalls as follows: Top chords connected as follows: 2x4 - 1 row at 0.9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf; h=1511; 8=45ft; L=24ft1 eave=4ft Cat. 11; Exp C; Encl., GCpi=o.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any otherlive loads. 7) ' This truss has been designed for a live load of 20.Opst on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except 61=11b) 7=2397, 2=1611. 9) Use USP THD26-2 (With 116d nails Into Girder 81Od nails into Truss) or equivalent at 7-1-8 from the left end to connect tmss(es) to back face of bottom chord. 10) Use LISP THD26 (With 16d nails Into Girder & NA9D nails Into Truss) or equivalent spaced at 2-0-0 oc max. starting at 9-0-12 from the left end to 13-0-12 to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is In contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4= 54, 4-5= 54, 5-7=-54, 2-7=-20 Q WARNING- Ver/rydaggri Pammet...dREAD NOTES ON THIS AND INCLUDED MNEKRUERANCE PAGEM 7473mv. I&IMOISEEFOREUSE Deslgsv ldfauseoNywtth Mg-mcorvrectoa. Mdeslgrhbased.dyuponparametens marld Isfwankldvidual Wldkxlcomponent.I a tsusssWem. Before use. the dildng designer must varty the oppllcablity ofdesgn parameters and properly incorpotate Ih5 design Into the overall brgalng design. Brmtng lnd aIW 6 to prevenl WCklVg of BVSMtlual In web and/or chord memben ody. A tla Temporary and pen nt Moolno isq Well( b always recored far stabBlly arvi to prevent collapse with possitle peaorW ks}Ay and properly damage. For general guldarce renardng the foedcalbn. storage, delivery. erection and bracing of Inures and furs sysleam ewANSI/IPlI Quality CdIe4a, DSB49 and Bc5l Building component 6904 Parke East Bind. Safety INormahoo evaBoble from Tr=Rate InstiMo. 218 N. Lee street. Sulte312. Alexandria. VA22314. Ta6ga, % 33610 Job Truss Truss Type pry Ply T71724613 504770-PSLP-PIOLUNEK E01 Hip Girder 1 2 Job Reference (ootionall 1 ibbetts Lumber, LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 9=-3284(B)8= 1058(B)17=-1399(B)18=-993(B) 8.120 s Jun 222017 MiTek Industries, Inc. Mon Jul 3113:54:412017 Page ID:QMGHgVGe6ryEtYuEMmJmnYy24F-f64VYBID=LnGJYWbsNEdPegbOWNeBVXB7KNDrysX6C Q WARNWG-Vadfydax1gnpammel..dREAON07E5 ON TNBANOWCLUOEOM KRUERANCEYAGEF 74TJfev./B'0.t1f015BEMREUSE Dedgn valld for use only Wh A9rekO connectors.) design 6 based only upon parameters Movm. and Is for an htllvIdual Mdhg component not a tons system. Before use. the CWlding dedgner must verify the appllcabilty of design parametersand go,orly racorporafe fhb deslgn Into the overall buddmgdesign. ikachghrdiodedisfogevent WcldWQOflndlvlduolhusswebad/orchofdmembersoNy AddllomltempWary ontl permanent braGrig MiTek' m fff gevenicollopsewlRr possRde mtlgopedytlomage. .DSB49falgiicJaKerepar mr n SySdhhOY fowaflm stlrede,del eiy, and bracOrg, D5B4t9 arM BCSI Buedfng Component seelexandr esaWhel. storage,dilablerom Sulems VAMCdteda, Truss WalcalO 218 Salary INormaeon available ham truss Plate Institute, 218 N.IRe Slreel. Sdte 312 Alexandria. VA22314. Ta"a, L33610Blvd. Tarrpa, FL 33610 Job Truss Truss Type Oly Ply T11724614 504770-PSLP-PIOLUNEK E02 Hip Girder 1 1 ' Job Reference (optional 8.120 s Jun 222017 MiTek Industries. Inc. Mon Jul 3113:54:422017 Tibbetts Lumber, Special 415 = Special NAILED NAILED 4.5 = 15 16 17 4 Scale=1:25.7 2x411 2x411 3x6 = Special Special Gxs Plate Offsets(XY)-- f2:0-6-00-0-61 I5:0-G00-0.61 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. In (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.10 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.16 7-8 >999 180 BCLL 0.0 ' Rep Stress [nor NO WB 0:12 Horz(TL) 0.04 5 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 54lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 2=1058/0-7-10, 5=1021/0-7-10 Max Horz 2=109(LC 7) Meer Uplift 2=-605(LC 8). 5=-554(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3-1832/970, 3-4— 1610/922, 4-5= 1832/970 BOT CHORD 2-8=-778/1582, 7-8=-785/1610, 5-7— 777/1582 WEBS 3-8— 143/520. 4-7=-1421520 BRACING - TOP CHORD Structural wood sheathing directly applied or4-2-11 oc purtins. BOT CHORD Rigid calling di really applied or 6-5-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance With Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15111; B=45ft; L=24ft•, eave=4ft; Cat. II; Fxp C; Encl., GCpl=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrenl with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at Joint(s) except 6t=1b) 2=605, 5=554. 7) "NAILED' Indicates 3-10d (0.148°x3°) or 3-126(0.148°x3.25°) toe -nails per NDS guldlines. 8) Hangens) or other connection device(s) shall be provided sufficient to support concentrated load(s) 153 D down and 231 lb up at 5-0-0, and 153111 down and 231 Ib up at 9-5-0 on top chord, and 271 Ito down and 1331b up at 5-0-0, and 271 Ib down and 133 Ib up at 9-4-4 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) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3-54, 3-4=-54, 4-6=-54, 9-12— 20 Concentrated Loads (D) Vert: 3— 52(F) 4=-52(F) 8=-264(F) 7=-264(F) 15— 16(F) 17= 16(F) 18=-137(F) 19— 137(F) OWARNING. V mydeslgnparemererseedREAO NOTES ON THIS AND INCLUOEDM17EKREFERANCEPAGEMI174"mx 111003soISSUOREUSE Design valid for use only with Mlletddoonnectom this design G based only upon parameters draw and Is far a1 Individual buNdhg component.not a true syslem. Boras, uw. the butane designer must verly the applicoonly of tleslgn parameters arM properly Incorporate tlt5 tleslgn Into me overall buldng tleslgn. Brool lndicei L to rxevenl booWmg of Individual huaweb arWOr chard members oNy. Addhanal temporary, and permanent bracing MiTekQu�tV' k always regi9retl (or slmilityand to prevent coilcpse wlih possble peiwrxD h}Ay and propeM dame. Fw gener=d BCSItNII&ngdre itte bR stooge.delivery,erection antl IRI DSB-0g and BC51 euilang Component Parke Eost BNd. Instr tof18 N.LeeShet, suiemc$Alexan VAMCdtedD, Sataly Information avdld9e from truss Plate mstitute, 218 N. Lee Street, suite Plexandtla VA22314. WelyI T. Tarrpo, FL 31610 Job Truss Truss Type Oty Ply T11724615 504770-PSLP-PIOLUNEK EJ2 Jack -Open 2 1 Job Reference (optional) Tibbetts Lumber, 2x4 = 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Jul 31 13:64.43 2017 Page 1 ID:OMGHgVGe6ryE1 YuEMmJmnYyIZ4F-bUBfzsgUTObVVdiviHPijgkcmeju6AgpfJpTHkysX6A LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate GOP DOL 1.25 TC 0.01 van(LL) -0.00 6 >999 240 'TOOL 7.0 Lumber DOL 1.25 BC 0.01 Ven(rL) -0.00 6 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. Qb/size) 1=37/0-7-10, 2=20/Mechanical, 3=16/Mechanical Male Horz 1=26(LC 12) Max Uplift 1=-10(LC 12), 2=-18(LC 12), 3=-7(LC 12) Max Grav 1=37(LC 1).2=23(LC 17). 3=17(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale = 1:7.0 PLATES GRIP MT20 244/190 Weight 3lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD Rigid telling directly applied or 1"-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft L=241t; eave=4f ; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This buss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s)1, 2, 3. ,&WARNING-vedrydastgnper4metemweFREAONOMS ON MIS AND WCLUDEOMRTKREFERANCEPAGEM0.74Mrev. 1012320ISSEFOREUSE Design valid for use only With Mnek0connectos. Ws desks Is based only upon paamefersshow and Is fa an Individual GuFdirp component act a Imssystem. Before use, the buldingdesignermustverity the appllcalAny of design parameters and pap rly hcOrpwaie thisdesign Into lie overall b Raingdeslgn. Sating[Wd htofxeventWcNingorhdlvktualhu band/orcherdmemb moNy. Addllorial temporary and pennaneni Dractrtg MiTek' cde balwaysrequlredfineoblNaldloprevenlcoBcpsewtihpo opeisorwlhturyandpropeaydam . FCrgeneraiguldanceregadlrxlthe 6904 Parke East BNd. fabrication slaaga delivery. erection and bolo, of inlsesand tmssystems, seeANSIIIPN Quality Crifeda. DSB419 and SCSI Building Component Wary Information ovdlobie from Lus Plate Instilue. 218 N. Lee Street. SAte 312. Alexandria VA 22314. TaWa. FL 3361 D Job Truss Truss Type Ory Ply ' T11724616 504770-PSLP-PIOLUNEK EJ3 Jack -Open 3 1 Job Reference factional) Tibbetts Lumber, 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Jul 31 13:64:432017 2x4 = scale: 1 =1' 3-ao Plate Offsets (XY)— 1Y0-4-0.0-0-01 LOADING (psf) SPACING- 2-DO CSI. DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Ved(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Ven(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 111b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pur ins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling directly applied or 10.0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during buss erection, In accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3=65/Mechanical, 2=172/0-7-10, 4=35fMechanical Max Horz 2=120(LC 12) Max Uplift 3=-70(LC 12). 2= 177(LC 12), 4=-44(LC 9) Max Grav 3=66(LC 17), 2=172(LC 1), 4=51(LC 3) FORCES. (Ib) - Max Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vull=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft1 L=241h eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 3, 4 except Gt=1b) 2=177. O WARNING-VeKlydedgnpemmefemmd READN"ESONiTO.RANDWCLUDEDMREKREFERANCEPAGEW74Mmv. 10MUZ2015BEFOREUSE Design varc! for use onlyw ith k91ek0conrwctors. lNsdedgn Is based only upon parameters shown. and Is for an Bx1lNdu01 WBOBxI campenent. not a husssystem. Before use. the balding designer must verily line oppllcabliilyofdesign parameters and property hcorporate mIs design Inlo the overall "dingcteUgn. Hachglndlcatedbloprevent buckling oflMivklualinusweband/or Chord membersoW. AtlABonaltemporaryantlpermarwnticnei g MiTek' balwaysregtft tlforstablityarvltopievenlcdlc>FisewllhposUepers b,4uya WopeOydanage. Fo bug ralgddrnceregadngtne fobrlcalkrt storage, delNery, erectlon and b ng of IrussesarW Inla systems seeANSInF119uaBly Criteft DSB-89 and BC51 Building Component 6904 Perko East Blvd. Salary loformallon avdiade from Truss Plate Institute. 218 N. tee Sheet. S8te 312. Alexondria. VA 22314. Tempe, FL 33610 Job Truss Truss Type py ply T11724617 504770-PSLP-PIOLUNEK EJ6 Jack -Open 6 1 Job Reference (optional) Tibbetts Lumber, 3x4 = 8.120 s Jun 22 2017 MiTek Industries, Inc. Man Jul 31 13:64:442017 Page 1 ID:OMGHgVGe6ryE1YUEMmJmnYVZ4F3hl1ACh6EhjM7mG5G_wxF1 Ge0byUrdwzIZZ1 gAysX69 610-8 Scale = 1:20.0 LOADING (psf) SPACING- 2-0-0 CSI. - DEFL. in (loc) I/dell L/d PLATES GRIP TOLL20.0 Plate Grip DOL 1.25 TO 0.62 Vart(LL) 0.10 4-7 >710 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.13 4-7 >541 160 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -AS Weight: 20 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling directly applied. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation gulde. REACTIONS. (lb/size) 3=141/Mechanical, 2=274/0-7-10, 4=70/Mechanical Max Herz 2=197(LC 12) Max Uplift 3=-137(LC 12). 2=-144(LC 12) Max Grav 3=156(LC 17), 2=274(LC 1), 4=103(LC 3) FORCES. gb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--4.2psf; BCDL=5.Opsi; h=15ft; B=4511; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.16; MW FRS (directional) and C-C Extedor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-9-12 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except gt=lb) 3=137, 2=144. 6) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. Job Truss Tmss Type Oly Ply T11724618 504770-PSLP-PIOLUNEK EJ7 Jack -Open 37 1 Job Reference (optional) Tibbetts Lumber, 3x4 = 8,120 s Jun 222017 MiTek Industries, Inc. Mon Jul 3113:54:472017 Pagel I D:OMGH9VGe6tyE1 YuEM MJmnYyfZ4F-TGRAoEj_xc6x_E?gx7Uetgu5cox72_fPZImhOVysx66 LOADING lost) SPACING- 2-0-0 CS]. DEFL in (loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.17 4-7 >494 240 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.26 4-7 >323 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 3 Na Na BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Waze) 3=171/10fechanical, 2=315/0-7-10, 4=82/Mechanlcal Max Horz 2=227(LC 12) Max Uplift 3— 167(LC 12), 2=-155(LC 12) Max Gray 3=192(LC 17), 2=315(LC 1), 4=122(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale=1:22.9 PLATES GRIP MT20 244/190 Weight: 24lb FT=20% BRACING - TOP CHORD Structural mod sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation cults. NOTES- 1) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psk BCDLd.Opsf; h=151f, B=15ft; L=24ft; eave=4ft; Cal. II; Exp C; Encl., GCpl-0.18; MW FRS (directional) and C-C Extenor(2) -1-0.0 to 2.0.0, Intedor(1) 2-0-0 to 6-11-4 zone; cantilever left and right exposed;C-C for members and forces a MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 3) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord In all areas where a rectangle "-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 3=167, 2=155. 6) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1h" gypsum sheetrock be applied directly to the bottom chord. O WARNING. Vedydeslgnparemelersend REAONOTE5 ON 7NISANOR'CLUOEOMNEKBEFEBANCEPAGEMR74M.y. 1d 158EF00?EUSE Design valid form only v4B1 MBeltailconriectors. bNsdeagn h based only upon parometers shown. and 6 for on Indh1dual buldkg component, not a lenssystem. Before use, flue building designer must verify the oppllcabillyofdesign parameters orb properly hcorparafe Btls design into lfeoverall rx4dlrgdeslgn. BrMhgindlcaf toprevenlbucktirgofMWM ltmrsWebCnd/OTCWrdmembersOnly. Adnlllonolminpaaryandpermanembiacirg MiTek' h always required far stability and to prevent calque with possible personal h4m/ and property d®nage. For general gurdanoo regarWg the fcl l colon, storage. delivery, erection o bmolno of Inures and kus systems seeANSI/1PH Qualify Cdfede, DS849 and BCSI Buliding Component 69W Parke East BNd. Safety Inlormallon available Born bass Rafe h Mule. 218 N. lee Street. SWIe 312. Alexandilm VA 22314. Tanpa, FL 33610 Job Truss Truss Type aty ply T11724619 504770-PSLP-PIOLUNEK EJ8 Jack -Open 2 =JobR (optional) Tibbetts Lumber, 8.120 s Jun 22 2017 MiTek Inc. Mon Jul 31 13:54:49 2017 3x4 = Scale=1:17.8 Plate Offsets MY)— 12:0.0.8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.23 Vert(LL) 0.29 7-8 >261 240 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.37 7-8 >204 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) -0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 25lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 5=70/Mechanical, 2=290/0-7-10, 6=157/Mechanical Male Harz 2=173(LC 12) Max Uplift 5=-76(LC 12), 2— 164(LC 12), 6— 54(LC 12) Max Grav 5=79(LC 17), 2=290(LC 1), 6=159(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 3-8=-180/280 BRACING- TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid calling directly applied. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft1 B=45ft1 L=241t; eave--41t; Cat. II; Exp C; Encl.,-GCpl=0.18; MW FRS (directional) and C-C Extedor(2) -1-0-0 to 2-0-0, Intedor(1) 2-0-0 to 2-4-0, Extedor(2) 2-4-0 to 3-8-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrenl with any other live loads. 5) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 5, 6 except Qt=1b) 2=164. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 14" gypsum sheetrock be applied directly to the bottom chord. Q WARNING-V dr ydeal5nparametenrnod RPAONOTES ON TNISANOWOLUOEDMm KREFERAN6EPAGEMG74TJzay. 10N 69EFOREVSE Design valWfor use oNy with Mllek®connectors. iNsdedgn hbcaecloNy upon paamefersshown,and Isforanintllvidual bugs xl component, not a buss system. Before use, the Mdng designer must Verlfy the appllcablifyoWesign parameters and poperly Incorporate Ihkdeslgn Into Ho overall bNr9ngtle5gn. &mgMr afe blopevenlbuckIUVOfMNkluallnrs band/orchordmem6 mrs y. AddilonaliempraryandpermanenllxacHg MiTek' b rector enlcdiapset posablepen YaYaMPropeM dame. Fagenerdaddon8ufl gg lire e,rdfabeltyorW Ibn fem O6B-09 arW BCSI euHdNg Component Ulcul Com of UussesaWreet. fatty rrnT= 6904 Parke tl. Plate Inclut Suite 31,Alexa/IPil VA 223Criteria, safety Information avdlaWa hom truss Plate InsHiNe. 218 N.lee Street. Site 312 Nezantlda VA 2231 q. Infa.storcn avatildulefr Terrpe, FL 33610 33610 Job Truss Type dry Ply 7EJ61 • T11724620 504770-PSLP-PIOLUNE Jack-Open 1 1 Job Reference (optional) Tibbetts Lumber, 8A20 s Jun 22 2017 MiTek Industries, Inc. Mon Jul 31 13:54:44 2017 Page 1 ID:OMGHgVGe6ryEtYuEMmJmnYyfZ4F-3h11ACh6EhJM7mG5G_wxF1Gerbx8rdwztzZl gAysX69 5-10-8 5-10-8 Scale = i A 9.3 3x4 = LOADING (psf) SPACING- 210-0 CS'_ DEFL, in (too) I/defl Ud PLATES GRIP TCLL 20.0 Plate .ripDOL 1.25 TC 0.63 Vert(LL) 0.10 3-6 >676 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.14 3-6 >514 180 BCLL 0.0 ' Rep Stress [nor YES WS 0.00 HOrz(R) -0.00 2 n/a n/a BCDL 10.0 Code FB02014/TP12007 Matrix -AS Weight: 191b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 1=215/Mechanical, 2=143/Mechanlcal, 3=72/Mechanlcal Mau Horz 1=156(LC 12) Max Uplift 1=-62(LC 12), 2=-141(LC 12), 3= 2(LC 12) Max Grav 1=215(LC 17), 2=161(LC 17), 3=103(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15fb B=451t; L=241t; eave=4ft; Cat. II; Exp C; Encl., GCpJ=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 3-0-0. Interior(1) 3-0-0 to 5-9-12 zone; cantilever left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 1, 3 except Qt=lb) 2=141. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. O WARNING-Venrydedgnpma Wrcand READ NOTES ON TH4AND/NCLUDWMRKREFERANCEPAGEMIF74T4ray. 1al0a2015BEFONEUBE volid for use oNywlth bNel(®COrlrleators.ln5tledgn kbased oNY upon Parameters shown, antl Is for on IndlNdual buldng component, not IMFDe9gn a trun system. Betae roe. the bulding designer must verify the aloWlcm9ltyofdeslgn parameters and prope4y Blcorporate ttils design Into the overall b AcIgdeslgn. Bracing Indicated It to prevent tickling ofo-dNdaDl lluswebard/or chord members only. AddHonaltemp«aryandpermanonlbracig MiTek' harlcat re storage,andl coling of wltllpos5lbl runeptcmb ee andpTI'll Q damage. r, DSB49rand BCSI ceregarf5 Component fabdcalbn.storage, delivery, erectbn and bracing of hussesand tnlwsystemz seeAN51/rP119U2 CAteda. D584t9 and BC5l Bulltling Component elive1ryand creation 6900 Parke Eesl BNtl. safely Information avagable from Tram Male W jlule. 218 N. toe Street, Inue,312, Alexandda, V,22314. Tampa. FL 33610 Job T Truss Type city Ply TI 1724621 504770-PSLP-PIOLUNEK �EWJ6�2 Jack -Open 1 1 Job Reference o tional 8.120 s Jun 222017 MiTek Industries:Inc. Mon Jul 31 13:54:45 2017 Tibbetts Lumber, 4x6 Scale =1:19.1 LOADING (psi) TOLL 20.0 TCDL 7.0 BOLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSL TC 0.90 BC 0.51 WB 0.00 Matnx-AS DEFL. . in Vert(L-) 0.08 Ven(TL) -0.14 Horz(TL) 0.01 (too) I/dell Vd 3-5 >830 240 3-5 >497 180 4 r✓a n/a PLATES GRIP MT20 244/190 Weight: 241b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling directly applied. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=493/Mechanlcal, 4=227/Mechanical, 5=76/Mechanlcal Max Horz 3=173(LC 12) Max Uplift 3=-195(LC 12), 4=-188(LC 12), 5=-1 (LC 12) Max Grav 3=493(LC 1), 4=239(LC 17), 5=98(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-3=-261/271, 2-3=270/185 NOTES- 1) Wind: ASCE 7-10; VUIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=5.0ps1; h=15ft; B=45ft; L=2411; eave=oft Cat. II; Exp C; Encl., GCpk0.18; MW FRS (directional) and C-C Extenor(2) 0-1-12 to 2-11-7. Intedor(1) 0442 to 5-9-12 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 5 except (jt=lb) 3=195, 4=188. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Yz" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Job - Truss Truss Type Cry Ply T71724622 504770-PSLP-PIOLUNEK EJ63 Jack -Open 1 1 Job Reference (optional) Rbbetts Lumber, 8.120 s Jun 222017 MiTek Industries. Inc. Mon Jul 31 13:54:46 2017 5n6 G Scale=1:19.1 LOADING (pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014ITP12007 CS. TO 0.69 BC 0.28 WB 0.00 Matrix -AS DEFL in Ven(LL) 0.04 Vert(TL) -0.09 Horz(TL) 0.01 (too) Well Ud 3-5 >999 240 3-5 >737 180 4 rVa n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 29 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 _ TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=581/Mechanical, 4=422/Mechanical, 5=61/Mechanical Max Horz 3=184(LC 12) Max Uplift 3= 235(LC 12), 4— 292(LC 12) Max Grav 3=581(LC 1), 4=422(LC 1), 5=94(LC 3) FORCES. (Ib) - Max Comp./Max Ten. -All forces 250 gle) or less except when shown. TOP CHORD 1-3=-328/340, 2-3=385/300 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psC BCDL=5.Opsf; h=1511; B=451t; L=24ft; eave=4fl; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Extedor(2) 0t1-12 to 3-1-12, Intedor(1) 3-1-12 to 5-9-12 zone; cantilever left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent Water pending. 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tal I by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt=lb) 3=235, 4=292. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. QWARNING-Vedyydesr9npemmet...dREADNOTES ON MIS AND DILLUDEDURIEKREFERANOEPAGEMIsUnree lhA32015BEFORE USE Design wild for use oNy Wfh MnekOcnenectas. Tntsdedgn k basetl ortlY upon Parameters shown. and Is for an lndlNWal b ldinD component. not a Inns system. Befem use, the builds g designer must verify the oppllcabMty of design parameters antl properly incorporate fhh design Into the overall buBalrxlde9gn.&aclnglntllcaledhloprevenlbUCkI1ng of lndNltlual sru,, eband/orchortlmembersonly. Atic011onal temporary antl permanent bacag MiTek' h always rewired for slabniW arW to prevent collapse with possible personal b)uny aM poperty, damage. ror general grltlance regarding the fabdcatbm storage, delNery. erection and hocirg of muses and mass Systems. seeANSI/IPI1 Quality Criteria, DSB-89 and Bat BuOding Component 69M Perke Eest BNd. Safety INormatlon available from Truss Rate Irsliture, 218 N. lee street. su fe312. Nexanalla. VA2M14. Tempe, FL 33810 Job Truss Truss Type Ory Ply T11724623 504770-PSLP-PIOLUNEK EJ64 Monopitch Girder 1 1 Job Reference (aptionel). rbbetts Lumber, 8.120 s Jun 222017 MiTek Industries, Inc. Mon Jul 31 13:54:46 2017 Pagel ID:QMGHgVGe6iyElYuEMMJMnYy24F-?310bujMMJ 4M4000PzPKSLzVPaYJXQGLH28u3ysX67 411 20 II LOADING (pat) SPACING- 2-0-0 CSL DEFL. in (loc) Vital Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.17 3-5 >441 240 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.28 3-5 >274 180 BCLL 0.0 ' Rep Stress Incr NO WE 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC201471PI2007 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.2 BOTCHORD REACTIONS. (lb/size) 1=786/0-7-10, 3=918/0-3-8 Max Horz 1=172(LCB) Max Uplift 1=-298(LC 8), 3=-451(03 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale=1:23.6 PLATES GRIP MT20 244/190 Weight: 31 lb FF=20% Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticais. Rigid ceiling directly applied or 7-1-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation Duitle. NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psp BCDL=5.Opsf; h=15R; 13=1511; L=2411; eave-411; Cat II; Exp C; Encl., GCpi=0.18; MWIFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip IDOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This muss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of fuss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt=lb) 1=298, 3=451. 5) Use USP JUS24 (With 10d nails into Girder 8 10d nails Into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-11-12 from the left end to 4-11-12 to connect truss(es) to front face of bottom chord. 6) Fill all nail holes where hanger is in contact with lumber. 7) "NAILED" indicates 3-10d (0.148'xY) or 3-12d (0.148°x3.25°) toe -nails per NDS guldlines. 8) 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) Standard 1) Dead+ Roof Live (balanced). Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2= 54, 1-3=-20 Concentrated Loads (Ib) Vert: 5=-195(F) 6=-473(F) 7=-561(F) A WARNWG- Vedfydeelgnparamefersend RE DNOTES ON THISANDWCLUDWM1 KREFENANCEPAGEM0.74M... 10N320159EFONEUSE Design valld for use oNy wlfh MRek®ccnneclors. TNsdesign b basetl odyupon paometersshown. and Is (of an Individual bald W component, raf a tmz system. Before use, fte bAalng deslgner must verify the olcolicabllity of design paannefem aril properly Incorporate thk design Into the overall biLc9rgdesign.Nachi, Indicated Istobudding oflMivldualtn>Rweband/or chard members only. Adt9tlorwltemporaryadpermarentbrac1ng MiTek' prevent Is always regWreci for slabllty and to reinvent calk wsh Possde persenal koy and property danage. for general grldonce regaalrg the fab0aulion, storage, delivery, erection and bracing of hazes and In -systems seeANSI/TPII Quality Clllerla, DSB49 and Bar Maling Component 6904 Parke Easf Blvd. safety Information ovdtabie from Tnat Rate Insfltute. 218 N. lee Sheet suite 312 Alexandra, VA 22314. Tempe. FL 3300 Job Truss Truss Type Cy Ply T11724624 504770-PSLP-PIOLUNEK EJ65 Monopitch 1 1 Jab Reference (optional) Tibbetts Lumber, 8.120 s Jun 222017 MiTek Industries, Inc. Mon Jul 31 13:54:47 2017 2x4 II 3 3x4 = 2x4 11 Scale=1:23.0 s-6-14 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in Qoc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.5B Vert(LL) 0.11 4-7 >675 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.19 4-7 >404 180 BCLL 0.0 ' Rep Stress Incr YES _ WB 0.00 HOrz(TL) 0.00 2 n1a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 271b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 4=234/0-3-8, 2=296/0-7-10 Max Horz 2=213(LC 12) Max Uplift 4_ 150(LC 12). 2=-150(LC 12) Max Grav 4=257(LC 17), 2=296(LC 1) FORCES. (11b) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-177/289 BRACING - TOP CHORD Structural woad sheathing directly applied, except antl verticals. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15Q; B=45ft;.L=24ft; eavellft; Cat. II; Exp C; Encl.. GCpl=0.18; MW FRS (directional) and C-C Extenor(2) -1.0-0 to 2-0-0, Interior(1) 2-0-0 to 6-5-2 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 4=150,2=150. 5) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. A WARNWG- Vedly design parameters and READ NOTES ON THIS AND WCLUDEO MrrEK REFERANLE PAGE M674A mv. 10/Da/1eI5 BEFORE USE Design valid for use only with N9/ek®connectors. This de9on b lased only upon Parameters slrown, and! Is for on hdlNdual Wit9rg component, rwl a Ims system. Before use, fM Wtlding desgner must verify IM appllcati llyof design parameters and properly Incorporate Iris de9gn Into the overall bullclMdeslgn. 9ach01nd'.cafedklolxevenl We goflMNldudlmssweb forcMrdmembersoNy. AddltlonaltemporaryandpermarenibtaclnO MiTek' lsarloalf estora for dfatipryarxlfopreventroing ofwithpassmle Pe1Ser1OI &eantlploperlytlornage. ForgeneraldWdalxaalingC Component Oralbracng. Cdhda, D88419 and 8C51 BUHmng Component WInrss systems,Alexandr Solt BNtl. 89a4.. odiableerection 18 N.W VA223 SNety INotmaHon avdlaWe from Tnas Plate Institute. 218 N. We sheei.9ilte 312 Alexard4a VA22314. salary FIL Terrye, FL 33610 Job Truss Truss Type Oty Ply T11724625 504770-PSLP-PIOLUNEK EJ71 Jack -Open 1 1 Job Reference (owtionall Tibbetts Lumber, 30 = a.120 stun 222017 MiTek Industries,Inc. Mon Jul 3113:54:482017 Pagel I D:OMGHgVGe6ryE1 YUEMmJmnYyIZ4F-yS?YOakclwEocOasVq?tOtRGACGOnRvZobXEzxysX65 7.0.0 7-0.0 7-0-0 Scale = 1:22.9 Plate Offsets(X,Y)-- f1:0-1-0,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) OAS 3-6 >476 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.27 3-6 >312 180 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 rda n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -AS Weight: 221b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 1=257/0-7-10, 2=173/Mechanlcal, 3=84/Mechanical Max Harz 1=186(LC 12) Max Uplift 1=-75(LC 12), 2= 170(LC 12) Max Grav 1=257(LC 17), 2=194(LC 17), 3=123(LC 3) FORCES. (to) - Max. Comp./Max Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MITek recommends that Stabilizers and required cross bracing be installed during Muss erection, in accordance with Stabilizer Installation uide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.Opsf; h=151t; B=45ft; L=24f ; eave=4fC Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-11-4 zone; cantilever left and fight exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 1 except (jt=lb) 2=170. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Ye" gypsum sheetrock be applied directly to the bottom chord. AWARNING-VedryEeslgnparemet..dREADNO7 SONTKISAND WLLODEDMNEKREFERANOEPAGEMIP4MJ llatwoISBEFOREGSE Design valid for use oNy wile MBe4®conneafors. Mfsdeslgn is based ordy upon Parametersshown, cnd h form adlAdual budtlirxl component, rut a Duns system. Before use, the buildrxl designer must verify the applicability of design parameters and properly Incorporate Ihb design into the overall buAOBpdeslgn. Lkackrglndkate 6topreventWctdlWofh,4Mualfnxssweband/a.GwrdmembersoNy. AdcHBonolfernMarymdroermonentbiacing MiTek' balwa rs Wredforsia tyandtoprevenlcoilc wllhpossibiepersatd"arWlxoposlydmnage. For generdgulcmceregardrx, the fablcalb L storage, delNew. erectim and b mNg of tr s and Inns tems seeANSI/rPll CUOBtyCdtedo. DSB-89 and BCSi Buudi g Component 6904 Pade East 13W. Safety INona.sma goblefrom T. Plate Institute.218 N. lee sheet Butte 31% Alexandda. VA22314. Tanga,FL 33610 Job Truss Truss Type Oty ply T11724626 504770-PSLP-PIOLUNEK EJ81 Jack -Open Girder 2 1 Job Reference o tional Tibbetts Lumber, 8.120 s Jun 222017 MiTek Industries, Inc. Mon Jul 3113:64:492017 Page ID:OMGHgVGe6ryElYuEMmJmnYyfZ4F-OeZwDwIF3EMiDY933yW6y5zaOczhW unll FGoVNYSX64 -1-0.0 1-PO 2-4-0 6.4.0 1-0.0 1-0-0 1-40 4-0-0 LOADING (psf) TOLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 Scale =1:17.8 k7.1M SPACING- 2-0-0 CSL DEFL. in (loc) Wall Ud PLATES GRIP Plate Grip OOL 1.25 TC 0.28 Vert(LL) 0.18 6-7 >420 240 MT20 244/190 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.34 6-7 >222 180 Rep Stress Incr NO W B 0.02 HOrz(TL) -0.08 5 Na n/a Code FBC2014/TP12007 Matdx-MP Weight: 231b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=106/Mechanlcal, 2=291/0-7-10, 6=122/Mechanical Max Horn 2=173(LC 32) Max Uplift 5=-115(LC 8), 2=-174(LC 8), 6=-17(LC 8) Max Grav 5=120(LC 13), 2=308(LC 36). 6=142(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 3-8=-308/196 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsh h=1511; B=45ft; L=24fl; eave=oft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); Cantilever left and fight exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water founding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to treating plate capable of withstanding 100 lb uplift at joint(s) 6 except Gt=1b) 5=115, 2=174. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 160 lb do= and 53lb up at 1-0-0 on top chord, and 33lb down and 12 lb up at 1-0-0 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) Standard 1) Dead+ Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 6-9= 20 Concentrated Loads (Ib) Vert: 8-1 (B) Q WARNWG-VedlydWgnpmamerem=dREADNDTES ON TNISANDWCLUDEDUI KREFERANCEVAGEMU74"NK 10=2015aEFORE USE Dedgn valid for use oNyvMh Mllela,Cmnoctors. lhisdeslgn Is lomod cay upon parametemMown, and Is form dnultluai bueddg comPonenf. not a tam system. 8efole use. Ito balding designer must verify the appllcaUlly of dWm parametersantl POPerly hconmr,de thb deagn Into me overall btcllgdeslgn. Bracling mcflootedistobudding Individual tnmweband/or Chord Membeis Only. Atlt9tlwwltemporaryandpermanentbraclrg MiTek' prevent of DSO-89 anal aC51 Budding Component foul, ysrequ raga. se[aM.dsaffanevenlcdlapse with rws5ble peaorW hpayarWpropoGuVanage. Fa SO-89a algal Bedling loMp and bachg of fabiconfoastorage.delivery,rom s.Ae,raddo Quality Eos18Nd. Tampa, 18N. toosImt, Suit31 VAMCYiteda, Safely INormaSan wadable from i� Ralo trrsliMe.218 N. tee Shoei. Tuife312 Alexaritlda. VA22a14. Trun Tempe, FL 33610 R. Job Truss Truss Type Oty Ply T11724627 604770-PSLP-PIOLUNEK GO1 Common 1 1 Job Reference (optional) Tibbetts Lumber, 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Jul 31 13:54:50 2017 Page I ID:OMGHgVGe6ryE1YuEMmJmnYy24F.ur6JRGmtgXUWrikFGFt LVI W i401 LFLYrGVOLIgysX63 -1-0-0 4-6-0 9.0-0 10-0-0 1-PO 4-6-0 H 4.60 1-0-0 4x5 = Scale=1:20.2 Ian 6 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 3x4 = 46-0 SPACING- 2-M CSI. Plate Grip DOL 1.25 TO 0.45 Lumber DOL 1.25 BC 0.35 Rep Stress Incr YES WB 0.06 Code FBC2014/TPI2007 Matrix -AS REACTIONS. (Ibfslze) 2=387/0-7-10, 4=387/0-7-10 Max Horz 2=102(LC 11) Max Uplift 2=-406(LC 12), 4=-406(LC 12) FORCES. (Ib) - Max. Cont Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-440/882, 3-4=-440/882 BOT CHORD 2-6=-635/348, 4-6=-635/348 WEBS 3-6=-497/206 3x4 = DEFL in goc) I/dell Ud PLATES Ved(LL) 0.05 6-12 >999 240 Iv1T20 Ved(TL) 0.04 6-12 >999 180 Horz(TL) -0.01 4 nta n/a Weight: 351b GRIP 244/190 FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. AtiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation quids. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=1 Sit; B=45ft L=241C save=41C Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-0-0. Inlerior(1) 2-0-0 to 4-6-0, Extedor(2) 4-6-0 to 7-6-0 zone; cantilever left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at Joint(s) except Ot=lb) 2=406, 4=406. 6) This truss design Soul res that a minimum of 7/16'sWctural wood sheathing be applied directly to the top chord and YV gypsum sheetrock be applied directly to the bottom chord. O WARNMG-Vedrydoggnpmametom=dREABNOT ON 7NIBANOINCLUOE04 KREFERANCEPAGEM 7=mv. 1O 2015BEFOREUSE Design validforuse only Win Mlrek®connectors. INsdeslgn Ebasedonly Wonporamete asl .antl Is form NdNldlal building component, not a truss system. Before use. me Wilding designer must verHy the ap ilcab9lly of deign parameters and properly incorporate this design Into the overall WAdnO design. WaaNg WJkote N to prevenf Wc&dN of lndMdual f us anWa cMtd members o y. Ad lional temporzryand permorenl bracing MiTek' 6 always regr9retl for sbbHllyarM to preventcdlopse wlln possble personal Hrh4Ymd popertydanme. For general 0ultlmce regararxl fhe f ereclbn and WacH ran Quality Cdterla, DSB4t9 and BC51 BUHNng Component sation Parke Blvd. t. Suit 312. AexanclPll a artablry, e. N.Lee S Salary INomtaHon wdlade fiom Tnns Rate InstiMe. 218 N.lee Street. Suife312 AlexarWxa. VA22314. Salaryinformation TaD4 3361Eas, Tampa, FL 3361D Job Truss Truss Type Oy Ply T11724628 504770-PSLP-PIOLUNEK G02 Hip Girder 1 1 _ Job Reference (optional) Tibbetts Lumber, 8.120 s Jun 222017 MiTek Industries, Inc. Mon Jul 31 13:54:51 2017 I Special 4.5 = Special NAILED 4x5 = 15 4 2x4= u. 1. Special Special 2�4 = Scale=1:20.5 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.03 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.02 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.03 HOrz(TL) -0.01 5 n1a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 351b FT=20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-6-5 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracng be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=457/0-7-10, 5=457/0-7-10 Max Herz 2=74(LC 7) Max Uplift 2=-509(LC 8), 5=-509(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. -Aft forces 250 01b) or less except when shown. TOP CHORD 2-3=-650/693, 3-4=-561/658, 4-5=-650/693 BOT CHORD 2-8=-601/551, 7-8=-610/561, 5-7=-600/551 NOTES- 1) Unbalanced roof live loads have been considered for this design.. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF BCDL=5.Opsf; h=15ft; B--15ft; L=24ft; eave=41t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except 0t=lb) 2=509, 5=509. 7) "NAILED' indicates 3-1 Old (0.148'x3') or 3-12d (0. 1 48'x3.25') toe -nails per NDS guldllnes. 8) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 2001b down and 210 lb up at 3-0-0, and 200 lb down and 2101b up at 6-0-0 on lop chord, and 49 lb down and 441b up at 3-0-0. and 49 lb down and 44 Ib up at 5-11-4 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) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 13= 54, 3-4=-54, 4-6=-54, 9-12= 20 Concentrated Loads (Ib) Vert: 3= 24(F) 4=-24(F) 8=-33(F) 7= 33(F) 15= 11(F) 16=-15(F) O WARNNG.VerfyddW9ftparamef=MdREAONOTES ON VV9ANOINCLUOEDJ%f EKREFERANCEPAGEM6741Jray. 10N]rz015BEFORE USE Deslgly Icf form only with Mr[ekG connectors. lhh design Is based only upon pammetersstwwn, and Is for on IntllNtlual WildOlg component, not ��- a trust system. Before use, the building designer must verify the oppllcabXlN of tleslgr parameters and! propedy Incorporate thh design Info the overall "dingtledgn. Brmglndlcatedlsloprevent WCWlrgoflndMdiwltmssweband/mchwdmembersoy. Atl®Ronalfempaary asd Permarent bating MiTek' Fag;nerat!Rest coregadomthe bbxwmiregWec,,, panclrufa; tempsoasWpropedytlanage. eljbatya faction and bcollapse hi Gu22314.ferb,p56.89 and BC51BWtlIng Component baGrq of foblyinforstolon 6904PeFl. goal Blvd. mcCc"e.ern Trursantl 18N.serWleet. Suemzs Alexandria Sataly INonnaXon avdtobe hem Tnns Plate huiiMe. 218 N. lee Sheet. S91e 312 Alexanrlda. VA22314. Tempe, FL 33610 Job I russ Truffs ype ly T11724629 501n0.PSLP.PIOLUNEK W2 Diagonal Hry Ginter 2 1 Job Reference (optional) rlbrets Lumber 2x4 = LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Well Ud TOLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.00 7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Ved(TL) -0.00 7 >999 160 BCLL 0.0 ' Rep Stress lncr NO W B 0.00 Horz(Q 0.00 2 n/a n/a BCDL 10.0 Code FBC2014ffP12007 Matrix -MP LUMBER - TOP CHORD 2x4 SP No-2 BOTCHORD 2x4SPNo2 REACTIONS. (ib/size) 3=10/Mechanical, 2=166/0-10-7, 4=-1/Mechanical Max Horz 2=66(1_C 12) Max Uplift 3=-6(LC 9), 2=-183(LC 12), 4=-1(LC 1) Max Grav 3=13(LC 17), 2=166(LC 1), 4=26(LC 12) FORCES. (Ib) - Max. Conrp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-146/510 Scale = 1:6.9 PLATES GRIP MT20 244/190 Weight: 7lb FT=20% BRACING TOP CHORD Structural wood sheathing directly applied or 1-4-4 oc purllns. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=1511; 8=45fC L=24ft; eave=4ft; Cat. IC Exp C; Encl., GCpi=O.18; MIN FRS (directional) and C-C Comer(3) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This Buss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6lb uplift at joint 3, 183 lb uplift at Joint 2 and 1 Ito uplift at Joint 4. Q WARNING- Vedydsdgnparamermsend REAONOTES ON TNI MDMCLUDEDMI KNE£ERANCEPAGEM674"mre 10V2*015BUOPEUSE Design vditl for use oNY wlih MlleWconnectom 1Ns desgn 6 bored oNy upon parameters shown. and h for an kxlivltlud Wldhg component, not a truss system. Before use. the bu icI g desgner must verlN the appllcaNty ottlesiUn paranetes orld properly Incorporate IM, design into the overall bAdrgdeslgn. Brm rdmembeaoNy. Ac$dl[orwltemporaryandpelmanentbrachg MiTek' giMkatedlsloprevenlWCWingoflndivldrmltnmwebantl/oret Is always lectured for slab911y antl to prevent cdlcpse with possible peaonol klhny and properly tlmnage. ror genera gWdance regadrg the (abxcatbn. storage, delivery, erection arad bracing of trusses antl IMSS systems. seeANSI/?ll Caeuly CBferle, OSB49 aral BCst Building Component 004 Parke East Blvd. solely Information available fa m Trim Rate IrutlMe, 218 N. We Street. Sute312. Alexasairks VA 2MI4. Taryo, FL 33610 Job Truss Truss Type Dry Ply T11724630 504770-PSLP-PIOLUNEK HJ3 Diagonal Hip Girder 2 1 Job Reference (optional) Tibbetts Lumber, 8.120 s Jun 222017MiTek Industries. Inc. Mon Jul 3113:54:522017 LZ18 LOADING (psf) SPACING- 2-0-0 CS'. DEFL. in (roc) Udefl Vd TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.03 4-7 >999 240 TOOL 7.0 LumberDOL 1N2O5 BC 0.21 Vert(TL) -0.03 4-7 >999 180 0.0 epSresIBCLL Rncr WB 0.00 Horz(FL) 0.00 2 We n/a BCDL 10.0 Code FBC2014/FPI2007 Matrix -MP LUMBER- TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=90/Mechanical, 2=237/0-10-7, 4=47/Mechanical Max Harz 2=119(LC 21) Max Uplift 3_ 88(LC 8). 2=-261(LC 8), 4=-60(LC 5) Max Grav 3=94(LC 25), 2=237(LC 1). 4=72(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 Qb) or less except when shown. PLATES GRIP MT20 244/190 Weight 15 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during buss erection, In accordance With Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 3=451t; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cardleverlefl and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) 3, 4 except Qidb) 2=261. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guldlines. 7) 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert 1-3_ 54, 4-5=-20 Concentrated Loads (lb) Vert: 9=7(F.1, B=4) Q WARNP/G- Vedrydeslgnpamumfersead READNOTES ON TNIa ANDWCLUUEDNn'EKREFERANCEPAGEN 7473 my. iNO3 SBEFOREVSE DeslgnvmWfmmorg"h MlleMconnectors.R dedgn6bu Wyupon =elersshown,omlkformh lNW buldhgcomp mni.rot ��• atomsW ann. Before rae, fix, bBrSng deOgner must verity the appllcabilyofdeslon parametersarxl popedy Incorporate this design Into the overall bLldrgdeslgn.&mmgmacatedblopeventWeldIngofhdWualinrssweb forclordmernbemoNy. AddilonaltempararymtlpormanenibracOp MiTek" N always regJred rp StabBliyor�l to peventedlopse with posffile perspol mpW and popery tlanage. For gerreral gridaweregorc➢rq me DBa-89 and 8C51 BUBdmg Compomnt shone.dlat BNd. a904PeFL soUdcarbR lefromTnRaremargo218N.eeSeet, Sutems,AllxSndr VA 223CrllVnq Gately Informatlon avalabe from Truss Hale militate, 218 N. Lee Sheet. &die 312 Plexandrb, VA22314, M1EaM Tartpa, FL 33610 Job Truss Truss Type Oly Ply T11724631 504770-PSLP-PIOLUNEK HJ5 Diagonal Hip Girder 2 1 Job Reference (oouonall Tibbetts Lumber, _ 8.120 a Jun 22 2017 MiTek Industries, Inc. Mon Jul 31 13:54:53 2017 Page 1 ID:OMGHgVGe6ryE1 YuEMmJmnYytZ4F-IDoR3Hol6Ss4i9Tgl Nb26xeHoD5rShblysE7egysX60 -1-5,0 3-8-10 7-0-2 1-5.0 3-8-10 3.3-8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 ROT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 Scale = 1:18.2 2z4 = 3z4 = SPACING- 2-0-0 CSL DEFL in (lac) I/defl Ud PLATES GRIP Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.01 7-10 >999 240 MT20 2441190 Lumber DOL 1.25 BC 0.17 VBrt(fL) -0.02 7-10 >999 180 Rep Stress Incr NO WB 0.10 Horz(TL) 0.00 6 We n/a Code FB02014/TPI2007 Matrix -MP Weight: 30 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers a d required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=70/Mechantcal, 2=340/0-10-7, 6=191/Mechanical Max Horz 2=173(LC 8) Max Uplift 4=-68(LC 8), 2=-214(LC 8), 6=-67(LC 8) Max Grav 4=70(LC 1). 2=355(LC 25), 6=211(LC 25) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3_ 496/103 BOT CHORD 2-7= 184/423, 6-7=-184/423 WEBS 3-6=-460/200 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsh h=15ft; B=451t1 L=24ft; eave=41C Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for alive load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to glyder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 4, 6 except Qt=1b) 2=214. 6)'NAILED* Indicates 3-1Od (0.148'x3') or 2-12d (0.148'x3.25') toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front IF) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Uve (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (Ib) Vert: 12= 2(F— 1, B= 1) 13=7(F=4, B=4)14= 16(F— 8, B= 8) A WARNING-Veritydee/gnperamefen anCRMDNOTES ON T AND 0lCLUDEO MOENREFERANCEPAGEMX74M nv. faDV20159EFOREUSE Design volid for use only with MIT.IMconneclom This design h based only upon pOrcmetemshown. cod h form kzBNduai busding component, not �� a fn splem. Belem use, the bulldna dedgner must v.dfy Ino oppllcab�ity ofdedgn poramefers and properly incorporate Ihh design Into the overal bu0dndeslgn. Oaclnglndcatetl toprevembucldingofintliNtluallnmwebo /wr rdmemb ,sMy. AddlbrwltemporaryantlpellnoranllxacVg MiTek' Is awws mcided an Maturity and to prevent collapse with possmie personal k:kAy and 1)r01nerry d® OOK,- For general guldlance regcodng the fabrication storage, dellvery, ereCBoo orb bracing of Ines cold buss systems sccANSI/711 Quality Cmdo. D58-89 and BCst BuBOing Component 69M Parke East BNE. safety Information wdlade from Tn Rate InsAtule, 218 N. lee SUeel, sidle 312 Alexondda. VA 22314. Tairya, FL 33610 Job Truss Truss Type Oy Ply T11724632 504770-PSLP-PIOLUNEK HJ6 Diagonal Hip Girder 1 1 Job Reference loodonali Tibbetts Lumber, i 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Jul 31 13:54:54 2017 Page 1 ID:OMGHgVGe6ryEtYuEMmJmnYyfZ4F.mcMpGdpNtm_xKJ10s56Hf8hPFdOaB5ORAWJAbysX67 -1-5-0 4-4-1 a-2-15 1-5-0 4-4-1 3.10.15 2x4 = 5 NAILED NAILED NAILED 3x4 = NAILED Scale=1:21.1 4-4-1 3.10-15 LOADING (par) SPACING- 2-&0 CSI. DEFL. in (roc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vetl(LL) -0.02 7-10 >999 240 MT20 2441190 TOOL 7.0 Lumber DOL 1.25 BC 0.33 Vert(TL) -0.04 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Gods FBC2014/TP12007 Matrix -MP Weight 35 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (Ib/slze) 4=147/Mechanical, 2--408/0-10-7, 6=305/Mechanical Max Horz 2=196(LC 8) Max Uplift 4=-153(LC 8). 2= 242(LC 8), 6=-90(LC 8) Max Grav 4=147(LC 1), 2=425(LC 25), 6=324(LC 25) FORCES. (Ib) - Max. Comp./Max Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-682/189 BOT CHORD 2-7=-281/592, 6-7=-281/592 WEBS 3-6-641/305 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purms. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10: Vu11=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S:Opsh, h=15f1; B=45ft; L=241t eave=Aft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any otherlive loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 6 except Qt=lb) 4=153, 2=242. 6) 'NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guldlines. 7) In the LOAD CABE(S) section, loads applied to the face of the buss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8= 20 Concentrated Loads (Ib) Vert: 7_ 16(F--B, B=-8) 3= 2(F=1, B=-1) 12=-99(F-49, B=-49) 13=7(F=4, B=4) 14=-67(F=-34, 8-34) Job Truss Truss Type Ory ply T11724633 504770-PSLP-PIOLUNEK HJ7 Diagonal Hip Girder 4 1 Job Reference i tional Tibbetts Lumber, 8.120 s Jun 222017 MiTek Industries, Inc. Mon Jul 31 13:54:55 2017 ID:OMGHgVGe6ryE1 YUEMmJmnYyfZ4F-EowCUzg7e46oxTcCPodWCMDZA1jcwW BbPAjE 2x4 = ar ll _ 5 NAILED NAILED NAILED 3z4 = Scale=1:22.2 51-9 4-8-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.43 Ved(LL) -0.03 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Ven(TL) -0.07 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.35 Hmz(FL) 0.01 6 n/a n/a BCDL 10.0 Code FBC20147TP12007 Matrix -MS Weight: 42lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 9-6-11 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabllizer Installation guide. REACTIONS. (Ib/size) 4=125/Mechanical, 2=485/0-10-7, 6=346/Mechanical Max Horz 2=226(LC 8) Max Uplift 4=-127(LC 8), 2=-273(LC 8), 6_ 130(LC 8) Max Grav 4=125(LC 1). 2=504(LC 25), 6=363(LC 25) FORCES. (Ib) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 858/265 BOTCHORD 2-7=-377f753, 6-7=-377/753 WEBS 3-7=0/269, 3-6=-813/406 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=S.opsl; h=15ft; B=45ft; L=24f1; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss Is not designed to support a ceiling and Is not Intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 4) ' This truss has been designed for a I Iva load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 5) Refer to glyder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qtdb) 4=127, 2=273, 6=130. 7) 'NAILED' Indicates 3-1 Oil (0.148'x3') or2-12d (0.148°x3.25') toe -nails per NDS guidlines. 8) 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vera 1-4=-54, 5-8= 20 Concentrated Loads (Ib) Vert: 12=-2(F=-1, B=-1)13= 82(1`=-41, B= 41) 14=7(F=4, B=4)15=-16(F= 8, B= 8)16=-63(F=31, B=31) QWARNING-V.drxdeslenya..lersand READNOTSs ON TNA9ANDXCLUDEOMG`EKREFERANOEPAGEW7=.i,.. 1�SBEFOREUSE Design Valid for use onlywdm IAneWconnectors. This design E based only upon parameters shown, and Is for an IndMdual buAding component, roof a truss system. Before use, the buildng designer must vedfy the Gpplcabutyof design palamatBR Ond properly Ncoq orate this design into Ina overdl bulcaigdesign, Wmkh ndicde 6topevenlbuckiNoflnGMdualhu "bacUorchwdmembersoNy. Addllonoltemporaryandpennanenimacho MiTek' b dways regdred fa slab911y ar>d to prevenicdlapse with poss@'e persond inlinyand ProPeM damage. Fornenerdgul a regardingihe faMcalbn storage. tleiNery, erection atd bracing of tmsesond tnrsssysfems, seeAN3IRPl1 Quash CdleW. DSB-E9 and SCSI Bupoing Component 6904 Perk. E.,1 Blvd. sdety INormaBon avdlade from Tens Role Insinule. 218 N. Lee Street, suite 312 Alexondda. VA 22314. Town, FL 3361 D Job Truss Truss Type. Qty Ply T11724634 504770-PSLP-PIOLUNEK V01 Valley 2 1 _ __ Job Reference (oDtionap Tibbetts Lumber, U. 1 ZU s Jun 222017 MI Tax Industries, Inc. Mon Jul 31 13:54:56 2017 Pagel ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-j7UahJgePNEfZDBPzW BlkZmeUR4of2ukegTfEUysx5z 3 2x4 G 2x4 II Scale = 1:18.6 LOADING (psf) SPACING- 2-0-0 CS'. DEFL. in (lac) Mail Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.78 Vert(LL) Na - Na 999 MT20 2441190 TCDL 7.0 Lumber COIL 1.25 BC 0.34 Vert(TL) Na - Na 999 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(TL) 0.00 Na Na BCDL 10.0 Code FBC2014/rP12007 Matrix-P Weight: 21 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No-2 BOT CHORD REACTIONS. (Ib/size) 1=193/5-11-8, 3=193/5-11-8 Max Harz 1=140(LC 12) Max Uplift 1=-57(LC 12), 3= 127(LC 12) Max Grav 1=194(LC 17). 3=212(LC 17) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 2-3= 160/315 Structural wood sheathing directly applied or 6-0-0 oc pudlns, except end verticals. Rigid telling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=oft Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-9 to 3-7-9, Interior(l) 3-7-9 to 5-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areavwhere a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 1 except Qt=1b) 3=127. O WARNING- Vedfydesrgnparamalmand READ NOTES ON THIS AND INCLUDED MITEKREFERANOEPAGEMM1T4Arev. foRA12M58E 111E USE Dedgn valid Ionise 0Ny WIh MJTek9 connectols.INstle9gn 5 basetl mlyupon Parameters stwvm, and 6 form indlNdrxil Wldng compateni, not a trusssystem. Before use. fire bullmn0 de5gner must vedy the applicability of dailgn Parameters and Properly Incorporate Its design Into the overall bu9alngdesign. Woc gUtalcatedlstopieventWcklingoflistlivlducd m weba /orcWrdmembersoNy. AtlalloraltemporaryandPeOnarenlbracirg MiTek' " balwa rewired(aslobllllyandiopreventcolla w9hpossMepersorx4m1Uryax1aopedYdamage. For general grildrnce regaling me fabrlcalbR storage. tlelNery, erector antl Orating of susses and hussyslems seeAN5lRPll Oua9ty Cdieda, D564t9 aM BC51 Building Component 69M Pecks East BNd. safety Infonnalton available Rom Trim Rate Inslltule. 218 N. Lee Slicer. saie31Z Alexandria VA 22314. Teage, FL 3ae10 Job Truss Truss Type Ory Ply T71724635 504770-PSLP-PIOLUNEK V02 Valley 2 1 Job Reference (oolionall Tibbetts Lumber, 8.120 s Jun 222017 MiTek Industries, Inc. Mon Jul 31 13:54:56 2017 Pagel ID:OMGHgVGe6ryE1YuEMmJmnYyfZ4F-j4UahJgePNEfZdBPzW BlkZmmeReGf2ukegTfEUysX5z 4.0.0 4-0-0 Scale =1:12.8 2x4 s 2x4 II LOADING (Pat) SPACING- 2-0-0 CSL DE FL. in goc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.2.5 TC 0.29 Vert(LL) We - We 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(rL) We - we 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight: 141b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 1=119/3-11-8, 3=119/3-11-8 Max Horz 1=87(LC 12) Max Uplift 1=-35(LC 12). 3=-79(LC 12) Max Grav 1=120(LC 17), 3=131(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 4-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=5.OpsC h=15ft; B=45f1; L=24fC eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of Vuss to begging plate capable of withstanding 100lb uplift at joinl(s) 1, 3. A WARNMIG. Vedlydenfgnparamerersend READMOTES ON MSMDWCLUGEOMREKREFERANOEPAGEMLL74"mre 14lxtl2ef5eEF0REUSE i3esIgn valld form may with MReldDconnectors. TNscesign Is based onlyupon parameters shown. and Is form Individual Wltlhg component, not a leas system. Before use, the Wlding designer must verify the oraCcabBity of desIgn parameters arw Voperly hcaporate this design Into the overall "dngdeslgn, aochglndicatetllstoprevent WcklingofhdNidudlnfsswebaM/a chord membeis only. AdNllonaltempaayondpernmenilxacing M!Tek' fkatbmstorcige.deNeff.erfimbenbWbVOf1Cbt�tmlsSl/lPIIQUWIYClatla,DSB49cwx5iBuadhgCmpnent Parke East BNd. solely Informalon available earn 1m Hale Institute, 218N.fee Srreet.W1e312. Al.xarda VA22314. Tape,FL 33610 Job Truss Truss Type pry ply T11724636 504770-PSLP-PIOLUNEK V03 Valley 2 1 Job Reference o aonal Bbbetts Lumber 2x4 G 8.120 s Jun 222017 MiTek Industries, Inc. Mon Jul 31 13:64:57 2017 Page IDAMGHgVGe6ryE1YUEMmJmnYyf74F-BBlyvrrGAhMW BmmbXDLHM?ggV9OV6HUCDmwysX5y Scale =1:7.8 Plate Offsets(XY)-- 12:0-1450-0-0) 12:0-8-90-1-41.13:0-1-9.0-0-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (lot) I/defl Ud PLATES GRIP TCLL 20.0 Plate Gap DOL 1.25 TC 0.04 Vert(LL) n/a - n1a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/17PI2007 Matrix-P Weight:6 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 1=45/1-11-8,3=45/1-11-8 Max Horz 1=33(LC 12) Max Uplift 1= 13(LC 12), 3= 30(LC 12) Max Grav 1=45(LC 17), 3=50(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 2-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opsh h=15it; B=45ft; L=2411; eave=4lt; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantileverlefl and right exposed ;C-C for members and tortes & MWFRS for reactions shown; Lumber DOL=1.60 plate gap DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This Imss has been designed for a live load of 20.Opsf on the bottom chord in aI I areas where a rectangle 9-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to beadng plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Job Truss Type Oty Ply T71724637 504770-PSLP-PIOLUNEK TVO4 Valley 1 1 Job Reference factional) Tibbetts Lumber, 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Jul 31 13:54:57 2017 i 4x5 = 7 620 3.6 II 3.4 =11 Scale=1:26.2 8-10-0 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (lot) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Verl(LL) 0.02 5 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(TL) 0.D3 5 rdr 120 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(Q -0.00 6 n/a nfa BCDL 10.0 Code FBC2014rrP12007 Matrix-P Weight: 471b FT=20! LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.2 REACTIONS. (Ib/size) 8=223f8-10-0, 6=223/8-10-0, 7=318f8-10-0 Max Harz 8=-199(LC 10) Max Uplift 8=-259(LC 12), 6= 259(LC 12), 7=-26(LC 9) Maa Grav 8=223(LC 21), 6=249(LC 18), 7=374(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-8= 191/447, 4-6= 217/394 Structural wood sheathing directly applied or 6-0.0 oc pudins, except end verticals. Rigid telling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installationgulde. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=5.Ops1; h=15ft; B=45ft; L=24ft; eave=41h Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-1-0 to 1-11-0. Intedor(1) 1-11-0 to 4-5-0, Exterior(2) 4-5-0 to 7-5-0 zone; cantilever left and night exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord antl any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 7 except (t=lb) 8=259, 6=259. WARNING - Voruydaslgaparaarerersand READNOnet ON 7NISANDWCLUDEDMREKREFERANCEPAGEM274Mmv. 101MVISBEFOREUSE DeaM valid for use Wy WM Mnel0connectors. lhls UesignIs based mlyupon parameters shown, and Is form trldlvicuol bulding component, not a Inns system. Before IDO, line bulldiig dedgnef must verily the applicability Wdesign parameters and popedy incorporate thk design Into the overall bultYrgdeggn. f9ochglydlcated6toprevenlbucWlnDoflntlMdrwllnr4weDantl/orcMrtlmembersoNy. AdditbmltemporaryaftlpermanentbracN MiTek' 6ohvaysrequiredfa Mcalyandtopeventc»il vAthpossmlepersonalkiWa propertyd na .For generalgWtlanca reDardnD the fobkWlmsfmWo,detivery,eTe fimondbfaclr of Uuses tM systems ANSIffP116uaAtyG fe0c.DS849and BalWuCIng Component 69N Pmke East Bvd. safely INormation availme from Tmss Plate InstlMe, 218 N. Lee Street SAte 312 Alexandra. VA 22314. Tarrya. FL 33610 Job Truss Truss Type Oly Ply T11724638 504770-PSLP-PIOLUNEK V05 Valley 1 1 Job Reference (oDtlonall Tibbetts Lumber, 8.120 a Jun 22 2017 MiTek Industries, Inc. Mon Jul 31 13:54:58 2017 E74f 8 axe II 2x4 II axe II LOADING (psf) SPACING- 2-0-0 CSL DEFL in (loc) I/dell Vd TOLL 20.0 Plate Grip DOL 1.25 TO 0.38 Vert(L-) 0.01 7 r1r 120 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(TL) 0.01 7 n/r 120 BOLL 0.0 ' Rep S[mss Incr YES WB 0.05 Horz(TL) -0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Mehl LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 OTHERS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 1-6-0, Right 2x4 SP No.2 1-6-0 REACTIONS. (lb/slze) 2=387/8-10-0, 6=387/8-10-0, 8=-3/8-10-0 Max Horz 2=-102(LC 10) Max Uplift 2=375(LC 12), 6=-375(LC 12), 8=-3(LC 1) Max Grav 2=387(LC 1), 6=387(LC 1), 8=279(LC 12) FORCES. qb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-446/694, 4-6_ 4461694 BOTCHORD 2-8=-443/308, 63=-443/308 WEBS 4-8=-384/222 Style=1:20.8 PLATES GRIP MT20 244/190 Weight 40lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOTCHORD Rigid ceiling directly applied or 8-10-12 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL-4.2psl; BCDL=5.Opst; h=15ft; 8=45ft; L=241t save=411; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Extenor(2) -1 -1 -0 to 1-11-0, Intedor(1) 1-11-0 to 4-5-0, Exlerlor(2) 4-5-0 to 7-5-0 zone; cantilever left and night exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 8 except (t=lb) 2=375,6=375. J ob Truss Truss Type Dry Ply T11724639 504770-PSLP-PIOLUNEK V06 Valley 1 1 Job Reference (optional) Tibbetts Lumber, 8.120 S Jun 222017 MITek Industries, Inc. Mon JUI 3113:54:59201/ raga ID:OMGHgVGe6ryE1 YUEMn JmnYyIZ4F-7Z9iKLtWiIcE04w eeiSMCOHGe93sP?AKohKroysXSw 4.5 = Scale = 1:14.8 u d d 4 2x4 9 2x4 11 2x4 1 o e B-o-o 0 e 7.11.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress [nor YES WB 0.04 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-P Weight: 25111 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 1=125f7-11-0,3=125f7-11-0,4=249/7-11-0 Max Horz 1=-62(LC 10) Max Uplift 1=-79(LC 12). 3=-79(LC 12), 4=-79(LC 12) Max Grav 1=125(LC 1), 3=128(LC 18), 4=249(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudlns. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that StabiUzers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf,, BCDL=S.Opsf; h=1511; B=45tt; L=241h, eave=lft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) 0-7-9 to 3-7-9. Intedor(1) 3-7-9 to 4-0-0, Extedor(2) 4-0-0 to 7-0-0 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) Gable requires continuous bottom chord beading. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at Joint(s)1, 3, 4. QWARNING- VedNdast9nparsmetersand R£AON"Re, ON TN MDWCLUOEOMREKNEF£RANCEPAGEMR74Mmre 1CN32015GUORE USE Design veld form only vAlh MiTek®connectors.8tls design h boreal only upon parameters shown, and is form IncrAcud building component, not a truss system. Before use, the balding designer mull verify me aWlkobrity of design parameters and properly Incorporate lhk design Into the overall buBdrgdeegn. HacNd cafe btoprevenlbucWfrgofMWLidhussweba lord idmem5 mr y. AdGllondlemporaryantlPermaanlbfmhV MITek' b dways resgrired for elivelryo re to n oncl bcdin ofcalm poss0le personal trrlrAy AN properly tlarnade. F, genera d R aroe r roar Com the fafaryI bn anal Crockg of lmssesandmot. fem ClaclitrC4NAa, DSB-99 and BCSl Building Component Tamps. tl. aval blefrorecibn 12.AlexandrI VA223 Salary INormaHon avdldxe from loss Role Institute. 218 N. Lee StmeL Suite 312 Alexandra, VA22314. Information FILrk. 33610 Tempe, FL 33610 Job Truss Truss Type Cry Ply T11724640 504770-PSLP-PIOLUNEK V07 Valley 1 1 Job Reference (optional) Tibbetts Lumber, 8.120 a Jun 222017 MiTek Industries, Inc. Mon Jul 31 13:54:592017 Page t ID:OMGHgVGe6ryE1 YuEMmJmnYy4Z4F-7Z9iKLtWiICEC4w_eeiSMCOKoegTsPGAKohKmysx5w 2-DO 4-0.0 2-0-0 2-0-0 v g 2x4 i 3x4 = z 2x4 Scale =1:7.7 ro LOADING (pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress incr YES Code FBC2014/TP12007 CSI. TC 0.07 BC 0.09 WB 0.00 Matrix-P DEFL In Ved(LL) n/a Ved(TL) n/a Horz(TL) 0.00 (too) Well Ud - n/a 999 - n/a 999 3 We n/a PLATES GRIP MT20 244/190 Weight: 101b FT=20%. LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=101/3-11-0, 3=101/3-11-0 Max Horz 1=-26(LC 10) Max Uplift 1=-48(LC 12). 3=48(LC 12) FORCES. (Ib) - Max Comp./Max Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=1511; B=45fk L=24ft; eave=41k Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Fxtedor(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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent Win any other live loads. 5) ' This truss has been designed for a live load of 20.0psi on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at Joint(s)1. 3. QWARNING-Veuxdeslaje..f...dREAD NOTES ON MSS DINCLUDWU?KREFERANCEPAGEM1473rev. 10113Raf5 BEFORE USE Dedgn valid for use oNywlih MBefabconneefors. lNs desgn b based only upon paanefers shown, arW h form Ndlvidual building component not a Ituss system. Before use, iM Wldlx, designer musl verify Inc applicability of design paraneters and pQpedy Incorporate, this design Into Bne overall blcmg,dedim.Bracing [ndIcated Isla prevent bucNing oflrWlvklual buss, web and/or cMrd members only. AddinomltemporarymdpeM nlbraclrg MiTek' Is always lectured for stability and to pevent caltmea wim posffile personal btuy and property demons. For general guldrance regadrg Inc fabrication, storage, delivery, erection and bracing of Inrsses arW hmz systems, seeANSI/TPII Quality Criteria, 1358-89 and 8C51 Building Component 6904 Pork. East Bud. Safety Information available from Truss Plate I siWte. 218 N. lee sheet, SW1e312. Alexancift VA 22314. Terry.. FL 33610 Job Tmss Truss Type city Ply ' T11724641 604770-PSLP-PIOLUNEK V08 Valley 1 1 Job Reference (optional) ❑bbelts Lumber, 8.120 s Jun 222017 MiTek Industries, Inc. Mon Jul 31 13:66:00 2017 Paget ID:GMGHgVGe6ryE1YUEMmJmnYyIZ4F-bmj5Xgt8Tck52EVACLDhvPxTf2U1 brhKZSR1NFysX5v 20 II 3 2x4 i Dc4 54 1 2x4 II LOADING (psf) SPACING- 2-00 CSI. DEFL. in Qoc) I/deft L/d TOLL 20.0 Plate Gdp DOL 1.25 TC 0.25 Vetl(LL) n/a - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(FL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 HOR(TL) 0.00 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.2 REACTIONS. (Ib/size) 1=89/7-11-8,4=111/7-11-8,5=335f7-11-8 Max Horz 1=194(LC 12) Max Uplift 4=-73(LC 12). 5=-220(LC 12) Max Grav 1=89(LC 1). 4=122(LC 17). 5=367(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2= 300/131 WEBS 2-5=277/434 Scale=1:25.1 PLATES GRIP MT20 244/190 Weight: 311b FT=20% Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. Rigid calling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=S.Opsf; h=1511; B=451t; L=241t; eave=4Fl; Cat. II; Exp C; Encl., GCpi-0.18; MW FRS (directional) and C-C Extedor(2) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 7-10-4 zone; cantilever left and fight exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) 4 except Qt=lb) 5=220. Symbols PLATE LOCATION AND ORIENTATION 1 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1/1 dr For 4 x 2 orientation, locate plates 0-"O from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use Tor I bracing if indicated. BEARING Indicates location where bearings ,ono (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSIITPll : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses, Numbering System I 6-4.8 I dimensions shown Insixteenths t scale) II—�I (Drawings not to state) c O U a O JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI t section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MITek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, Is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locatlons are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with AN$t/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design Is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural considerollon and Is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is Installed, unless otherwise noted. 15. Connections not shown are the responslblllly of others. 16, Do not out or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless Indicated otherwise. 18, Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20, Design assumes manufacture In accordance with ANSI/TPI1 Quality Criteria. SCANNED BY St. Lucie County FORM R405-20:14 FLORIDA ENERGY,EFFICIENCY CODE FOR BUILDING CONSTRUCTION 0 Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: BRIDGEPORT II REVISED PIOWEK I ESIDNECE Builder Name: PORT ST LUCIE PROPERTIES - Street: 5116 PALMETTO DRIVE Penm Office: ST LUCIE COUNTY City; State, Zip: FORT PIERCE, FL, 34982 Permit. Number, Owner-. ANDTHONY AND ANN MARIE PIol-UNEK Jurisdiction: Design Loodon: FL, Fort Pierce County,: St Lucie (Florida Climate Zone 2 ) 1-. New construction or a;dsting New (From Plans) 9. Wall Types (2305.7 sgfL) Insulation Area 2. Single family or multiple family Single family a. Concrete Block- E)a lnsui, Exterior R=4.1 2023A0 ft' b. Frame, Wood, Adjacent R=11.0 282.33 ft- 3. Number ofunits, I multiple family 1 c. N/A R= fP 4: Number of Badroome 3. d, N/A R= ft' @. Is fhis.aworstcese7 No 40•Coling Types'(1986,0 soft) Insulation Area a under AtticNerited) R=30,0 1986.00 ft-. 6. Conditioned floor area above grade. (ft') 1986 b. NIA R= fP Ggnditioned.floor area balm grade (it=) 0 c. N/A R= 1(' 11. Ducts R 42 7. W indows(276.0 sgfL) Description Area a. Sup: Attic, Ret Attic, AH: Garage 6 175 a. U-Factor, Sgl, tl=0.65 276.60 f? SHGC: SHGC-0.25 h. U-Factor, NIA ft' 12, Cooling. systems kBtu/hr. Efficiency SHGC: a. Central:Unit 35A 6EER:16.00 ' c. U-Factor. NIA ff 1 SHGC; 13_Heating systems kBtulhr Efficiency d. 6-Factor: NIA ft' a. Electric Ship Heat 27.0 GOPa1 00 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0:250 14. Hot water systems a, Electric Cep:40 gallons 8, FlotrTyp es (1986.0 s Insulation Area �) 1. EF: 0,980 - a.Slab-Oo-Grade Edge Insulation R=AO 1986.00W b. Conservation features b. WA _ R= It- None ' c. NIA R= f12 16, Credits None Glass/Floor Area: 0.139 Total 'Proposed Modified Loads: 71.22 PASS Total Baseline Loads: 71.56 I hereby certify that the plans and specifications covered by Review of the plans and 4SUE STAp this calculation are n compliance with the Florida Energy, specifications covered by this ° Code. calculation Indicates Compliance Code. y�a„ ,„3` O with the Florida Energy m„"••..,�`-;, PREPAR D X: DATE: Before construction is completed this building will be inspected for a _ , . compliance with Section653.908 I hereby certify that this building, as designed,, is in compliance Florida Statutes. Lj JES CDD With the,Florlda Energy Code. ^ WT'� OWNEWAGENT^ y BUILDING OFFICIAL: , DATE: 'DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as ceitifed factory "-sealed in accordance with R403.2.2.1., Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402:4.1.1 and an envelope leakage test report In accordance with R402.4.1.2. 7/20120171:27 PM fnergyGauge® USA- FliiR02014 Section R405A.1 Compliant Software Page 1 of 6 FORM R405-2014 , PROJECT TiOe: BRIDGEPORT II REVISED P Bedrooms: 3 Address Type: Street Address Building Type: User Condlilmed Area: 1986 Lot# Owner. ANDTHONY AND ANN MARI Total Stories: 1 BlockfSub9WIon: # of Units: 1 Worst Case: No PlatBoolc Builder Name: PORT ST LUCIE PROPERTI Rotate Angle: 0 Street: 5115 PALMETTO. DRIV Permit Office: ST LUCIE COUNTY Cross Ventilation: No county.. St Lucie - Jurisdiction: Whole House Fan: No City, state, Zip: FORT PIERCE, Family Type: Singlefamily FL, 34W NOIEidsfing: New(Fibm Plans) Comment: CLIMATE ICC Design Temp Int Design Temp Heating - Design -Dally Temp gesign Location TMY Site Zone 97.5 OA 2.5 % Winter Summer Degree Days Moisture Range FL, Fort Pierce FL VERO BEACH_MUNI 2 39 90 70 75. 299 62 LOW. BLOCKS Number Name Area Volume 1 Entire House 1986 19994.6 SPACES Number .Name. Area Volume Kitchen Occupants Bedrooms , Intl] ID Finished Cooled Heated 1 MASTER BEDROO 323 3202.3 No 0 '1 1 Yes Yes Yes 2 MWIC 40 404 No 0 1 Yes Yes Yes 3 M BATH 198 1999.8 No 0 1 Yes Yes Yes 4 MWIC2 40 404 No 0 1 No Yes Yes 5 FAMILY ROOM 216 2181.6 No 0 1 Yes Yes Yes 6 FOYER DINING RO 195 1969.5 No 0 1 Yes Yes Yes 7 CABANABATH 54 545.4 No 0 1 Yes Yes Yes 8 KITCHEN 268 2706.8 Yes 0 1 No Yes Yes 9 NOOK 112 1131.2 No 0 1 Yes Yes Yes 10 BEDROOM 3 168 1696.8 No 0 1 1 Yes Yes Yes 11 CLST 3 20 202 No 0 1 Yes Yes Yes 12 BATH 2 60 606 No 0 1 Yes Yes Yes 13 BEDROOM 2 176 1777.6 No 0 1 1 Yes Yes Yes 14 CLST 2 20 202 No 0 1 Yes Yes Yes 15 UTILITY ROOM 64 646A No 0 1 No Yes Yes 16 HALL. 32 2562 No 0 1 No Yes Yes FLOORS # 'Floor Type Space Perimeter PerimeterR-Value Area Joisi RrValue file Wood Carpet 1 SlabOn-Grade Edge Insulation MASTER BEDRO 30.61t 0 323 fP — 1 0 0 2;Slab-On-Grade Edge Insulation M W IC 6Tt 0 40 ft' — 1 0 0 7/20/20171:27 PM Energy.Gauge® USA - RaRes2014 Section R405.4A Compliant Sofvjare Rsga2 of.6. F(1RRA RAM-9D714 — — FLOORS. # Flocr Type Space, Perimeter Pefuneter.R-Value Area Joist.R-Value Tile Wood Carpet 3 Slab -On -Grade Edge Insulation M BATH 40-ft 0 198 fP -- 1 0 0 4 Slab-On;Grade Edge Insulation MWIC2 1ft 0 40.fl -- 1 O 0 5 Slab -On -Grade Edge Insulation FAMILYROOM .12 It 0 216 W ---- 1 0 0 6SIah-On GradeEdge Insulation F9YERDINING 19ft 0 195 fP _—_ 1 0 0 7 Slab -On -Grade Edge Insulation CABANA BATH 21It 0 �54 ft? — 1 0 0 8 Slab -On -Grade Edge Insulation KITCHEN 1It 0 2W fF -- 1 0 0 9 Slab -On Grade Edge Insulation NOOK 22ft 0 112 fN 1 0 0 1OSIeti-Ou-.Grade Edge Insulation BEDROOM -3 26 it 0 168 ftz 1 0 0 11Slab-On-Grade Edge Insulation CLST3 2It 0 20 f12 —_ 4 0 0 12SIab-On-Grade Edge Insulation BATH 2. 6 ft 0 60 ft. .-- 1 0 0 13SIab-OmGrade Edge Insulation BEDROOM 2 12 ft 0 176 ft' -- 1 0 0 14SIab-On=Grade Edge Insulation CLST 2 21t 0 20 ft — 1 0 0 16SIab-On-Grade Edge Insulation UTILMYROOM 1ft 0 64 ft- — 1 0 0 1631ab-On-Grade Edge Insulation HAIL 1 ft 0 32 ft' — 1 0 0 ROOF Roof Gable Roof Solar SA Emitt Emtt Deck. Pitch J # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles Ml f? 0. t'- Medium 0.6 No 0.9 No 0 26.6 ATTIC J # Type Ventilation Vent Ratio (1 in) Area RES IRCC 1 Full attic Vented 300 1986 ft'- N N 7/20120171:21 PM EnergyGaugeO USA- FlaRes2014 Section R405:4.1 Compliant Software Page 3 of 6 y A O Ipp I I li li li I+ I' li AC I' li I+ I! I I I I I I I I. I I I I I' m Z Z Z' Z Z Z c (n co m w m Z co 0 O O mm mIn �7 In mm fmn w1� 3S '.m I1n� it � - D t. > C > C 5 C > G > C > C C C C C C C C C C p �° m m �°. �°. o: m ❑. ❑.. m �. m m, m o. o. m a. �. m ❑. m. o. m m N, m A m m m m �. `-° `� :�. o �o T T o'C �o. 0 p p C)p C.):o , �� .0 .0 2 2 2< 2 2 2 2 2 2 2 2 2< 2 2 m o 0 0 0 0 0 so '. Sal m'. m m :w ou m m m m m m. m m m 2 m W W m W F F F a' F fC' F F F F F F F JmC JC m m mF N= N e N> N S > S N= Ng[a N N E] N N N c M c 'N c N e N N H m m T Oi D W E O> 5 O' A A Z Z Z y. A �'—r 3 trFn D-1 2 D 1" O 7 y �G A o m:. :(tia. O O ,O -D 'D 7.1 C m W OI i a r�7 A Q' Z�'� { W m. 3 pp T. O F .D. D 2 -Di 2 -DI 2 p A [n. m A N O N w p :75 m. 'Z- m' Z Q N= O m p p N w w > D D -1 D -1 z — 0 O m m m' 0 N �+ -'. Z O � :+ :. :+ ! ! :. _. A :. � > -� � + � -� ! -• � _,� w w w RI. i � w w w w w w w w w w w w w § a y Li $ m p O O g N� N q A OWj W A O W A O w w Dry 'N W. .� m '� IT N G <IN IV 'A IJ C W A ? f1N OI . 'O W . W V W W' S. m u T � 0 0 0 0 0 0 o o 0 0 0 0 O O N p0. O O O O O O O O O O O O O 'W O b O O O O O p„ Q� gC gL gC gG gC gC gG SG gG �Gj g< gC $S� 8G $G$' � O 0 o m aJ mp_ FORM R405-2014 DOORS # Omt DoorType Space Storms U-Value Width Height Area Ft In Ft In _ 1 E. Insulated FOYER DINT None .39 6 8 48 ft' 2 SW Insulated NOOK None A 5 8 40 ft' WINDOWS _ Orientation shown is.the entered, Proposed orientation. Wall Overhang # .Ornt. ID Frame Panes NFRC U-Faclbr SHGC Area Depth Separation Int Shade Screening 1 S 1 Metal Low-E Single Yes 0.65 025 :%.O.W '1 ft O in 1 ft 4 in None None _ 2 E 5 Metal Low-E Single Yes 0.65 0.25 15.0 W 1 It 0 in 1 ft 4 In Nate None _ 3 S 6 Metal Low-E Single Yes 0.65 025 9.0 ft' 1 ft 0 in 1 ft 4 in None None _ 4 W 7 Metal Low-E Single Yes 0.65 026, 720fF 11t 0 in 1 ftA In None None _ 5 E 8 Metal Low-E Single Yes 0.65 0:25 36.0 R2 1.ft 0 in 1 ft 4 in None None _ 6 N 9 Metal LovFE Single Yes 0.65 0.25 24.0 ft= 1 It 0 in 1 ft4In None None _ 7 S 10 Metal Low•E Single Yes 0.65 0.25 9.O ft2 1 ft Din 1 ft4an None None _ 8 S 12 Metal LovrE Single Yes 0.65 0.25 15.0$' 1 It 0 in 1 ft4 in None None _ 9 W 14 Metal Low-E Single Yes 0.65 0-.25 30.0 ft t It 01n 4 R 4 in None None _ 10 W 16 Metal Low-ESingle Yes 0.65 025 15:Oft' -1 ft0in 1ft41n None None _ 11 N 18 Metal Low-E Single Yes 0.65 0.25.. 6.0 tt' 1 it 0 in 1 ft 4ln None None 12 N 19 Metal Lov-ESingle Yes 0.65 0.25 16.0ft': 1. H0in 9ft4in None None GARAGE # Floor Area Celling Area Exposed Wall Perimeter Avg. Wal Height Exposed Wait Insulation 1 Sion. 384 ft' 28 ft loft 11 INFILTRATION # Scope Method SLA CFM50 ELA EgLA ACH ACH50 1 WholehWee Proposed ACH(50) :000448 2332.7 128.06 240.84 .3269 7 HEATING'SYSTEM # 5'ystern Type Subtype Efficiency Capacity Block Ducts 1 Elaciric Strip Heat None COP..l 27 kBtulhr 1 eys#1 'COOLING SYSTEM # .System Type SubiypO Eftiiplency Capacity Air.Flow SHR Block Ducts 1 Central Unit Sptit SEER: 16 3.6.4 kBtu/tir 1,062 cfm, 0.7 1 sys#1 7/20120171:•27:PM FseigyG4ggq0 LISA - FlaRes2014'Seotton R405:4.1 Compliant Software;, Page -5 ai 6 FORM 05-2014 146t.WATEkSYSTEM # System Type SubType Location EF tap Use SetPnt Conservation I Electric None Garage 0.4 40 gal 60.9 gal 120 deg None SOLAR 001 WATER SYSTEM FSEC Collector Storage Carl # CompanyName System Model # Model Area Volume FEF None None ftZ DUCTS: supply R04M = Ak dFW 25 CFM15 HVAC # Local1w, It Value Area Location Area Uakade Type Handler TOT OUT ON RLF Heat Cool Attic 6 175 fr' Atfic 18 It. Default Leakage Garage, (Default) c(Default) a 1 1 TEMPERATURES Pro grarnableThermcistat N Calling Fans: Cooling Jan Heating Jan FFebb Feb Mar Ag A pr ay un May JulJ Jun [IM Aug Sep Se � 00 ott Nov NmW Dec Dec Venting Jan Mar Apr M sy Jun JulSep S Oct, N 0 e, ThermostatSphbiJule: HERS 2006.R6ferenQq Hours Schedule Type 1 z 3 4 5 6 '78 9 10. 11 Ii Cooling (WO) 78 78 78 78 78 78 78 78 78 .80 78 80 70 80 Te 8d 78 PM 80 80 00 SO 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78. 78 78. 80 78 80 78 80 78 so 78 PM 80 80 so 80 78 78 Heating (WD) AM 65 66 65 65 65 65 65 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 Heating (WEH) AM 64 11 6 fiii 6 68 68 611 68 68 PM �68 6R 68 68 .68 712012017 1:27 PM Energy6pug& USA - FlaRes2014 Section 94054.1 C'omPllaTii9oftwam. Page 0 of 6 FORM R405-2014 TABLE 402:4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Protect Name: BRIOGEPORT H REVISED PIOLUEK RESIDNECE Builder Name: PORT ST LUCIE PROPERTIES Street 5115 PALMETTO DRIVE Pemllt Office: 'ST LUCIE COUNTY City, State, Zip: FORT -PIERCE , FL, 34982 Permit Number. Owner: ANDTHONY AND ANN MARIE PIOLUNEK Jurisdiction: De`sigrt Location: FL, Fort Pierce COMPONENT CRITERIA CHECK. Air barrier and thermal barrier A continuous airbarrier shall'be installed in the building envelope. Fi40&r thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air-pemieatile insulation shall not.be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attio.spaces shall be sealed. Comers and headers shall be insulated and the junction of the foundation Walls and'sill plate shall be sealed. The junction of the top plate and the top or exterior Walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/doorjambs and framing and skylights.and Rim 'oists Rim joists are insulated and include'an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The:air barrier shall be installed at any exposed edge of insulation. Crawl. space walls Where provided in lieu of floor insulation, insulationshall be permanently attached to the. crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I Shafts, penetrations Duehshafts, utility penetrations, and flue.shaft openings to. exterior or unconditioned space shall be sealed. Narrow- cavities .Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces; Garage separation Air sealing snail be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures Installed in the building thermal envelope shall be air. tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in. " exterior walls; or insulation that on Installation readily conforms to available space shall extend behind piping and wiring. Shower/tub. on exterior wall "Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electricallphorie box on The air, barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be Installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be :"sealed to the sub -floor or drywall. Fireplace An air barrier shall be Installed on fireplace walls. Fireplaces shall have gasketed doors 112012017 1:28 PM EnergyGaugA USA - RaReS2014 Section R405.4.1 Compliant Software Page'1 of 1 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. 5115 PALMETTO DRIVE, FORT PIERCE, FL, 34982 1. New construction or ebsting New (From Plans) e. Wail Types Insulation Area 2. Single family or multiple family Single-family. a. Concrete Block.-Exttnsul Ederior R=4;1 2023.40ft- b Frame -Wood, Adjacent R=19.0 2fiz33 ft? 3. Number of unds, If multiple family 1 c NIA R= f12 4. Numberof Bedrooms 3 d. N/A R= ft- S.10. Is this a worst Dose? No Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1986.06 ft- 6. Conditioned floor area 1986 b. NfA R= ft2 7. Windows— Description Area c. N/A R= ft' A. U-Factor. Sgl, U=0.65 276.06 ft2 11. Ducts a. Sup: Attic, Rot: Attic, AH: Garage R ft- 6 175 SHGC: SHGC=025 b. U-Factor: N/A tv SHGC: 12.. Cooling systems kBttdhr Efficiency c. U-Factor: N/A ft- a. Central Unit 36.4 SEER:16.00 SHGC: d. U-Factor. N/A ft2 13. Healing systems kBtulhr Efficiency SHGC: a. EfectfibStnp Heat 27.0 c6p:.-Uo Area Weighted Average overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.260 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1986.00 ft- a Electric EF: 0.08 b. N/A R= ft' b. Conservation features c. N/A R= ft2 None 15. Credits None I certify that this home has complied With the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home Before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliagaLfeatures. Builder Signature: Date: Adoressof.New Home: G 1(5 0/alhr l (j City/FLZip: FP,� L "Note: This is not a Building Energy Rating. If. your Index:ia below 70, your home 'i is qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492,or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. "Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT: 7120120171.28 PM EnergyGaugeP USA- FlaRes2014 - Section R465AA Compliant Software Page 1 of 1 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: 504770-PSLP-PIOLUNEK - MiTek USA, Inc. Site Information: I6a9004 aParrke3East Blvd. Customer Info: PORT SAINT LUCIE PROPERTIES Project Name: PIOLUNEK Rt5 P M0 :to-4115 el LottBlock: Subdivision: Address: 5115 PALMETTO DRIVE City: PORT SAINT LUCIE State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf 'Floor Load: N/A psf This package includes 63 individual, 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name I Date No. I Seal# ITruss Name I Date 1 1 T11724579 1 A01 7/31/17 118 IT117245961BO6 7/31/17 12 1 T11724580IAA03 02 7/31117 1713/17 119 I T117245971 B07 17/31/17 1 13 IT1172481 201T11245991C01 T11724598IEI08 17/31/17 1 T1 1724582 1 A04 314 1/171 7/31/17 5 1 T1 1724583 1 A05 17/31/17 122 1 T1 1724600 1 CO2 7/31/17 I I T11724584 A06 7/31/17 I23 T11724601 CO3 17/31/17 7 T11724585 A07 17/31/17 124 T11724602 C04 1 7/31/17 1 8 T11724566 A08 7/31/17 25 T11724603 C05 7131/17 9 T11724587 A09 7/31/17 126 1 T11724604 1 C06 7/31/17 110 1 T1 1724588 1 Al 0 3 . 271T117246061C08 !1! 724605 1 C07 17/31/17 1 Ill IT11724589IAi1 171/17 I7aUl7 J 112 I T1 1724590 1 At 2 17/31/17 129 1 T1 1724607 1 C09 17/31/17 13 T11724591 B01 7/31/17 130 1 T11724608 1 CJi 7/31/17 14 1 T11724592 1 B02 7/31/17 131 1 T11724609 1 CJ2 7/31/17 15 T11724593 B03 7/31/17 32 T11724610 CJ3 7131/17 16 T11724594 B04 7/31/17 33 T11724611 CJ4 7/31/17 17 T11724595 1 B05 7/31/17 134 1 T11724612 1 CJ5 7/31/17 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Tibbetts Lumber Company -Palm Bay. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSIIrPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/rPl 1, Chapter 2. o°p� PS A ,A�@ S • � ��i No 39380�•._�� G Thomas A. Alban) PE No.39380 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa R.33610 Data: July 31,2017 Albani, Thomas 1 of 2 RE: 504770-PSLP-PIOLUNEK - Site Information: Customer Info: PORT SAINT LUCIE PROPERTIES Project Name: PIOLUNEK RES Model: Lot/Block: Subdivision: Address: 5115 PALMETTO DRIVE City: PORT SAINT LUCIE . State: FL No. I Seal# ITruss Name Date 35 1 T11724613 1 E01 7/31/17 36 1 T1 1724614 1 E02 17/31/17 37 IT117246151 EJ2 17/31/17 38 T11724616 EJ3 17/31/17 39 1 T1 1724617 1 EJ6 17/31/17 40 T11724618 EJ7 7/31/17 41 1 T117246191 EJ7 1 7/31/17 1 142 1 T1 1724620 1 EJ61 17/31/17 143 1 T11724621 EJ62 17/31/17 1 H 1T117248221EJ63 17/31/17 145 1 T1 1724623 1 EJ64 17/31/17 1 146 1 T1 1724624 1 EJ65 17/31/17 1 147 I T1 1724625 1 EJ71 17/31/17 148 IT11724626JEJ81 17/31/17 149 1 T11724627 1 G01 17/31/17 I 150 1 T117246281 G02 17/31/17 �51 I T11724629 HJ2 17/31/17 1 152 1 T1.17246301 HJ3 17/31/17 1 153 1 T1 1724631 1 HJ5 17/31/17 1 154 1 T11724632 1 HJ6 17/31/17 55 T11724633 I HJ7 17/31/17 1 56 1T11724634 Vol 17/31/17 1 157 1 T1 1724635 1 V02 17/31/17 158 1 T1 1724636 1 V03 17/31/17 I 59 T11724637 VO4 7/31/17 60 1 T11724638 V05 17/31/17 161 1 T1 1724639 1 V06 17/31/17 1 162 T11724640 I V07 17/31/17 63 T11724641 1 V08 17/31/17 2of2 Job Truss Truss Type Cry Ply T11724579 504770-PSLP-PIOLUNEK A01 Common 1 1 Job Reference (optional Tibbetts Lumber, 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Jul 31 13:64:04 2017 Sx6 = Scale=1:69.5 ty 0 axe = 6,6 = Sx9 = 616 = 4x5 = LOADING (pat) SPACING- 2-0-0 TCLL 20.0 Plate Grp DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BOLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/FPI2007 CSI. TC 0.59 BC 0.93 WB 0.32 Matdx-AS DEFL Ved(I-Q Ved(TL) Horz(TL) in (loc) Wall Ud -0.31 11-12 >999 240 -0.73 11-12 >567 180 0.14 8 n/a We PLATES GRIP MT20 244/190 Weight: 208 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied. 10-11,11-12: 2x4 SP M 31 WEBS 1 Row at mldpt 5-11. 6-11, 4-11 WEBS 2x4 SP No.2 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2=139015-9-13, 8=1516/0-7-10, 13=162/0-3-8 Max Harz 2=430(LC 10) Max Uplift 2=-768(LC 12), 8=-777(LC 12), 13-11(LC 12) Max Grav 2=1475(LC 17), 8=1587(LC 18), 13=208(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3_ 2721/1568, 3-4=-2424/1406, 4-5=-1733/1172, 5.6=-172B/1172, 6-7=-2521/1421, 7-8=-2825/1584 BOT CHORD 2-13=-1241/2675, 12-13=-1241/2675, 11-12=-837/2130, 10-11=-869/1903, 8-10_ 1255/2450 WEBS 5-11=-703/1223,6-11=-818/560, 6-10=-163/570, 7-10=-428/421,4-11=-761/553, 4-12=-149/474, 3-12=-414/419 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.0psf; h=15tt; B=45ft; L=401t; eave=5ft; Cat. II; Exp C; Encl., GCpI=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 3-0-0, Intedor(1) 3-0-0 to 20-0-0, Exterlor(2) 20-0-0 to 24-0-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 13 except Qt=11b) 2=768, 8=777. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrack be applied directly to the bottom chord. O WARNWG. VedfydeslgnparamatmsenCREADNGi ONTHSANDWCLUDEONUEKREFERANCEPAGEMIP74mle.1aN3 58EFDRE USE Design valid form onlywnh M9eMconnectors. lntsdesim is based oNy upon poramefers shown, cud is form lndMdual bulding component. net �f L a true system. Before use, the bWlotrg designer must verify the mfellocUlN of design Parameters and Merely Incorporate lit& deign Info the overall buDalnptleslgn. Mockg[WwatedhtopreventWcM gofUstllvldualtmsswebaM/orchmdmembemo y. Adalflonallemporaryandpernarenibrach, k always requtred for stability and to Vevenl collapse with pomble ramnal Injury and property damage. For General 9uldafsoe reflarting the Mew falsrloalb storage, deWery. erection and bracing of fusses and fuss, systems seeANSI/1Pfl GuMty criteria,DSB-89 and BCSI BuBding Component 6904 Parke East Blvd. safety INormatfon available from free Plate ImtlMe, 218 N. lee Street. Suite 312. Alexandra VA 22314. Tanga, FL 33610 Job Truss Truss Type Oty Ply ' T11724580 504770.PSLP-PIOLUNEK A02 Common 1 1 Job Reference o aunt Tibbetts Lumber, Sxe = a.l eu s dun zz eul r muex mausmes, Inc. man dm ai i3:54:052017 r Swle = 1:69.5 3x6 II 5x6 = 34 = 6x6 = 3x6 = 3.6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress incr YES Code FBC2014/rP12007 CSL TC 0.53 BC 0.91 WB 0.61 Matrix -AS DEFL. Vert(LL) Vert(TL) Horz(TL) in (too) I/defl Ud 0.13 13-16 >653 240 -0.6210-11 >631 180 0.06 8 n1a n/a PLATES GRIP MT20 244/190 Weight: 215 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling directly applied. WEBS 2x4 SP No.2 WEBS 1 Row at midpl 6-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=92/0-3-8, 13=1764/010-13, 8=1212/0-710 Max Horz 2=430(LC 11) Max Uplift 2=-268(LC 12), 13=-946(LC 12), 8=-624(LC 12) ` Max Grav 2=196(LC 21),13=1771(LC 17), 8=1302(LC 18) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-220/725, 34= 878/579, 4-5=-1090/781, 5-6=-1051/794, 6-7=-1914/1045, 7-8= 2223/1213 BOT CHORD 2-13=-662/339, 12-13=-630/318, 11-12=-159/882, 10-11=-527/1290, 8-10=-92211915 WEBS 3-13=-1720/963, 3-12=-550/1332, 4-12— 571/387, 4-11=-58/330, 5-11=-341/638, 6-11=-837/557, 6-10=-168/607, 7-10=-439/430 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=5.Opsf; h=1511; B=45ff; L=40f; eave=511; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) 1-0-0 to 3-0-0, Interior(1) 3-0-0 to 20-0-0. Exterior(2) 20-0-0 to 24-0-0 zone; cantilever left and right exposed; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip COL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psl 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= IO.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except 01=1b) 2=268, 13=946, 8=624. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. O WARNING-Vedryded,.,avmaVaa.ad REAO NOTES ON MIS AND vCLUDEOwTEKREFERANCEPAGEW7=re% lGlWaI5BEFORE USE DedonvalidforuseoNywtlh VIT.Mconnectors. thisdedgn Isbasadonlyupon parameterssllown. anul bfofan kxfiddual building component.not a truss rystem. Betas use, the bWking designer mull verify the WpilcaMIN of dadgn paramefers and properly Incorporate Orb tlesign Into the overall ��- btcOwdedgn. BlacNglndkaletlbfo prevent WCWbg of lntllvldual mrsweb arW/a clwrtl members oNy. Atldltlawl tempwaryuW pemrareni bating MiTek' b always tec"red for dabllilyarul to prevent collapse wlih possble penonol WXY and VOPedY damage. rorgeneralgNd oTat;,andUngthe fabkbibrt sbrage, delNery, ereckan and bracing or InmesarW ImssKtems, seeAN51/1PI1 Qua ty CAleria, DSB-89 and BCSI Building Component 61)N Parke East BNd. Safety Information avlloNe from Irur Rate IraBMe,218 N.Ice street. suite 312 Nexancria, VA22314. Tampa,FL 3MIO Job Truss Truss Type aN Ply TI 1724581 504770-PSLP-PIOLUNEK A03 Common 1 1 Job Reference o lional Tibbetts Lumber, e 8.120 s Jun 222017 MiTek industries, Inc. Mon Jul 31 13:54:06201 Scale=1:69.5 5x6 = 5x8 = 5x8 = 6x6 = 3x6 = 3x6 = LOADING (pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 125 Lumber DOL 1.25 Rep Stress Incr YES Code FB02014frP[2007 CS]. TC 0.51 BC 0.99 WB 0.47 Matnx-AS DEFL, Vert(L-) Vert(TL) Horz(TL) in (too) I/deft Ud 0.32 13-16 >345 240 -0.69 12-13 >537 180 0.05 9 n1a n1a PLATES GRIP MT20 2441190 Weight: 2141b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling directly applied. WEBS 20 SP No.2 WEBS 1Row at midpt 5-13.7-12 MiTek recommends that Stabilizers and required cross bracing - be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=156/0-3-8, 13=1793/0-10-13, 9=1119/0-7-10 Max Harz 2=430(LC 11) Max Uplift 2=313(LC 12), 13=-1029(LC 12), 9=-573(LC 12) Max Grav 2=256(LC 21), 13=1822(LC 17), 9=1216(LC 18) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3— 129/510, 3-4-223/668, 4-5=-149/666, 5-6-911/641, 6-7= 876/655, 7-8=-1714/925, 6-9=-2025/1093 BOT CHORD 2-13— 586Y237, 12-13=-101/487, 11-12=-409/1122, 9-11=-814/1739 WEBS 6-12=-222/481, 3-13=-282/345, 5-13=-1494/828, 5-12= 98/647, 7-12=-821/570, 7-11=-188/582, 8-11=-443/431 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft L=40ft; save=511; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterlor(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 20-0-0, Extedor(2) 20-0-0 to 24-0-0 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of wifhstanding 100 lb uplift at joint(s) except Qtdb) 2=313, 13=1029, 9=573. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. Q WARNWG-VerlfydWgnpnramefm=d REAONOTESONTHIS AND WCLUOEOMREKREFERANCEPAGEM674nffly 11=201SBEFOREUSE Design voiidfor useoNywfihMRekWconnectors.lfJs riesign6UasetloNyupon perOmelersShOwn,a hforan IndlNduatWidngcomponent.not ��- a true system. Before use. the Wlalng designer must very fine appllcabillyof design pmmnefers arxt properly Incoryorme lhIt desgn Into the overall WOcBngdesign.®acbgbldkatedlefoprevenlWCNOgoflMNktudtmsswe crud/orchordmembersoNy. AGHlionoliempwaryandpermarenibractig MiTek' b always regWred fa slobAlly orwl iogeventcdlapse vAfh poatble Persorx4 injury arM property Uanoge. Fa general gmda<�ae regadrg line lion slat Gackg of D5e-89 antl aCSI BUVtlIng Component seAlexandda. cation ee tl. 6904 PeFL ufemz V MClile0a, Welyalbn 18 N. Leestreet Safety information avciloble from Tress Plate InstiMe. 218 N.lee alreet. Sate 312 AlexarWtia. VA22314. arxita froon 33610 Tanae, FL 33610 Job Truss Truss Type Ory Ply T71724582 504770-PSLP-PIOLUNEK A04 Common 2 1 Job Reference (optional) ribbetis Lumber, v s B.l20 s Jun 22 2Ul7 MI I ek inaustries, Inc. Mon Jul 31 1;s; 4:Ua ZU Scale=1:69.5 Sx6 = 5x8 = Sx8 = 6x6 = 3x6 = 3x6 = 6-0-0 3.13 20-0-0 29-8-12 440-0 10V &6m + 4-9-8-3 9-8-12 i 10.3-4 0Im g Plate Offsets (X,Y)— 12:0-0-12,0-0-2113:0.3-00.3-01 r8:0-3-00-3-01,19:0-2-40-1-81111:0-3-0,Edoel (12:0-4-00-3-01113:0-3-8.0-3-41 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in too) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.57 Vert(ILL) 0.46 13-16 >268 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(TL) 0.36 13-16 >346 180 BCLL 0.0 " Rep Stress Incr YES WB 0.40 HorzCTQ 0.04 9 n/a rJa BCDL 10.0 Code FBC2014/FPI2007 Matrix -AS Weight: 215 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 2=18810-3-8, 13=1812/0-7-10, 9=1069/0-7-10 Max Herz 2=-430(LC 10) Max Uplift 2=-339(LC 12), 13=-1068(LC 12), 9—S46(LC 12) Max Grav 2=290(LC 21), 13=1812(LC 1). 9=1169(LC 18) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-13, 7-12 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. FORCES. (Ile) - Max. Comp./MaxTen. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 80/461, 3-4=-239/700, 4-5=-162/680, 5-6=-861/571, 6-7-766/586, 7-8— 1613/858, 8-9— 1924/1026 BOT CHORD 2-13=-565/188, 12-13=-170/294, 11-12-348/1027, 9-11-754/1650 WEBS 3-13=-340/402, 5-13-1428/798, 5-12-1797759, 6-12= 160/382, 7-12=-826/570, 7-11-189/591, 8-11=445/432 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; hat Sit; B=45ft; L=40ft; eave=511; Cat. II; Exp C; Encl.. GCpl=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 3-0-0. Interior(1) 3-0-0 to 20-0-0, Exterlor(2) 20-0-0 to 24.0-0 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 5) Provide mechanical connection (by others) of truss to beadng plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 2=339,13=1068,9=546. 6) This truss design requires that a minimum of 7/1W structural wood sheathing be applied directly to the top chord and 14" gypsum sheetrock be applied directly to the bottom chord. A WARNING. Vadrydeslgnparamsfersand READ NOTES ON MMMDWCLUDEUMBEKREFERANCEPAGEM674YJmx.1N0YY01SBEFOREUSE Design valid for use oTdy Min MBeM conneclors. lNsdeslgr is basetl oNyupon parameters shown. antl Is form htlly al b el comporenf, not a reas, system. eefae use, the building designer must verify the appitcabilly of design parameters antl properly hcoiporate fhb design Into the overall buldngdeslgn. IxachglrM tedlstoplevenlb=Wh OIIWNxlualUusswebmd/aCt FdmeMb MoNy. Atldllionaliemporaryandpermarenibracing MiTek' b ohvoys regiretl/a slobaM aMio pevmtcollopsewHh poable personal play arntl proPeMdmuge. Fa general B�lltlmae regaAng itre ex Cdteda, D5B-09 antl SCSI 6uHding Component andbracingoflameseeSmet East Blvd. SaGhatbRstooge-dllctlerom Tress ndVAM State 31 .Alexandria Safety INormaHon avaDable Uan Tress Plate InsfiMe. 278 N. Lee Sireal, Suite 312 Ptexandda VA22i14. Terrya, FL 33610 Teener, R. Job Truss Truss Type Oty Ply T11724583 504770-PSLP-PIOLUNEK A05 Common 2 1 Job Reference footionall Tibbetts Lumber, 8.120 s Jun 222017 MiTek Industries. Inc. Mon Jul 31 13:64:07 2017 5x6 = Style=1.68.9 3x6 = 5x8 = 5x8 = 6x6 = 3x6 = LOADING (pst) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 CS1. TC 0.57 BC 0.89 WB 0.40 Manx -AS DEFL. Ved(LL) Vert(TL) HOrz(Q in (loc) Vdefl L/d 0.46 12-18 >268 240 0.36 12-18 >346 180 0.04 9 Na n1a PLATES GRIP MT20 244/190 Weight: 213 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural mod sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 WEBS 1Row at mldpt 7-11,5-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=1005/0-6-2, 12=1808/0-7-10, 2=192/0-3-8 Max Horz 2=423(LC 11) Max Uplift 9=-464(LC 12), 12=-1081(LC 12), 2= 329(LC 12) Max Grav 9=1105(LC 18), 12=1808(LC 1), 2=293(LC 21) FORCES. (to) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-109/448, 3-4— 268/687, 4-5=-192/667, 5-6=-806/567, 6-7=-770/580, 7-8=-1622/867, 8-9=-1937/1046 BOT CHORD 2-12=-554/179, 11-12=-159/290. 10-11=-370/1038, 9-10=-812/1669 WEBS 7-11=-829/570, 7-10— 207/597, 8-10= 451/455, 6-11=-153/384, 5-11=-184/757, 5-12_ 1420/821,3-12=-340/401 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=S.Opsf; h=1511; 8=451t; L=40f; eave=5ft; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exledor(2) -1-0-0 to 2-11-14, Intedor(1) 2-11-14 to 20-0-0, Extenor(2) 20-0-0 to 23-11-14 zone; cantilever Iett and dght exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 1O.Opsf. 5) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except QW1J) 9=464,12=1081,2=329. 6) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and Ye' gypsum sheetrock be applied directly to the bottom chord. Job Truss Truss Type Cty Ply T11724584 504770-PSLP-PIOLUNEK A06 Hip 1 1 , Job Reference (optional) ribbeffs Lumber, m. 6 8.120 s Jun 222017 MiTek Industries, Inc. Mon Jul 3113:54:0920 Scale=1:69.8 5x6 � 5.8 = 3x6 = 6x6 = 3x8 = 3x4 = 6x5 = as = 3x6 = 10.3-13 18-8-0 21-4-0 29-8-12 39-10.8 10.3-13 I 843 2-e-0 8-4-12 10-1-12 Plate Offsets(X,Y)-- f2:0-1-120-1-81r3:D-3-00-3-01,16:0-6-00-2-8118:0-3-0,0-3-01110:0-3-0Ed0e1 f14:0.3-OEdgel LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (too) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.45 14-20 >276 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(TL) 0.34 14-20 >365 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.83 HOrz(TL) 0.04 9 Na Na BCDL 10.0 Code FBC2014/rP12007 Matrix -AS Weight: 2281b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1Row at midpt 7-11,5-13,6-13 MiTek recommends that Stabilizers and required cross bracing be installed during Voss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 9=1024/0-6-2, 14=1731/0-7-10, 2=250/03-8 Max Horz 2=396(LC 11) Max Uplift 9= 478(LC 12), 14=-1028(LC 12), 2=-369(LC 12) Max Grav 9=1113(LC 18), 14=1731(LC 1). 2=330(LC 21) FORCES. (to) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-651332, 3-4=-160/529, 4-5= 789/582, 5-6=-602/633, 6-7=-8761703, 7-8= 1636/928, 8-9=-1955/1108 BOT CHORD 2-14_ 417/148, 13-14=-486/373, 11-13=-124/701, 10-11=-462/1048, 9-10= 869/1686 WEBS 7-11=-779/583, 7-10=-195/595, 6-13=-584/335, 6-11=-473986, eA0=461/458, 4-13=-482/1091, 4-14=-13961940, 3-14_ 249/308 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=5.OpsF, h=15ft; B=45ft; L=400; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C EMerior(2) -1-0-0 to 2-11-14, Interior(1) 2-11-14 to 18-8-0, Exterlor(2) 18-8-0 to 21-4-0, Intedor(1) 26-11-11 to 39-10-8 zone; cantilever left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 1001b uplift at joint(s) except Qt=lb) 9 478, 14=1028, 2=369. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. O WARNING -Verily Eas/gnpammtmmd REAONO S ON 7M9ANONCLUDEDUNEKREPERANLEPAGEU674"MK. V=lV158U0REUSE Deslgn wNWfor usa oNy tN85 MReI� conrxrclors.INs tleslgn k basetl oNyupon Iwrametersshown, antl hfor on htllNtlual bu9tlirxl component. not ��- a Imss system. Before use, the bWtllnO tlesl9ner must very the applicol%Iryof de90n parameters antl properly hcorporate Bt8 tleslgn Info iNe overall buvdn9 tleil9n. Bacin9lntllcatedwlo bucWin9 oUMMtluN kusweb antl/orcMrtl members oNy. AdtllllorW temporary mtl permanent Nation MiTek' prevent Baiways regNretl(or slabAliyantl fo prevent collapse with posAle persarnl hpay and poPeOY tlancule. For Oenerd 9uWonce re9aOlrg the 6e04PeIFL East Blvd. labdcaibn. sfora0e, tlelNery, erecikxraM lxaclrq of inmesantl lnlssystems seeANSVIPll 6uMty Criteria, DSB-a9 and BC5l BUBdfng Component Salaty INormaBon wdiable Uom Truss %ale Isatllule. 218 N, lee Street. Site 312 Alexantl�la. VA22314. Tarrya, FL 33610 Job Truss Truss Type Oty Ply T11724585 604770-PSLP-PIOLUNEK A07 Hip 1 1 Job Reference o Iional Tibbetts Lumber, 8.120 s Jun 22 2017 MiTek Sx6 = Srze = 24 25 6 Inc. Mon Jul 31 13:54:102017 Page 1 Scale=1.69.0 3x6 = 6Wi = 3x6 = 4x8 = 3.4 = 3,6 — 3x4 = 3x6 103-13 16-8-0 23-4-0 29-8.3 39-t0-8 10-3-13 '.4. 6-6-0 6.4 10-2-5 Plate Offsets%Y)-- f2:0-1-020-1-8) 13:0300-3-01 f5:0-3-80-2-4116:&5-80-2-0) I8:0-3-00-3-01 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. In (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(L-) 0.43 15-18 >285 240 MT20 244/190 TCDL 7.0 Lumber DOL 125 BC 0.82 Ved(TL) -0.5210-21 >687 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.67 Horz(TL) 0.04 9 n1a nfa BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 219 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. , BOT CHORD Rigid calling directly applied. WEBS 1Row at midpt 5-13,6-13,7-12 MITek recommends that Stabilizers and required cross bracing be installed during truss erection. In accordance with Stabilizer Installation gulde. REACTIONS. ((b/size) 2=239/0.3-8, 15=1746/0-7-10, 9=1020/0-6-2 Max Horz 2=355(LC 11) Max Uplift 2=360(LC 12), 15=-1041(LC 12). 9=-475(LC 12) Max Grav 2=315(LC 21), 15=1746(LC 1), 9=1093(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 62/338, 3-4=-190/535, 4-5=-645/504, 5-6=-500/551, 6-7=-1049/768, 7-8_ 1582/971, 8-9=-1835/1071 BOT CHORD 2-15=-414/146, 13-15-511/435, 12-13=-278/811, 10-12=-651/1315, 9-10= 851/1568 WEBS 3-15=-302/357, 4-15=-1404/945, 4-13=-563/1117, 6-13=-682/450, 6-12=-265/630, 7-12=-698/483, 7-10=-100/404, 8-10=-313/315 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsh h=15ft; Bs151t; L=40ft; eave=50; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-11-14, Inteflor(1) 2-11-14 to 16-8-0, Extedor(2) 16-8-0 to 28-11-11, Interior(1) 28-11-11 to 39-10-8 zone; cantilever left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= IO.Opsf. 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 2=360, 15=1041, 9=475. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. Q WARNING. Ver/ydaslgnpaametereand READ NOTES ONTNISANGINGLUOEO.NrtEKRUF NGEFAGEN 74"-r - 1Mt11L0159EFOREUSE Design valid for me only w h MBeM connectors. mbclesign b based only upon parametersshown, alntl is for on hdlVIdud WAOIrg component. not a Irmssysfem. Before me, the bullring designer must ve4y the cWlcoUlly of design Poromefen and properly Incoryorate thb design Info the overall bufclgdesign.&ocing lndWated is to prevent WCWhg ofUWNWLd MUMweb andfa chard members only. Addllionotemporavandpermanentbraclrg MiTek' k axvays regWred fa stabum7and to prevent collapse wlih posffilo lxlrsaxl hpAy and poperydoma9e. For general gdtlance regadrg fha d ern bracing of st ry v_eAxcrKi Il Carty Qlleda, DSBd9 arM aC516UIIdNg Component Eosl BNd. Sabrk Informtotaga. 16 N. Lee Stye re 31 salaN INormatlon wdlode flan Fnm Rate Imtltule. 218 N. Lee Street. Site 312 Alexargrb. VA22314. Noble I= Not Tampa.04 FPork. Tertpa, FL 33610 Job Truss Truss Type Oty Ply T11724586 504770-PSLP-PIOLUNEK A08 Hip 1 1 Job Reference (optional) Tibbetts Lumber, 5.120 sJrmr 201/MneK 5x6 = 2x4 II 5x8 = 5 623 724 mc. men Jr11 J 11 J:o9:11 <ui 7r Scale = 1:68.9 6x8 = 3.8 MT20HS = 3x6 = 5x6 = 2x4 11 3x6 3x6 = 3 4.830 1t M1114 32 24U 7-0-12 auuu 7.7-4 Plate Offsets (X,Y)— 15:0-3-0 0-2-01 17:0-5-8 0-2-41 111:0-3-0 0-3-01 LOADING (psp SPACING- 2-0-0 CSI. DEFL, in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.30 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.52 12-14 >679 180 MT20HS 187/143 BCLL ao ' Rep Stress her YES WB 0.81 Hoa(TL) 0.05 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 217 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BRACING - TOP CHORD Structural mod sheathing directly applied. BOTCHORD Figid ceiling directly applied. WEBS 1 Row at midpt 7-12, 5-14 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/slze) 9=1018/0-7-10, 2=202/0-3-8, 14=1794/0-7-10 Max Horz 2=316(LC 11) Max Uplift 9=-480(LC 12), 2=-125(LC 12), 14-877(LC 12) Max Grav 9=1100(LC 18), 2=268(LC 21), 14=1885(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1691392, 3-4= 2951591, 4-5=-143/574, 5-6=-834/704, 6-7— 834/704, 7-8=-1219/828, &9= 1829/1061 BOT CHORD 2-14=-428/261, 12-14=-19/320, 11-12=-383/926, 10-11=-834/1545, 9-10= 834/1545 WEBS 3-14=-350/331, 4-14— 275/367, 5-12=-538/978, 6-12=-319/321, 7-12=-363/258, 7-11=-193/464, 8-11=-705/513, 8-10=0/298, 5-14— 1379/888 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160ni (3-second gust) Vasd=124mph; TCDL--1.2psf; BCDL=5.0psf; h=15ft1 B=451t L=40ft; eave=51t; Cat. II; Exp Q Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-8-0, Exterior(2) 14-8-0 to 30-11-14, Interlor(1) 30-11-14 to 40-0-0 zone; cantilever left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip D0L--1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) This tmss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This buss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=480, 2=125, 14=877. 8) This truss design requires that a minimum of 7/16" structural mod sheathing be applied directly to the top chortl and W gypsum sheetrock be applied directly to the bottom chord. Q WARNA'G-Wdrydas/gnpasmetersand REt1BNOTES ON TMSANOWCLUOEOMREKRE£ERANCEPAGEM 74nJre.. 1gN32015BEFOREUSE Design valid for use only HAM MIT.Wconneclors. lNsdesign is basedoNy upon parameters shown. antl h for an individual bu9tliig component.. a true system. Before use. line bWidixt designer must verb, the appllaoblify of design parameters and property Incorporate this design Into the overall blcingdeslgn. HocinglrWlcal "opfevenlbucklingollntlNiGud webarxllorchmdmembmrs y. Addliolaltemporaryandpermanenibracig MiTek' b rdways cdlapsewilh poaMl saM M. Bestx:eldl.gCrlg Me 8904 Parka East Blvd. storage,eliveryo o,ft.. and hues seeAxlpropelerly World, moor storage, aBob(e. erection and brazing of 18 N.seed reet systems s. Alexa /IF11 VA223CNeda, DSB-99 and BC61 Building Component 3atety Informaxon avdtoDle hom irrm Plate Institute. 218 N. Lee street. $Ute 312 Plexorxlra. VA22314. Safety Tanya, FL 33510 Job Truss Truss Type Oly Ply T11724587 504770-PSLP-PIOLUNEK A09 Hip 7 1 Job Reference (optional) ribbeffs Lumber, 5g6 = 2x4 II 5 23 24 6 25 8.120 s Jun 22 201 26 5x8 = Inc. Mon Jul 31 13:54:12 2017 Page 1 qxO GMOyHxC4hzeL 1 kF W _oKh 1 ysX6 f Scale=1.68.9 2 d m tg 3x6 = 6x8 = 3x6 = 4x8 = 5x6 = 2x4 II 3z6 = 10-3-3 19-10-4 27-0.0 33-2-12 40-0-0 10-3-3 1 87-1 7-L12 6-2-12 6-9-4 Plate Offsets 0(Y)— 15:0-3-0,0-2-01 17:0-5-8 0-2-41 111:030 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Ven(LL) -0.26 12-14 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Ved(TL) -0A7 12-14 >767 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.53 Horz(Q 0.04 9 We n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -AS Weight: 211 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS. 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-14, 5-12, 7-12 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection. In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=1005/Mechanical, 2=159/0-3-8, 14=1850/0-8-14 Max Horz 2=282(LC 11) Max Uplift 9=-476(LC 12), 2=-109(LC 12), 14-898(LC 12) Max Grav 9=1086(LC 18), 2=221(LC 21), 14=1923(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-197/482, 3-4=-349/673, 4-5=-232/661, 5-6-893l731, 6-7=-893t731, 7-8— 13291885. 8-9— 1840/1093 BOT CHORD 2-14=-488/294, 11-12=-470/1045, 10-11=-874/1563, 9-10= 874/1563 WEBS 3-14=-366/356, 4-14=-201/299, 5-14=-1422/952, 5-12=-716/1204, 6-12=-432/443, 7-12=-354/226, 7-11=-163/479, 8-11=-591/461 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.OpsC h=1511; B=45ft; L=40ft; eave=511; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterlor(2) -1-0-0 to 3-0-0. Intedor(1) 3-0-0 to 13-0-0, Exterlor(2) 13-0-0 to 32-7-14, Interlor(1) 32-7-14 to 40-0-0 zone; cantilever left and tight exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip D0L--1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss 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 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opst. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=476, 2=109, 14=898. 8) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. A WARNMG-Vedyd.s/gap.x.meters. dREADNOT£S ON 111I5AND/NCLUDEDM KREFERANGEPAGEMII-x4M.. 10N3/1015BEFOHE USE Design valitl for use only with MneM connectors. Tints design 8 based only upon parameters sholvn. and Is for an MMdud buEdfrlg component, not a truss system. Before use, the Widox, designer must ve* the oppllcabliy of design parameters and properly Incoqwrate this design Into the overall 1x1aln1gdesgn. Hachglydlcal Ntolxevenlbucklirxloftndtvld a huuwebandlwcMrdmemb MoNy. AddillonaltempaaryantlpermanentiXeCig MiTek' Is alwaysreauked fw slobdly and fo prevent collapse with Possmle Personal Brlury and POPedy damage. for general gildanca regodIg the fabkatkut storage, delivery. erection aid brocrtp of buses and Inns systems seeANSI/IPII Quality Criteria, DSB49 and BCSI BuOding Component 69N Perk. East Blvd. Safely Info maHon available from Tn ss Rate Institute, 218 N. lee Street, site 312, Nexadda VA 22314. Tenpa, FL 35610 Job Truss Truss Type Qty Ply T11724588 504770-PSLP-PIOLUNEK A10 Hip 1 1 Job Reference o tional Tibbetts Lumber, 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Jul 31 13:54:13 2017 Page 1 I1):OMGHgVGe6ryE1 YuEMmJmnYyIZ4F-T1NJgcJIXApmvOPey_tfvVU085lu4U5PIeYuETysX6e 17-00 I 17.1 226109 29-0.0 342-2-22 4-008L441119 3-442 21-11594 Scala=1:68.9 5.6 = 3x4 = 3x4 = 5x6 = 5 24 625 726 27 8 3x6 = 6.6 = 5.9 = 3x4 = 5x8 = 2x4 II 3x6 - r 11-0-0 0-00 29-0-0 F 2-2 40.0.02 7 9-0-0 52-112all 2-- H 5.54 Plate Offsets MY)-- f5:03-0 0-2-01 18:0-3-0 0-2-01 ry2:0-3-12 0-3-01 114:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Ved(LL) -0.14 12-13 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Verf -0.39 12-13 >974 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.52 Horz(TL) 0.06 10 We rt/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 213 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 10=1076/Mechanical, 2=-8/0-3-8, 15=1946/0-10-13 Max Harz 2=241(11C 11) Max Uplift 10=-511(LC 12), 2=-199(LC 22), 15=-939(LC 12) Max Grav 10=1129(LC 18). 2=55(LC 10). 15=1946(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid calling directly applied. WEBS 1 Row at midpt 6-14, 7-12 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (1b) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-340/727, 3-4=-470/868, 6-7=-1258/893, 7-8=-1399/1039, 8-9=-1587/1058, 9-10= 1976/1242 BOT CHORD 2-15=-682/416, 14-15=-805/656,13-14=-416/941, 12-13=-67611344, 11-12= 1019/1694. 10-11=-1019/1694 WEBS 3-15=313/305,4-15=-1675/1119,4-14=-841/1402,6-14=-1246/835, 6-13=-237/639, 7-13=-347/344, 8-12=-142/407, 9-12=-450/403 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst; BCDL=5.Opst; h=15ft; B=45ft; L=40ft; eave=5f; Cat. IC Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 3-0-0, Intenor(1) 3-0-0 to 11-0-0, Extenor(2) 11-0-0 to 34-7-14, Interior(l) 34-7-14 to 40-0-0 zone; cantilever [attend right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber OOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-" wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except at=lb) 10=511, 2=199,15=939. 8) This truss design requires that a minimum of 7/1W structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. Q WARNNG-Ved&des/gnp.tametemmdREADNOFESONTN MDMCLUOEDMI KREFERANCEPAGEMO.14Mmv. 10A]2015BEFOREUSE Designvdklforuseonlywllh MOeWconracton.DNstlesignbbasedonlyuponparamelonshown,arsdhformh [Actual WOdirgcomponent, not a Itra.Worn. Before tee, the building designer must verify the oppllcablilly of design paromelers anW properly incorporate U1h design Into the overall bWtllrgdesign. Bracing IncIcaled is to Wctling ofindNitlW husweb anllor chord members only. AddlionallemporaryandpermarenioroUg MiTek' prevent h always tegWred for AcUlty and to prevent collqpse wim Pas Opersonal inhnyand PfoPedy d(srane. For general guidance regardrg the fabrication. storage,delivery. erac9on and bacUg of httsee and tars Sysfems.s NSI/1911 Quarry Cdterlo, DSB49 and 8C51 Buuftg Componem 6904 Perk. E." Blvd. Salety?at ..No. avarabie from True Rate Institute. 218 N. lee street, stale 312. Alexandda. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T11724589 504770-PSLP-PIOLUNEK All Hip 1 1 Job Reference (optional) I IDDBuS Len1Ue1, b.lzu s JunZ zul r mllell nousirles, mc. monoral:]l 1JAv:r4zv1r rQBer ID:OMGHgVGe6ryE1YuEMmJmnYyfZ4F-xvxityKllTycX9_KW hOul it VsVd5pgCY_IHRmvysX6d 44--B 7 00 &00800 334-0I 66 73-7.4810-=6-6 2 3 Scale = 1:68.9 sxe = aza = sxs = sxfi = 6.00 12 4 25 2627 5 6 28 29 30 7 2x4 \\ 2x4 3 6 24 31 32 �23 2 16 1s 14 13 3x6 = 3x4 = 3x6 = 3x6 — 12 11 10 3.8 = 3x6 = 3x4 = 415 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL O.O ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Repfress Incr YES Code FBC2014/TPI2007 CSI. TC 0.66 BC 0.78 WB 0.98 Matrix -AS DEFL Vert(LL) Vert(TL) Horz(TL) In (fee) Well Ud 0.3513-15 >999' 240 -0.62 13-15 >639 180 0.14 9 n/a n/a PLATES GRIP MT20 2441190 Weight: 1981b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Slmctural wood sheathing directly applied. BOT CHORD 20 SP M 31 'Except' BOT CHORD Rigid ceiling directly applied. 11-14: 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 20 SP No.2 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/slze) 9=1419/Mechanical, 2=1197/6-10.5, 16=398/0-3-8 Max Horz 2=200(LC 11) Max Uplift 9=.684(LC 12). 2=-666(LC 12), 16= 132(LC 12) FORCES. (lb) - Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2166/1520, 3-4=-1986/1442, 4-5= 2821/1959, 5-6=-2901/2001, 6-7=-2901/2001, 7-8=-2374/1622,8-9=-2560/1703 BOT CHORD 2-16=-1255/1859, 15-16— 1255/1859, 13-15— 1045/1754, 12-13_ 1662/2821, 10-12=-119012108.9-10=-140312218 WEBS 3-15=-214/304, 4-13=-782/1304, 5-13=-493/456, 6-12= 412/434, 7-12=-627/1009, 7-10=-148/357, 8-10=-23B/316 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=l60mph (3-second gust) Vasd=124mph; TCDL=4.2psG BCDL=5.Opsh, h=15ft; B=45ft1 L=401t; eave=5ft; Cat. II; Exp C; Encl., GCpl=0.18: MW FRS (directional) and C-C Exledor(2) -1-0-0 to 3-0-0, Intedor(1) 3-0-0 to 9-0-0. Extedor(2) 9-0-0 to 36-7-14, Inlerlor(1) 36-7-14 to 40-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss 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 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except 01=11c) 9=684, 2=666, 16=132 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. Q WARNMG-Vedfyd egnparametersend REAO NOTESONT/OSAND MOLODED MREKREFERANOE PAGEMR74TJ mv. 11MY2015BEFOREOSE Design did foruseonywith vrrk ccnneclors. lhisdesIM IsbasedoNyupon parametersshown. aMh form IMMdual Wilding component not �• a Inassyslem. Before use, the DWICLng designer must verify the opplcablifyof dedtin parametersoM properly incorporate Mrs design true the overall bulichgdedgn. BractrglnGlcaf�ktopravenlWcNbVoIIMMdudlmsswebcn imcfxxdmemWisoNy. Ad<911ardtemporaymdpermanenfbmkc MiTek' Is always requred for Vab011y antl to prevent collcgxe wim possible personal injury and popery danage. For general gW ance regarding the lalxleatlon, storage, delivery, erection vxa bracing of tueesaM Imst systems sew01SI/fPll Qually Criteria. DSB49 and Bar BuDdIng component 69N Parke Eau Blvd. Wary INonmahon available from loss Role Ins11Me. 218 N. lee Street S fie312 Alexandra VA 22314. Talrye, FL 33610 Job Truss Truss Type Oty Ply T11724590 604770-PSLP-PIOLUNEK Al2 Hip Girder 1 2 Job Reference (optional) I IDDens LUMUer, u.l Lusaun[zzulrmnenlnousules,lnc. monawsl IJ:Y:lazulr Scale = 1:70.3 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 616 4x5 = 7x8 = 4x5 = = 2x4 11 6o0 12 NAILED NAILED NAILED NAILED NAILED NAILED 7xg NAILED NAILED 6x6 = 15 34 35 14 36 37 38 13 39 40 41 1242 43 44 11 45 46 47 48 10 45 = 2x4 It NAILED NAILED 7x8 — NAILED 4xe = NAILED 7X8 = NAILED NAILED 5x6 = NAILED NAILED 6x6 = HJC26 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC20147rP12007 CSI. TC 0.68 BC 0.85 W B 0.63 Matrix -MS DEFL. in Vert(LL) 0.51 Ven(TL) -0.81 Hom(TL) 0.15 (too) IPoefl Ud 13 >942 240 13 >591 180 10 n/a n/a PLATES GRIP MT20 2441190 Weight: 5321b FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-2-4 oc puffins, 1-3: 2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-13 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 2=3113/0-7-10, 10=3304/Mechanical Max Horz 2=201(LC 8) Max Uplift 2=-1647(LC 8), 10=-1716(LC 8) FORCES. (Ib) - Max. Comp./Max Ten. -Ali forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-6494/3331, 3-4=-8731/4589, 4-5=-9801/5129, 5-6=-9801/5129, 6-7=-8741/4568, 7-8_ 5821/3030 BOT CHORD 2-15=-3023/5746, 14-15=-3018/5717, 13-14=-4605/8786, 12-13=-4584/8794, 11-12= 3071/5920, 10-11=-493/870 WEBS 3-15=-1091741,8-10=-3282/1944,8-11=-2852/5620,3-14=-1768/3528, 7-11=-2297/1524, 4-14=-1399/1024,7-12=-1680/3218,4-13=-564/1168,6-12=-1237/939, 5-13=-720/681, 6-13=-5ee/1138 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131'x3') nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0.9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0.9.0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf•, BCDL=5.Opsf; h=15ft; B=45ft; L=40ff; eave=5ft; Cal. . II; Exp C; Encl., GCpl=0.18; MW FRS (directional); cantilever tell and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for thus to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1647, 10=1716. 10) Use US HJC26 (With 16d nails Into Girder 8 1 Dd nails Into Truss) or equivalent at 7-0-6 from the left end to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) 'NAILED' Indicates 3-1 Od (0.148"x3') or 3-12d (0.148'x3.25') toe -nails per NOS guidlines. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 300 lb down and 3551b up at AWARNDIG-Vedyydas/enpammeI. aad READNOTES ON TNISANDINCLUDED MDEKH£FERANCEPAGEMI74TJmv. fa/23aW56EF0NEUSE Deegn volltl for use ody with Weida connectors. This desgn b basetl oNy upon parameters shown. and h for an IndMdlal buldfrg component not �� a truss system. Before use. thdl e btlirg dodaner mull verify the applicob111y of docign parameters and properly hlp coorale 1hk design Into the overall buddngtleslgn, lkmhglMlcafetl6loprevenlW MlrgofiMMOudlnnswebond/orCl dMeMb Mrs y. AtldliorxsltempaaryantlpelmarenlDracXg MiTeW poUble perswMWSaaA Bbr;Dat rmsto tlfol sl[Wry.erMlopre du domoiter Fwgenerdg1DCSIItereng Compre Ixaollopsf SVIVII DSB.69 and BCSI BUBtlIng Component fobdmtbrt storage, tlelNery, erecibn antl bradlg of inrsesantl hlsssystems. seeAN51/I,Ikx Parke Eusl BNtl. VAIIN/:rlterlO, SdeN InlormaXon wdlade from Trus Hale InsliNie, 218 N. Lae SXeel. Site 312 Alezantlsla. VA22314. Talrye, FL 33610 Taw, Job Truss Truss Type Oy Ply - T71724590 504770-PSLP-PIOLUNEK Ail Hip Girtler 1 2 Job Reference o Bonal Tibbetts Lumber, 8.120 a Jun 22 2017 MiTek Industries, Inc. Mon Jul 31 13:54:1 B 2017 Page 2 ID:GMGHgVGe6ryE1 YuEMmJmnYyfZ4F-ghBCjJNoMiS27nH5IXTgCYBBX6_IjaavwFMgysX6Z LOAD CASES) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pll) Vert 1-3=-54, 3-8=-54, 8-9=-54, 2-10= 20 Concentrated Loads (Ib) Vert: 3=-165(F) 8=-1 22(F) 14=-62(F) 15=-380(F) 4=-1 17(F) 18=117(F)20=-117(F)22=-117(F) 23=-1 17(F) 24-117(F)25_ 117(F)26=-117(F)27— 117(F) 28=-117(F) 29— 117(F) 30-117(F) 31-117(F) 32-117(F) 33-117(F) 34-52(F) 35=-62(F) 36-62(F) 37=-62(F) 38=-62(F) 39=-62(F) 40=-62(F) 41=-62(F) 42=-62(F)43-62(F)44=-62(F) 45=-62(F) 46=-62(F) 47=-62(F) 48=-64(F) O WARNING. lArydee.,ammeleraend READ NOTES ON THISANOMCLUOEDl EKREFERANCEPAGE6 14nm4 la=?015EEFOREUSE Designvriid for useordy wgh Mrfek amnectors.IMsdedgnb basedoNyopm paametenshown.and Is form ludiAdual building COMI,cnent not a j,,,,stem. Before.. Inabullring designer mustverlyfhe applicabllly of dedgn paamefers and properly lncorporale Mhdedgn Into theoverall bu0rilgdedgn. BrminglrWladedbtogevenf WckNgollndNidual weband/achondmembersasly. AtlditbrgltemporaryandpermarentoracYg ,q MiTek Rohways required for slob911y and to xevent collapse with PomVe personal injury and properly danage. For g�neralgdrlmce regonring the lobricalbR storage, delN ry. erectlm cnd txmhU of inasasand auss SWIt s s NSI/1PI1 Dually Cdteda, DSB-89 ar BCSI Burring Component 6904 Parke Ew BNd. Safely Information ovdloble frame Truss Plate Institute. 218 N. lee street. Sea, 312 Alexondrl¢ VA 22314. Tempe, FL 33610 Job Truss Truss Type Cy Ply T71724591 504770-PSLP-PIOLUNEK Set Common 2 1 Job Reference optimal) Tibbetts Lumber, 8.120 s Jun 222017 MiTek Industries, Inc. Mon Jul 3113:64:1920 44 = SA= 3x8 MT20HS = 3x8 = 3x4 = 3x6 11 3x6 = Scale = 1:66.3 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Gap DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014RPI2007 CSI. TC 0.54 BC 0.96 WB 0.81 Matrix -AS DEFL Vert(LL) Vart(fL) HO2(TL) In (too) Udell Ud -0.28 10-12 >999 240 -0.5410-12 >742 180 0.09 8 Wa Na PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 191 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 6-10, 4-10 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1306/0-7-10, 8=1233/0-3-8 Max Harz 2=344(LC 11) Max Uplift 2=-659(LC 12), 8=-597(LC 12) Max Grav 2=1375(LC 17). 8=1260(LC 18) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2382/1280, 3-4=2079/1118, 4-5= 12421866. 5.6= 12811881, 6-7=-1008/582, 7-8=-1276(741 BOT CHORD 2-12=-1207/2314. 10-12=-811/1710, 9-10=-569/1071 WEBS 5-10=456M22, 6-9— 545/416. 7-9=-433/1091, 4-10= 815/554, 4-12=-166/581, 3-12=-427/419 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=S.Opsh, h=15ft B=45R; L=34tt; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterlor(2) -1-0-0 to 2-4-7, Inteaor(1) 2-4-7 to 20-0-0, Exterlor(2) 20-0-0 to 23-4-7 zone; cantilever left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ' 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.0psl 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= IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 6t=lb) 2=659, 8=597. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 14" gypsum sheetrock be applied directly to the bottom chord. Job Truss Truss Type Oty Ply T11724592 504770-PSLP-PIOLUNEK B02 Hip 1 1 Job Reference (optional) ribbetts Lumber 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Jul 31 13:54:20 2017 dIt 45 = 4x8 = 20 3.6 = 3.4 = 3xe MT20HS = 3x0 = 3x4 = 3x4 = 1100..33-0 2299 9-812 634 89-12-10 202I 333 -14 3x6 11 Scale = 1:66.3 Plate Offsets MY)— 12:0-2-0 0-1-8j 13:0-3-0,0301, I6:0-5-8 0-2-01 f8:0-2-0 0-1-81 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.24 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 125 BC 0.89 Vart(TL) -0.4912-14 >819 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress [nor YES WB 0.58 HOrz(TL) 0.09 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight 216lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1Row at midpt 7-11.6-12,4-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1306/0-7-10, 9=1233/0-3-8 Max Horz 2=325(LC 11) Max Uplift 2=-659(LC 12). 9=597(LC 12) Max Grav 2=1370(LC 17), 9=1250(LC 18) FORCES. (Ib) - Max. Comp./Max. Ten. -Aft forces 250 (Ib) or less except when shown. TOP CHORD 2-3=2371/1331, 3-4=-2064/1169, 4-5=-1295/952, 5-6=1120/931. 6-7=-1251/943, 7-8— 996/612, 8-9=-1261m8 BOT CHORD 2-14=-1285/2291, 12-14-886/1682, 11-12=-499/1134, 10-11=-606/1054 WEBS 7-10=-548/441, 5-12-286/427, 6-12=-226/391, 6-11=-97/272, 8-10=-474/1068, 4-12=-775/560, 4-14=-168/579, 3-14=-435/423 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opst, h=1511; B=451t; L=340; save=4fq Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exledor(2) -1-0-0 to 2-4-7, Interior(1) 2-4-7 to 19-0-0. Exterior(2) 19-0-0 to 21-0-0, Interior(1) 25.9-4 to 33-6-14 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless othenvlse Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=659, 9=597. 8) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. O WARNING. VmlrydetlenparameW..dREAONOTES ON THIS AND INCLUDED MREKREFERANCEPAGEMIP74M... I01XV2015BEFORE USE Design wild foruse onlywilh lvlllocDconnectors. iNs design h based only upon parametersshown. antl h for at hdlvltlud bUldi, com oonent, cat a buss system. Before use, the Wrang designer must verify the epprCololily or design parameters antl properly Incorporate this design Into the overall b,drgdeslgm aoobglndcaledhloptewntblctlirgoflndlvltludinmwebcnW/ chordmemb moNy. AdalllonollemporaryaWpennorembaGng MiTek' hdwors required for VaIAItyaxl to prevenl collapse Win possible penonol l+Drw Untl property damoge. Fct generalguxdanceregadirgitme fabkdbn storage, delNery, erection orb bacVg or MlsesarW truss systems, seeANSI/iPll QaaOty Celerla, DSB-09 aM BC51 BuOdfng Component 6904 Parke East Blvd. 5dety Information avdlabe from irrrs Rate IrntlMe, 218 N. Lee Street, Suite 312. Alexandra VA 22314. Tempe, FL 33610 Job Truss Tmss Type Oly Ply T11724593 504770-PSLP-PIOLUNEK B03 Hip 1 1 Job Reference o fionel Tibbetts Lumber, 8.120 s Jun 22 2017 MiTek US = 4x8 = Inc. Mon Jul 3113:54:212017 5 19 20 21 6 22 Scale=1:58.9 a 3x6 = 3x4 = 6x8 = 3x4 = 3m4 = 3x6 II 9-1-0i &1-1*j1-0 ( 0-2-2-89 I 310 7-G00 52 10 Plate Offsets MY)— 12:0-2-12 0-1-81 13:0-3-0 0.3-0) 16:0-5-0,0-2-01 112:0-4-0.0-3-01 LOADING (Pat) SPACING- 2-0-0 CST. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.16 12-13 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.37 12-13 >999 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.76 Horz(TL) 0.08 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Malnx-AS Weight 206lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-11 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1306/0-7-10, 9=1232/0-3-8 Max Harz 2=285(LC 11) Max Uplift 2= 661(LC 12), 9=-595(LC 12) Max Grav 2=1368(LC 17). 9=1232(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3_ 2320/1323, 3-4=-2134/1277, 4-5=-145611048, 5-6=-1277/1034, 6-7=-1250/953, 7-8=-1138,756, 8-9=-1180/827 BOT CHORD 2-13=-1268/2201, 12-13=-1030/1812, 11-12=-576/1107, 10-11=-583/965 WEBS 3-13— 308/304, 4-13— 1581495, 4-12=-669/475, 5-12=139/365, 6-12=-221/432, 7-11=-79/276, 7-10=-457/406, 8-10=-660/1091 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psC BCDL=5.Ops1; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. It: Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-4-7, Interior(1) 2-4-7 to 17-0-0, E,xlerlor(2) 17-0-0 to 27-94, Intenor(1) 27-9-4 to 33-6-14 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.0pst 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 =1 O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 2=661,9=595. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. O WARNING- Vndydeslgnpmamefea MdRE DNOTES ON ANDINOLBDEDl KREFEMNOEPAGEM 74MMV.. leW201SBEFOREDSE Design valid for use ody W h MgeMeonnectors. This desgn 8 bash only upon parameters steam, and Is form indlvltlual W [ding component. not �� a Truss syslem. Before use, the Want; designer must verify the applicability of design parameters and properly incorporate Mitedesign Into the overall bLdng design. aachg Indicated Is to Wcldw of lndWud lnssweb and/or chortl members only. Additional temporary and pernment bracirx/ MiTek' prevent u Aamcge. Forgener=d SCSnceregOrdrmthe 6dwaysregiiretl for itab'Iifyantl fo prevenloacing-ftasspoOblepesyslemWYmdgIP11 QualityCriteria, D56-69 mdBC51 BUI10Ng Camponenl folelyIfonnamg4deoble erecHm and bractrxl of cruses mtlreet systems. a904PeFL Eesl BNd. Alexandra VA 223 Bdety IMormaHon avdlade M1om truss Plate institute, 218 N.lee Street. $Wfe312 AlexastlH4 VA22314. Terrye, FL 33610 Job Truss Truss Type Oy Ply T11724594 504770-PSLP-PIOLUNEK B04 Hip 1 1 Job Reference o Lionel Tibbetts Lumber, 8.120 s Jun 222017 MiTek Industries. Inc- Mon Jul 31 13:64:22 2017 4x6 = 3x4 = 4x5 - E00 F12 4 19 5 6 Scale = 1:59.1 3x6 = 2x4 II 3x4 3x8 = 6x6 = 3x8 = LOADING (Pat) TCLL 20.0 TCDL 7.0 BOLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Gdp DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.62 BC 0.94 WB 0.30 Matrix -AS DEFL, Vert(LL) Vert(TL) Horz(TL) in (loc) Well Ud -0.31 10-12 >999 240 -0.61 10-12 >661 180 0.10 9 n1a n/a PLATES GRIP MT20 244/190 Weight: 195 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except and verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 3-12, 5-12. 5-10, 7-9 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1307/0-7-10, 9=1231/0-3-8 Max Harz 2=245(LC 11) Max Uplift 2=-663(LC 12). 9_ 593(LC 12) Max Grav 2=1352(LC 17). 9=1263(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3- 2233/1327, 3-4=-165a/1102. 4-5= 1445/1102, 5-6= 11121878, 6-7=-1265/919 BOT CHORD 2-13=-1260/2082, 12-13= 1262/2080, 10-12- 801/1391, 9-10=-554/851 WEBS 3-13=0/273,3-12=-662/501,4-12=-153/426, 5-10=-493/379, 6-10=-159/366, 7-10=84/458, 7-9=-1308/887 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh, BCDL=5.Opsf; Ii 5ft, B=459; L=34f ; eave=ltt; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Extedor(2) -1-0-0 to 2-4-7, Interior(1) 2-4-7 to 15-0-0, Exterior(2) 15-0-0 to 29-9-4, Interior(t) 29-9.4 to 33-6-14 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10016 uplift at joint(s) except (jtdb) 2=663, 9=593. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. Q WARNPIG-V ryCaslga paranref..d REAON07ES ON TRISANOWCLUDEOMNKREFERANCEPAGEw7v3me RVOYLWSBEFORE USE Design valid for use orrywlfh MBeWconnectors. mis design 8 txaed onlyupon pma•netersshown. orW h form kWivldual b9ding comnonent, not a tram system. Before use, Ine buidi g desgner must veAy the oppllcab0lryof m,dgn parameters and properly incorporate this design Into the overall bWalrgdesIgn. 0achglMkateduto prevent WcWirg oflfMMtluat irusweband/a chortl membersoNy. AOdllonollempwarymdpermanenfbracing MiTek' I-brc llort,torac..r.liveNonctionand louctlapsef pcmdhpersydonm SyafWaoPeM (tanaiter fagenelatglSCQlCelding nn the , atdbactllg. DSB-a9 antl BCst au9tling Component lke ierection 218 N. ee Steel. Sufe31P. AlexandriPIIa. VA 223Criteria, Satey Information wallabe flan Tnfs plate InstlMe. 218 N. lee sheaf. State 312 Alexand4a. VA22314. Safety Information Wadable 3361BNtl. Terrya, FL 33610 To".. Job Truss Truss Type Oy Ply T11724595 504770-PSLP-PIOLUNEK B05 Hip t 1 Job Reference (optional) Tibbetts Lumber 8.120 a Jun 222017 MI I eK InausVles.Inc. Mon Jul 3113:b423 ZU1/ 4x8 = 2x4 11 4x8 = 4 19 20 21 5 22 6 Scale = I L8.2 3x6 = 2x4 11 3x4 = 3c4 = 3,8 = 3x4 = 3.6 11 LOADING (psf) TCLL 20.0 TCDL 7.0 BOLL 0.0 BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TO 0.56 BC 0.59 WB 0.74 Matrix -AS DEFL. Vert(LL) Vert(TL) Hoa(TL) in (loc) Vdef1 Ud 0.15 12-13 >999 240 -0.28 12-13 >999 180 0.09 8 nta n/a PLATES GRIP MT20 244/190 Weight: 191 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling directly applied. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=130510-7-10, 8=1234/0-3-8 Max Harz 2=213(LC 12) Max Uplift 2=-662(LC 12). 8=-594(LC 12) Max Grav 2=1350(LC 17), 8=1234(LC 1) FORCES. fib) - Max. Comp./Max Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2330/1396, 3-4=-1810/1187, 4-5= 1563/1181, 5.6= 1563/1181, 6-7=-1238/836, 7-8=-11701852 BOT CHORD 2-13=-1345/2155, 12-13=-1345/2155, 10-12=-953/1639, 9-10_ 611/1035 WEBS 3-12=-585/439, 4-12— 127/472, 5-10=-418/404,6-10-476(/87, 6-9=-337/354, 7-9=-636/1125 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psg BCDL=5.Opsf; h=15f ; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-7, Intedor(1) 24-7 to 13-0-0, Exterlor(2) 13-0-0 to 31-9-4, Interior(1) 31-9-4 to 33-6-14 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0ps1 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Ot=lb) 2=662, 8d94. 7) This truss design requires that a minimum of 7/1 W structural mod sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. QWARNING- Vedtydertgnpesnrrrereraend READN"ESONTHGANDWCLUDEOMREKREFERANCEPAGEMG74nJr ... 1&Xb2sf5BEF0REUSE Deslgn va ld for use only with Welds connectors. lNsdeslgn 6 based only upon poramefersshown, and! Is form IncMduol buldrg component. not a frrmsystem. Befae use. Die bulldrg designer must verify the appllcab9ly of design parametersand property Incorporafe, iMs design Into the overall bu0mngdeslgn. Macho Indicated! istob Wftsgoflndl dudlemweband/or chordmembersoNy. Addflondtemporarymtlpemlarrenf&m g MiTek' prevent Is always regdred for sfabxiy and to pevent collcpea wAlh poshle personal ft* y and properlY damage. For general guldace regordrg lire fabfk:aflon.storage. dellvery, erector and braalng of fnxses and Kars systems seaANISIMIT6uallty C,dferlo, DS&a9 and SCSI suxdng Component Was Parke East BN& Sofey Irlformallon ava lanle Isom inrss Rate hslitute. 218 N. Lee Meet Suite 312 Alexandria. VA 22314, Tampa, FL 33610 Job Truss Truss Type Ory Ply T11724596 504770-PSLP-PIOLUNEK B06 Roof Special 7 1 Job Reference (optional) Tibbetts Lumber, B.120 s Jun 222017 MiTek Industries. Inc. Mon Jul 31 13:64:24 2017 Scale =1 S9.4 4x6 = 3x4 = 3x4 = 4.5 — 2x4 It C 10 3xe MT20HS 3x4 3x6 = 2x4 I 3x8 = = = 4x9 = 3x6 11 LOADING (psf) TOLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Gdp DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 C51. TC 0.40 BC 0.83 WB 0.38 Matrix -AS DEFL. in (too) Udell L/d Ved(LL) -0.17 13-15 >999 240 Vert(TL) -0.45 13-15 >897 180 Horz(TL) 0.11 11 We n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 192 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 5-15, 6-12 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11=1234/0-3-8,2=1305/0-7-10 Max Harz 2=284(LC 12) Max Uplift 11=-603(LC 12), 2=-653(LC 12) Max Grav 11=1234(LC 1).2=133B(LC 17) FORCES. (Ib) - Max. CompdrMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2308/1327, 3-4— 1934/1186, 4-5=-1716/1154, 5.6=-1841/1164, 6-7=-933/634, 7-8=-1022/633,.8-9=-1013/622, 9-11=-1203/781 BOT CHOR_ D 2-16=-1382/2091, 15-16=-1382/2091, 13-15-.1215/1908, 12-13=1053tl647 WEBS 3-15=427/328, 4-15_ 208/557, 5-15=-393/201, 6-13=-123/451, 6-12=-995/655, 7-12=0/269, 9-12=-686/1112 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.OpsF, h=15ft; B=45ft; L=341t; save=4ft; Cat. 11; Exp C; Encl., GCp1=0.18; MWFRS (directional) and C-C Exterlor(2) -1-0-0 to 2-4-7, Intedor(1) 2-4-7 to 11-0-0, Exterior(2) 11-0-0 to 30-11-1, Interior(1) 30-11-1 to 33-6-14 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl With any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide Wit tit between the bottom chord and any other members, with BCDL = 10.0ps1. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 It, uplift at Joints) except Qt=lb) 11=603, 2=653. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Y.' gypsum sheetrock be applied directly to the bottom chord. 9) Graphical put din representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. A WARNING- WA1,dd9nparamefeas.dREADN07E50NTN/SANDWCLUDEDAU1EKfi FERANOEPAGEM474"m,. 1411N320156E 01?EUSE Desim valid for use odywith MBeMconnectom the design Is based onlyupon Parome18rsshown, antl Is form §WMdud bu9tltrxl component. no o truss system. Before use. Inc but ding desUner must very the OppllcabBlryof tlesign Parameters antl properly Incoryorate this design Into the oveial buVangdesign. Brmkiglntllcated Btoprevent WcMvofln K4dLK9 usweband/MCC dmemberso*. Atlallwai temporary arsd fxermarenl brac9rg MiTek' Kaiq regidred for stablllly arxi to gevenl catapsewilh possRxe personal htlrAYand properly damage. For genera guldarsce regardvg Ilse fobrkalbn storage, dellvery, erection and bracing of tmsesend husss;V5fems. seeMSU PII Cually Cdteda, DSB-69 a BCSI BUBmng Component 69M Perk. Easr BIVd Safely Information eveloble earn Truss Peale Institute. 218 N. We Street. SWIe312 Alexandria. VA 22314. T.npa, FL 33610 Job Truss Truss Type Oy Ply T11724597 504770-PSLP-PIOLUNEK B07 Half Hip 1 t Job Reference o tional Tibbetts Lumber, 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Jul 31 13:54:25 2017 ID:OMGHgVGe6ryrlYuEMmJmnYy24F-716sBjSBisK3LsKRfV5T_7_N=ODureAW W SW 1 _ 25-5-3 _ 33- 10 Scale = 1:58.4 4x8 = 3x4 = 6x6 = 3a4 = 4 17 5 18 6 19 20 7 3s6 = 3x4 = Sx6 = 3x4 = BX6 = r 9-OA 173-7 I 25-53 33-8-10 9-0-0 &3-7 8-1-11 837 Plate Offsets(XY)— f2.0-2-80-1-81 f4:0-540-2-01 f6:0-3-OEdgel 17:Edoe0-1-81 f10:0.3-00-3-01 LOADING (psi) SPACING- 2-0-0 CSL DEFL. in (lot) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(L-) 0.22 10 >999 240 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.42 9-10 >958 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Hoa(TL) 0.13 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 1751b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 ROT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 8=1231/0-3-8, 2=1308/0-7-10 Max Harz 2=283(LC 12) Max Uplift 8=-602(LC 12). 2=654(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-9. 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. gb) - Max. CompJMax. Ten. - All tortes 250 (lb) or less except when shown. TOP CHORD 2-3=-2202/1378, 3-4= 2018/1305, 4-5=-2332/1495, 5-6=-1749/1089 BOT CHORD 2-11=1423/1899, 10-11=-1228/1794, 9-10= 150212336, 8-9=-1085/1733 WEBS 3-11=-224/288, 4-11=-124/369, 4-10— 34B/707, 5-9= 6731473, 6-9= 137/582, 6-8=1943/1217 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult_160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=5.Opsf; h=15ft; B145ft; L=34f ; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -1-0-0 to 24-7, Interior(1) 2-4-7 to 9-0-0, Exterior(2) 9-M to 13-9-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except gt=lb) 8=602, 2=654. 7) This truss design requires that a minimum of 7116' structural wood sheathing be applied directly to the top chord and 14' gypsum sheetrock be applied directly to the bottom chord. Q WARNWG-Vernydeagnpame teme dREAONOTES ON TNISANGwCLVDEDM KREFERANCEPAGEM11J4nm, 101Yd2g159EFORE USE DeSIM vditl for useortyvuh, McWconnectom lNsde M bbasedonly Won parametersshown.and Is form bdMduol bustling component not �� properly a tram system. Before use, the biding designer must vodfy lireppl alcabsity of de90n p0ianeters and operly Incorporate ihhdesgn Into it overdl busWgaeifgn. Brachglndicated6toprevenIMCU[gofMNkludlmsswebcnWWCWrdmembersoNy. Addltlonoltemporayandpeimonenllxacing MiTek' k always regiLred(a staMihaWlo gevenlcdis>pse w9h posmle poisaal NlW and poperrydamage. Fri genera gr4daas regadrg the tl erectlon and bocBg of ontl Imes systems s DSB-a9 arM BCSI Bustling Component 6904 Parke Eest Blvd. Walt Information18 N.I AlexandriaVA MCAteda, Solely INormaXon avdlatNe Bom irrm Rate InsXMe. 218 N.lee Slreal.5�eie 312 Plexanclrk4 VA 22i14. labie, Terrye, FL 33610 Job Truss Truss Type Oly Ply T11724598 504770-PSLP-PIOLUNEK B08 Half Hip Girder 1 2 Job Reference (optional) fibbeas Lumber, u.izu s aun LL zul r ml I eK mausmes, ma. mon aul al 16: 9Zu zul i Scale=1:58.4 Special NAILED NAILED - NAILED NAILED NAILED 4x8 — 3x4 = 5x6 = 3x4 -- 3x4 11 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 6.00 FIT 3 16 17 18 4 19 20 2122 5 23 24 25 6 26 27 287 US = 2x4 II NAILED NAILED 5x6 = NAILED NAILED3x4 = NAILED NAILED 5x6 = NAILED NAILED 6x6 = Special NAILED NAILED NAILED NAILED NAILED U7-0-0 13.9d 20-4-5 26-11-10 l 33-8-10 -n BA-0 6.7-d 6-7il 6.9-0 Plate Offsets (X,Y)— 13:0-5-4 0-2-01 15:0-3.0 0301 19:0-3-0 0-3-01 111:03-0,03-01 LOADING (pat) SPACING- 2-0-0 CSI. DEFL in (too) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.33 10-11 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.58 10-11 >692 180 BCLL 0.0 ' Rep Stress Incr NO WB 1.00 HOrz(FL) 0.17 a Na n1a BCDL 10.0 Code FBC2014/FP12007 Matrix -MS Weight: 3401b FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 'Except' TOPCHORD 3-5: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 8=2824/0-3-8, 2=2606/0-7-10 Max Horz 2=230(LC 25) Max Uplift 8=-1472(LC 8), 2=-1382(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 gla) or less except when shown. TOP CHORD 2-3— 5063/2572, 3-4=-6505/3416, 4-5— 6374/3323, 5.6-4359/2264, 7-8=372/348 BOT CHORD 2-12=-2367/4444, 11-12=-2368/4467, 10-11=-3445/6535, 9-10-3326/6357, 8-9=-2246/4298 WEBS 3-12=-19/671, 3-11=-1191/2371, 4-11-761/710, 5-10=0/577, 5-9=-2293/1218, 6-9=436/1480, 6-8=-4792/2506 Structural wood sheathing directly applied or5-1-10 oc pudins, except end verticals. Rigid calling directly applied or 6-10-9 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131'XX) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) A11 loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated- 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=1511; B=459; L-34f ; eav"— it; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) 8=1472,2=1382. 9)'NAILED" indicates 3-10d (0.148'x3') or3-12d (0.148'x3.25.) toe -nails per NDS guldlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 300 lb down and 354 lb up at 7-0-0 on top chord, and 3801b down and 145 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply T11724598 504770-PSLP-PIOLUNEK BOB Half Hip Girder 1 2 Job Reference (optional) Tibbetts Lumber, 8.120 a Jun 222017 MiTek Industries, Inc- Mon Jul 31 13:5428 2017 Page ID:OMGHgVGe6ryE1YuEMmJmnYyfZ4F-Xcn_pkV4?nidCJ2OKdeAcfcw48Nk59JcCTgBF5ysX6P LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3--54, 3-7= 54, 8-13=-20 Concentrated Loads (lb) Vert: 3=-165(B)12=-380(B)9-62(B) 6— 117(B)16=-117(B)17=-117(B) 1B_ 117(B)19= 117(B)20=-117(B)22=-117(B)23=-117(B)24— 117(B)25=-117(B) 26=917(B) 27=117(B) 28=-132(B) 29=-62(B) 30— 62(B) 31=-62(B) 32=-62(B) 33-62(B) 34=-62(B) 35=-62(B) 36-62(B) 37= 62(B) 38=-62(B) 39=-62(B) 40=-69(B) Q WABNWG-Vedfyeeslgnpremet..dREADNOTE50N7 XANDWCLUDWD KREF NCEPAGEM 7=mn 1ON3rR015BEPORE USE Design volid for use only with NtneM connectors. Ildsdeslgn 5 based onlyupon parometers shown, and Is form bxlMdual building component, not a h system. Before use. the b ilmng deslgner must verity the oppilcolAty of design parameters and properly incorporate ihk design Into tW overall bu0c9wdeslgn Sachglndkaledtsloprevenl WcldMofDdivldu tl webatd/m ChwdmembersoNy. A"RotplfemporayondpermalenlbocIng MiTek' lcaiways required for stab911y aid to Prevent collapse with possible personal krjoy and propedydanage. Fa general guidance reparaisg Me fabrbalbn storode, dellvery, erection ad bmdng of tmaesand Dos systems, s ANSI/iPl1 Quality Cdteda, DSB-e9 cM BCSI 9uliding Component 69N Parke East Bind. Safety INormallon available from Bras More ImtiluW 218 M tee Street. Slle 31Z Alexaalrla VA 22314. Tarn., FL 3361D Job Truss Truss Type Dry Ply ' T71724599 504770-PSLP-PIOLUNEK C01 Common 1 1 Job Reference (optional) Tibbetts Lumber, 8.120 s Jun 222017 MiTek Industries, Inc. Mon Jul 3113:54292017 Pagel ID:OMGHgVGe6ryE1 YuEMmJmnYyfZ4F-7oLN14Vim4gUgTdDuL9P8183ZYkkghGmR70koYysX60 1-0.0 4-11-11 8-44 1-0.0 411-11 349 -2 101-.00 112-6.0 4-2-0q9.67-1152 0-5 25-01 p-o0-0 713--0 1--3 441-1010.9-35� RI Sx6 = I Scale=1:47.2 3x6 = 3x4 = 3x8 MT20HS = 3x6 = 3.4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CS. TC 0.70 BC 0.84 WB 0.70 Matrix -AS DEFL. Ven(LL) Ven(fL) Horz(TL) Attic in (lot) VdeFl Ud -0.63 12-14 >474 240 -1.0712-14 >280 180 0.06 10 We n/a -0.4412-14 228 360 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 113 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid telling directly applied. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1062(0-7-10, 10=106210-7-10 Max Herz 2=-252(LC 10) Max Uplift 2=-464(LC 12), 10=464(LC 12) Max Grav 2=1260(LC 18), 10=1260(LC 19) FORCES. fib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2189/826, 3-4=-1918/687, 4-5=-1539/668, 5-6= 104/671, 6-7=-104/672, 7-8- 1538/668, 8-9- 1917/667, 9-10= 2191/826 BOTCHORD 2-14=-602/2081,12-14=342/1674,10-12=601/1914 WEBS 5-15=-2343/838, 7-15=-2343/838, 8-12=-76(717, 9-12=499/317, 4-14=-76(717, 3-14= 497/317 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15it; B=451t; L=25fl; eave=41t; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterlor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-6-0, Exterior(2) 12-6-0 to 15-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber D0L--1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psi) on member(s). 4-5, 7-8, 5-15, 7-15 7) Bottom chord live load (40.0 psi) and additional bottom chord dead load (5.0 psi) applied only to room. 12-14 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except at --lb) 2--M4, 10=464. 9) This truss design requires that a minimum of 7/16'stmctural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Q WADNOIG-VWfydeslgnpa atem=dR AONOTES ON MISANDWCLUDEOMR KREFE ANCEFAGEW74Mmre 1OW2015DEFOAEUSE Design valld for use only w h MBets9connectors. INsdestgn h based onlyupon paramefersshovrn and Is form IndiAduol Woolen component, net ��• a Inert system. Before sae, the bulldVq designer mull vedfy the appllcabVlty oltlesign parameters and poperly Ncomorate tints design Into the overall b Idtrgdelgn. WwhgfMMa IsfopevenitucMlWoflndMduolfnmw idimcWdmembersoNy. Additlonalfemporm/mdpermananlbracing MiTek' VAlhr»icd personal hjw damage. For Generald i=frulling Mvaysn, eed hus systems s OANSIropedy Of truss,y1FI1 Quality Cdletla, DSa4t9 and BC51 Building Componml analcomponent f storage. del erecrba and bracin0 of strew. delivery. Parke East 18 N. Aexa Safety InlormaBon available from Tnat Plate IntliMe. 218 N. lee Street. SWie 312 Alexand4a. VA 22314. Wety Information ible To Tango. FL 33610 0 Job Truss Truss Type Cry Ply T11724600 504770-PSLP-PIOLUNEK CO2 Common 4 1 Job Reference (optional) ribbons Lumber, 8.120 s Jun 222017MiTek Industries. Inc. Mon Jul 31 13-54:30 2017 516 — Scale = 1.46.3 3x6 = 3x4 = . 3x8 W20H5 = 4x5 = 3x4 = Is LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Gdp OIL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CS]. TC 0.70 SC 0.84 WB 0.69 Matrix -AS DEFL. Vert(L-) Vert(TQ Horz(TL) Attic In (too) 11defl Ud -0.64 11-13 >464 240 -1.0711-13 >276 180 0.06 10 n/a n/a -0.44 11-13 225 360 PLATES GRIP MT20 2441190 MT20HS 1871143 Weight: 111 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid calling directly applied. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEDGE - be installed during truss erection, In accordance with Stabilizer Right: 2x4 SP No.3 Installation guide. REACTIONS. (Ib/size) 10=984/0-3-8, 2=1061/0-7-10 Max Horz 2=243(LC 11) Max Uplift 10=-379(LC 12), 2=-464(LC 12) Max Grav 10=1181(LC 19), 2=1249(LC 18) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2172/827, 3-4_ 1920/687, 4-5-1541/668, 5.6=-105/660, 6-7= 104/673, 7-8= 1518/674, 8-9_ 1893/699, 9-10_ 2197/851 BOT CHORD 2-13=-640/2039,11-13=-382/1629, 10-11=-663/1908 WEBS 5-14=-2322/851, 7-14-2322/851, 8-11— 891718. 9-11= 5051343. 4-13-76/715. 3-13=-500/317 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf, h=15ft; B=45it; L=25ft; eave=4ft; Cat. 11; Exp C; Encl., GCp1=0.18; MW FRS (directional) and C-C Exterlor(2) -1-0-0 to 2-0-0, Interlor(1) 2-0-0 to 12-6-0, Exterlor(2) 12-6-0 to 15-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss 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 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-14, 7-14 7) Bottom chord live load (40.0 pelf and additional bottom chord dead load (5.0 pst) applied only to room. 11-13 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 10=379, 2--164. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum' sheetrock be applied directly to the bottom chord. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Job I Truss Truss Type Oty Piy T11724601 504770-PSLP-PIOLUNCK CO3 Common 1 1 Job Reference (optional) Tibbetts Lumber, 8.120 s Jun 222017 MiTek Industries, Inc. Mon Jul 31 13:54:31 2017 Page 1 I D:QMGHgVGe6ryE1 YuEMmJmnYyfZ4F-xBT7RmXyli5C3nnb7mCIDI EP6MOAIZV2uRvrsQysX6M 11-10-9 13-1-7 14.9-13 -i-0-D 4-11-11 aii 10-2-3 1 -10 2-614.2.0 i6-7 2 20-05 24d-14 1-00 4-11-11 3-4-9 1.9AS -7-1 1-0-9 .7- 1-090-]-1 1-9-15 3A-9 4.7.9 0-7-7 Scale = 1:45.1 4x5 = 9i1 0 4x5= 6 7 4x ..-- 3x6 = 3x4 = 3xa MT20HS = 4.5 = 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FB02014/TPI2007 CS'_ TC 0.69 BC 0.84 WB 0.78 Matdx-AS DEFL Ved(LL) Verl(TL) Horz(TL) Attic in floc) Well L/d -0.63 12-14 >468 240 -1.0612-14 >279 180 0.06 11 r✓a r/a -0.44 12-14 225 360 PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 111 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied. 6-7: 2x4 SP No.2 -BOT CHORD Rigid calling directly applied. BOT CHORD 2x4 SP M 31 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.2 be Installed during truss erection, In accordance with Stabilizer WEDGE Installation guide. Right: 2x4 SP No.3 REACTIONS. (lb/size) 11=984/0-3-8, 2=1061/0-7-10 Max Horz 2=233(LC 11) Max Uplift 11-379(LC 12), 2-464(LC 12) Max Grav 11=1184(LC 19). 2=1251(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3-2172/881, 3-4-19191744, 4-5=-1541/721, 5-6= 143/766, 7-8=-143/782, 8-9=1522/722,9-10=-1895/748, 10-11-2202/893,6-7=-165/888 BOTCHORD 2-14=-700/2037,12-14-429/1631, 11-12-699/1912 WEBS 5-15= 2499/958,15-16= 2474/950,8-16=-2487/960,9-12=-92/716,10-12-499/340, 4-14=-85/713, 3-14= 496/331 ' NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft1 B=4511; L=25ft; eave=4ft; Cal. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Extedor(2) -1-0-0 to 2-0-0, Intedor(1) 2-0-0 to 11-10-9, Fxledor(2) 11-10-9 to 13-1-7, Interior(1) 17-4-6 to 24-7-14 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 4-5, 8-9, 5-15,15-16, 8-16 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-14 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) except Qt=lb) 11=379, 21164. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Q WARNWG-Verity CeGgeparametemmdREADNOTES ON THIS AND WCLUUEOMIIEKREFERANCEPAGEMLL7473rov. 1DNYL0158EFOREUSE Dedgn valld for use onlywlth MRek0connecton, ifdsdesign is based onlyupon porameforsshown. and Isfof an hdlNdual W1dlW component, not ��- a tuft system. Before use, the bWIdW de9gner must verify the apWicablity of design parameters anal properly Incorporate lh6 desgn Into the overall bull9ngdeslgn. lk c gMdIC to stopmventbuckllnooflndivlduallnlfwebOnd/MChofdMemWMo y. AddlfonolfemporaryondpennGrenlbraGrp MiTek' 5 always fequlredfa 51ad1iiyand to gevenl collap�wllh pos59Ne personal hpay and properly dvncge, For generol g�tlUalre regaralflD the i and braWq of and s 4ry Cliterla, DSB-Bg afM 8c51 BWtling ComponeN solely 6904 Parke Eosl Bald. Tertpa, FL 33610 Tbn reetsystems 18 N. Alexan da, VA Safary INonnaHon avdlode from inas Plate Ou11Me. 218 N. Lee Street. Site 312 AlexaMria. VA22314. Inform lfion o aft from Job Tmss Truss Type Dry ply T11724602 504770-PSLP-PIOLUNEK C04 Hip 1 1 Job Reference o tional IDDens wm0er, r_ Scale=1:44.0 45 = 4x5 = 4 5 3x4 = 2x4 11 3x4 = 5a6 = 2.4 h 3x4 = (9 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC2014/TPI2007 CSL TC 0.39 SC 0.44 WB 0.33 Matrix -AS DEFL. Vert(L-) VeN(TL) Hom(TL) In (loc) I/defl Ud .0.12 11-12 >999 240 -0.22 11-12 >999 180 0.06 7 Na rda PLATES GRIP MT20 2441190 Weight 123 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling directly applied. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=979/0-7-10, 7=979/0-7-10 Max Harz 2=224(LC 11) Max Uplift 2=-514(LC 12), 7-514(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1600/985, 3-4=-1181/829, 4-5=-1001/806, 5-6=-1189/833, 6-7=4599/985 BOT CHORD 2-12=-754/1490, 11-12-754/1490, 10-11=-428/1043, 9-10= 768/1374, 7-9=.768/1374 WEBS 3-11_ 518/391, 4-11=-146/310, 5-10-149/309, 6-10=-513/390 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=251t; eave=4ft; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-0.0, Interior(1) 2.0-0 to 11-0-0, Extedor(2) 11-0-0 to 14-0.0, Interior(1) 18-2-15 to 26.0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrem with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 1O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at Joint(s) except (Jt=1b) 2=514, 7=514. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Ys" gypsum sheetrock be applied directly to the bottom chord. QWARNNG. Vedfydes1gnparamsl..dREADN07E9ONTRIS AND NCLUUM0011EKREFERANDEPAGEU67413m, 1Na12atSBEFOREUSE Design valid for use oNy with fvllfek® connectors. this design b hosed onlyupon Parametersshown, antl Is form individual buldl g component. rot ��- a burs system. Before IEe, It>e Wilding designer must verify the oprxlcookifyof design parametersand properly Incorporate this design Into Ito overall buldgdeslgn. 0ochg Mx tedbtoprevent WCNiWoflndMtlualhussweband/orclwrdmembersoNy. Addllioral temporary and permanent Gactrg MiTek' ivction and cclag lapsewliss possRxepersonN h9Ayaxl IjIPI I tytlmmge. FagenerandBaloere Cornlfo bbricar n,stor storage.delivery, nand bras!lMe. tomes Criteria, DSB-69 and BC51 B0I141ng Compononl seo4Perka Street. Su e31ornsAlexandra VA"3Quality SmeN intormaHon avUlade boos Tmss Rate lrullMe. 218 N. lee Sheet. Suite 312 Alexandria. sorely Intonniolan avail blefromT MBNd. Tartpe, FL 33610 Job Tmss Truss Type Oty Ply T11724603 504770-PSLP-PIOLUNEK C05 Hip 1 7 Job Reference o tional Tibbetts Lumber, 8.120 s Jun 222017 MiTek Industries. Inc. Mon Jul 31 13:54:33 2017 Pagel ID:OMGHgVGe6ryE 1 YuEMmJmnYyIZ4F-uZbtsSZCgJLwl4x_7BELJjJOXgSOmtl_LLIOyxlysX6K -1-0-0 636 9-0' 16-0-0 1e41-10 25-0.0 26-0-0 1-0.01 636 2.840 7-0-0 2:8210 6-36 Scale =1:44.0 4x6 = 4x8 = 4 20 21 22 23 5 1 1 e 3x6 = 3xe = 3x4 = 3x4 = 3x6 = Iv e LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Onto DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.51 BC 0.66 WB 0.14 Matrix -AS DEFL in Vert(LL) -0.12 Vert(TL) -0.31 Horz(TL) 0.06 (too) Udell Ud 9-17 >999 240 9.17 >956 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 117 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=979/0-7-10, 7=979/0-7-10 Max Horz 2=187(LC 11) Max Uplift 2= 514(LC 12), 7=514(LC 12) FORCES. (Ib) - Max. Comp./Mm Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3_ 1491/1013, 3-4=-1299/939, 4-5=-1145/898, 5-6=-1298/939, 6-7=-1490/1013 BOT CHORD 2-11=-760/1268, 9-11=-576/1145, 7-9=-772/1268 WEBS 3-11=-239/292, 4-11 =-1 12/348, 5-9-138/348. 6-9= 240/292 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=S.Opsf; h=15it; B=4511; L=25it; eave=4ft; Cat. II; ExinC; Encl.. GCpl=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 9-0-0, Extedor(2) 9-0-0 to 20-2-15, Interior(1) 20-2-15 to 26-0-0 zone; cantilever left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechaniml connection (by others) of truss to beating plate capable of withstanding 100lb uplift at joint(s) except (jt=1b) 2=514,7=514. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. Job Truss Truss Type Oty Ply T11724604 504770-PSLP-PIOLUNEK C06 Hip Girder 1 1 Job Reference (optional) Tibbetts Lumber, �7 8.120 s Jun 222017 MiTek Industries, Inc. Mon Jul 31 13:54:34 2017 Scale=1:44.0 Special NAILED 4x8 = Special NAILED NAILED 2a4 II NAILED NAILED Us — ' 17 18 ° 19 20 5 4.6 = 2x4 II NAILED NAILED Sx8 = NAILED NAILED 244 II 45 = Special NAILED Special m Id Plate Offsets (XY)-- 13:0-5-4 0-2-01 15:0-5-4 0-2-01 19:04-0 0-3.01 LOADING (pst) SPACING- 2-0-0 CSI. DEFL in (loc) Ildell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.44 Ven(LL) 0.21 9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Ved(TL) -0.36 8-9 >834 180 BCLL 0.0 Rep Stress Incr NO WB 0.39 Harz( I-) 0.11 . 6 We n1a BCDL 10.0 Code FBC2014/rP12007 Matnx-MS Weight: 113111 FT=20% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 2=1971/0-7-10, 6=1971/0-7-10 Max Horz 2=150(LC 24) Max Uplift 2-1065(LC 8), 6=-1065(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3— 3671/1884, 3-4=-4063/2204, 4-5=-4063/22D4, 5-6=3671/1884 BOT CHORD 2-10=-1522/3202, 9-10=-1524/3224, 8-9=-1524/3224, 6-8=-1522/3202 WEBS 3-10=-40/637, 3-9-556/1059, 4-9-7691714, 5-9=-556/1059, 5-8=-40/637 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-9 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-4-1 oc bracing. MiTek recommends that Stabillzers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=1511; 8=45ft; L=25f1; save=41t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Cantilever left and right exposed; Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will tit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100lb uplift at joint(s) except (t=1b) 2=1065,6=1065. 7) "NAILED* indicates 3-1 Oct (0.148'x3•) or3-12d (0.148x3.25') toe -nails per NDS guldlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 300 lb down and 351 lb up at 7-0-0. and 300 lb down and 351 lb up at 18-0-0 on top chord, and 380 lb down and 145 lb up at 7-0-0, and 380 to down and 145 lb up at 17-11-4 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 Was are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 13=-54, 3-5= 54, 5.7— 54, 11-14=-20 Concentrated Loads (Ib) Vert: 3-165(F) 5— 165(F) 10=-380(F) 9=-62(F) 4= 117(F) 8--380(F) 17=-117(F) 18=-117(F) 19-117(F) 20=-117(F) 21=-62(F)22=-62(F) 23=-62(F)24=-62(F) OWARNING-Vedrydeslgnp 01temand NEADNOTES ON MZMDMCLUDWMREKREFERANCEVAGEM674"mv. I&M120r5BEFOREUSE Deslgn valid for use colYWIh MITeWconnectom TNsdedgn Is based only upm paramefersshoum, antl Is form Individual buld[M component, not � a Ims system. Before use, the bullcing designer, mmf veriM the CppllcobBlty of design porometers and properly Brcorporote Hs6 design Into the overall bu0t➢ng tlesign. Doting Dx9catecl h to prevem WcNbv of Indt0dual husweband/oT Chord members only. Adcliffmaltemporcymdpearnmenlbfactrg MiTek' f al tsrestorcp e. ablo0lrymdio proveMrc,ci sewlln possmle persorxlhp SI/TPII Qu Jgnc te. Fagenerdgr4danceregg Com Rre and lNOMfxt. QualityCdteda, DSB-89 antl BCSl Buadfng Component fabrkalkxrmatioge.tll:ablerom rile East Blvd. 14N.feedraol.systems..Aoxcrxid SMety Information avdlade M1om Tres %ale trssliMe. 218 N. Lee SlreDl. SNie 312 AlexaMib. VA22314. T= Tampa. FL 33610 Tampa. Job Tmss Truss Type dry Ply T11724605 504770-PSLP-PIOLUNEK C07 Half Hip 1 1 IJ.bRlerence(opflonal) Tibbetts Lumber, 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Jul 31 13:54:35 2017 1 1 0 416 = 16 axe = 17 Scale =1 A3A 3x4 11 3x6 = 3x8 = 3x4 2x4 11 6x6 = LOADING (psl) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Gap OIL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FSC20147TPI2007 CS]. TC 0.50 BC 0.76 WB 0.42 Matrix -AS DEFL. Ved(LL) Vert(R) Horz(TL) in (loc) Vdefl L/d -0.15 10-13 >999 240 -0.3910-13 >761 180 0.06 7 n(a n/a PLATES GRIP MT20 2441190 Weight: 130 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 WEBS 1Row at midpt 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=895/0-3-8, 2=973/0-7-10 Max Horz 2=303(LC 12) Max Uplift 7=455(LC 12), 2=-482(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-15371993, 3-4=-1271/793, 4-5=-1094/797 BOT CHORD 2-10=-1124/1333, 8-10=-681/1004, 7-8= 681/1004 . WEBS 3-10— 319/368, 4-10— 6/321, 5-8=0/296, 5-7=-1174/800 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15fh B-459; L=25f : eave=4fl; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-O to 2-0-0, Inteaor(1) 2-0-0 to 9-9-0. Extedor(2) 9-9-0 to 13-11-15 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 7=455, 2=482. 6) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and V gypsum sheetrock be applied directly to the bottom chord. O WARNWG.Vedrydes/gnper tersemd RPAUNOTES ON TMSANOWCLUOEOMOEKREFERANCEPAGEM6747Smv. la=lVISBEFOREUSE Design volid for use only vAm MIT.Woonneclors. TNs de9on h based only upon pmamefersdwvm. ontl h fw an he Mdual building component, not a hus system. Before use, the building designer must verily line oWlicabnily of deugn pwamelemand Ixoloetly hcomorate thin tlesign Into the overall bullaligdedgn. trachglnorcoredhtobucklingoflndlNdumtnmweband/or chord members only. AddrionolteraWaryandremarnenlbrxlrg MiTek' prevent h always regaled Iw slaWlryontl to prevent collapse with posffile pefsond hpay arK1 propedy damage. For general guldonce rega Grog the fabrl IlM storage, delNeW. wecnon antl txachg of Imsesond muss systems s ANSIITP11 Guanry Cdterla, DSB-89 and BC51 Bonding Component 69" Parke East Blvd. Safety Informatton a amble from urns Rate kWifi ie. 218 N. Lea Street Site312. Alexanddm VA 22314. Tempe, FL 33610 Job Truss Truss Type Ory Ply T11724606 504770-PSLP-PIOLUNEK C08 Hall Hip 1 1 Jab Reference o tional Tibbetts Lumber, 8.120 a Jun 222017 MiTek Industries. Inc. Mon Jul 31 13:54:36 2017 4x8 = Scale=1:43.0 3x4 = 3x4 = 15 16 17 4 18 19 5 3x6 = 2x4 11 3x4 = 3x4 _ 6x6 = LOADING (pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL L25 Lumber DOL 1.25 Rep Stress 1, or YES Code FBC2014/TP12007 CS'. TC 0.61 BC 0.70 WB 0.54 Matrix -AS DEFL. in Vert(LL) -0.11 Vert(TL) -0.29 Horz(TL) 0.06 (too) I/defl L/d 6-7 >999 240 6-7 >999 180 6 n/a rJa PLATES GRIP MT2o 2441190 Weight: 119 Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N1.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP N1.2 BOT CHORD Rigid ceiling directiyapplied. WEBS 2x4 SP No.2 WEBS 1Row at midpt 4-6 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (ib/size) 2=975/0-7-10, 6=890/0-3-0 Max Horz 2=253(LC 12) Max Uplift 2=-498(LC 12), 6=-437(LC 12) FORCES. (Ib) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1451/826, 3-4=-1326/849 BOT CHORD 2-9=-857/1215, 7-9=-854/1221, 6-7= 849/1326 WEBS 3-9=0/315, 4-7=0/323, 4-6= 1415/908 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=1 Sit; B=45H; L=25ft; eave=lft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exlerior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-10-8, Exterior(2) 7-10-8 to 12-1-7 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' Tints truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except Qt=lb) 2=498, 6=437. 7) This thus design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum 'sheetrock be applied directly to the bottom chord. ,&WARNING-yadlydea/gaparamerers and READ NOTES ON THIS AND DIOLUDEDINTEKREFERANCE PAGE Ng-7473rev. 11110242015 BEFORE USE DesIgn valid for useoNywith MReMcmn lors.iNsdesignh basedontyupon parametersshown, andIs form iWMtlual WOdlWcomponent,rwt a toss system. Before use, the Wlldng designer must verify the aprxicaDSlty, of design parameters and properly bgorpwale 1hh desgn Into the overall bilcligdeslgn. Wa cdedkloprevmiWcXfngofOWividudtnrsswebancVmc"dmemb moNy. AddiporwltempaaryandpennanenilxacVg MiTek' gind 6 dways iegWred for stablllly and to prevent collapse with possmle peumul ritm and property damage- For general gdc1mI a regardng Me faWcefors starage, delivery, erection and brac0g of fnnse d truss systems—ANSI/TPII Quality Criteria, DS849 and BCSI BuOmng Component 004 Parke Easl BNd. Safely Infonmton avalable from Tnas %ale Institute, 218 N. tee Street State 318 NexorWtla VA 22314. Tanya, FL 33610 Job Truss Truss Type Qty Ply T11724607 504770-PSLP-PIOLUNEK C09 Half Hip Girder 1 7 Job Reference (optional) I ibbeM Lumber, 9.120 S Jun 222U1/ M I I eK Industries. Inc. MOn JUI 3113:b4:3/ 201/ Scale=1:43.0 NAILED NAILED NAILED dx8 = NAILED NAILED NAILED 3x4 _ NAILED NAILED 6x8 = NAILED Special 4.5 II 3 14 15 16 f7 18 4 19 20 21 22 5 23 24 25 6 4%6 - 2)(4 11 NAILLU NAILtu 6R6 _ NAILLU NAILtU 3R4 = NAILEU NAILLU 66%6 Special NAILED NAILED NAILED LOADING (psi) TCLL 20.0 TCDL '7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014)TP12007 CSI. TC 0.64 BC 0.98 WB 0.75 Malix-MS DEFL. in Vert(L-) 0.25 Vert(TQ -0.45 Hou(FL) 0.13 (loc) I/dell Ud 9 >999 240 9-10 >652 180 7 We r/a PLATES GRIP MT20 244/190 Weight: 121 Ile FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 "Except' TOP CHORD Structural wood sheathing directly applied or 2-10-11 oc pudins, 1-3: 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP NO.2 "Except" BOT CHORD Rigid ceiling directly applied or 4-9-2 oc bracing. 7-9: 2x4 SP M 31 WEBS 1 Row at midpt 5-7 WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=2074/0-3-0, 2=1735/0-7-10 Max Horz 2=199(LC 8) Max Uplift 7=-1133(LC 8), 2= 933(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=3233/1628, 3-4=3899/2067, 4-5=-3076/1659, 6-7= 492/365 . BOT CHORD 2-10=-1513/2824, 9-10= 1514/2846, 8-9=-2086/3910, 7-8=-1653/3042 WEBS 3-1D=-11/537, 3-9=-632/1226, 4-9= 244/395,4-8=-936/475, 5-8= 11WF793, 5-7=3283/1781 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=25ft; eave=oft; Cat. II; Exp C; Encl., GCpl-0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate.drainage to prevent water pending. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except gt=ib) 7=1133,2=933. 7) "NAILED" indicates 3-1 Did (0.148"x3") or 2-12d (0.148°x3.25°) toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 368 lb down and 307 lb up at 23-0-12 on top chord, and 2761b down and 118 lb up at 5-10-8 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the bass are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 13=-54, 3-6= 54, 7-11=-20 ,&WARNING- Verity denlgnparameremandREAONOTES ON THIS AND WGLUDEDMNEKREFERANGE PAGE 11467473rev. HVI230a15 BEFORE USE DesignvalldforuseoNyvArhMBek®connectors. Rtlsde QnIslasedoNyupon Darcmefemshown. antl is form4ldMdual Wilding comporenL net �`- o` a frussystem. Before use. ita br9lolig desigaeFmull verity theoppllcat0il ofdesign parameters aal properly mcolporate Bdsdesign Intothe overall buAdirgcledgn. Wm L topreveniWC Wgofl dWmlfnrssweband/ochordmemb mrs y. AtldilioralfempororyantlpermanentOrating MiTek' gindta b ahvays required for stability oral to prevent collapse wdh possible personal lhlury antl properly dori for general guldonce regarding the fabdcatloG storage. delivery. erection ordi brooip of fmacs arrtl truss swremsse sl/mi l Quality Cdteda,DSB-69 anal BCSI Building Component 004 Parka East BNd. Sately Intonation avorable from Tnrss Rate Institute. 218 N. Lee street. Suite 312 Alexarolde, VA22314. Tanya, FL 33610 Job Truss Truss Type Qty Ply T11724607 504770-PSLP-PIOLUNEK C09 Half Hip Girder 1 1 Job Reference (optional) Tibbetts Lumber 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Jul 31 13:54:37 2017 Page 2 ID:QMGHgVGe6ryE1 YuEMmJmnYyIZ4F-mLgOipcjuYrMniEIM01ITZUQNmRQi HYxGNM944ysX6G LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3= 70(B) 10= 276(B) 15= 87(B) 16=-87(B) 18-87(B) 19-87(B) 21=-87(B) 22= 87(B) 23— 89(B) 24-173(B) 25=-368(B) 26= 50(B) 27-50(B) 28= 50(B) 29=-50(B)30=-50(B)31-50(B) 32=-52(B) 33=-56(B) 34=-41(B) Q WARNNG-Verify0e41gnpa eteme dREADNOTES ON THIS AND INOLUDED MMEKREFERANOEPAGEMIF74nmx 1o=ro15EEFOREUSE. Design volld for use oNywith MlTekfl connectors. iNsdeslgn B based oNyupon Parameters shown. arw h for an NdivWual building component. not a truss Were. Before Use, the WOW designer must ve4fy the oWleebtity of design Parameters and Properly hcorporate Mis design Into the over" burcirnodeslgn. Br—hglntl ledhtope.nib kIngofl�ivldualhussweband/mchordmembersoNy. AddBiorwltemporaryalxlpermanenibracing MiTek' 4 awoyS rec"red for V btffy and to Prevent Cdlopsewth passible peisoncd Maly and PfoPery damage. FOl general galdanCR reg4(�Ilg the faM afimstorage.delNery.erecibna Mar rgofinlssesondimsssystem%s AN51/TPII Qualy Cterla,DSB-89cMB iBuming Component 69M Perko Earl Blvd. safety Information available from Tnas Hale institute. 218 N. tee Sheet. SWte312 AlexaMDa. VA22314. T.W., FL 33610 Jab Truss Truss Type Ory Ply T11724608 504770-PSLP-PIOLUNEK CJ1 Corner Jack 17 1 Job Reference (oDlirnap Tibbetts Lumber, 8.120 s Jun 222017 MiTek Industries, Inc. Mon Jul 31 13:54:37 2017 Pagel ID:OMGHgVGe6ryE1 YuEMmJmnYyfZ4F-mLgOipcjuYrMniEIM011TZUZimgRiSBxGNM944ysX6G 1-PO -1Vol 1-0-0 1-0-0 Swle =1:7.0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 VertCTQ -0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hotz(TL) 0.00 2 n/a n1a BCDL 10.0 Code FBC2014rFP12007 Matrix -MP Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=9/Mechanical, 2=118/0-7-10, 4=0/Mechanlcal Max Harz 2=67(LC 12) Max Uplift 3=-6(LC 9), 2=-129(LC 12) Max Grav 3=12(LC 17), 2=118(LC 1), 4=20(LC 12) FORCES. (Ib) - Max- Comp./Max. Ten. -Ali forces 250 (lb) or less except when she=. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ff; B=45f ; L=24ft eaveaft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord inall areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except Gt=lb) 2=129. A WARNING-Verilydeslgnparamefersand READNOTES ON TNISANDWCLUDEDMREKREF£RANCEPAGEMR7Mmv. lo=x10158EFOREUSE Design vaild for use only W h MBeM connectors.11ilstleLgn 5 based onlyupon parametersshown, and Is form Individual bu9tlliq component, not a husswstem. Before rne, the bWding deskmer must vedfy the appllcab6lry of design parameters mcl properly Incorporate ttrb design Into the overall Wadisp design. Wmhglcleared blo prevent Wckllo, oftrWWdual Uussweb moufm chord members only. MOW b<Lwaysregdretl for siabulry andbpreveni collapsewllh parable per�rb hpxy grid gopertytlamcge. fageneragKSIWregardom n bR storage, ee, erecrbn oho brociig of h ems, I Cdlerla, D5B-T9 aM BC51 BuOtling Component solely Tarn, P.W. Ease Blvd. 18 N. tand et. su . Alexandria. lndri VA 223 SNeN Information avoDaWe from Truss Role IruiltWe. 218 N.lee Tlreef.5uite 312 Alexandria VA 22314, I ,aii Tanpa, FL 33610 Job Truss Oly PiyT11724609 504770-PSLP-PIOLUNEK ]T�w CJ2 1 1 Job Reference o tional Bbbetts Lumber, 1 2x4 = 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Jul 31 13:54:38 2017 Scale =1:7.0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.01 Ven(LL) -0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Ved(TL) -0.00 7 >999 180 BOLL 0.0 ' - Rep Stress Incr YES WB 0.00 Horz(Q -0.00 3 n1a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight 4lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3-fig/Mechanlcal,2=58/0-7-10,4=14/Mechanical Max Harz 2=40(LC 12) Max Uplift 3=-16(LC 12), 2=-39(LC 12), 4=-4(LC 12) Max Grav 3=22(LC 17). 2=58(LC 1), 4=16(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft Cat. II; Exp C; Encl., GCpl=O.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. ® WARNING- VeNltydeslgnpammetemandREADNO7ES ON MNMDMCLUDEDM? KREFERANCEPAGEM 7473mv. lamamals BEFOREUSE Dedgn valid for use oNywUh MReMcanrrecfom 7Nsdedgn GlmacIONyapan parameters shown. arw MOT anhxlMduN buOdirg comPoneN.not �■ q` a tms system. Before use. fire bulldna designer mmf verify me applicab911y of desgn paameters and aoperly Incapaate this design Info fineoverall bo,dngdeSgn. WaohugIndl medktopreventbuctlhgminlvIdualfruzw band/or chord membersoNy. Additlawltemlmraryandperrnanenitxacing MiTek' to prevent ng of wish p arxd ftpers tam blury attl plotmdy Wmage. For SB49 a dWtlmrce ding Com the Ls always requiredo. delivery,CNetla, OSa-69 and eCSl Building Component faWlc o218 69u4Pmke Eesf BNtl. N. Lee shootsystems..N xandd VAMQuoUlY SNeW INormaDon avahable flan inns %ate InsiiMe. 218 N. Lee Street. Suite 312 Alexantlrla. VA 22314. InIcuaforag mialfvery.ern T.Pat.mintut Tarrya, FL 33610 Job Truss Truss Type Cy Ply T11724610 504770-PSLP-PIOLUNEK CJ3 Corner Jack 13 1 Job Reference (optional) Tibbetts Lumber, 2x4 = 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Jul 31 13:54:392017 Page 1 :l YUEMmJmnYyIZ4F-ijy97VdzPg5317OeTRLmY_ZvwaLPAMhEkhtGezysx6E Scale: 1' 1' 3-0-0 LOADING (psi) SPACING- 2-0-0 CS]. DEFL in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.13 Vert(LL) 0.01 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(fL) -0.00 3 n/a n1a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 11 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudiins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directlyapplled or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance With Stabilizer Installation guide. REACTIONS. (Ib/size) 3=65/Mechanical, 2=172/0-7-10, 4=35/Mechanical Max Horz 2=120(LC 12) Max Uplift 3=-60(LC 12), 2=120(LC 12) Max Grav 3=73(LC 17), 2=172(LC 1), 4=51(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vu11=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=S.Opsf; h=15f ; B=45 t; L=2411; eave=4f ; Cat. II; Fxp C; Encl., GCpi=O.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone; cantilever left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This Imss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 1001b uplift at joint(s) 3 except at --lb) 2=120. Job Truss Truss Type Oty Ply T71724611 604770-PSLP-PIOLUNEK CJ4 Corner Jack 1 1 Job Reference o tional Tibbetts Lumber, 8.120 s Jun 22 2017 MITek Industries, Inc. Mon Jul 31 13:54:39 2017 Page 1 ID:OMGHgVGe6ryE1 YUEMmJmnYyfZ4F-Ijy97VdzP95317OeTRLmY_ZuiaKrAMhEkhrGezysX6E -0.4-0 3-0.0 0.4.0 H 3-0.0 Scale l'=1' 2x4 = 3-0-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) I/dell Ud TOLL 20.0 Plate Grip DOL 1.25 TO 0.14 r Vert(LL) 0.01 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matdx-MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=68/Mechanlcal, 2=128/0-7-10, 4=39/Mechanical Max Horz 2=92(LC 12) " Max Uplift 3= 66(LC 12), 2=-57(LC 12), 4=-5(LC 12) Max Grav 3=77(LC 17), 2=128(LC 1). 4=52(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 2441190 Weight 10lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3.0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation aulde. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft', L=24it eave=411; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This Imss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) , This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle "-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 3, 2, 4. Job Times Truss Type Oty Ply T11724612 504770-PSLP-PIOLUNEK CJ5 Comer Jack 10 1 Job Reference (optional) Tibbetts Lumber, 8.120 s Jun 222017 MITek Industries, Inc. Mon Jul 31 13:54:40 2017 Page 1 ID:OMGHgVGe6ryElYuEMmJmnYWZ4F.BwWXKrebATDwegzKl9s?5B6?g_bAvpwNyLaphPysX6D -1.0-U 5.0.0 1.0.0 5.0.0 3x4 = b0 o Scale = 1:17.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.45 Verl(LL) 0.06 4-7 >999 240 tvfT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.07 4-7 >856 180 BCLL 0.0 ' Rep Stress [net YES WB 0.00 Horz(I-L) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 18lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 3=118/Mechanical, 2=242/0-7-10, 4=601mechanical Max Horz 2=173(LC 12) Max Uplift 3=-114(LC 12), 2=-136(LC 12) Max Gmv 3=133(LC 17), 2=242(LC 1), 4=87(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation oulde. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF BCDL=5.Opst; h=15ft; B=45f ; L=24ft; eave=4f1; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interlor(1) 2-0-0 to 4-11-4 zone; cantilever left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide Will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of buss to beating plate capable of withstanding 100lb uplift at joint(s) except Gt=lb) 3=114, 2=136. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. O WARNING-Vadydeslgnparamehvs.dREAD NOTES ON TMS AND INCLUDED MREKREFERANOE PAGE W7473mV. 1g/p3Rp159EFORE USE Design Valid (or use My with M8eld)connectors. lNsdssgn Isbasedaiyupon parameters MOM, andl (or an NdMdual fwldngcompatent, not a Inds system. Before use, the wiring designer must vedy the apxlcGtoWy of design paamefela and popody incorporate 111% design Into the overall budkpdeslgn. 6achg 0rtlbdedbto pevent wcWkxl of krtlNitlud inssweb and/a clwrtl members oNy. AtltllllorVx temporary antl permaplsnl lxacNg MiTek' b always reWred la stab61iy and to pevent collapse wilt, POSaNO PersavL 010Y and popady damage. Par Oenerd gildarce regards'the fobrlcalbrrt storage- delivery, erection and bracng of trusses aM truss systems. sesANSIM11 Quality Cdteda, DS849 antl Bost Balding Component 004 Parke East Blvd. Satoy INorma"on avalable tons truss Plate Institute. 218 N. lee steel, Sure 31Z AlexanrLla VA 22314. Tarry.. FL 33610 Job Truss Truss Type Oly Ply Tl 1724613 604770-PSLP-PIOLUNEK E01 Hip Girder 1 2 Job Reference (optional) nbbetts Lumber, 8.120 s Jun 222017 MiTek Industries, Inc. Mon Jul 31 13:54:41 2017 Scale =1:25.1 54 = 5x6 = 15 16 5.6 - 6x6 = ..... - ...... 6x6 = ..._'- 5x6 - TH026-2 THD26 LOADING (Pat) SPACING- 2-0-0 CSI. OEFL. In (fee) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.14 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.24 8-9 >730 180 BCLL 0.0 Rep Stress [net NO WB 0.36 HorcffQ 0.05 7 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix -MS Weight: 1631b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-5 oc purlins. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 9-1-8 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 7=4779/0-7-10, 2=3075/0-7-10 Max Horz 2=121(LC 7) Max Uplift 7= 2397(LC 8). 2_ 1611(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=6214/3145, 3-4=-6211/3219, 4-5=-7164/3716, 5-6=-9203/4709, 6-7=-9219/4643 BOT CHORD 2-10- 2754/5533, 9-10=-2838/5716, 8-9= 3105/6253, 7-8=-4092/8214 WEBS 4-10=-471/490, 4-9= 1602/3219, 5-9=-1014/2043, 5-8= 1461/2914 - NOTES- 1) 2-ply truss to be connected togelherwilh 10d (0.131'x3°) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof five loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--1.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4Fl; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and fight exposed ; Lumber DOL=1.60 plate gdp DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except jt=1b) 7=2397,2=1611. 9) Use USP THD26-2 (With 16d nails Into Girder & 1Od nails Into Truss) or equivalent at 7-1-8 from the left end to connect truss(es) to back lace of bottom chord. 10) Use USP THD26 (With 16d nails Into Girder & NA9D nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 9-0-12 from the left end to 1"-12 to connect truss(es) to back face of bottom chord. 11) RII all nail holes where hanger is In contact with lumber. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4= 54. 4-5_ 54, 5.7= 54, 2.7=-20 Q wANNNG-Vedfydes/gnp�tem=dREADNOTES ON WSANDWCLWEDNNEKREFENANCEFAGENU74)gmv. 1lWS/A015DEFONEUSE Design voiid for use only WM 10106 connectors. lNsdedgn 6 based onlyupon poromefers shown, and Is form Indivldud WHdIng component, not a this system. Before use. the Wining designer must vent' the appllcebliy of oledgn parameters and properly Incomorate this design Into the overoll bldngcledgn. AddifOrdlempw Ontlpermonenlbt=Og MiTek' 7 Is dwaysrequled for slobinty mcl to prevent collarse with possible pew" OrhsY and ptopedy dmnage. For general gr9dance regarding the rubricatkut storage, delivery, erection end bracing of ousel; me try systems, seeAN51/rPl l Quality Criteria, DS11489 aM 11=1 aullding Component UN Perk. East Blvd. safely Informotton avdiobie from Truss Rate Institute, 218 N. Lee Street, Sdte312. Alexandrh VA22314. TaWa, FL =10 Truss Truss Truss Type Oty�JobPtefereme r,O'4�O T11724613 PSLP-PIOLUNEK Hip Girder 1 (optional) Tibbetts LUmber, LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 9= 3284(B) 8= 1058(B) 17=-1399(B) 18= 993(B) 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Jul 31 13:54:41 2017 Page 2 ID:OMGHgVGe6ryEtYUEMmJmnYyfZ4F.f64vYBfDxmLnGJYW bsNEdPe9bOwNeBVXB7KNDrysXeC Q WARNMG- VadryCanlanparametemaedf? ADNOTES ON TN69ANDMCLUDEDM? KREFERANCEPAGEMb74"mv. fe0d4*158E 0REUSE Deslgn vdld for use mly with MITeWconnectors. TNs deslar h based my upon paranefersshown. aW Is form i ntlMdud "dhg component, not ��- a truss system. Before use, the wIdng designer must vedry ife appicoW lry of deslen Parametersand properly Incorporate ih6 design Into the overall d ungdeslgn. Wmglndica istopfeventMeWingofWNitludrmssweband/mcterdmembeisoNy.Atldriorgltemporaryandpermanentbracing MiTek' b dways regdretlfw afabelryantl to prevenlcdlops¢wlln possmle permrdNW and aopedy dame. For general gnidarce regadrg the tlanstorage. Ctltetla, b5B-69a�BCSI BUBdNg Component brockg of18 6904Parka at,le,ere T=and N.eeSreet. Wems, AewndrI VA223 Salary Wormanon avdlade fiom Tnss Rate NSBMe. 218 N.l¢e Street. WWI?, Alexargrta. VA 22314. Wary Tartpe, FL 33610 33610 Job Truss Truss Type Dly Ply T11724614 504770-PSLP-PIOLUNEK E02 _ Hip Girder 1 1 Job Reference (apt onah Tibbetts Lumber, 8.120 s Jun 222017 MiTek Industries, Inc. Mon Jul 31 13:54A2 2017 Special Special 4.5 = NAILED NAILED 4x5 — 3 15 16 17 4 Scale = 1:25.7 6.00 12 5 2 filer d 8 1s 19 7 2x4 11 NAILED NAILED 2x4 II 3X6 Special Special 3x6 5-0-0 9-5-0 14-5-0 5-0-0 4-5-0 5 0_0 Plate Offsets(XY)— 12.0.6.00-0-61 f5:0-&00-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.39 Ved(LL) 0.10 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Velt(TL) -0.16 7-8 >999 180 BCLL 0.0 Rep Stress [nor NO WB 0.12 HOrz(TL) 0.04 5 n1a We BCDL 10.0 Code FBC2014fTP12007 Matrix -MS Weight: 54 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-11 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-13 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during muss erection; In accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1058/0-7-10, 5=1021J0-7-10 Max Horz 2=109(LC 7) . Max Uplift 2=-605(LC 8). 5= 554(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1832/970, 3-4=-1610/922, 4-5=-1832/970 BOT CHORD 2-8= 778/1582, 7-8=-785/1610, 5-7=-777/1582 WEBS 3-8=-143/520,4-7=-142/520 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=5.Opsf; h=15R; B=451t; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide Will tit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 2=605, 5=554. 7) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 153 lb down and 231 to up at 5-0-0, and 153 lb down and 231 Ito up at 9-5-0 on top chord, and 271 Ib down and 133 Ib up at 5-0-0, and 271 lb down and 133 lb up at 9A-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) Standard - 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 34=-54, 4-6= 54, 9-12= 20 Concentrated Loads (Ib) Vert: 3= 52(F) 4=-52(F) 8---264(F) 7= 264(F) 15= 16(F) 17=16(F) 13= 137(F) 19= 137(F) ®WARNING- VedlydeslgnpamaratemandREADNOTES ON TNIS AND INCLUDED MREKRERERANCE pAGEM67473 rev. I&OZOUSBEROREUSE Des itn valld for use onlywtth MneWconnectors, mistledgn R I1metl my upon parameters shown-antl Is form Individual building compafent. not 0 huss system. Betas iae- the building desigoer must verify the oppllcabllity of dedgn parameters antl properly incorporate this design Into the overall bldmgdosign. l9adnglntlicatedlsfoprevenl WelJingofiMtvltluolhusswebarKWoref dmemb ONy. Atltliilond temporary antl permanent braclrg MiTek' dancge, r,DS849red SCSI Bi reDsdrrnpon Gadc.floequtred.. delKry.crdtopreventacingf wish Ondle persOdom. ayaltlp1711 Quality fabk storage, binding of trusses Oetl h 9uality Cdterb, D58419 and aC51 BuOGng Component 5904 Parke East Blvd. et. Suf o31 Alexandra Solely IMormarlon avdlabe from inas %ate W1iMe. 218 N. lee street. Site 312 PlexarWrla VA 22314. Information orobbe-rom Truss Plate Tenye, FL 33610 Truss Truss Type Cry Ply T11724615 �Job 770-PSLP-PIOLUNEK EJ2 Jack -Open 2 1 Job Relerence o tonal Tibbetts Lumber 2x4 = 8.120 s Jun 22 2017 MI l 9x Induslne5, Inc. Mon Jul Jl iJ:ae:e 2u1 / Rage l I D:OMGHgVGe6ryE 1 YuEMmJmnYyfZ4F.bUBfzsgUTObV Vdivi HPijgkcmBju6AgpfJpTHkysX6A Scale =1:7.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loG) Well Ud PLATES GRIP TCLL 20.0 Plate Grp DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 6 >999 180 BCLL 0.0 ' Rep Stress ]nor YES WB 0.00 Horz(TL) -0.00 2 rVa n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -MP Weight: 3lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 1=37/0-7-10,2=20/Mechanlcal, 3=16/Mechanical Max Horz 1=26(LC 12) Max Uplift 1=40(LC 12), 2=-18(LC 12), 3=-7(LC 12) Max Grav 1=37(LC 1), 2=23(LC 17), 3=17(LC 17) FORCES. (lb),- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD Rigid telling directlyapplied or 10.0-0 oc bracing. ' MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.0pst; h=15ft; 0=45f ; L=24ft; save=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opst on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 1, 2, 3. Q WARNING-Vedyde gaparamefommdREADNOTES ON MISAND/NCLUDEDM7EKREFERANCEPAGEMX74"mic 10=NUSBEFOREUSE Design valid for use odywifh MOek®connectors. This de kIn b based onIy won pOrcmeterashown, and Is form hdvldual WIldho component. rot �� a fruss system. Before use, the building designer muss verly the oppllcabYltyof design parameters and properly Incomomfe m5 design Into fineovordl g8dng doAgn. fYodng indcamt b to prevent Wckllrg of lndN4dud t=web and/or chord members my. A c lonol temporary and permanent bcaclrg MiTek' damCCriteria,gtCriteria,ToDr SB-89 ond BCsI BaBreggarCt&oxml PthenaN peM Quality hdways aMcatbn, storage. torne. delivveelrNy, anderection Ond tawii g OfIOnd prserssortenVL weMSIfFPII 69D4Parke East BNtl. Safely, Information ava0ade firm Truss Raie Mfue, 218 N. Lee street, sure 312. Alexandra VA 22314. Tanpe, FL 33610 Truss Truss Type T11724616 rJob 770-PSLP-PIOLUNEK EJ3 Jack -Open ��3� t Job Reference o tional Tibbetts Lumber, y=� a.12u s Jun% zul/ MI I eK lnausmes, me. Mon JUIJ Scale: 1'=l' LOADING (psf) SPACING- 2-60 CS'_ DEFL. (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.0in 2 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Ven(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 Na Na BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 11 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=65/Mechanica1, 2=172/0-7-10, 4=35/Mechanical Max Horz 2=120(LC 12) Max Uplift 3=-70(LC 12), 2= 177(LC 12). 4= 44(LC 9) Max Grav 3=66(LC 17), 2=172(LC 1), 4=51(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation oulde. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.Opsf; h=1511; B=4511; L=24ft; eave=oft; Cal. II; Exp C; Encl., GCpi-0.18; MW FRS (directional) and C-C Exlenor(2) -1-0-0 to 2-0-0. Interlor(1) 2-0.0 to 2-11-4 zone; cantilever left and right exposed; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom Chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except.(It=lb) 2=177. Q WARNNG-V4dfydeslgnpar4mefere.d REAONOTES ON TNISANOWCLVDEDM KREF£RANGEPAGEM694".re.. 1O/03Ra150EFOREOSE DmIgn valid for useonlywith MneWconnectors. lhbdedgn b txaedoNyuponparometersdlown. and is form hdivltlual budding Component. nor a truss system.Before use, the bdldhg deslonal must Verlry me mpllcaWllly ofde rfn parameters and poperly incorporate this deslan Into the oveidl YLOl. ■■ ��• bWdr ®achglndd'cote loWeventWcMfgofWK4dualhusswebaM/orchordmemD rsoNy. AddlttorMtemporaryandpermanenibrocina MiTek' bcl a remlwd fa ddx111y and to prevent collapse Win poss0le personal Brtur, and property Carnage. Forgmord Ul&lalce mgadng the fabrk:albn sloroge, clelvery, erection antl bracing of tnl4es and tens systems, seeANSWII Quality Criteria, DSB49 and BC51 BuOdng Component 6904 Parke East Blvd. Salary Information avatoble man Tres Rate Mums. 216 N. Lee 6heel. Site 31Z Alexandra VA 22314. Taupe, FL 33610 Job Truss Truss Type Oly Ply T11724617 604770-PSLP-PIOLUNEK EJ6 Jack -Open 8 1 Job Reference (optional) Tibbetts Lumber, 3x4 = Time 8.120 s Jun 222017 Miiek Industries, Inc. Mon Jul 31 13:54:442017 Scale =1:20.0 LOADING (ps1) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.62 Ved(LL) 0.10 4-7 >710 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Ved(TL) -0.13 4-7 >541 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(TL) -0.00 3 n/a n1a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 20lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=141/Mechanica1, 2=274/0-7-10, 4=70/Mechanlcal Max Horz 2=197(LC 12) Max Uplift 3=-137(LC 12). 2=-144(LC 12) Max Grav 3=158(LC 17), 2=274(LC 1).4=103(LC 3) FORCES. fib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. MiTek recommends that Stabllizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vu11=160mph (3-second gust) Vasd=124mph; TCDL=4.2psp BCDL=5.Opsf; h=15f1; B=451t; L=24fl; eave=41t; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exteflor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-9-12 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) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100lb uplift at Joint(s) except Qt=lb) 3=137, 2=144. 6) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord End 'A" gypsum sheetrock be applied directly to the bottom chord. ,&WARNING- Vedlydosign pemmetems dREAONOTES ON THIS AND&CLODEDMREKRUERANCEPAGEMAT473.e.. iGAt2 SSUORE USE Deslgn valld for use only with MITek9connecfom This design Is based only upon parameters shown, and h form IndlAdual bulding component, not ��- a hies System. Before uso, the buSding designer must Vedy the appllcab0lfy of design parameters and VOPedy Incomorate Sur design Into the overall building design. Bracing lnH rled h to braiding of lMNldud tOmweb and/or chord members only. Additional femporary and permarent bracBxl Miiek' prevent hbrical reaukedfor Fri and SCSIscukling�itse eliveryamcoprevenlcoilapof Suz»sNlepersate.% so ANSI/7pedydama8e. S949 fobrk storage. delivery. erection and bracOq Quality CHfeda, DSS-99 and at51 audtling Component 6904 Parke Eosl0 , 18 N. S reet,systems. nexa1/mll Solely IMormaHon avtflabe from, inns Plate kssilMe, 218 N. Lee Street. Suite 312 AlexarWd4 VA22314. Information Terrye, FL 33610 Job Truss Truss Type Oty Ply TI 1724618 504770-PSLP-PIOLUNEK EJ7 Jack -Open 37 TJ.b ference o Uonal Tibbetts Lumber, 8.120 s Jun 222017 MiTek Industries, Inc. Mon Jul 31 13:54:47 2017 Pagel I D:OMGHgVGe6ryE 1 YuEMmJmnYy¢4F-TGRAoEj_Xc6x_E?gx7Uetgu5cox72_IPZmhOVysR66 -1-0-0 7-0-0 1.1-0 ] 0 0 3x4 = LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Well Ud TOLL 20.0 Plate Gdp DOL 1.25 TC 0.85 Vert(LL) 0.17 4-7 >494 240 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(T-) -0.26 4-7 >323 180 BOLL 0.0 ' Rep Stress Incr YES WS 0.00 Horz(TL) -0.01 3 n/a n/a BGDL 10.0 Code FBC2014rrP12007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 REACTIONS. (lb/size) 3=171/Mechanical, 2=315/0-7-10, 4=82/Mechanical Max Horz 2=227(LC 12) Max Uplift 3= 167(LO 12), 2=-155(LC 12) Max Grav 3=192(LC 17), 2=315(LC 1).4=122(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:22.9 PLATES GRIP MT20 244/190 Weight: 24 lb FT=20% BRACING- TOPCHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10, Vult=160mph (3-second gust) Vasd=124mph; TCDL=1.2psk BCDL=5.Opsf; h=15ft; B=45ft1 L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=167, 2=155. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the lop chord and W gypsum sheetrock be applied directly to the bottom chord. QWARNWG.Vedlyde41g0pmamet...dREAONOTES ON TMSANOwCLUOEO MREKREFERANCEPAGEMb74TJmy. 10NS12015BEFOREUSE Oesgnvalkl for useoNywOh MneWconnectors.l de9gn Itbmae0myupon Oarametersshown. and Is form MlAdual Wilding componentnot �aa a inns system. Before use, the bWIdM designer must venh the opplicabilly of design pmametersand prope4y incorporafe ihk deSIgn Into the overall b Aclind le Ign. Ormingindlcofe ht-preventWcldkvothdMduUimawebond/wchMdmembersonly. Addifonoltempororyandwrmonentbracln8 MiTek' E always reaWretl fa dobAlh arM to prevent coilopse wflh possble peisorxil OrL+y and properly tloxnage. for generalgWdav;e regmtNx7 fhe fat loge, IN ba S. Mty Cdtada, DSa-99 arM SCSI BUSWig Component 5904 Perks East Blvd. suiemz AlexandriaV Safety IntormaHon available from inm flats InstlMe. 218 N.lee Slreef.6W1e 312 Alexandrl¢ VA 22314. ly Into na ai le fromTruan not ithus. 18 N. to, Street. Tenge, FL 33610 Job Truss Truss Type Oty Ply TI 1724619 504770-PSLP-PIOLUNEK EJ8 Jack -Open 2 1 Job Reference (optional) Tibbetts Lumber, 8.120 s Jun 222017 MiTek Industries, Inc. Mon Jul 31 13:54:49 2017 Pagel ID:OMGHgVGe6ryE1 YuEMmJmnYyIZ4F-OeZwDwIF3EMfDY933YW6y5zbkcaxW u0i1 FGoVNysX64 -1-0-0 2-4.0 3-e-0 6.4.0 r 1-0-0 2-4.0 1-4.0 2-8.0 ax4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL in poc) Well L/d TOLL 20.0 Plate Grip DOL 1.25 TO 0.23 Vert(LL) 0.29 7-8 >261 240 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.37 7-8 >204 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(Q -0.02 5 We n/a BCDL 10.0 Code FBC2014/TPI2007 Matnx-AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP Na2 BOT CHORD WEBS 20 SP No.2 REACTIONS. (lb/size) 5=70/Mechanical, 2=290/0-7-10, 6=157/Mechanical Max Herz 2=173(LC 12) Max Uplift 5=-76(LO 12), 2=164(LC 12). 6=-54(LC 12) Max Grav 5=79(LC 17), 2=290(LC 1), 6=159(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. WEBS 3-8=-180/280 PLATES MT20 GRIP 244/190 Scale =1:17.8 Weight: 25 lb FT=20% Structural wood sheathing directly applied Rigid ceiling directly applied. MiTek recommends that Slablllzers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opst; h=15f ; B=45fC L=2411; eave=oft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exarior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-4-0, Exterior(2) 2-4-0 to 3-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 alive load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 5, 6 except Qt=lb) 2=164. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheelrock be applied directly -to the bottom chord. O WARNWG.Vedrydeslgnpammefersand READ NOTES ON TNLSANOWCLUOEGMREKREFERANCEPAGEMI7473mx. 14O3P1015eEFORE USE DedM v011d for use oNywlih INrek6connectors. lNsde im h based ONyupon POramete , Nwwn.Ond 15 far On rdflAt ud l uldng component, not ��- a tnmsystem. Before use, lne build no deSI9ner muss Verify the appilcab911y, of desgn parameters oral properly hcomomfe 9%design Into tine overdl bWdng deSIgn.aacIglrvJkNed IS to Prevent WOlAlng of lndlvolual huasweb and/or chord members only. Addlfonal temporary and permanent bracBxl MiTek' - hdwaysrecaYredforNciUfty dtowr nlcdlcpsewllhpos$Uepersond Wuryandpropedyd age. forgenerd gddanceu,.dnglhO fabdcalkxt ifomge. delivery, erection and bracing of tnrssesonal truesWems SeeANSI/m11 Quality Criteria, DSB-89 and SCSI BuIlding Component 69M Parke Eau BNd. safely INomnxan avdiable from Tr More Imlilute. 218 N. lee Street. Wte 31Z Alexandra. VA22314. To", FL 33810 Job Truss Truss Type Ory Ply T71724620 504770-PSLP-PIOLUNEK EJ61 Jack -Open 1 1 Job Reference optional) Tibbetts Lumber, 3x4 = 8.120 sJun222017 MiTek Industries, Inc. Mon Jul 3113:54:442017 Pagel ID:OMGHgVGe6ryE1YuEMmJmnYyIZ4F-3h11ACh6EhjM7mG5C _wxF1 Gerbx8rdwztzZl gAysX69 5-10-8 5.10-8 s— a1 8 r Scale=1:19.3 LOADING (pst) SPACING- 210-0 CS'. DEFL. in Qoc) Udell Ud PLATES GRIP TOLL 20.0 Plate GOP DOL .25 TC 0.63 Vert(LL) 0.10 3-6 >676 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.14 3-6 >514 180 BCLL 0.0 ' Rep Stress met YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight 191b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 DOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 1=215/Mechanlcal, 2=143/Mechanical, 3=72fMechanlcal Max Horz 1=156(LC 12) Max Uplift 1=-62(LC 12), 2=-141(LC 12), 3=-2(LC 12) Max Grav 1=215(LC 17), 2=161(LC 17). 3=103(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid calling directly applied. MiTek recommends that Slabllizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation cutcle. NOTES- 1) Wind: ASCE 7-10; Vu11=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15R; B=45U; L=241% eave=oft; Cal. II; Exp C; Encl., GCpI=0.18; MW FRS (directional) and C-C Exlerior(2) 0-0-0 to 3-0-0. Interior(1) 3-0-0 to 5-9-12 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 1001b uplift at joint(s) 1, 3 except iftdb) 2=141. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. Q WARNING- Vedtyddgnpemmetersend READNOTESONTMa ANDWCLUDWMREKREFERANCEPAGEMb74M.m.. 1605R015BEFOREUSE Design valid for use only vA85 Mirelas connectors. INs deslgl b bosad odyupon pmametersshown, antl bfor on kldvicual WVdin t component, not a trams loan. Before use, the IaNc&g designer must verify Ina aplxicab611y of design parameters antl propedy Incorporate this des%m Into the overdl "cuvdeslgn.lkwhglndUatetlbtowevenlWGW[WofkldUuolhussweb /mcl dmembmoNy.Adc9tlondtemporaryantlposmanenibrachg MiTek' b Iwaysregisdl for stobllity cad to prevent coriapsewllh P=ibta pe—nd Inkxy and Poway darmxle. For goners guWancere dna the faWUolbn. storage, delivery, erection and brackrg of Buses and lnrss syslems seeA 91711 Quality Cllferla, D5849 and BCal BulWing Component W04 Parke Eosl BNd. Safely lydormatlon ovnllobie from Truss Rate lnttlture. 218 N. Lee Streel. SuBe 31Z Alexandria. VA MI4. Terryo, FL 33610 Job Truss Truss Type Oty, Ply T11724621 504770-PSLP-PIOLUNEK EJ62 Jack -Open 1 1 Job Reference (optional) _ Tibbetts Lumber, 8.120 s Jun 222017 MiTek Industries, Inc. Mon Jul 31 13:54.45 2017 4x6 d Scale =1 d9.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate GripDOL 1.25 TO 0.90 Vert(LL) 0.08 3-5 >830 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.14 3-5 >497 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 4 n/a We BCDL 10.0 Code FBC2014/TPI2007 Matdx-AS Weight 241b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.2 REACTIONS. (lb/size) 3=493/Mechanlcal, 4=227/Mechanical, 5=761Mechanlcal Max Harz 3=173(LC 12) Max Uplift 3=-l95(LC 12), 4=-188(LC 12). 5_ l (LC 12) Max Grav 3-493(LC 1). 4=239(LC 17). 5=98(LC 3) FORCES. (Ib) - Max. CompJMax Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-3=-261/271, 2-3_ 270/185 Structural mod sheathing directly applied, except end verticals Rigid telling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft, L=241h eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) 0-1-12 to 2-11-7, Interior(1) 0-1-12 to 5-9-12 zone; cantilever left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of muss to bearing plate capable of withstanding 100lb uplift at joint(s) 5 except Qt=lb) 3=195, 4=188. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 14" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Q WARNNG. Vodlydesfgnperemete and READN07ES ON MISANOIN6LODWO KREFERANCEPAGEMb74nmre 1WAi2015EEFORE USE Design valid for use only wlh MlleM connectors. lNsdegan bbaud oNyupon palametersshown, and is for an NOMdual buldI g component, not atom system. before rae, the bw1tlktg designer must verify the appkabily of deslrvn Parameters and properly Incorporate fhb design Into the overall b8tlln9deslgn. &a glMkatedbtoprevenibuckllrgoflMNldualimssweba /orchordmembelsoNy. Mcillona temporaryandpeimonenlbiacbg MITek• ISNwayiklmst edfa ellveryaM tonand bracing ff Pcrdlepersate P seeMSpropedy darnaDer F,DSR49 and aCSI uElding Quxllfre fabttalbrr. erection oM bracing of /IPIt Criteria, D38-0g and BC51 Bu0d4g Component 6904 Parke Eno Blvd. 18 N. teeS reef. Sstems . Ale VA223 sNeN INdrmabon avdloble nom Truss Plate Institute. 210 N.lee Street. SWIe 312 Alexand4q VA22314. allage, apabIq, Tenpa. FL 33610 Job Truss Truss Type Oty Ply - T11724622 504770-PSLP-PIOLUNEK EJ63 Jack -Open 1 1 - Job Reference (oob )net) Rbbetts Lumber, 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Jul 31 13:54:46 2017 Page 1 I D:OMGHg VGe6ryE 1 YuEMrnlmnYyIZ4F.?3tobuj MmJ_4M4GUOPzPKSLzLPg W JXOGLH28u3ysX67 4-11.0 5-10.8 4-11-0 0.11-a Scale = 1:19.1 Sx6 i LOADING (psi) TOLL 20.0 TOOL 7.0 BCLL D.D ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.69 BC 0.28 WB D.00 Mairix-AS DEFL in Vert(L-) 0.04 Vert(TL) -0.09 Horz(TL) 0.01 floc) Wall Ud 3-5 >999 240 3-5 >737 180 4 n/a n/a PLATES GRIP MT20 2441190 MT20HS 187/143 Weight 29lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directy applied. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=581/Mechanlcal,4=422/Mechanlcal,5=61M1echanical Max Horz 3=184(LC 12) Max Uplift 3= 235(LC 12), 4-292(LC 12) Max Grav 3=581(LC 1), 4=422(LC 1).5=94(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-3— 328/340, 23=-385/300 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDLS.Opsf; h=15ft', B=45ft; L=2411; eave=oft; Cat II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Extedor(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-0-12 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 3=235, 4=292. 8) This truss design requires that a minimum of 7/1W structural wood sheathing be applied directly to the top chord and Y¢" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical pumn representation does not depict the size or the orientatton of the pudin along the top and/or bottom chord. WARNING. Vedfydestgn PMametemmdBEAONOTESOMMN ANDWCLUDMUM KBEFEBANCEPAGEMP74Tlrev. 10=2015BEFOREUSE Designv Id form ordy Wfh MDel conneclm. itdsdedgnb basedonly Won Parametersshown, and is form Indltdrral Witang component,not �� a Duns systeme bW . Before use. thldrg designer must vedfy Ifs oppllcocinyof desgn poramefem and propedy Incorporate lhb design Into the overall buddrgdedgn.&whglntllcafedblopteventWcklkgoftMlvlduolin> bond/orchadMOMb MoNy. AdaBflonaltempararyandpermanentbrachu MiTek' h always reaJretl fa sfabluyolM to prevent coliapsewiih postmie persond hlury and popeM dmnage. FOrgenemlet aFegarcIgthe fabdcatim storage, delivery, erecflon and lxaclrg of fnmesand 0uss rMems. seeANSIAPH Quality CMeda, DS049 and Bear Bulking Component 6904 Parke East Blvd. solely Information ovmable fiom ➢uss Rate Bn1tMe. 218 N. lea Steel. S lle 31Z Plexarc4da. VA 22314. Teapa, FL 33610 Job Truss Truss Type Oty Ply T11724623 504770-PSLP-PIOLUNEK EJ64 Monopitch Girder 1 1 Job Reference (optional) ribbetts Lumber, B.120 s Jun 22 2017 MiTek Industries, Inc. Mon Jul 31 13:54:46 2017 Page 1 ID:OMGHgVGe6ryElYuEMmJmnYy24F-?3tobujMmJ 4M4000PzPKSLzVPaYJXOGLH28u3ysX67 6-6-14 6-6-14 I 2.4 II 2.4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Wait Ud TOLL 20.0 Plate Grip DOL 1.25 TC 0.68 Ved(LL) -0.17 3-5 >441 240 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.28 3-5 >274 180 BCLL 0.0 ' Rep Stress [nor NO WB 0.00 Hoa(TL) 0.01 3 Na n/a BCDL 10.0 Code FBC2014rFP12007 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 - TOP CHORD BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 1=786/0-7-10, 3=91810-3-8 Max Herz 1=172(LC 8) Max Uplift 1=-298(LC 8), 3=-451(LC 8) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. Scale =1:23.6 PLATES GRIP MT20 2441190 Weight: 311b FT=20% Structural wood sheathing directly applied orb-0-0 oc puffins, except end verticals. Rigid calling directly appl led or 7-1-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psl; BCDL=5.OpsF, h=15fl; B=45ft; L=24ft; eave=4ft; Cat. II; Eery C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for alive load of 20.0psi on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will lit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 1001b uplift atjoint(s) except Qt=lb) 1=298, 3-451. 5) Use USP JUS24 (With 10d nails Into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starling at 2-11-12 from the left end to 4-11-12 to connect truss(es) to front face of bottom chord. 6) FIII all nail holes where hanger is in contact with lumber. 7) 'NAILED' indicates 3-1 Od (0.148°x3°) or 3-12d (0.148°x3.25') toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front IF) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-54, 1-3=-20 Concentrated Loads (Ib) Vert: 5-195(F) 6-473(F) 7= 561IF) QWARNING-Vadlydesf0np...t..dR"DMO SONMSANDWCLUDEDMNEKNEFERANCEYAGEM 7419rov. 10N 0159EFONEUSE DesIgn void for use oNy with Mff-W corv»cior. INsdedgr 6 based onlyupcn parameters shown and Is for on hdlAdual Wdoing cornponont. rwf a frs system. Before use. line Wlldng designer must ve0y the oppllcabrlry of dedgn parameter aW properly Incorporate Ksk design Into Itta overall bu4dfrxlde9gn BracinglrKocale toprevenf Wcl0BxlofkrdNMd Buawebond/orcWdmemberoNy. Adr9flonaltemporaywdpernarwntbra:ing MiTek' en9e9 raanlgd Cl sBcue0rtlegnggCompon hpo and tP yemms eandpoperydBaymCangteed, ar«, DSg9ent btion,V rage, eliveely, andfioban andof witta,zes fabrication, V 6e04 Pork. EusBNd. Wely Informallon aadfrom imNote Vrlhio, 218 N. Lee Street suite 312 Plexcndft VA214. Tarrya,F. 33810 Job Truss Truss Type Gry Ply T11724624 604770-PSLP-PIOLUMEK EJ65. Monopitch 7 1 Job Reference o tional I IDeaus LUMDer, 8.120sJun222017MIlexlnausuies,mc. Mon JU13113:a-.4/2U1/ 2x4 II 3 3x4 cc 2x4 11 Scale=1:23.0 6-6-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.11 4-7 >675 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.19 4-7 >404 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a SCDL 10.0 Code FBC2014fFP12007 Matrix -AS Weight: 27lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 4=234/03-8, 2=296/0-7-10 Max Horz 2=213(LC 12) Max Uplift 4=-150(LC 12), 2=-150(LC 12) Max Grav 4=257(LC 17), 2=296(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 3-4=-177/289 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=151t;, B=4511; 11=24111; eave=oft Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exlerlor(2) -1-0-0 to 2-0.0, Intedor(1) 2-0-0 to 6-5-2 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle M-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) except (jt=1b) 4=150, 2=150. 5) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. QWARNING- VerflydWgnparameremend READ NOTES ON TRISANDMCLUOEDMNEKRERERANCEPAGEM MT mv. IM,,t,,511F REUSE Design wild foruse odyWffi MRed,connaclom lNsdasignk based oNyupon parameters shows, orW hform halviduol bu9tlllgcomportent.not a tnas system. Before use, Itte building dedgner must vedfy the app4k:ab9ltyof design parameters and properly klcorporate t%design Info the overall bloigdeslgn.&achtg lrxlkwtetl6fo prevent buckliltg oflMNWual Oussweb arxi/or clardmembers oNy. Addinortalfemporarymtlpennanordbc,Ing MiTek' b sways req�fretl br 51ab01ryarM to prevent collapse wlllt Posdble Persanal NhxY orb popedy tlmnoge. Forgeneral guldonae regardpg the (abk:alkM storage, tlelNery, ereclim antl backg of Innsesantl INss systems seeANSlyiPll 9uNiy Cdfeda, DSB-69 antl BCS Buxding Component 6904 Parke East BNd. Safety INormalion available from Truss Plate kutltute, 218 N. Lee Street - Sire 312. Alexandria. VA 22314. Tampa, FL 3M10 Job Truss Truss Type Cry Ply T11724625 504770-PSLP-PIOLUNEK EJ71 Jack -Open 1 1 Job Reference (optional) ribbetts Lumber 3x4 = 8.120 a Jun 222017 MiTek Industries, Ino. Mon Ju13113:54:482017 Pagel I D:OMGHgVGe6ryE1 YuEMmJmnYyfZ4F-yS?YOakclwEocOasVq?tCtRGACGOnRVZobxEzxysx65 7-0-0 7-0-0' Scale=1:22.9 Plate Offsets MY)— f1:0-1-00-0-01 LOADING (psp SPACING- 2-0-0 CSI. DEFL in (roc) Wall L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.66 Vert(LL) 0.18 3-6 >475 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.27 3-6 >312 180 BOLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 221b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 1=257/0-7-10, 2=173/Mechanical, 3=84/Mechanical Max Harz 1=186(LC 12) Max Uplift 1=-75(LC 12), 2=-170(LC 12) Max Grav 1=257(LC 17), 2=194(LC 17), 3=123(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Stmctural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation outdo. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDi BCDL=5.Opsf; h=15ft; B=45ft1 L=24ft', eave=ift; Cat. II; Exp C; Encl., GCpl-0.18; MW FRS (directional) and C-C Extedor(2) 0-0-0 to 3-0-0, Interior(l) 3-0-0 to 6-11-4 zone; cantilever left and fight exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 1001b uplift at joint(s) 1 except gt=lb) 2=170. 6) This Imss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and la" gypsum sheetrock be applied directly to the bottom chord. Q WARNPIG-Ver/lydas/gnparemef..dREADNOTES ON THIS AND WCLUOEDMIr5KREFERANLEYAGEM67Vn.a.. 1"11M58E 0REUSE Design veld foruseoilywlih MBekDConnectors.INS dedgn G basedoilyupon parametersshown, and Is loran IndlN d buildingcomponent, no, a truss system. Before use. Ifa buNUlrp designer must vediy the appllcablilly of deskn porameters antl rxoperly hcorporde, ItJs design Into the overall bWQmgtlssign. sating lMkofed lS to Molting ofkWNidud truaweborW/or chord members only, AOGliordimporaryandlxeanmanlbraclixl MiTek' prevent Bdwats sforaforellvetymWbpeventcoll�of pandl sysf HrPAY andproperty!IIy g-: ForgeneraldRCSI Bekftng rnthe storage, tlilable erection and bn ing CMeda, DSB4t9 and aC5l Bullding Component a904Parke3 M0 218N.s eShooLsystemssA marmll VA22y Safely Information available from iirm Rafe InsliNte. 218 N.IDe SIme1.5Wte 312 AlexoixKkL VA22314. WaryInfor Tanpo, FL 33610 Truss Truss Oy Ply T11724626 FJob 0SLPPOL 2 1 Job Reference (optional) Tibbetts Lumber, 8.120 s Jun 222017 MiTek Industries, Inc. Mon Jul3113:54:492017 Pagel I D:OMGHgVGe6ryE 1 YuEMmJmnYyIZ4F-OeZwDwIF3EMfDY933Y W 6y5zaOcZhW uni l FGoV NysX64 -10 t-0-0 2-40 6-0-0 1-oo 1-0.50 1-40 4-0-0 Scale=1:17.8 3x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/TPI2007 CSI. TC 0.28 BC 0.89 WB 0.02 Matrix -MP DEFL in Vert(I-Q 0.18 Vert(TL) -0.34 Horz(TL) -0.08 (too) Well Ud 6-7 >420 240 6-7 >222 180 5 n/a n/a PLATES GRIP MT20 2441190 Weight: 231b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or6-0-0 oc bracing. WEBS 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation aulde. REACTIONS. (Ib/slze) 5=106/Mechanlcal, 2=29110-7-10, 6=122/Mechanlcal Max Harz 2=173(LC 32) Max Uplift 5= 115(LC 8), 2=-174(LC 8), 6=-17(LC 8) Max Grav 5=120(LC 13), 2=308(LC 36). 6=142(LC 3) FORCES. (Ib) - Max. Comp -Max- Ten. -All forces 250 (lb) or less except when shown. WEBS 3-8-3081196 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=5.Opsf, h=15ft; B=45ft; L=241f, eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pst bottom chord live load wriconcunent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 6 except Qt=lb) 5=115, 2=174. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 160 Ib down and 53lb up at 1-0-0 on lop chord, and 33Ib down and 121b up at 1-0-0 on bottom chord. The deslgn/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 CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-3=-54, 3-4=-54, 4-5— 54, 6-9=-20 Concentrated Loads (lb) Vert: 8-1 (B) ,&WARNING-VadydinfgeyammeUsMe dRE4DN0TES ON TNISANDWCLUDEDMd KNEFERANCEPAGEM 74MJ . 1bD3R015BEFONEUSE Design vdid form only with MireMconnectors. Tins design is based oNyaran parameters shown and Is for an Indlvldual bu9Wrg component, not a foss system. Before use, the Wising designer must vent' the applicability of design parameters and properly hcomorale thisdesign Into the overall baroingdeslgn. BrachgBWlcatedlstopreventWcMIWoflrMNldualinmwebard/orchordmembersoNy. Addftlorwltemporaryantlpelmanenllxacing MiTek' B alwaysrequired for stabNy, and to prevent coops with posdble pananG hlW and MOMry damage. For general 9udar0e reCKNdou the fabrk:arbn. storare ge, delivery, erection and s bracing of basses and toss systems. SeeANSIfg`II Quality Crllerla, DS&89 and BCSI Building Camponenl 6904 P.W. Eest BMd. Safety INormallon avmable from Nm More Institute. 218 N. lee Streel. sure 312. Nexandna, VA MIA. Tempo. FL 33610 Job Truss Truss Type ON Ply T11724627 504770-PSLP-PIOLUNEK G01 Common 1 1 Job Reference (oolionall Tibbetts Lumber LOADING (pso TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 3x4 = 4.6.0 SPACING- 2-0-0 CSI. Plate Grip DOL 1.25 TO 0.45 Lumber DOL 1.25 BC 0.35 Rep Stress Incr YES WB 0.06 Code FBC2014/TPI2007 Matrix -AS REACTIONS. (Ib/size) 2=387/0-7-10, 4=387/0-7-10 Max Harz 2=102(LC 11) Max Uplift 2=-406(LC 12), 4=.406(LC 12) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-440/882, 3-4=-440/882 BOT CHORD 2-6=-635/348, 4-6=-635/348 WEBS 3-6=-497/206 4.5 = 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Jul 31 13:54:50 2017 Page 1 yEIYUEMmJmnYyIZ4F-ur6JRGmtgXUWrikFdF1 LVI W i401 LFLYrGVOLlgysX63 3x4 = DEFL. in (fee) Udell Ud PLATES Vert(L-) 0.05 6-12 >999 240 MT20 Vert(TL) 0.04 6-12 >999 180 Horz(TL) -0.01 4 n/a r1/a Weight 35lb Scale = 1:20.2 GRIP 244/190 Frm20% BRACING- TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MJTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.OpsF h=15f ; B=451t; L=2411; save=41t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intedor(l) 2-0-0 to 4-6-0, Exterlor(2) 4-6-0 to 7-6-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and (areas & MWFRS for reactions shown; Lumber DOL=1.60 plate grip D0L=1.60 - 3) This truss has been designed fora 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100lb uplift at joint(s) except ljtdb) 2=406, 4=406. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 14" gypsum sheelrock be applied directly to the bottom chord. Q WARNWO-Vodrydes/Sn Pa+anrareaend0EAD NOTES ON TN/9ANOWCLUOE0MnEKREFERANCE PAGE M&7473Mz 10WUnISBEFOREUSE valltl for Use only vAlh MiTek® connectors. 7Nsdeskxl h based only Won paaneters shown and Is form hxllvldual butting component, not Nil' a Inns system. Before um, the bWkAng desloner must verily Ins,oppticabBllyo(deslgn parameters and properly incomorale thh design Into the overall istopreventbucklhgofMlvdualirusswebord/orchadmemb moNy. AONikxallempaayontlpermanenlbracNg MiTek" buDaMngdesl0n. &achnghd ate halways required for stablltiy end to prevent collapse Win possible personal hnb+y and properly damage. For generd guidance regadrg ita fabicolkxt storage, delivery, erection and bracing of Imssesontl Imasystemz seeAN51/IPII Auallly Criteria, DSB-69 and SCSI &sSdIng Component 69N Parke East Blvd. Solely Information avdlable from Try Rate Institute. 218 N. We Street. SLlte 312. Alexandria. VA 22314. Tanpa, FL 33610 Job Truss Truss Type Gty Ply T71724628 504770-PSLP-PIOLUNEK G02 Hip Girder 1 1 Job Reference (,ph .. 1 Tibbetts Lumber, 2 Special 415 = u.izu saunee zuv mue6 mausmes, mc. man out it 1J:aeloi cui Special NAILED 4x5 — 15 4 _.. _ 20 = Special Special Nq = Scale=1:20.5 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (too) I/defl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.25 Vert(LL) 0.03 7-8 >999 240 MT20 2441190 TCDL 7.0 Lumber BOIL 1.25 BC 0.18 Vert(TL) -0.02 7-8 >999 180 BOLL 0.0 ' Rep Stress ]nor NO WB 0.03 Ho¢(TL) -0.01 5 nfa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 35 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.2 REACTIONS. (ib/size) 2=457/0-7-10, 5=457/0-7-10 Max Ho¢ 2=74(LC 7) Max Uplift 2=-509(LC 8), 5=-509(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. .-All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-650/693, 3-4= 561/658, 4-5=-650/693 BOT CHORD 2-8=-601/551, 7-8=610/561, 5-7=-600/551 Structural wood sheathing directly applied or 6-0-0 oc pur ins Rigid ceiling directly applied or 7-6-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL--1.2psf; BCDL=5.Opsf; h=15ft1 B=15ft; L=24fi; eavellft Cal. II; Exp C; Encl., GCpl=0.18; MIN FRS (directional); cantilever left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except fit=lb) 2=509, 5=509. 7) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidllnes. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 Ib down and 2101b up at 3-0-0, and 2001b down and 2101b up at 6-0-0 on top chord, and 491b down and 44 Its up at 3-0-0. and 49 Ib down and 441b up at 5-11-4 on bottom chord. The tlesign/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 boss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Incraase=1.25, Plate Increase=125 Uniform Loads (plf) Vert 1-3=-54, 3-4=-54, 4.6=.54, 9-12=-20 Concentrated Loads (lb) Vert: 3=-24(F) 4= 24(F) 8= 33(F) 7= 33(F) 15= 11(F) 16= 15(F) Q WARNING. wrilydasfgaparaareferaaud READ NOTES ON TNISANOMCLOOEOMREKREFERANCEPAGEW74"-- 1hDYL015BEFOREGSE Deslgn volld fortlse only with Mrokleconnectom. lrbd xtk u k bosetl only upon paamelem drown. antl Is for on Indiv alual burding component. not a tons system. Before use, the bWlcling designer must verify fhe oppllcab0ltyof design parameters ord properly incorporate tlds design hto the overall WdW design. ,,chglydbaletl a to prevent MCMIng ofk ,,eso firsswab ono/or chord members only. Additional temaMOVY ord permanent bracing MiTek' Raiways regtiretlfa siabiliryatd to pevenicdlapse wBh pos911e personyi hDal'ad properly dancge. Forgeneralgudonceregaalrgihe fobdcaflon. storage, delivery, erection and bradrg offtuses and 8uasptems, s ANSVVJI Quality cdletia, DS849 and Bat Building Component 69M Parke East BNd. Safety INormaflon avdlable from Trout, Rate Imume, 218 N. Lee street, Site 31Z AJexadtla. VA22314. Tntrya, FL 33610 o russ russ ype ry ' T11]24628 509]TO-PSLP-PIOLUNEK FU2 Diagonal Hlp GhOer 2 i Job Reference (oplibnaq I ICUana 4aa ear IDAMGHgVGe6ryEtYuEMmJmnYyfZ4F-ZpwEE57CTy3fg3Gh(KGG�Cyt7H7c04cF0icmcAys�/S4 2x4 = LOADING (psi) SPACING- 2-0-0 CSL DEFL. in goc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TO 0.40 Vert(LL) 0.00 7 >999 240 TCDL 7.0 Lumber DOL 125 BC 0.07 Vert(TL) -0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matdx-MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=10/Mechanical, 2=166/0-10-7, 4= 1/Mechanical Max Horz 2=66(LC 12) Max Uplift 3_ 6(LC 9), 2=-183(LC 12), 4=-1(LC 1) Max Gmv 3=13(LC 17), 2=166(LC 1), 4=26(LC 12) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-146/510 scale =1:6.9 PLATES GRIP MT20 244/190 Weight: 7lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-4-4 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst; BCDL=5.Opsf; h=1511; B=45ft L=241t1 eave=4f1; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C COmer(3) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6lb uplift at joint 3, 183 lb uplift at joint 2 and 1 lb uplift at joint 4. O WARN/NO-Verfydes/gnparemetemanOREAO NOTES ON THiSANDINCLUDED M1TEKREPE1VINGEPAGEM&747f MV- i6N300f56EFOREUSE Dedgt valid for use only With MRek® connecdom rni design b based only upon parameters shown. and 6 for of WMdual Wooing component, fat a tnas system. More use,the bulllrg designer muss verify the appllocUlty of deagt Manneters and properly h rporafe Ihia design Into the over!" bugdrxldeslgn. HachfgindkatedistoptevenlbuclUingofinjlvfdualtnmweb and/or chord members only. Add111aaltemporaryantlpermarenibracNg MiTek' is always reached for stability and to prevent coilopse With poWbie personel boy arxl properly damoce. Fot general gHtlmce regarinU the fabrication storage. dellvery, erection and brachrg of tnntes and toss systems. s:eA SIIVl l Huariry Criteria, DSB49 arM BCSI gWGing Component 6904 Parke East SKaL Safety lloanafion avdiab"e from Tnas Pate lnsfitule, 218 N. lee Steel. Suite 312 N,aandda. VA 22314. Tefrye, FL 33610 Truss Type Ply T11724630 rob 770-P�PIOLUNEK��Diagonal Hip Girder 2 2 1 Job Reference (optionap Tibbetts Lumber, 8.120 s Jun 222017 MiTek Industries. ]no- Mon Jul 31 13:54:52 2017 Scale: 1'=1' 4-2-3 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.21 Vert(L-) 0.03 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber COL 1.25 BC 0.21 Ven(TL) -0.03 4-7 >999 160 BOLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBO2014/TP12007 Matrix -MP Weight 15110 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purge. BOT CHORD 20 SP No.2 - BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Slablllzer Installation guide. REACTIONS. (lb/size) 3=90/Mechanical, 2=23710-10-7, 4=47/Mechanical Max Horz 2=119(LC21) Max Uplift 3=-88(LC 8). 2=-261(LC 8). 4— 60(LC 5) Max Grav 3=94(LC 25). 2=237(LC 1), 4=72(LC 3) FORCES. (Ib) - Max. CompJMax Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.0psf; h=15ft; B=45fh L=24Pt eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beadng plate capable of withstanding 100lb uplift at joint(s),3.4 except Qt=lb) 2=261. 6) "NAILED" Indicates 3-10d (0.148"x3") or 2-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Uve (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (Ib) Vert: 9=7(F=4, B=4) O WARNDIG- Vadrydesignparamelersand RE41) NOTES ON TNISANDINCLUDED MNEKREFERANCEPAGEMb7473as. 100YC015aEFORE USE Design valid for use oNy WHin MBeM connectors. TNt design b boscd orly upon parameters shown. and Is for an ndMWal buBdlrg comPorsenL not ��- a fiusssyslem. Before use. lhoMtlrcli g designer must vedfy the cpo1cab0ty of design parametersand! properly Incorporate this design Info the overall "dirgdedgn. Ww glndlcafedkloptevenlbucldlrgofirtlNl Wnweba /orchWdmembOmOdy. Ada9tlorraltemporaryandpermanentbraGrg MiTek' Is always requred for slabllitycincl to prevent collcgxe with po diae persona to" and p operly darnage. for gersetal9Wdance regmdirg Ilse fabrkatbnstorage.delNeW.ereclloncndbf=[WofU sandkusssystemsse SI/IPIIOuaBfy Cdtodo,DSB-39and BCSIBuBNng Component 69M Parke East Bad. Salary hdormellon availoNe nom Truss Plate Wtltule, 218 N. lee Street. Sate 31% Alecandda VA W314. Tampa, FL 33610 Job Truss Truss Type Oly Ply T11724631 504770-PSLP-PIOLUNEK HJ5 Diagonal Hip Girder 2 1 Job Reference o tional Tibbetts Lumber, 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Jul 31 13:54:53 2017 Page 1 ID:OMGHgVGe6ryE 1 YuEMmJmnYyIZ4F-IOoR3Hol6Ss4i9TglNb26x8HoD5rShblysE?OW60 -1-5-0 3-8-10 7-0-2 1 t1-5-0 1 3-8-10 1 3-" Scale=1:18.2 2x4 = 3x4 = 6 3-8-10 33-P LOADING (psf) SPACING- 2-0-0 C51. DEFL In Qoc) Utlefl Utl PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.17 Vert(LL) -0.01 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 125 BC 0.17 VertCTL) -0.02 7-10 >999 160 BCLL 0.0 ' Rep Stress Incr NO WB 0.10 Horz(TL) 0.00 6 Na n/a BCDL 10.0 Code FBC2014/TPI20D7 Matrix -MP Weight: 301b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4SPNo.2 BOTCHORD WEBS 2x4 SP No.2 REACTIONS (Ib/size) 4=70/Mechanical, 2=340/0-10-7, 6=191/Mechanical Max Horz 2=173(LC 8) Max Uplift 4=-68(LC 8), 2=-214(LC 8), 6=-67(LC 8) Max Great 4=70(LC 1), 2=355(LC 25), 6=211(LC 25) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-496/103 BOTCHORD 2-7=-184/423, 6-7=-184/423 WEBS 3-6= 4601200 Structural wood sheathing directly applied or 6-0-0 oc puffins Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf; h=15ft1 B=45ft; L=24fF, eave--411; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This Imss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to Voss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 4, 6 except Qt=lb) 2=214. 6) 'NAILED' Indicates 3-1 Old (0.148'x3°) or 2-12d (0.148'x3.25') toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the Russ are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead ♦ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=54, 5.8= 20 Concentrated Loads (lb) Vert: 12=-2(F=-1, B=-1)13=7(F=4, B=4) 14= 16(F=-e, B—e) AWARNNG- VedfxdeLgnpest torsenJREIONOTESONMISMONCLUDEDMREKRUNCEPAGEARI-74"wr 14=2015EEFOREUSE My with Mffe coaaectoss. TNsdeslgn bbasetl orgyupon pmameters mown.andbfor on Individual buUding componcnf.rot OF a f=system. Before use, the building designer must verify fhe apollcabBily of design parameterserd properly incorporate Ihb tleslgn Into the overall buldingdesign.gracing lrxicaled is to prevent d cWN oflndNldual lmssweb and/or chord members oNy. AdBtlondfempororyondpennonentbracing MiTek' b aWays reguiredfor stability and to prevent collgxe with Possbe penonal bpny aid pmPerly damage. For general gukku regaU9ng the fabicafiom storage. delivery. erecBon and brackg of noses and truss systems seeANsl/IPII GuaBly Werra, DS"9 arW Best Building Component 0" Parke Eosl BNd. solely InformaBon available from Truss Rate Institute. 218 N. lee street, suite 312 Nexardrla. VA 22314. Taepe. FL 33610 Truss Truss Type Oy Ply T11724632 rJob 4770-PSLP-PIOLUNEK HJ6 Diagonal Hip Girder 1 1 Job Reference optional Tibbetts Lumber, 8.120 s Jun 222017 MiTak Industries. Inc. Mon Jul 31 13:54:54 2017 ID:OMGHgVGe6ryE1 5 NAILED NAILED NAILED 3x4 2t4 = NAILED Scale = 1:21.1 4-4-1 3-10-15 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Well Ud PLATES GRIP TOLL 20.0 Plate GOP DOL 1.25 TC 0.38 VORILL) -0.02 1-10 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 Sc 0.33 Ved(fL) -0.04 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.19 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 351b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MlTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 4=147/Mechanlcal, 2=408/0-10-7, 6=305/Mechanlcal Max Horz 2=196(LC 8) Max Uplift 4= 153(LC 8), 2=242(LC 8). 6= 90(LC 8) Max Grav 4=147(LC 1), 2=425(LC 25), 6=324(LC 25) FORCES. (lb) - Max. Comp:/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-682/189 BOT CHORD 2-7=-281/592, 6-7=-281/592 WEBS 3-6=641/305 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF BCDL=S.Opsf; h=1511; B=45ft; L=240; eave=411; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a I Iva load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 6 except Qt=lb) 4=153, 2=242. 6) "NAILED' Indicates 3-1 Od (0.148°x3°) or 2-12d (0.148°x3.25°) los-nails per NDS guidllnes. 7) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (B). LOAD CASE($) Standard 1) Dead + Roof Uve (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plp Vert: 1-4_ 54, 5-8=.20 Concentrated Loads (lb) Veil: 7=-16(F=-8, B=-8) 3=-2(F= 1, B-1) 12=-99(F=-49, 8=49) 13=7(F=4, B=4) 14=-67(F=-34, B=-34) Job Truss Truss Type DivPly T11724633 604770-PSLP-PIOLUNEK HJ7 Diagonal Hip Girder 4 1 Job Reference o Tonal Tibbetts Lumber, 8.120 s Jun 222017 MiTek Industries, Inc. Mon Jul 31 13:54:55 2017 2x4 = 2 N4 II 6 NAILED NAILED NAILED 3x4 = Scale=1:22.2 5.1-9 14-8-7 LOADING-(psf) SPACING- 2-0-0 CS. DEFL. in late) Wall Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.43 Vert(LL) -0.03 7-10 >999 240 MT20 2441190 TOOL 7.0 Lumber DOL 1.25 BC 0.40 Ved(TL) -0.07 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WE 0.35 Horz(TL) 0.01 6 Na Na BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 421b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4SPNo.2 BOTCHORD WEBS 2x4 SP No.2 REACTIONS. (lb/size) 4=125/Mechanlcal, 2=485/0-10-7, 6=346/Mechanical Max Herz 2=226(LC 8) Max Uplift 4=-127(LC 8), 2=-273(LC 8), 6= 130(LC 8) Max Grav 4=125(LC 1), 2=504(LC 25), 6=363(LC 25) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-858/265 BOTCHORD 2-7=3771753, 6-7-377/753 WEBS 3-7=0/269, 3-6=-813/406 Structural wood sheathing directly applied or 6-0-0 oc purlins Rigld calling directly applied or 9-6-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation Guide. NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psC BCDL=5.Opsf; h=151F B=45ft L=241h eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MIN FRS (directional); cantilever left and night exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a calling and is not Intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 36-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 1001b uplift at joint(s) except p1b) 4=127, 2=273, 6=130. 7)'NAILED" indicates 3-1 Od (0.148"x3") or 2.12d (0. 1 48"x3.25') toe-nalls per NDS guldlines. 8) 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) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-4=-54, 5-8= 20 Concentrated Loads(Ib) Vert: 12=-2(F=-1, B=-1) 13=-82(F=-41, B= 41) 14=7(F=4, B=4) 15=-16(F= 8, B= 8) 16=63(F_ 31, B=31) O WAFNMO-Vedydesignpnremetersend NEAONOTES ON THIS AND INCLUDED Im1FKNEPPAANCEPAGEMO7479mV. 1MUIRe15eEFOAE USE Design vdid for use ody wllh MITeeti tonne tfors. lNs design h based orny upon parametersstwwn. and b for on hWlvldual bWtling component, not ��- a foss system. Before rae, the bulldog designer must very the appllcabiliy of design paametersa nd! properly Incorporate thisdesign Info Me overall bNdrgdesgn. Bracing lrblcatetlhtoprevent buckling oflndividualInxis band/or chord members only. Acidllonallemp c"mdpermanenibrodrg MiTek' aretopreventcollapse wish posnd persond L$seoMpliQUdamoBer For and scat Rre bolwaysn. Temp Parke furegadrg stordfa SB49 Salxlcafbn storage, delivery, lobAefetecllun and Ixackg of 18 N. Le S Imasysfemt . Alexandra VA 223 criteria, DSB-0e and BCTI BUBdng Component Safety Information avmobe flan Tn>s Nate W1IIute. 218 N. Lee 6M1eet.9xte 312 AlexarMBa. VA22314. 336Eas16Ntl. Tempe, FL 33610 Job Truss Truss Type Qty Ply T11724634 504770-PSLP-PIOLUNEK Vol Valley 2 1 - Job Reference (optional Tibbetts Lumber, 8.120 a Jun 222017 MiTek Industries, Inc. Mon Jul 31 13:54:56 2017 Pagel ID:QMGHgVGe6ryEtYuEMmJmnYyfZ4F-j7UahJgePNEIZdBPzW BlkZmeUR4of2ukegTlEUysX5z 2x4 11 2 3 2x4 G 2x4 11 Scale=1:18.6 LOADING (pst) SPACING- 2-0-0 CSI. DEFL, in (loc) Udall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(FL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hoa(fL) 0.00 nla n/a BCDL 10.0 Code FBC2014/rPI2007 Matrix-P Weight 211b FT=20% LUMBER- BRACING - TOP CHORD 2X4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOTCHORD REACTIONS. (lb/size) 1=193/5-11-8, 3=193/5-11-8 Max Horz 1=140(LC 12) Max Uplift 1=-57(LC 12), 3=-127(LC 12) Max Grav 1=194(LC 17), 3=212(LC 17) FORCES. (lb) - Max. Coal Ten. -All forces 250 01b) or less except when shown. TOP CHORD 2-3=-160/315 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid telling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsi; h=15f; B=45tt; L=24ft; eave=4ff; Cal. II; Exp C; Encl., GCpl=0.18: MWFRS (directional) and C-C Extedor(2) 0-7-9 to 3-7-9. Interlor(1) 3-7-9 to 5-10-4 zone; cantilever left and right exposed;C-C for membels and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except Qt=lb) 3=127. Q WARNWG-Vadly E4i15npn'dmel.a dREADNORS ON TNISANDINCLUDEDMn-EKREFERANCEP4GEMQ74n.re. 10D 015BEFORE USE Design wild for use only with Mgekb connectors. Pntsdesign Is bused only upon rxxometersshown. and B form hdMWd bu9tling component not a fnrz system. Before use. Iho building dasflrer must vedfy the applicability of desgn p0mmetersand proPedy incorporate this design Into the overall bulloingdesign. UacNgOstllcatedbbprevenlbucklVgollndlvitludhusswebaW/actwrtlmembersonty. A 11onaltemporoymdpornmentbrac9ng MiTek' Is always readred for stability and to prevent arllapsa wdh possib:e persorb`tlay and properly damage. Fa generd guldance renadig the fabrkatlort storage, delivery, erection and bracing of Imaes and Mm systems seeANSUT 11 Qua9ty Criteria, NS49 and aC51 Bullclna Component 6904 Parke East BNC. Safety Idonnallon ovdlable Ban Try Rate InatiMe. 218 N. lee Street, sulte31Z Mexontlda, VA 22314. TaWa, FL 33610 Job Tmss Truss Type Gty Ply TI 1724635 504770-PSLP-PIOLUNEK V02 Valley 2 1 Job Reference o Banal I moeus wmuer, g d B.12u s Jun 222Ul7MI l ek IndUSIReS, ine. Mon JI1I 31 13:54:5b 2ul f rages I D:OMGHgVGe6ryE 1 YuEMmJmnYytZ4F.j?UahlgePNE2dBPzW 8lk7mm8R8Gf2ukegTfEUysx5z 2x4 i 2x4 II 2 3 Scale = 1:12.8 LOADING (psf) SPACING- 2-&0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(L-) n/a - rVa 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HongTL) 0.00 Na We BCOL 10.0 Code FBC2014/rP12007 Matrix-P Weight: 141b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD REACTIONS. Qb/size) 1=119/3-11-8, 3=119/3-11-8 Max Horz 1=87(LC 12) Max Uplift 1— 35(LC 12), 3= 79(LC 12) Max Grav 1=120(LC 17), 3=131(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (ib) or less except when shown. Structural wood sheathing directly applied or4-0-0 oc pudlns, except end verticals. - Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation Guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL.4.2psl; BCDL=S.Opsh h=15ft; B=451t; L=24fl; eave=411; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exlerlor(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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This buss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 1, 3. Q wARNMG- yedly Eesrgnparemetmand READ N07PSON 7109ANDINCLUDFD MREKREFERANCERAGEM6742a mv. 10 15 BEFORE USE Design vayd for use OnlYWth Mgek®connecton. iNsdesign h lased only upon paameters shown. antl Is for on kxllvldupl Wilding component, not a I=system. Before use, the b lldlrxl designer must verify the applicab9lty, ofdesign pasamelers and properly Incorporate ir4sdesktn Into the overall IxNmrxfdedgn. Dachrghxlic WiStopreveniWCNIr ofh4Mumhussweband/orchordmemb m". AtlditbrnitemporaryantlpermarentbraGrg MiTeke lsahvaysregWedfa dabery,eTe topreven possde BCrweANlgope ge. Forgenerand JIMrcereng Cornfire raciiapsowith storage, delivery, erection alai lxacUq of sssyst tt Quality Cdteda, DSB-99 and SCSI Balding Component and reef. 6904 Parke East BNtl. sable Infon safety INormollon avdlabe ham Tnm Plate Institute. 218 N.lee Street. Slle a12 Alexargd¢ VA22314. 18 N. sale 31 AJexaW VA223 Terrya, FL 33610 Truss Truss Type Oy Ply T11724636 rob 770-PSLP-PIOLUNEK V03 Valley 2 i Job Reference o bonal I mueuS Lu111VeF. 6 2x4 G o. IeU E aun ce cO v ry ,in4. IV rVVI ID:OMGHgVGe6ryE1 YuEMr JmnYyfZ4F-BBlyvfrGAhMWBmmbXDi_HnJ7ggV90VBUUCDmwysX5y j 3 LOADING (pst) SPACING- 2-0-0 CSI. DEFL In (loc) Mail Ud TOLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n1a - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a We BCDL 10.0 Code FBC2014/TP12007 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOTCHORD REACTIONS. (lb/Size) 1=45/1-11-8,3=45/1-11-8 Max Horz 1=33(LC 12) Max Uplift 1=-13(LC 12), 3_ 30(LC 12) Max Grow 1=45(LC 17), 3=50(LC 17) FORCES. (Ib) - Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. Scale =1:7.8 PLATES GRIP MT20 244/190 Weight: 6lb FT=20% Structural wood sheathing directly applied or 2-0-0 oc puffins, except end verticals. Rigid cell Ing directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=451t; L--24ft; eave=4ft; Cat. II; Exp C; Encl.. GCpl=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed;C-C for members and tomes & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Wit fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 1, 3. AWANNWG-Vedfydes/gnpnmmetemeadRE DNOMS ON THS AND MCLUDMMm KHFPEHANCEPAGEMP7473ray..f0N 16BEFOREUSE. Design valld foruse Orly with Mrred) covlectm. lhatl oo h based only upon parameters shown and 6 for M MvIdual building componenl, not a Inns system. Before use. the dEltliW designer must verity the applicob0ltyordesign parameters and properly Incorporate ihk design Into irte overall bu0<8rlgdeslgn. BrmhglMbatedbtoprevenlWcYJlrgoilnalvkd tl webarW/ochodmemb moNy. AEdtiorwltemporayondpermarenfbracing MiTek' fr always regWretl fa slablllNand to prevent co0cg>se Wilh possmle pelsorxA YlAaY aril propery damage. FogenerdglidasrareocxclwD fabdcotWm staage,delivery- erection and bracing of tlussesand tnm systems seoANSI/mll Quality Mora, DSe419 and BC$1 Building Component ONPft East Blvd. Safety Information avdlobie from Tnas Rate MMO, 218 N. lee Sseei. Site 312. NexarWda, VA 22314. Tolrya, FL 3361 D Job Truss Tmss Type T11724637 604770-PSLP-PIOLUNEK VO4 Valley �1 C7Ply ' � Job Reference o Banal Tibbetts Lumber, 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Jul 31 4x5 = 7 62x4 I 3x6 II 3u4 = Scale=1:26.2 a-10-D LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Ven(LL) 0.02 5 ndr 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Ven(TL) 0.03 5 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) -0.00 6 IVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight: 471b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4SPNo.2 WEBS 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 8=22318-10-0. 6=223/8-10-0, 7=318/8-10-0 Max Horz 8=-199(LC 10) Max Uplift 8=-259(LC 12), 6=-259(LC 12), 7=26(LC 9) Max Gmv 8=223(LC 21). 6=249(LC 18), 7=374(LC 17) FORCES. Qb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-8=-191/447, 4-6— 217/394 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing - be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=151t B=45ft; L=24fk eave=411; Cat. II; Exit C; Encl., GCpi=0.18; MW FRS (directional) and C-C ExtedOT(2) -1-1 -0 to 1-11-0, Inlerior(1) 1-11-0 to 4-5-0, Exterior(2) 4-5-0 to 7-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This Iruss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This tmss'has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 7 except QI=1b) 8=259, 6=259. QWARNWG-Vaxfrydestgnpexemetent.nCRUDNOTESONMN MDWCLUDEDNREKRUF NCEPAGEN674".m..iDN32016BEFOREUSE Design valid for use only wllh MITeM connectors. this tleslgn h based only upon parameters shown antl Is for an n1vidual bulling component, rat a truss; system. Before use. the bWdirg designer must verily Ine applkabtlty ofdeslgn parameters and property Incorporate this design Into the overall bicIgdeslgn. Bracha[rWlcatedhtopreventbuctlingollndNWual weband/orchordmembersoNy. Adr811onal temporary and pelmareni bracing MiTek' Is oMoys reWred fa stability and to Weveni collapse with possible personal" antl property Aanage. For general guidance segackng the mtxlcafion. storage, delivery, erection and bmcig of tnrs55 and lnrss systems. seeANSI/TPI I Ouallty Crtlerta, DS849 and SCSI Suturing Component 004 Parke East BNd. Safety INormaton avatable flan Tnas Rate Institute. 218 N. Lee Shrel. Suite 312, Nexandda. VA22314, Taupe. FL 33610 Job Truss Truss Type Oly Ply T11724638 504770-PSLP-PIOLUNEK VOS Valley 1 1 Job Reference (options]) Tibbetts Lumber, 8.120 s Jun 22 2017 MiTek Industries, Inc. Mon Jul 31 13:64:58 2017 Page 1 ID:OMGHgVGe6ryE1YUEMmJmnYyIZ4F-fNbK6?SUX?UNowLn5xBDp t5AEoL7yal 58ymIMysX5x 4-5-0 8-10-0 a-77-0 440 4-5-0 4-5-0 I 7q-0 45 = Scale = 1:20.8 I6 d 8 axe II 20 II axe II LOADING (pat) SPACING- 2-0-0 CSL DEFL. In (loc) Udell Ud To'. 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.01 7 rdr 120 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Ved(TL) 0.01 7 n/r 120 BCLL 0.0 ' Rep Stress [nor YES WB 0.05 Hoa(TL) -0.00 6 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 1-6-0, Right 2x4 SP No.2 1-6-0 REACTIONS. (Ib/size) 2=387/8-10-0, 6=387/8-10-0, 8=-3/8-10-0 Max Horz 2=-102(LO 10) Max Uplift 2=-375(LC 12), 6=-375(LC 12), 8=-3(LC 1) Max Grew 2=387(LC 1), 6=387(LC 1). 8=279(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4— 446/694, 4-6=-446/694 BOT CHORD 2-8=-443/308, 6-8= 443/308 WEBS 4-8= 384/222 PLATES GRIP MT20 244/190 Weight: 40 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purms. BOT CHORD Rigid telling directly applied or 8-10-12 oc bracing., NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft; B=451t; L=24ft; eave--lft,, Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterlor(2) -1-1-0 to 1-11-0, Interlor(1) 1-11-0 to 4-5-0, Exterlor(2) 4-5-0 to 7-5-0 zone; cantilever left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle M-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100lb uplift at joint(s) 8 except 0t=1b) 2=375, 6=375. Q WARNWO-Vedfyd4Ngnparmneters.ed NEAONOTE50MT ISANDINCLUDWMNEKREFEMNCEPAGEM67413me 1dD3 SBFFORE USE Design Valk) for use oNytNm tvlllek®cronneclors.lNstles10n5Uosed oNy upon poranelersshown aMls for on hdlNdualbWWt9 component.rot �r L a tnm system. Beforo use. the bWldng tlesgner must ve4N the appllcob�IN of design paranetersarxf properly Incoryorafe ihk design Info ine overall bAdng deslgn.Wa;Yxl lntlbatetlbbpevenf bucNing oftrMMtlual lmsweb anti/or thortl members oNy. Atldlional lemppory and permanent bracing MiTek' b dwaysregWred for staWlN and to prevenlcdlgse vAlh posmle persona LllAY and property tlancge. ra general gr9Wrce regordarg the tabncatbn. dorage, delivery, erecibn and bracing o! trusses arrcl Inns systems seeAN51/rPll AudIN Criteria, D564t9 and aC51 Building Componenl Q" Perk, E.M Blvd. solelyInlormaxon avmade from Tim Nate NsBMe. 218 N. Lee Street Sidle 312 NexarW4¢ VA22314. Terry., FL 3X10 504770-PSLP-PIOLUNEK IV06 6.00 12 5 1 4 0 2' Ply 1 8.120 s JI gVGe6ryE1YUEMrr 12 axs = 7 6 4 &4 II 20 8 3 T11724639 Scale = 1:14.8 .g e LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeil Ud PLATES GRIP TCLL 20.0 PIa[e Grip DOL 1.25 TC 0.29 Vert(LL) Na - Na 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(TL) Na - Na 999 BCLL 0.0 ' Rep Stress Incr YES W B 0.04 Horz(TL) 0.00 3 Na Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight: 25lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 1=125f7-11-0,3=125/7-11-0,4=249l7-11-0 Max Horz 1---62(LC 10) Max Uplift 1=-79(LC 12). 3=-79(LC 12), 4=-79(LC 12) Max Grav 1=125(LC 1), 3=128(LC 18), 4=249(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlms. BOT CHORD Rigid ceiling directlyapplied or 10.0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDLd.Opsf; h=15f; B.451t; L=24fh, eave=4f; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exledor(2) 0-7.9 to 3-7-9, Interior(1) 3-7-9 to 4-0-0, Extedor(2) 4-0-0 to 7-0-0 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This tmss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. QWARNNG-Vetly Eeslgnparamet.rs dREAONOTESOMMISANOPICLUOEOA KREFEMNCEPAGEUM17Mmv.tOD]ROISBEFOREUSE De=gn votedforusee Mflaingcomponent,ver us,th tooldnadesbnors.lhis verily tbbmotlat1uponixnamefers=fovntandroperoffcowrt a truss system. Before use, the buldVig designer must verily the apglcab0lNof tle=gn paromefers arxl Properly hcoryorate ihb tleslgn Into iMe overall balding de=grt &ac4rg lndbatetlbio prevent bucitlirg of¢gMdual lnmweD mid/a ctwrd members oNY• Atlditloral temporary mM permmfent bracing MiTek' - b Wvays regttlied fa atobAeryarM topeveni cdlcpsewilh possmle persor� h)iny orxl gopeM tlmnoge. Fa perferal guktafce regardng the faMtansornaoroge.deeblefrrrnIt=PlatehGng o218N.santllmsSMlems s. DSB-B9aM aC5l fiuAding Component VA 6904.. Nexanrpll MCAfeUa. Safety INormalion avmade ¢an irla5 Plate Im11Me. 218 N.lee Sheol. Silte 312 AleFantlrm VA22314. Tenge, FL 33810 FLrke 33610 19 Job Truss Truss Type Cry Ply T11724640 504770-PSLP-PIOLUNEK V07 Valley r i I Job Reference (optional) Tibbetts Lumber, a B 0 2x4 G B.IZU s Jun ZZ ZU1 / MI I eK Inouslees, Inc. Mon Jul 31 13:54:59 2017 Page 1 I D:()OGHgVGe6ryE1 YuEMmJmnYyfZ4F-7Zgi KLtW ilcEO4w_eeiSMCOKoe9TsPdAKohKroysX5w 3x4 = 2 2x4 C Scale =1:7.7 a b 0 LOADING (pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.07 BC 0.09 WB 0.00 Matrix-P DEFL Vet(LL) Ved(TL) HOrz(LL) In n/a n/a 0.00 (loc) Vdetl Ud - n/a 999 - n/a 999 3 n1a n/a PLATES GRIP MT20 2441190 Weight: 101b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=101/3-11-0, 3=101/3-11-0 Max Harz 1=-26(LC 10) Max Uplift 1=-48(LC 12), 3_ 48(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCD1_=5.0psh h=1511; B--1511; L=241t;'eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and tortes & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Gable requires continuous bottom chord beating. 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 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at )olnt(s)1, 3. QwARNwa. Vedlydealgopsio.ter .d REAO NOTES ON TNISANOWCLUDEOMITEKNEFENANCEPAGEM67413mv. 1W0.Y10156EFONEUSE Design valid for use oNy Wth MlTeltmcomiectors. ThIsdeggn IsUasetl oNy uPma Parameters shown, mot B form bdMal bukdrg component. net ��- a truss system. Before use. Ing s Wicli designer must verily the oW icab9lty oldeslgn Parameters anal Properly Dxcomorafe ltxe design Into the overall 7 bukdlrxg Aedgn. Bracing Dxgcaletl 6 to prevenlbucW]WoflndMduollr "bend/orchwdmembersoNy. AtltLllonallemporaryantlpermonentbraring MiTek' Bdw ,.ciaired fm stobNry and to prevent collapse with posONe personal hyay mxi Properly danage. For general gaidonee mamdug the fablk;albR storage, dery w.mecff n and bracing of busses and trus system; seeAN51/TPII Quality Criteria, DSB49 orti SCSI Betiding Component 69D4 Parke Easy Bled. Safety Information available noun Tnss Rate Institute. 218 N. Lee Street, site 3IZ Alexandllm VA U314.. Tempo, FL 33610 4f ." 2 Job Truss, Truss Type Ply T71724641 5 4770-PSLP-PIOLUNEK V 8 Valley 1 1 Job Reference (optional) I Ibbells LUmDer, MIZU 5JUn ZZZUI/ MIIeK InaUStrle6, Inc. MOOJUI J115:bb:UUZU1/ rages ID:OM6HgVGe6ryE1YuEMmJmnYyIZ4F-bmj5Xgt8Tck52EVACLDhvPxTf2U1 brhKZSRtNFysXSv 2x4 II 3 2x4 G 2x4 51 42x4 It LOADING (pat) SPACING- 2-DO CS'_ DEFL. In (100) Udeil Ud TCLL 20.0 Plate Gnp DOL 1 95 TC 0.25 Vert(LL) Na - Na 999' TCDL 7.0 Lumber DOL 1.25 BC 0.13 Ven(TL) Na - Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Hoa(TL) 0.00 Na Na BCDL 10.0 Code FBC2014/TP12007 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOTCHORD OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 1=89f7-11-8, 4=111/7-it-8, 5=33517-11-8 Max Harz 1=194(LC 12) Max Uplift 4=-73(LC 12). 5= 220(LC 12) Max Grav 1=89(LC 1), 4=122(LC 17). 5=367(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 Qbj or less except when shown. TOPCHORD 1-2=-300/131 WEBS 2-5=-277/434 Scale =1:26A PLATES GRIP MT20 244/190 Weight: 311b FT=20% Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=151t; B=45f; L=24ft; eave=4fh Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exledor(2) 0-7-9 to 3-7-9. Interior(1) 3-7-9 to 7-10-4 zone; cantilever left and right exposed;C-C for members and forces & MNFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 5=220. Q WARNING. ver/tydeeenpu otemendREAO NOTES ON THISAND INCLUDED MREKREFERANCEPAGEMIP7473 rev. IATM4015BEFORE USE Design valid for Use ONywllh hlllel(OConnectors. ftdalIM 5based only upon cOnarefers shown, anal Is (Oran htlividuai Wiltling component. not ��- a ItOA.sfem. Before use, tine WlkBng designer muJt edfy the appllcab0lfyofdedgn parameters aril properly Incolporare his design Into the overall caf1cl gdedgn. 0ac41glrxltated5foprevenibuckllrgoflMNklurilnlsweband/orcMralmembersonty. Aaltlitiorgllemporaryandpermarrenibracing MOW haiways required for slabAlly, and to prevent collapse with possmie pers Inlay and goneMdamage. Fa general8�alurOe regartfug lire fabdcailon stol delNery, eractlon and txacing of lrs and innsayslems weANSI71P11 Quality Crileria, DSB-69 and Bat RuMing Component 6904 Perk. E.sl Blvd. Solely Intmmafion available Rom Russ Plate Institute. 218 N. Lee Sheet. Slte 312. Alexan fla, VA2MI4. TenP., FL 33610