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HomeMy WebLinkAboutTRUSS PAPERWORKLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RECEIVED SCANNED 11IN 9, d ,n10 St Lucie County .-,: RE: 75934 -NOEL ADDITION Site Information: — Customer Info: GLAMA CONSTRUCTION, INC. Project Name: Lot/Block: Subdivision: Address: 12103 RIVERBEND ROAD City: PORT ST LOCIE State: FL MiTek USA, Inc. 6904 Parke East Blvd. NOEL ADDITIONTatnp0a. FeL33s10-4115 Name Address and License # of Structural Engineer of Record, If there is one,1�h�.bt1(Idjjng®!,N Name: License #: V11111111��r II Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/fP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 13 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# Truss Name Date 1 1 T16783901 I A 4115/19 2 I T16783902 I B 14/15/19 3 I T16783903 I B1 14/15/19 I 4 1 R 4/15/19 5T17894IGA 4/15/19 6 IT16783906JJ1 4/15/19 7 IT16783907IJ3 4/15/19 8 IT16783908IJ3A 4/15/19 9 IT16783909IJ5 4/15/19 110 IT16783910IJ5A 14/15/19 11 T16783911IJ7 14/15/19 12._ IT167839121KJ7 14/15/19 I 113 1T167839131V4 14/15/19 I The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2021. 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 ANSIrrPI 1, Chapter 2. FILE COPY :u uugr NSF �82 'ATE OF O R 11DDNM_ P C?��`• r111111t %I% PE No.68182 Tampa R 33610 April 15,2019 Velez, Joaquin I of 1 Job Truss Type Oty Ply NO EL ADDITIONT16783901 75934 TA Common 4 7 Jab Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Mon Apr 1514:02:19 2019 Page 1 W .A 40 = 3x4 = axe = 3x4 = Scale = 1:32.5 Io Plate Offsets (X Y)-- 12:0-0-4 Edgel (6:0-0-4 Edgel [8:0-4-0 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.07 8-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.17 8-11 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(CT) 0.02 6 Na n/a BCDL 10.0 .Code FBC2017/rP12014 MatAx-MS Wind(LL) 0.07 8-14 >999 240 Weight: 771b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=875/0-8-0, 6=875/0-8-0 Max Hom 2=-312(LC 10) Max Uplift 2=-698(LC 12), 6=-698(LC 12) Max Gmv 2=903(LC 17), 6=903(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. -All tomes 250 (go) or less except when shown. TOP CHORD 2-3=-1220/1238, 3-0=-976/1003, 4-5=-976/1003, 5-6=-1220/1238 BOT CHORD 2-8=-854/1207, 6-8=-916/1049 WEBS 4-8=-649/677, 5-8=-457/604,3-8=4156/605 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-6-8 oc bracing. NOTES- 1) Unbalanced root live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opst h=19ft; B=91ft; L=115N; eave=13ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-6-13 to 6-0-7, Interiar(1) 6-0-7 to 8-6-0, Extedar(2) 8-6-0 to 16-1-3, Interior(1) 16-1-3 to 18-6-13 zone;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 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 10016 uplift at joint(s) except Gt=lb) 2=698, 6-698. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904Parke East Blvd. Tampa FL 33610 Date: April 15,2019 Q WARNING - Verily Cesen parsmeterean4READNDTE50N MIS AND MCLUDEDAFMFKREFERANCEPAGEM0.747srme 141113Ga15BEFORE USE Design volld for use only with MBek® connectors. This design b based only upon parameters shown, and Is for an Individual building component, not ��' a buss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of lndMdual tnus web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek' fabrication storage. delivery, erection and bracing of trusses and muss systems saeANSVWI I QuaflN CMedo, OS549 and 1101 lidding Component 69M Parke East Blvd. Safety Infarmafbrma0able from Truss Plots Institute. 218 N. Lee sheet Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type OTy Ply NOEL ADDITION ' I T76783902 75939 B COMMON 6 1 _ _ Jab Reference (ppliona0 NICIIIUtl,J 11Y0>�111Y., rVll rltll , U.z4U a Ue0 0 ZU1d M11 eK In0U5me5, InC. Men Apr 15 14:UZ:2U ZUla w t I 4x4 = 3 ax4 = Scale=1:20.6 lg 4-0-0 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.15 Ven(LL) 0.01 6-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.02 6-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.07 HOIz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 331b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 SOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=470/0-8-0, 4=470/0-8-0 Max Horz 2=-192(LC 5) Max Uplift 2=-390(LC 12), 4=390(LC 6) Max Grav 2=706(LC 21), 4=706(LC 25) FORCES. (lb) -Max. Comp -/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-563/310, 3-4=-562/310 BOT CHORD 2.6— 134/434, 4-6=-134/434 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-" 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: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL--3.Opsf; h=19ft; B=91ft; L=115ff; eave=1311; Cat. II; Ella D; Open, GCpi=0.00; MWFRS (directional) and C-C Comer(3) zone;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 last bottom chard live load nonconcurrent with any other live loads. 4) ' This truss has been designed for alive load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 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 at=lb) 2=390, 4=390. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 15,201 s Job Truss Tess Type I OtY Ply NOELADDITION T76783903 75934 B1 COMMON 2 1 (oDtiena0 • Chambers Truss, Inc., Fort Pierce, FL e.Zws uea a Cula mneH mausines. Inc. Mon"rib l4:ue:zl ewu Scale = 1:17.8 4x4 = 2 3x4 = 3x4 4.0.0 8-0-0 ,In Plate Offsets (x Y)-. f1:0-2-0,Edge1 f3:0-2-0Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Ven(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.03 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 3 Na We BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 281b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP.No.3 REACTIONS. (lb/size) 1=360/0-8-0, 3=360/0-8-0 Max Harz 1=138(LC 9) 'Max Uplift 1=-273(LC 15). 3=-273(LC 15) Max Grav 1=505(LC 21), 3=505(LC 25) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-650/391, 2-3=-650/391 BOT CHORD 1-4=237/523, 3A--237/523 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=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=19ft; B=91ft; L=115ft; eave=l3h; Cat. II; Exp D; Open, GCpi=0.00; MW FRS (directional) and C-C Comer(3) zone;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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except 01=11o) 1=273. 3=273. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 15,2019 O WARNING. Vedfydeslgn pammefels end READ NOTES ON MIS AND INCLUDED MIrEKNEFENANCEPAGEMX7V7nrv. 1,2=015BEFONEUSE Design valid for use only with MRekg connectors. This design n based only upon parameters shown. antl Is for an Individual building component not a truss system. Before use, the building designer must verify the appllcoblity, of design parameters and properly Incorporate this design Into me overall building design. Bracing Indicated 6 to prevent bucking of Individual hussweb and/or chord members any. Additional temporary and permanent bracing Welk' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding file fabrication storage,delivery, erection and bracing of fosses and tniss systems. seeANSVWII Guaft Cmeda, OSB49 and SCSI Building Component 69M Parka East Blvd. Safety Informationcy Dlleble here Truss Plate Insill 218 N. Lee Sheet. Suite 312 Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply NOEL ADDITION ' T16783904 75934 G_RA Hip Girder 1 1 Job Reference (options[) Chambers I ass, Inc., Pon Pierce, FL 8.240 s Dec 6 2018 MiTek Industries. Inc. Mon Aor 1514:02:22 2019 Scale=1:33.0 7x8 MT18HS — 16 7x8 MT18HS — 3x8 4 uxo a axe — 3x8 C 3-9-4 7.0-0 10-0-0 13.2-12 17.0" 3-9-4 3.2-12 3-0-0 3-2-12 8-&4 Plate Offsets (X Y)— t2:0-2-9 0-1-81 I3:0-6-00-2-81 14:0-6-0 0-2-81 15:0-2-9 0-1-81 17:0-3-8 0-3-01 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.21 7-9 >970 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.18 9-12 >999 240 MT18HS 244/100 BCLL 0.0 ' Rep Stress Incr NO WB 0.35 Hoa(CT) -0.07 5 n/a rue BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 74111 FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1616/0-8-0, 5=1616/0-8-0 Max Holz 2=-266(LC 23) -Max Uplift 2=-2031(LC 8), 5=-2031(LC 8) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2771/3657, 3-4=-2421/3427, 4-5=-2775/3661 BOT CHORD 2-9=-3009/2384, 7-9=-3061/2418,.5-7=-3013/2387 WEBS 3-9=-1296/859,4-7=-1317/886 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-10-12 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=19ft; B=91ft; L=115ft; eave=13ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate gap DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 3 = 16% 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.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 100 lb uplift at joint(s) except Qt=lb) 2=2031, 5=2031. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 335 lb down and 263 lb up at 7-M, and 136 Ib down and 51 lb up at 8-6-0, and 335 lb down and 263111 up at 10-0-0 on top chord, and 595 Ito down and 1106 Ib up at 7-0-0, and 237 lb down and 425 lb up at 8-6-0, and 595 lb down and 1106 Ito up at 9-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-70, 3-4= 70, 4-6=-70, 10-13=-20 Concentrated Loads (III) Vert: 3=-28(B)4=-28(B) 9=-595(B)7=-595(B) 17= 237(B) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 15,2019 ,&WARNING -Verity designperametemaad READNO7ES ON MIS AND INCLUDED MNEKREFERANCE PAGE MLL74M.re.. flolk eBEFORE USE Design valid for use only with M7ek® connectors. tints design Is based only upon parameters shown. antl Is for an Individual bulltling component, not a truss system. Before use. Me building designer must verity Me applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stoblliN and to prevent collapse win possible personal Injury and property damage, For general guidance regarding Me fabrication, storage: delivery, erection and bracing of trusses and truss systems. meANSUIPR Quo1My Cmada, DSB49 and SCSI Building Component Safety Infamaallo c lbte from Truss Plate Institute. 218 N. We Steel, Suite 312, Alexandria. VA 22314. ��' MOW 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type City Ply NOEL ADDITION • T76783905 75934 GRB Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 62018 MiTek Industries, Inc. Man Apr 15 14:02:23 2019 Page 1 ID:AhPI?e7BXJBHSrG2uyW F2yX6uq-eAhbymfVVCuZ82MIUhzS5E7HA4rCRKSKCe6BXMSzOSD_ -1-6-0 3-&4 7-D-0 10.0-0 13-2-12 1Y0.0 1-6-0 3-&4 3-242 3-0-0 3-2-12 3-94 Scale: 3/8'=1' 7.8 MT18HS= 15 SAS MT1 BHS 3xB G 3xe 11 __ 6xtl — 4.8 - 3-9-4 7-0.0 10.0.0 13-2-12 17-0-0 3-9-4 &2-12 I &0-0 3-2-02 3.9-4 Plate Offsets (X Y)-- [2:0-2-9 0-1-8](3:0-6-0 0-2-81 14:0-4-12 0-2-41 I5:0-0-00-0-41 I6:0-3-8 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 0.76 Vert(-L) 0.21 6-8 >970 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 SC 0.62 Vert(CT) -0.19 6-11 >999 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr NO W B 0.35 Horz CT) -0.07 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 72 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SPNo.3 REACTIONS. (Ib/size) 5=1502/0-8-0, 2=1621/0-8-0 Max Holz 2=250(LC 7) Max Uplift 5=-1851(LC 8), 2=-2041(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2782/3676, 3-4=-2442/3467, 4-5= 2795/3700 BOT CHORD 2-8=-3118/2393, 6-8=-3170/2427, 5-6=-3145/2408 WEBS 3-8=-12881856, 4-6=1318/867 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc pur ins. BOT CHORD Rigid ceiling directly applied or3-9-12 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132ri TCDL=4.2psf; BCDL=3.Opsf; h=19(t; B=91 it; L=11Sit; eave=113111; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional); 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) The Fabrication Tolerance at joint 3 = 16 6) This truss has been designed for a 10.0 pet bottom chord live load nonconcu Front with any other live loads. 7) ' 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=1851,2=2041. 9) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 335 lb down and 263 lb up at 7-0-0, and 136 Ib down and 51 lb up at 8-6-0, and 335 lb down and 263 lb up at 10-0-0 on top chord, and 595 lb down and 1106 Ile up at 7-0-0, and 2371b down and 425 lb up at 8-6-0, and 595 lb down and 1106 lb up at 9-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as from (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=-70, 3-4=-70, 4-5=-70, 9-12=-20 Concentrated Loads (lb) Vert: 3= 28(F) 4=-28(F) 8=-595(F) 6=-595(F) 16=-237(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: April 15,2019 AWARNING-Verity designparmnl.,samIREADNOTES ONTHISANDINCLUDED MITEKHEFERANCEPAGEM6747SreeiN0.Y1015B£FOREUSE. Design valid for use only with Mirek® connectors. its design is based only upon parameters shown. and Is for an IntllNdual building component, not a truss system. Before are, the building designer must verify the appllcobility of design parameters and properly incorporate fhb design into line overall buildingdedgn. Bracing Indicated is to prevent buckling of individual trussweb cnd/or chord members only.Additional temporary and permanembrocing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding tine fabrication, storage. delivery, erection and bracing of truces and truss systems seeµ5VF I I Qualpy Criteria, OSO-89 antl BCSI Bull Component 6904 Parke East Bald. Safety mformationovoilable from Truss Plate Institute. 218 N. Lee Sheet Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Type City Ply NOEL ADDITIONT1678390fi TJACK-OPEN 75934 J1 8 1 Job Reference (optional) 0 .z4u s uea o mra mil ea mousmes, [no. Mon Apr lb 14:UC.ZJ zme rage i, ID:AhPi?e7BXJ8HSrGr2uyWF2yX6uq.eAhbymfWCUZ82MIUhz35E7HB4rJwKXICe6BXMSzOSD_ Scale =1:8.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Ven(LL) -0.00 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Ved(CT) 0.00 7 >999 240 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: 6lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3= 12M1echanical, 2=241/0-8-0, 4=-31/Mechanical Max Ho¢ 2=129(LC 12) Max Uplift 3=-12(LC 1).2=-357(LC 12), 4=-33(LC 17) 'Max Grav 3=44(LC 12), 2=265(LC 17), 4=82(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=19ft; B=91fq L=115tt; eave=13ft; Cat. II{ Exte D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) lone; porch 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 pet 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 Ib uplift at joint(s) 3, 4 except (jt=lb) 2=357. Joaquin Velez PE No.68182 Mi rek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FC 33610 Date: April 15,2019 ,&WARNING-Verilyde5r9aParametarsaad READ NOTES ON TNISAND INCLUDED MmfKREFERANCEPAGEMIF7473mv. IDAYI015BEFOREUSE. Design valid for use only with M6eI1N connectors. This design Is based only upon parameters snown, end Is for an IndNldual building component, not a truss system. Before use. Me building designer must verity the appllcobllity of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent bucNing of individual truss web and/or chord members only. Additlonol temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding me fabrication storage, delivery, erection and bracing of trusses and to w= systems, seeANSVIPII Quality CMedo; DS649 and SCSI Building Component 69M Parke East Blvd. Safety tnformalbnavallable from Truss Plate Institute. 218 N. Lee Sheet. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Dry Ply NOEL ADDITION T76783907 75934 J3 JACK -OPEN 7 1 Job Reference (Optional) Chambers Thus, Inc., Fort Pierce, FL 8.240 s Dec 6 2016 MiTek Industries, Inc. Mon Apr 15 14:02:24 2019 Page 1 ID:AhPI?e7BXJ8HSrGr2uyWF2yX6uq.6NF_96g8zBh?fVKhFgzKnKgMpFcg3 ?MsmxStuzOSCz Scale =1:13.3 3-0-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(L-) 0.02 4-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES W13 0.00 Hom(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 12 Ito FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (IWsize) 3=74/Mechanical,2=271/0-8-0,4=29/Mechanical Max Harz 2=204(LC 12) Max Uplift 3=-90(LC 12). 2=-369(LC 12), 4=-68(LC 9) Max Grav 3=89(LC 17), 2=271(LC 1), 4=50(LC 3) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directlyapplied or3-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=19ft; B=91ft; L=115ft; eave=13ft; Cat. II; E1p, D; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; porch 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 fora 10.0 psf bottom chord live load nonconcurrent with anyother live loads. 3) ' This truss has been designed for a live load of 201 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, 4 except Ot=lb) 2=369. Joaquin Velez PE No.68182 hi USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 15,2019 O WARNING -Vedrydesl9nprsmetersend READNONS ON TNISAND/NCLUD£DMNEKBEFEHANCEPAGEMIN09rev. 164X320r5BFFORE USE Design valid for use only with Mini connectors. Iris design Is based oNy upon parameters shown, and Is for an Individual building component not a fuss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall bulidingdesign. Bracing Indicated Ls to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M(Tek' Is always required for stability antl to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fabrication, storage, delivery, erection antl bracing of trusses antl truss systems seeANSVMI I Quality CrBorb, DSB-89 and BCSI Building Comaonrrnt 69M Parke East BNtl. SalNy Informalbtlavallable from Truss Plate Institute. 218 N. Lee Sheet, Suite 312. Alexand io, VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply NOEL ADDITION • T16783908 75934 J3A Jack -Open 1 1 Jab Reference o tlonal Chambers Truss, Inc., Fort Pierce, FL 8.240 a Dec 6 2018 MiTek Industries, Inc. Mon Apr 15 14:02:24 2019 Page 1 ID:AhP17e7BXJ8HSrG2uyW F2yX6uq.6NF_96g8zBh7fVKhFgzKnKgnI FcM3_7Ms=5tuzOSCz 3-0-0 3-0-0 Scale: 1'=1' 3x4 = LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Van(LL) -0.00 3-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.01 3-6 >999 240 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Hom(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.01 3-6 >999 240 Weight: 10 lb FT=20% LUMBER - TOP CHORD 2x4 SIR No.3 SOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 1=132/0-8-0, 2=88/Mechanical, 3=45/Mechanical Max Harz 1=112(LC 12) Max Uplift 1=-62(LC 12), 2=-102(LC 12), 3=-19(LC 12) Max Gmv 1=146(LC 17), 2=115(LC 17), 3=57(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 3-0-0 cc puffins. BOTCHORD Rigid ceiling directly applied or 10-0-0cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=19ft; B=91ft; L=115ft; eave=13ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) zone;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 girders) 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) 1, 3 except (jt=lb) 2=102. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Curt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 15,2019 Q WARNING- Verifydisi9nparanelersanCREADNOTE50N INS AND INCLUDED 111REKREFERANCEPAGEhm-]9]3rev. 164al BEFORE USE Design valid for use oNy with MaeM connectors. Tine design Is based only upon parameters shown and Is for an Individual building component, not ��- a toss system. Before use, the bullding designer must verity the cppllcablllty of tleslgn parameters and properly Incorporate tills design Into the overall buedingdesign. Bracing Indicated is to prevent buckling of hdMdual truss web and/or chord members only. Additional temporary and permanent brocing a always required for stcb0lty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricaflom storage, Ja Nery, creation and bracing of husses and truss systems. meANSVIPII CualMy Cellists, D5349 and BC51 Bidding Component Safelyma Infor0orle 3 ovollable from Truss Rote Institute, 218 N. Lee Street. Sul12 Alexandria, VA 22314. MiTek' 69N Parke East Bind. Tampa, FL 33610 Job Truss Truss Type Oty, Ply NOELADDITION ' T76783909 75934 JS JACK -OPEN 7 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 a Dec 6 2018 MiTek Industries, Inc. Mon Apr 15 14:02:25 2019 Page 1 ID:AhPl7e70XJ8HSrG2uyWF2yX6uq-aZpMNShmkVgsHMpOUZKYNa_fxgoRFV50gePLzOSCy Scale = 1:18.2 s-0.0 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.15 4-7 >400 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.05 4.7 >999 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) -0.00 3 r9a n/a BCDL 10.0 Code FBC2017/FP12014 Matdx-MP Weight: 181b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=143/Mechanical, 2=349/0-8-0, 4=62/Mechanical Max Hom 2=281(LC 12) Max Uplift 3=-182(LC 12), 2=-444(LC 12), 4=-124(LC 9) Max Grant 3=174(LC 17). 2=349(LC 1), 4=92(LC 3) FORCES. (lb)_ Max. CompJMax. Ten. -All tomes 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=19ft; B=91ft; L=115ft; eave=13ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch 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 (t=lb) 3=182,2=444,4=124. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 15,2019 Q WARNING-VeHlydes/yn PerameteraeeCREAD NOTES ON THISAND INCLUDED MITEKBEFENANCEPAGEMO.7073rev. IDIM1915BEFONEUSE Design valid for use only with Mnek® connectors. This design Is based only upon parameters shown and a for an Individual bustling component, not ��- a buss system. Before use, the budding designer must veafy the oppllcablllN of design parameters and properly Incorporate this design Into Me overall budding design.&aoing Indicated 6 to prevent bucaing of individual hum web and/or chord members only. Additional temporary and permanent bracing MiTek' It always required for staNity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the storage, delivery, erection and bracing of trusses and truss systems. seeANSVrPII Quo" Cdl�da, DSB-0e and BCSI Building Component fi9a4 Parke East Blvd.fobilcallon, Safely Infoimallorsavalloble from Truss Plate InstlMe. 218 N. Lee Street. Suite 312. Alexcndda VA 22314. Tampa, FL M610 Job Truss Truss Type Oty Ply NOELADDITION T167B3910 75934 J5A Jack -Open 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 6.240 s Dec 6 2018 MiTek Industries, Inc. Mon Apr 15 14:02:25 2019 Page 1 ID:AhPl7e7BXJ8HSrGY2uyWF2yX6uq.aZpMNShmkVgsHMpOUZKYNbBtyOoRFV50gePLzOSCy 5-0-0 5-0-0 Scale =1:18.4 3x4 = LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC0.40 Vert(CL) -0.02 3-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.06 3-6 >992 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matdx-MP Wlnd(LL) 0.08 3-6 >737 240 Weight: 16lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOTCHORD 2x4SPM30 REACTIONS. (lb/size) 1=222/0-8-0,2=151/Mechanical,3=71/Mechanical Max Horz 1=189(LC 12) Max Uplift 1= 105(LC 12), 2— 177(LC 12), 3=-25(LC 12) Max Gmv 1=246(LC 17), 2=198(LC 17), 3=96(LC 3) FORCES. (Ib) - Max. Comp/Max. Ten. - All tomes 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4..2psf; BCDL=3.Opsf; h=19ft; B=91ft; L=115ft; eave=13ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;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 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-" wide will fit between the bottom chord 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 1001b uplift at joint(s) 3 except (jt=lb) 1=105, 2=177. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33618 Date: April 15,2019 Job Truss Truss Type City Ply NOEL ADDITION • T76783911 75934 J7 JACK -OPEN 6 1 Job Reference (optional) n... ,,rw., run rierVC, FL B24D s Dec 6201E MiTek Industries, Inc. Mon Apr 1514:02:26 2019 3x8 i 6x8 = Scale = 1:23.7 Plate Offsets (X Y)— 12:0-2-9 0-1-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(ILL) 0.34 6-9 >241 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.13 6-9 >628 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.25 Horz(CT) -0.00 2 n/a Na BCDL 10.0 Code F13C2017/TPI2014 Matrix -MP Weight: 30 lb FT=20% LUMBER - TOP CHORD 2X4 SP M 30 BOTCHORD 2x4SPM31 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (Ib/size) 4=43/Mechanical, 2=434/0-8-0, 5=257/Mechanical Max Horz 2=357(LC 12) Max Uplift 4=-46(LC 12), 2=-533(LC 12), 5=-405(LC 12) Max Gray 4=77(LC 17), 2=434(LC 1), 5=257(LC 1) FORCES. (Ib) -Max CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-261/242 BOT CHORD 2-6=-603/268 WEBS 3-6=-379/853 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 7-6-8 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=19ft; B=91ft; L=115ft; eave=13ft; Cat. II; Exp D; Encl., GCpi=0.IS; MWFRS (directional) and C-C Exterior(2)-1-6-13 to 6-0-7. Interior(1) 6-0-7 to 6-11-4 zone; porch 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 1001b uplift at joint(s) 4 except (t=1b) 2=533, 5=405. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 15,2019 ®wARNWG-Vedy deslen parametersandREAD NOTES ON TNISAND INCLUDED MmEKREFERANCEPAGEMX74M.. 1"341015BEFORE USE. Design volld for use only with MRekO connectors. This design Is based only upon parameters shown, and is for an IndNldual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design.. Bracing indlccted is to prevent buckling of indlvidual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobrlcation. storage, delivery. erection and bracing of trusses and truss systems seeµSVrPIfQua' Cdbrlu,DSO-89 and BC3l Building Component Safety Infoenallonc able from Truss Plate Institute, 218 N. Lee Street Suite 312 Alexcntlrla VA 22314. MiTek' 6904 Parke. East Blvd. Tampa, FL 33610 Job Truss Truss Type Day Ply NOEL ADDITION � T16783912 75934 KJ7 DIAGONAL HIP GIRDER 4 1 Job Reference (optional) Onambers I runs, Inc., FOrt Pierce, FL LOADING (pso TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 LUMBER - TOP CHORD 2x4 Be M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 8.240 s Dec 6 2018 MiTek Industries, Inc. Mon Apr 1514:02:27 2019 Page 1 ID:AhPI?e7BXJBHSrG2uyW F2yX6uq-W yw6n71 F64aWz3GwpW 1 PZSr2Se6GG90Yk9lUDzQSCW -- NAILED NAILED NAILED SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 Scale=1:22.7 to , CSI. DEFL. in floc) I/dell Ud PLATES GRIP TC 0.31 Vart(LL) -0.09 7-10 >999 240 MT20 2441190 BC 0.38 Vert(CT) -0.10 7-10 >999 180 WB 0.36 Horz(CT) -0.01 5 n/a n/a Matrix -MS Weight: 4211d FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-10-13 oc bracing. REACTIONS. (lb/size) 4=127/Mechanical, 2=512/0-10-15, 5=386/Mechanical Max Horz 2=354(LC 24) Max Uplift 4=-151(LC 8), 2=-881(LC 8), 5=-653(LC 8) Max Grav 4=139(LC 28). 2=531(1-C 28). 5=386(LC 1) FORCES. ill - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-693/952 BOTCHORD 2-7=-1041/624,6-7=-1041/624 WEBS 3-7=-433/272, 3-6=-720/1203 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=19ft; B=91ft; L=115ft; eave=13ft; Cat. II; 6ry D; Encl., GCpi=0.18; MWFRS (directional); 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 nonconcurrerd with anyother 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 joints) except (it=lb) 4--151, 2=881, 5=653. 6) "NAILED" indicates 3-1 Did (0.148"x3') or2-12d (0. 1 48"x3.25') toe -nails per NOS 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 +Roof Live (balanced): Lumber Increase=1.25, Plate Incraase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 5-8=-20 - Concentrated Loads (Ib) Vert: 11=92(F=46, B=46) 13=-87(F=-44, 8=-44) 14=75(F=37, B=37) 15=-6(F=-3, B=-3) 16=-68(F=-34, B=-34) Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 15,2019 Q WABNNG-Veftdealgnparemefersand BEADNOMS ON TNNANDNCLUDEDMBEKBEFEBANCEPAGEM&7mmv. lG'OY1p15BEFOREUSE Design valid for use only wim MOeldaconnectors. This design Is based any upon parameters shown. and Is for an Individual bullding component, not a truss system. Before use, fine building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web end/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse y1ib possible personal injury and property damage. For general guidance regarding the fabrication, storage, delvery. erection and bracing of truces and truss systems. seeANSVIPIt Qua" Criteria. DS349 and 601 Building Component Safety lnformafbnovollable from Truss Plate lnsitut&218 N. Lee Street, Suite 312, Alexandria. VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oily Ply NOEL ADDITION ' T16783913 75934 V4 Valley 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Mon Apr 15 14:02:27 2019 SX6 = 2 3x4 i 3x4 Scale = 1 `:7.7 Plate Offsets (X,Y)— 12:0-3-0,Edpel LOADING (psf) SPACING- 2-0-0 GSI. DEFL. in (roc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(L-) n/a - n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) n/a - rVa 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 11 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=124/4-".3=124/4-0-0 Max Horz 1=-43(LC 10) Max Uplift 1=-86(LC 12), 3=86(LC 12) Max Gmv 1=127(LC 17), 3=127(LC 18) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsh h=19ft; B=91tt; L=1151t; eave=13h; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;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 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 Ib uplift at joint(s) 1, 3. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 15,2019 AWARNING -VerrrydesignparrowtenendREAD NOTES ONTNASAND INCLUGEOMREKREFERANCEPAGE M6747arev.1d=?015BEFORE USE Design valid for use only with Mnekg connectors. fie design Is accent only upon parameters shown, and is for an Individual building component not a Muss system. Before use. Me outland designer must verity Me applicability of design parameters and properly Incorporate tn6 design Into the overall building design. Bracing indicated is to prevent bucking of Individual trove web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fabrication, storage, delivery, erection and bracing of Musses and truss systems seeANSWII Quality Cdtedp. DS5459 and BCS1 luldhp Component 69M Parke East Blvd. Safety Infoenationovoiiabie from Truss Plate Insfltule. 218 N. Lee Street. Sidle 312, Alexandria, VA 22314. Tampa. FL 33610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 1 3 " Center plate on joint unless x y a offsets are Indicated. u6-4-8 dimensions shown In ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are In ft-In-sixteenths. I I Apply plates to both sides of truss 1 2 3 1. Additional stability bracing fortruss system, e.g. and fully embed teeth.. TOP CHORDS diagonal or X-bracing,is always required. See SCSI. 0 1/1 dr ci-z C2" 2. Truss bracing must be designed by an engineer. For WEBS o 4 uq wide truss spacing, Individual lateral braces themselves may require bracing, or alternative Tor I ca 3 bracing should be considered. U �1 O O 'y ay = 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. a U a2 4. Provide copies of this truss design to the building For 4 x 2bdentaTlon, locate c�a co- csa BOTTOM CHORDS designer, erection supervisor, property owner and all other Interested plates 0-1he' from outside 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 are regulated by ANSI/rPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from Plate location details available in M7ek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/rPI 1. software Or UPOn r6QUBSt. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 79%at time of fabrication. PLATE SIZE P APPROVALS for Is not d, 9, use with ICC-ES Reports: C-ES Reports: fire retardant, preservative vve treaten or green lumber. The first dimension Is the plate 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 10. Camber is a non-structural consideration and is the 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 are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and 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. in all respects, equal to or better than that specified. 13. Top chords must be sheathed or punins provided at output, Use T or I bracing spacing Indicated on design. If indicated. Lumber design values are in accordance with ANSIIrPI 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 MITekOe 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 an engineer. reaction section Indicates joint number where bearings occur. 17. Install and load vertically unless Indicated otherwise. Min size shown Is for crushing only. MINIM a 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards: project engineer before use. ANSI/TPI I : 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 DSB-89: Design Standard for Bracing. � a Is not sufficient. BCSI: Building Component Safety Information, M 20. Design assumes manufacture in accordance with Guide To Good Practice for Handling, (/ice ITV ANSVTPI 1 Quality criteria. Installing & Bracing of Metal Plate 1 + Connected Wood Trusses. MITek Engineering Reference Sheet: MII-7473 rev. 10/03/2015