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HomeMy WebLinkAboutTrussRE: ASHMERE - Site Information: Customer Info: K Hovnanian Homes Lot/Block: 56 Address: 5217 Armina Place,. City: Fort Pierce Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Project Name: WS0056 Model Subdivision: Waterstone State: FL MiTek USA, Inc. 6904 Parke East Blvd. Ashmere-ATampa, FL 33610-4115 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: FBC2017[TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 22 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. N-1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Seal# Truss Name Date 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, 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 ANSUTPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project speck information included is for Mi rek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO 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 ANSVTPI 1, Chapter 2. -•81111111-1 Waller P. Finn PE No.22839 Mfrek USA, Inc. Fl. Cert 6634 6904 Parke East BNB. Tampa Fl. 33610 Dale: February 28,2020 Finn, Walter I of 1 Job Truss Truss Type Ory Ply T19547145 ASHMERE CA Comer Jack x 10 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 08:48:02 2020 Page 1 ID:4GhaGgypKgFgB4NGMoMvhfygx2T-J5RrAmvAxCsORUAOIkZSDDgBy90KXi 12YfMihOzglXR 0.0 l 11302 � 2x4 = ST1.5x8 STP = Scale =1:6.5 Plate Offsets (X Y)-- (2:0-1-14 0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.17 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 5 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3--Mechanical, 2=0-8-0, 4--Mechanical Max Hom 2=34(LC 8) Max Uplift 3=-B(LC 1), 2=-83(LC 8) Max Grav 3=17(LC 8), 2=125(LC 1), 4=18(LC 3) FORCES. (lb) -Max. Comp.IMax. 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-" oo bracing. NOTES- (6) 1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) 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 2) This truss has been designed for a 10.0 pat bottom chord live load nonwircurrent 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 1001b uplift at joint(s) 3, 2. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Walter P. Fmn PE No12939 MTek USA, Inc. FL Calf 6634 8904Parke EntSN&TampaFL 33BIO Date: February 28,2020 AWARNING -VeNrydeUgnperamefenendRPADNOTES ONMISANDDICLUDPDNREKREFERANCEPAGEN6141arev,fDNYtOf5HEFOREUSE Design valid for use only wim MTekS connectors. The design b based only upon parameters shown and Is for an Individual building component, not a truss Went. Before use, me budding designer must verify Me appllccbdily of design parameters and property incorporate this design Into the overall buddlogdesign.&acing Indicated is to prevent buclg of Individual trussweb antl/or Word members only. Addlflonol temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse wim possible personal Inlun/ and propene damage. For general guidance regardIng the fabrlcadon storage. delivery. erection and bracing of trusses and host systems seeANgUlP11 Quality Cmeris, DS549 and 0CSI SuydNp Component 6904 Parke East BNd. Safrrty Infonnatbrwodoble from Truss Plate Institute, 218 N. We Sheet. Suite 312. Alexandria, VA 22314. Tampa. FL 33610 Job Truss Tess Type Oty Ply T79547146 ASHMERE CJ3 ComerJack I ' 10 1 Job Reference (optional) Bu9dere mrst source, 1•111m any, rL - Jzbbb, ozru s Iva x eucu mu ex n,uusnies, u.. n, reu co .m J 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Wall Ud TCLL 20.0 Plate Grip DOL 1.25 TIC0.25 Vert(LL) -0.00 24 >999 240 TCDL 7.0 Lumber DOL 1.25 SC 0.13 Vert(CT) -0.01 24 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a rda BCDL 10.0 Code FBC20171TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3--Mechanical. 2=0-8-0, 4--Mechanical Max Harz 2=68(LC 12) Max Uplift 3=-49(LC 12). 2=-88(LC 8) Max Grav 3=52(LC 1), 2=187(LC 1), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:10.8 PLATES GRIP MT20 2441190 Weight: 11 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0oc puffins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 2-0-0, Intedor(1) 2-0-0 to 2-11-4 zone; cantilever left and fight exposed :end vertical left and right exposed;C-C for members and tomes 8 MWFRS for reactions shaven; 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 10011b uplift at joint(s) 3, 2. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Walter P. Faun PE N031B39 MifekUSA Inc FL Cert66U 6904 Parke East Blvd. Tampa FL 33810 Dale: February 28,2020 Q WARNING- Ved/ydeelgnparemetersand READ NOTES ON TH SANUNCLUBED WEKBEFEBANCEPAGEUX7473 me 1,1=2015BEFONEUSE Design valid for use anlyw8h MRekW Connectors. This design B based only upon parameters shown, and Is for an IndNldual buliding component, not � a truss system. Before use, the building designer muss verify the opplicabuity of design parameters and properly Incorporate this design Into the overall bullding design. Racing Indicated a to prevent buclsing of lndMdual Muss web and/or chord members only. Addltlonal temporary and permanent bracing M!Tek' Is always required for noblily and to prevent collapse with poseble personal Injury and property damage. For general guidance regarding the fabrication, storage, delNery, erection and bracing of muses and thus systems seeANSVrPII CuaRv CrileM, DS549 and SCSI luldhsp Component 69M Parke East Bind. Safely mfonnatbmvallable from Tess Plate InsNute. 218 N. Lee Sheet, Sule 31Z Alexandria. VA 22 14. Tampa. FL 33610 Job Truss Truss Type 00' Ply T19547147 ASHMERE CJ5 Comer Jack 10 1 Job Reference (options[) Builders First Source, Plant City, FL- 32566, 8.240 is Feb 7 2020 MITek Industries, Inc. Fin Feb 28 08:48:04 2020 Page 1 ID:4GhaGgypKgFgB4NGMoMvhtygz2T-FUZcb5w9Tp6khoKrxgbwlevNBzn87cXL4zrolGzgfXP -1.0-0 5-0-0 1-0-0 I 5-0-0 ' 2x4 = ST1.5a STP = 5.0-0 Scale = 1:15.8 Plate Offsets (X Y)-- T2:0-1-14 0-0-101 LOADING (psf) SPACING- 2-M CSI. DEFL. in (too) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.06 2-4 >952 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Hom(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 171b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pur ins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3--Mechanical, 2-0.8.0, 4=Mechanical Max Hoe 2=104(LC 12) . Max Uplift 3=-95(LC 12), 2=-93(LC 8) Max Gray 3=114(LC 1).2=253(LC 1). 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst, BCDL=3.Opsf; h=15N; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0.0, Interior(l) 2-" to 4-11-4 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 2) This truss has been designed for a 10.0 pet 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 Imss to bearing plate capable of withstanding 1001b uplift at joint(s) 3, 2. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." WatterR Fmn FE NoMS39 NRek USA, In c. FL Cert6634 6904 Parke East Btvd. Tampa FL 33810 Data: February 28,2020 AWARNING -VerttxdesignpenmetenrandREAONOTESONMSMDMCLUO£OMREKR£FENANCEPAGEM47473re..10034slI5REFOREUSE. Design valid for use only Wth MFIel0 connectors. This design 6 based only upon parameters shown, and to for on Individual building component, not a truss system. Before use, the bustling designer must verity the applicability of design parameters and properly Incorporate This design Into the overall bulltling design. Bracing Indicated is to buctlng of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal Injury ontl property damage. For general guidance regarding he fabrication. storage, delivery, erection and bracing of tomes and tnsv evil weANsVrpi1 Qua �y Critelli OS"9 and SCSI building Component 69M Padre East Blvd. Safely Infermatksnavolloble from Luss Rate Institute, 218 N. Lee Street Suite 31Z Aleaondrio. VA 22314. Tampa, FL W610 Job Thus Thus Type Ob' Ply T79547148 ASHMERE EJ7 Jack -Open 21 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 3x4 = ST1.5xB STP = 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 08:48:05 2020 Page 1 ID:4GhaGgypKgFgB4NGMoMvhfygz2T-kg7 onx2E7EblyvzRt79mSZfN6kk3nUEdaMlizglXO Scale =1:19.8 Plate Offsets (X,Y)-- 12:0-0-10,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Wert L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.71 Vert(LL) 0.11 2-4 >741 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Verl -0.18 2-4 >431 ISO BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 23 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3--Mechanical, 2=0-8-0, 4=14echanical Max Harz 2=140(LC 12) Max Uplift 3=-120(LC 12). 2=-106(LC 12) Max Gra , 3=159(LC 1), 2=324(LC 1). 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directlyapplied or 6-0-0 act pudins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0to 2-0-0, Intedor(1) 2-M to 6-11-4 zone; cantilever left and fight 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 2) This truss has been designed for a 10.0 psf bottom chord rive 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 chard 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 Qt=lb) 3=120. 2=106. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WallerP. Finn PE No22839 MiTek USA, Inc. FL Ced 6611 6904Parke East Blvd. Tampa FL 33810 Date: February 28,2020 A WMNWG- Verify Ceslgnparametersand BEAD NOTES ON TNISAND/NCLUDED MREKBEFENA110EPAGEMB-7473 rev. IVVIX 15 BEFORE USE Design valid for use only with MToM Connectors, This design Is based only upon parameters shown, and IS for on Individual building component, not ��- a Muss system. Before use, Me building designer must verity Me applicability of design parameters and properly incorporate this design Into Me overall bullchgdesign. Bracing Indicated is to prevent budding of hdivducl fnrssweb and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for slabfity and to prevent collapse with parable personal injury and property damage. For general guidance regarding Me fabrication, storage. delivery, erection antl brachg of Musses and Muss systems saaANSUfPn QU2 C1SMIo, OSS49 and SCSI Building Component 6904 Parke East Blvd. Safety MR formallonovoroble from Truss ate Institute. ute. 218 N. Lee Street, Suite 312. MexVA 22314. Tampa, FL W610 Job Truss Cy Ply T19547149 ASHMERE HJ7 �Truss`rypa Diagonal Hip Girder 5 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 6.240 s reo 7 2o2u Mir as Industries, Inc. Fn rats 2a um4a:uf zueu rage 1 ID:4GhaGgypKgFgB4NGMoMvhtygz2T-g3FkDTzlmkUJYF2MY19dwHXOjAoiCvl rux3TMbzgf%M -1-s-o 5-8-1 s-t D-1 r 1-5-0 I 5.8-1 I 4-1-15 Scale=1:20.6 2x4 = 5 3x4 = 5.8.1 4-1-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.02 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.05 6-7 >999 180 BCLL 0.0 ' Rep Stress [nor NO WB 0.27 HOR(GT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-SH Weight: 40 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structuml wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4--Mechanical, 2=0-10-15, 5=10echanical Max Horz 2=151(LC 4) Max Uplift 4=-87(LC 4), 2=-176(LC 4). 5=-118(LC 8) Max Gray 4=104(LC 1), 2=445(LC 1), 5=310(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 Ila) or less except when shown. TOP CHORD 2-3=-714/243 BOT CHORD 2-7=-308/652, 6-7=.308/652 WEBS 36=-713/337, 3-7=0/290 NOTES- (8) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsh h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and fight exposed: end vertical 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 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) 4 except i t=1b) 2=176, 5=118. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 80 Its down and 85 Ito up at 1-4-15. 80 Ib down and 85 lb up at 1-4-15, 29 lb down and 431b up at 4-2-15, 29 Its down and 43 lb up at 4-2-15, and 55 lb down and 100 Ito up at 7-0-14, and 551b down and 100 Its up at 7-0-14 on top chord, and 1 lb down at 1-4-15, 1 lb down at 1-4-15, 18 lb down at 4-2-15, 18 lb down at 4-2-15, and 38 It, down at 7-0-14, and 38 It, down at 7-0-14 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 14=-54, 2-5=-20 Concentrated Loads (Ib) Vert: 8=44(F=22, B=22) 10=-75(F=-38, B=-38) 13=-36(F=-18,B=-18) Waiter P. Rnn PE No.22339 MTek USA, Inc. FL Cad 6634 6904 Parke Feet Blvd. Tampa FL 33910 Date: February 28,2020 Q WARNING- Verlfyde.4gnpa2 atemandRUDNOT£SONTMSANOMCLUOEOMREKB£FEBANCEPAGEulh74mmre 1011312015BEFONENSE Design valid for use only with MrMM connectors. this design Is based only upon parameters shown. and is for on Individual bullding component, not �'' a truss system. Before use. Me bullding designer must verity Me applicclwity, of design parameters and properly Incorporate this design Into the overall budding design. Bracing indicated Is to prevent buckang of individual huss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for Stability and to prevent collapse with possble penonol injury and property damage. For general guidance regarding Me fabrication, storage, delivery, erection and bracing of trusses antl truss systems weANSVIPII Guolits. Calendar, DSB49 and OCSI Building Component 69M Parke East Blvd. Safety Infomsahotavaeable from Trim Plate InsSMe. 218 N. Lea Sheet. Suite 312. Alexandria VA 22314. Temsa. FL M610 Job Truss Truss Type Gty Ply T19547150 ASHMERE Tot Hip Girder 1 1 Jab Refererice o tlonal Builders Frsl Source, Plant City, FL-32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 08:48:08 2020 i Scale =1:34.0 5xB = 4.6 = 3 10 11 4 ST1.5xB STP = 2.4 II 4.6 = 3x4 = STI.5x8 STIR = 3x6 = 7-0-0 71-8.0 1B-B-0 7-0 4-&0 7.0.0 3.6 = Plate Offsets MY)— f3:0-5-12,0-2-81 LOADING (psf) SPACING- 2-M CSI. DEFL in floc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.11 2-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.19 2-9 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.24 Horz(CT) 0.07 5 r1/a n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-SH Weight: 76 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.1 'Except' 3-4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=53(LC 12) Max Uplift 2=-543(LC 8). 5=-555(LC 9) Max Grant 2=1344(LC 1), 5=1356(LC 1) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2661/1052, 3-4=-2420/1042, 4-5=-2692(1082 BOT CHORD 2-9=-926/2368, 7-9=-929/2393, 5-7=-924/2396 WEBS 3-9=-64/622,4-7=-50/617 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or5-11-11 oc bracing. NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst h=158; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and fight 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 nonwncunent 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 0WID) 2=543, 5=555. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 lb down and 125 lb up at 7-0-0, 105 Its down and 125 lb up at 9-0-12, and 105 Ib down and 125 lb up at 9-7-4. and 200 lb down and 234 lb up at 11-8-0 on top chord, and 3201b down and 1301b up at 7-0-0, 81 lb dawn at 9-0-12, and 81 lb dawn at 9-7-4, and 320 Ito down and 130 lb up at 11-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 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, 2-5=-20 WaINrP. Fran PE N022839 MTek US"c. FL Ced 8634 6904 Parke Fast Blvd Tampa FL 33810 Data: February 28,2020 Q WARNING- VWydeelgnpammefemend READ NOTES ON 1NLSANDDTCLUDEDMDEKREPErTANCEPAGEM1F74TJre, 141032D1SBEPORE USE. Design valid for use only with Mnek0connectars. ihls design a based only upon parometam snows and is for an individual building component not a truss system. Before use, ire buflding designer musfverity the appllcobH of design parameters and properly Incorporate Mrs design into the overall bullding design. Bracing Indicated Is to prevent bucMing of individual ism web andfor chord members only. Additicnal temporary and permanent bracing MiTek- Is always required for stability and to prevent collapse wtih possible personal Injury and property damage. For general guidance regarding ire fabrication, storage. deirvery. erection and bracing of trusses antl truss systems weANSU1911 Cuelly Cmeria, DS349 and BCSI Building Component 69N Parke East Blvd. Safety Infeimolbrnvalloble from Truss Rate Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL W610 Job Truss Truss Type Oty Ply T19547150 ASHMERE T01 His Girder 1 1 Job Reference o tional Builders First Source, Plant City, FL- 32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. FriFeb 28 08.48:09 2020 Page 2 ID:4GhaGgypKgFgB4NGMoMvhfygz2T-cSMVe9 ZILk1nZCkgiB57icBa_Nvgp349EVZRUzgfXK 'LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-105(F) 4=-153(F) 8=-115(F) 9=-320(F) 7=-320(F) 10=-105(F) 11=-105(F) ,&WARNING-VellrydeslyaperemeM..d REAONOTES ONMISANOWCLUO£OMNEKREF£RANCEPAGEMI4)4M... lMlYleISREFORE USE. Design valid for use only win Mffek® connectors. This designis based only upon parameters shown, and Is for on Individual bullding component not ��' o husss system. Before use. Me building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall bWtlingdesign.&acing Indicated is to prevent bucWing oflndivldual hues web and/or chord members only. Additional temporary and permanentbrocing 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 bass systems. waANSIRPII Cu CrBrril DS549 and SCSI BuJding Component 6904 Parke East Blvd. Safety InfermaNemvcdable from Truss Flare Institute, 218 N. Lee Sheet Sutte 312. Alexandria VA 22 14. Tampa, FL Men Job Truss Truss Type Oty Ply TI9547151 ASHMERE T02- Common 1 1 Job Reference a tional Builders First Source, Plant City, FL- 32566, - 8.240 s Feb 7 2U2O Inn eK Industries, mc. rn rear zu uu:4u:uu zueu 4.6 = i1 Scale =1:33.9 is 3x4 LOADING (psf) SPACING- 2-0-0 CSL DEF- In (loot Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC0.37 Verlu) -0.13 2-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL If5 BC 0.82 Vert(CT) -0.27 2-8 >792 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Hom(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-SH Weight 79 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-7 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or7-11-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Hom 2=-69(LC 13) Max Uplift 2=-253(LC 12), 6= 253(LC 13) Max Gran, 2=738(LC 1). 6=738(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-1176/683, 3-4=-916/542, 4-5=-9161542, 5-fi=-1176(683 BOT CHORD 2-8=-534/1037, 6-8=-540/1037 WEBS 4-8=-270/546, 5-8=-302/316,3-8=-302/316 NOTES- (6) 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh h=15U; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) -1-0-0 to 2-0-0, Intedor(1) 2-0-0 to 9d-0, Extedor(2) 9A-0 to 13-6-15, Interior(l) 13-6-15 to 19-8-0 zone; cantilever left and right exposed; end vertical left and Fight exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) This truss has been designed for a 10.0 Fist 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 chard 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 61=11b) 2=253, 6=253. 6)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Waiter P. Firm PE Na22919 MTekUSA, Inc. FL Ced6634 6904Parts East Blvd. Twits FL 33610 Data: February 28,2020 QWARNING. Ver/ty0esl9npa1emetersentl READNOTES ON WMAND INCLUDED MNEKREFER4NCEPAGEMs74nnr, 161)a20I5eEFOREUSE Design valid for use only Win Miele® connectors. 9re design Is based only upon parameters shown and Is for on IntlNidual building component, not a Muss system. Before use, the building designer must verify me applicability of design parameters and properly Incorporate the design Into Ore overall bulldIng design. &acing Indicated b to prevent buckling of Individual truss web and/or chard members only.. Additional temporary and permanent bracing Miiek' Is always required for stabllity and to prevent cdlcpse with possible pawnor Injury and propertydamage. For general guidance regarding the fobdcafion storage, delivery, erection and bracing of trusses and truss systems-eANSVrPll Quality Criteria, DS349 and WAI Buldhp Component 6904 Parke East Blvd. Safety Warmalbrpvofloble from Truss Plate Institute. 218 N. Lee Sheet. Suite 312. Alexandria VA 22314. Tampa, FL W610 Job Truss Truss Type Cry Ply T19547152 ASHMERE T03 Common 1 1 LbReference(optional Builders First Bounce, Plam City, FL - 32566. 6.240 s Feb 7 2veu MI I ex mauslnes, IBc. Fit Fete zd 08:48:11 2020 rage 1 ID:4GhaGgypKgFgB4NGMoMvhfygz2T-YgUF3rOpgz_IDIM7n7DZ47*thWn4t8j1NcY1 gVMzg9a -1-PO - 5-11-10 !?4-0 12-B-fi 18-8-0 19-8-0 1-00 5-11-10 3-0-6 3-4-fi 5-11-10 - 1-0-0 At 46 = 5xe = 3x4 Scale=1:33.3 1; LOADING (psQ SPACING- 2-0-0 GSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.13 2-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.27 2-8 >792 ISO BCLL 0.0 ' Rep Stress Incr YES W B 0.21 Hom(CT) 0.03 6 file Na BCDL 10.0 Code FBC2017lrP12014 Matrix-SH Weight: 79 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-7 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-2-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6-0.8-0 Mac Horz 2=-69(LC 13) Max Uplift 2=-253(LC 12). 6=-253(LC 13) Max Gray 2=738(LC 1). 6=738(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=-11761645, 3-4=-916/520, 4-5=-916/520. 5fx=-1176/645 BOT CHORD 2-8=d89/1037, 6-8=-506/1037 WEBS 4-8=-253/546, 5-8=.902/286, 3-8=-302/286 NOTES- (6) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (envelope) and C-C Extefior(2) -1-0-0to 2-0.0, Intedor(1) 2-" to 9-4-0, Extedor(2) 9.4-0 to 12-4-0, Interior(1) 12-4-0 to 19-8-0 zone; cantilever left and right exposed; end vertical left and Fight 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 2=253, 6=253. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code! Walhr P. Fnn PE No.22839 MTek USA, Inc. FL Cad 6BU 6904 Pale East Blvd. Tampa F. 33610 Date: February 28,2020 Q WABNWG- Verify desf9nparemaf,. and BEADNOTES ON WXAND WaUBEUMBENBEFEBANCEPAGEMIF74Mmv I&MINVISBEFOBE USE Design valid for use only with Ivi connectors. IDb design is based only upon parameters shown, and is for an individual building component, not a Mas system. Before use, the building designer must verify the oppacabaity of design parameters and properly incorporate this design Into me overall building tleslgn. Bracing Indicated is to Wctlhg individual truss web and/or chord members only. Additional temporary and permanent brocng MiTeW prevent of Is always required for stability and to prevent collapse with possible personal injury and property damage, For general guidance regarding the fobrica6on, storage, delivery. erection and bracing of trusses and truss systems. saeANsVrPi1 Quality Cnbdo, DSB49 and BC510uydina Component 6904 Parke East BNtl. Tampa, FL W610 Sabty Infommtblrnat ie from Truss Rate trivets, 218 N. Lee Street. Suite 312. AlaxanCra. VA 22314. Job Truss Oty PlyT19547153 ASHMERE T04 PType mon - 4 1 �JobRefererraa o tional Builders First Source, Plant City, FL-32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 08.48:12 2020 4x6 = FTine STl.5x8 STP = Scale=1:33.2 Ig 3x4 LOADING (psl SPACING- 2-0-0 CSI. DEFL in (lot) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.13 1-7 >999 240 MT20 2441190 TCDL TO Lumber DOL 1.25 BC 0.82 Vert(CT) -0.28 1-7 >779 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Hoa(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 771b F7=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 cc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or7-10-9 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0,5=0.8-0 Max Harz 1=-76(LC 17) Max Uplift 1=-217(LC 12), 5=-254(LC 13) Max Grav 1=663(LC 1), 5=741(LC 1) FORCES. (lb) - Max Comp./Max Ten. -All tomes 250 (Ib) or less except when shown. TOP CHORD 1-2=-1190/685, 2-3=-924/550, 3-4=-923f533, 4-5=-1184/671 BOT CHORD 1-7= 525/1052, 5-7=-529/1044 WEBS 3-7=-285/555,4-7=-302/285, 2-7=-312/293 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15tt; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) D-4-0to 3-4-0, Intedor(1) 3-4-0 to 9-4-0, Extedor(2) 94-0 to 124-0, Intedor(1) 12-4-0 to 19-8-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and tortes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 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.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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=11g) 1=217, 5=254. 6)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Walter P. Finn PE No.22939 MTek USA, In a FL Cert6634 6904 Parke Fast Blvd. Tampa FL 33810 Bate: February 28,2020 Q WANNWG-V.My deegnparametersandHEAONOTES ON TN49ANOA'CLUDWMREKREFERANCEPAGEMX7473.v. 1011X320159EFORE USE. Design volld for use only with MImM connectors. This design Is tooled any upon porameters shown. and Is for an Individual building component, not a truss system. Before use, the building designer must verily Me opplicobiley, of calign parameters and prope0y Ncomorate Mis design Into me overall building design. Bracing Indicated b to bucWing of Individual fruss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal lrqury and property damage. For general guldonce regarding the tlo fabriccn, storage, delivery, election and bracing of Musses and rule systems, seeANSVIP11 Quality Cmap, PS349 and SCSI SuGtlNp Component 6904 Perko East Bald. Safely Informationovagable from Truss Rate MaMute. 218 N. Lee Sheet. Sutte 312 Alexurvola, VA 22314. Tampa, FL W610 Job Thus Trrus Typo Oy Ply T19547154 ASHMERE T05 Roof Spatial Girder 1 1 Job Reference (optional) builders First 80ume, turf uny, rL-a2aba, 1 7-0-0 VV 12-5 t-0- 7-00 4-0-0 1.5 2x4 11 0 5xB = 46 = 4,13 = 7 2u 14 5T1.$IB STP= 3x4 = 2x4 II 15 5xB = 3xB = 3x4 ST1.SxB STP= 2x411 3x6 = U12 MT20HS = Seale-1:66.0 0 te1 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 Incr NO Code FBC2017/TP12014 CSI. TC 0.75 BC 0.75 We 0.54 Matdx-SH DEFL in (loc) Vdefl Ud Vert(LL) -0.16 9-11 >999 240 Vert(CT) -0.33 9-11 >656 ISO Hom(CT) 0.01 9 Na n/a PLATES MT20 MT20HS Weight: 168 lb GRIP 2441190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-15 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0except (jt=length) 15=5-0-0, 15=5-0-0. . (Ib) - Max Hoa 2=69(LC 27) Max Uplift All uplift 100 lb or less at joints) excepl2=-209(LC 8), g=-246(LC 28), 15=-675(LC 8), 13=,397(LC 8) Max Grav All reactions 250Ib or less at jotnt(s) except 2=527(LC 19), 9=650(LC 1), 15=1305(LC 19), 15=1360(LC 1), 13=1084(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or lass except when shown. TOP CHORD 2-3=-640/227, 3-4=-131/448,4-5=-131/448,5.8=-622/279,6-7=-668/277, 7-8=-687/264, B-9=-956/370 BOT CHORD 2-16=-185/517, 15-16=-189/543, 13-15=-417/180, 12-13=-417/180, 11-12— 194/622, 9-11=-210837 WEBS 3-16=-94/599, 6-12=-430/160, 7-11=-149/390, 8-11=-012/224,4-15=-535/399, 5-13=-941/434,3-15=-1198/489,5-12=-030/1137 NOTES- (10) 1) Unbalanced mod live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst 3CDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and tight exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates am 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 209 Ib uplift at joint 2, 246 lb uplift at joint 9, 675 lb uplift at joint 15 and 397 lb uplift at joint 13. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 145 It, down and 125 lb up at 7-0-0, 145 lb down and 125 lb up at 9-0-12, 145 lb down and 125 lb up at 11-0-12, and 145 It, down and 125 lb up at 13-0-12, and 145 It, down and 125 lb up at 15-0-12 on top chord, and 340 lb down and 146Ib up at 7-M, and 81 Ib down at 9-0-12 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. Walter P. Fran PE No.22939 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). MTelsUSA, Inc. FL Celt GSM 10) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any ISU Parke East BNdTampaFL 33610 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Data: LOAD CASE(S) Standard February 28,2020 QWARNWG- VsHlydestgoprainahrsand READ NOTES ON TNISANDINCLUDED MREKHEFEFANCEPAGEM1474M-- 1bAV1p159EFORE USE Design valid for use only with MOek® connectors. Tns design is based only upon parameters shown and Is for an Individual bullding component, not a truss system. Before use. Me binding designer meat verify the oppliccbllily of design parameters and properly Incorporate ins design Into Me overall bullding design. Bracing Indicated b to bucking of Individual truss web and/or cnord members only. Addiflonal temporary and permanent bracing MiTek' prevent Is always requlred for stability and to prevent Collapse wilts poswble personal blury and property damage. For general guidance regarding Lire fabrication, storage, delivery, erection and brocmg of trusses and muss systems seeANSVIP11 Qual ly Criteria. DSB49 and SCSI Building Component 69M Parke Ent BW. Safely InfemlalbmvolloWa from Tnas Rate Institute, 218 N. Lee sheet. Suite 312 AlexanCAo. VA 22314. Tampa, FL 33610 Job Truss Truss Type Gly Ply T79547154 ASHMERE T05 Roof Special Girder 1 1 Job Reference (optional) Builders Fast Source, Plant City, FL. -32566, 8.240a Feb 72020 MiTek Industries, Inc. Fri Feb 28 08:48:16 2020 Page ID:4GhaGgypKgFgB4NGMOMvhtygz2T-voH86Y4yeVdl7eE4ahpkMPRloo4pv16mglRBazgf10) LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Veit 13--54, 38=-54, 6-7— 54, 7-10=-54, 2-9=-20 Concentrated Loads (Ib) Vert: 3=-105(F) 16=-340(F) 4=-105(F) 17=-105(F) 18=-105(F) 19=-105(F) 20=-58(F) AWARNING- Vedfydes(grpmemeterserdREAONOTESONT OMDWCLUOEOMI REFERANCEPAGEMLL74M.Y..f4NYl015REFOREUSE Design valid for use oNywlth MBeMconnectan. ills design B based only upon parameters shown, and Is for an Individu0l building component, not a truss system. Before use, the building designer mratverify Me applicability of design parameters and properly Incorporate Ins design Into the overall bullding design. Bracing Indicated 6 to prevent bucWhg of individual truss web aryl/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse wIM possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of fuses and Muss systems seeANSU1Pll Gup�s. Clttab, DSB49 and 1101 Building Component Sooty M flm oallonavolloble Mom Mass Rote Institute. 218 N. Lee Sheet Suite 312, Alexandria. VA 22314. 69M Parka East BNJ. Tampa, FL 33610 Job Truss Truss Type OfY Ply �J.bRfmregcs.pti..aIJ T19547155 ASHMERE T06 Roof Special 1 1 manuals riss aource, riuu cny, 11- acaoo. US = 3x4 = 4z6 3x4 = US = Scale: 3/16'=1' ST1.5x8 STP = 16 15 14 13 12 ST1.5xB STP = 3x6 = 3X — Us = 3x4 = US = Us — SAS = 2W&0-0 17-6.0 25-4.0 2MO 35-0-0 H.Bn 7-10.0 0.8-0 9-PO Plate Offsets (X Y)— [2'0-0-10 Edael [6:0-M Edgel [9:0-0-0 0-0-0][10:0-0-10 Edael LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.24 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Verl(CT) -0.4712-14 >881 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.49 Horz(CT) 0.14 10 rda Na BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 164 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Hom 2=67(LC 12) Max Uplift 2=-455(LC 8), 10=-455(LC 9) Max Gmv 2=1342(LC 1). 10=1342(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (Ib) - Max. CompJMax Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2646/1516, 3-4=-2418/1386, 4-5=-2219/1330, 5-7=-2828/1629, 7-8=-2219/1330, 6-9= 241Btl386, 9-10=-2646i1516 BOT CHORD 2-16=-1284/2377, 14-16=-1421/2743, 12-14=-1432/2743, 10-12=-130212377 WEBS 3-16=-230/258,4-16=-390l781,5-16=-772/487, 7-12=-772/487, 8-12=-390i781, 9-12=-230/258 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 2-641, Interior(1) 2-6-0to 9-M, Exterior(2) 9-0-0 to 12-6-0, Interior(1) 12-6-0 to 26-0-0, Elderior(2) 26-0-0 to 29-5-2. Intedor(1) 29-5-2 to 36-" zone; cantilever left and fight exposed; end vertical 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) 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 455 lb uplift at joint 2 and 455 lb uplift at joint 10. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Walter P. Rnn PE No22839 "MUSMitc.FLCed 6934 6904 Parke East Slid. Tampa FL 33610 Data: February 28,2020 Q WARNING -Verity design Parameters end READ NOTES ONTNISANDWCLUDEDMREKREFERANCEPAGE MX74m rev. 101114201SBEFORE USE - Design valid for use only win Mifek® connectors. lhb design Is based only upon parameters shown. and Is for an Individual bulltling component not a true system. Before use, the building designer must verify the appllcabiily of design parameters and properly Incorporate this design Into the overall bulltling design. Bracing Indicated 6 to bucsing Individual truss web and/or chord members arty. ACdiional temporary and permanent bracing Wek' prevent of Is always required for stability, and to prevent collopsewittf possible personal injury and property damage. For general guldance regarding the labricotbn, storage. delNery, erection and bracing of trues and truss systems seeAN61/IPiI QuoOy Criteria, VS349 and lIC81 Building Component 69N Pake East Blvd Safety Informatbtwdlable Iron Truss Plate Institute, 218 N. Lee Sheet Sure 312, Alexandria. VA 22314. Tampa, FL W610 Job Truss Truss Type Oty Ply T79547156 ASH T07 Hip 2 1 Job Reference o tione] Builders First Source, Plam clty, FL - J[bbb, Scale: all 611' 5� = 2.4 II 5xe = 4 19 5 20 6 316 = 20 II 3.6 = 3x8 = 30 = 2x4 II 3x6 = 3x4 = 3x6 = LOADING (pso TCLL 20.0 TCOL 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 FBC2017/TP12014 CSI. TO 0.58 BC 0.74 WB 0.35 Matrix-SH DEFL in (too) Well Ud Vert(LL) -0.20 13 >999 240 Vert(CT)-0.3813-15 >999 180 Horz(CT) 0.13 B No Na PLATES GRIP MT20 244/190 Weight: 174 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Harz 2=80(LC 12) Max Uplift 2=-432(LC 8). 8=-432(LC 9) Max Gmv 2=1342(LC 1). 8=1342(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2681/1540, 3-4=--7249/1367, 4-5=-2410/1511, 5-f---2410/1511, 6-7=-2249/1367, 7-8=-2681/1540 BOT CHORD 2-16=-1313/2391, 15-16=-1313/2391, 13-15=-1030/2037, 11-13=-1034/2037, 10-11— 1318/2391,8-10=-1318/2391 WEBS 3-15=-430/335, 4-15=-142/369,4-13=-302/574,5-13=-401/356, 6-13=-302/574, 6-11=-142/369, 7-11=430/335 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-M to 2.6-0, Interior(1) 2-6-0to 11-", Exterior(2) 11-0-0to 15-11-6, Intedor(1) 15-11-6 to 24-0-0, Exterior(2) 24-0-0to 28-11-6, Intedor(1) 28-11-6to 36-" 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 gdp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This tmss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 5) ' This buss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 vide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 432 lb uplift at joint 2 and 432 lb uplift at joint 8. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code! Walter P. Finn PE No22839 MTek USA, Inc. FL Cad GM 69M Parke East Blvd. Tampa FL 33610 Data: February 28,2020 Q WARNWO-VerrrydesrgePsminataeandREADNOTES ON WSANDWCLUDEDMRENREFERANCEPAGEMI747arev. faTUal BEFORE USE Design valid for use only with Mlreks0connectors. Th6 design Is based only upon parameters shown, and is for on IndMdual bulltling component, not ��- a huss system. Before use, me building designer must verity Me applicability of design parameters and properly Incorporate thts design Into the overall building design. Bracing Indicated b to prevent bucvlag of individual muss web and/or chord members orgy. Additional temporary and permanent bracing KWIC Is always required for stability and to prevent collapse will possible personal injury and property damage. For general guidance regarding the fabrication storage, delivery, erection and bracing of trusses and muss systems seeANUITP11 GuaOY 6rQeb, DSn89 and BC51 BWdelp Component 6904 Padua Eazr BNd. rcauood from Truss Plate Institute. 218 N. Lee Sheet exan Suite 312. Alexandria. VA 22 14. safety tNoenatbry Tampa, FL 33610 Jab Oty Ply T19547157 ASHMERE �Truw TO8 �Tnuw`rype Hip 2 1 Job Reference (optional) Builders First Source, Plant Glly, FL - 32556, b.24u a FOD t zu2U MI I eK InODSmes, inc. hn Feb 26 08:48:2i 2020 rage 1 ID:4GhaGgypKgFgB4NGMoMvhtygz2T-GI519G75TI FKDP72NEPvUE6HUpTrUCyrw6SCsnzgf)(8 1h7-1{ I47-6fi-00 I l 3-0.0 -0. 480. 7-7-136.0.0 5.44 7-7-12 Scale: 3116'=1' 4X6 = 3x4 = 4x8 = 4 518 19 6 20 d 3.6 = 2x4 II 3x6 = 3xB = 3x8 = US = 2x4 II 3,6 = I6 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 FBC2017/1PI2014 CSI. TC 0.79 BC 0.84 WB 0.43 Matrix-SH DEFL Vert(LL) Vert(CT) Horz(CT) in (loc) Well Ltd -0.24 12-13 >999 240 -0.5212-13 >798 ISO 0.13 8 n1a n/a PLATES GRIP MT20 2441190 Weight: 173 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 ec puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 . Max Harz 2=-93(LC 13) Max Uplift 2=-016(LC 12), 8=-416(LC 13) Max Grav 2=1342(LC 1), 8=1342(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2640/1494, 3-4=-2094/1273, 4-5---1884/1239, 5.6=-1884/1239, 6-7=-2094/1273, 7-8=-2639/1494 BOT CHORD 2-15=-1262/2349, 13-15=-1262/2349, 12-13=-991/1989, 10-12=-1267/2349, 8-10=-1267/2349 WEBS 3-15=0/252,3-13=-563/414,4-13=-277/557,5-13=-293/193, 5-12=-293/193, 6-12=-277/557, 7-12=-563/414, 7-10=0/252 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh h=15ft; Cat. II; Exe B; Encl., GCpl=0.18; MWFRS (envelope) and C-C Etderior(2) -1-O-0 to 2-6-0, Intedor(1) 2-6-0 to 13-0-0, Exterior(2) IM-O to 17-11-6, Intedor(1) 17-11-6 to 22-0-0, EMedor(2) 22-0-0 to 26-1146. Intedor(1) 26-11-6 to 36-0-0 zone; cantilever left and right exposed ; and vertical left and right exposed;C-C for members and forces & MWFRS for reactions showd; 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 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, with BCDL =1 O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 416 Ib uplift at joint 2 and 416lb uplift at joint 8. 7)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Walter P. Finn PE No22839 MTek U$ Inc. FL Ced SW Me Parke East BNdTampa FL73610 Date: February 28,2020 QWARNING.Ved1ydesfanparemetenend READN0TE50NMWMDINCLUDEDMREKREFFAANCEPAGEW74MMV. 10=0156EFORE USE. Design valld for use only with MBeIG) connectors. ihts design N based only upon parameters shown and Is for an IndNldual building component, not a truss system. Before use, me bulltling designer must verify the applicability of design parameters and papery Incorporate this design into the overall bulltlingdesign. &acing NdicafedhtoptevenfbucklmgotksdWLKdtrmss hordmembersoNy. Additbnaltemporary and permortenfbracing MOW eb.cilm Is always required for stability and to prevent collopse with possible personal Idury and property damage. For general guldonce regoviing the storage. delivery. erection and bracing of trusses and fuss systems. WeANSUIPII Guomy Criteria. PS949 and BCSI Building Component fi9D0 PaAe Ent Blvd.fabrication, Safety Informatione,aeable from Truss Rafe Institute, 218 N. Lee street, Suite 312 Aletandrlo VA 22314. Tampa, FL 33610 Job Truss Truss Type Ory Ply T79547158 ASHMERE T09 Hip 2 1 Job Reference o tional Builders First Source, Plant City, FL - 32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 08:48:23 2020 Page 1 ID:4GhaGgypKgFgB4NGMoMvhtyq]2T-C8Cnax9L7fV2SjHRUfFINZfBdndABy8n8NOwlwgzgIX6 11.0-0 ]-4-11 1 150.0 1 20A-0 27-7.5 35-0-0 is-- -0 7-0-11 7-7-5 5-o-0 77 7-4-11 I4U- 5.00 12 Sxa = 4x6 = Scale = 1:64.8 STI.SxB STP= 16 1O 14 13 11 ST1.5.5 STP= axis = 2x4 II 4x6 3x4 = 3x8 = 4x6 2x4 11 3x6 = -7-7-577-0-111 b10o 7-7-5 7-4-110 Plate Offsets (KY)— 12:0-M,Edgel. (5:0-5-12,0-2-81, (9:0-3-0,Edgel LOADING (psf) SPACING- 2-M CSI. DEFL in (Joe) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(L-) -0.17 14 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 SC 0.79 Vert(CT) -0.3714-16 >999 ISO BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Horz CT) 0.13 9 n/a rJa BCDL 10.0 Code FBC20171TPI2014 Matrix-SH Weight: 173 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 ' Max Harz 2=106(LC 16) Max Uplift 2=-433(LC 12). 9=-433(LC 13) Max Grav 2=1342(LC 1), 9=1342(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-1-11 oc bracing. WEBS 1Flow at midpt 3-14.8-13 FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) Or less except when shown. TOP CHORD 2-3=-2686/1491, 3-5=-1940/1177, 5-6=-1719/1175, 6-8=-1941/1177, B-9=-2686/1491 BOT CHORD 2-16=-1270/239B, 14-16=-0270/2398, 13-14=-808/1718, 11-13=-1273/2398, 9-11=1273/239B WEBS 3-16=0/327,3-14=-751/502, 5-14=-151/441, 6-13=-178/442, 8-13=-751/502, 8-11=0/327 NOTES- (7) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; Cat. 11; Exp B; Encl., GCp1=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0.0 to 2-6-0, Intedor(1) 2-6-0 to 15-", Fxtedor(2) 15-0-0 to 24-11-6, Interior(1) 24-11-6 to 36-0-0 zone; cantilever left and right exposed ; end vertical 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 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 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 433 lb uplift at joint 2 and 433 lb uplift at joint 9. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." WalterP. Fran PE No22839 MiTek USA, Inc. FL Cud 6634 6904 Parke East BNd.TampaFL 33810 Date: February 28,2020 Q WANNWG.Vedfydedgnpemmefe..dRE NOTEBONWISANDWCLUDEDMREKBEFENANCEPAGEMX74TJmx 1092RpfSBEFONEUSE Design valid for use only with MifekS connectoa. This design B bayed only upon parameters shown, and Is for an IndNlducl building component, not a hum system. Before use. the loading designer must verxy the opWk:abaily of design parameters and properly incorporate this design Into Me overall bulldingdesign. Bracingindlcated EtopreventbucklmgofMMdualhustwoband/orchmdmembomody. Adelthonal temporary and permanent bracing M!Tek' a always required for stobUlty and to prevent collapse with possVe personal Iglury and property damage. For general guidance regarding the fabilcation, storage, dellvery, erection and bracing of truces and huss systems. seeANSVrPR Quaff CdMM, DSBA9 and III Building Component 6904 Parke East Blvd. Safety Informationavallable from Luse Rate Institute. 218 N. We Sheet. Suite 31Z Alexandria. VA 22114. Tampa, FL 33610 Job Truss Truss Type City Ply T79547159 ASHMERE T10 Hip 2 1 Jab Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 s Feb 7 202U MITex industries, Inc. rn Feb ea 08:48z5 zoeu rage I ID:4GhaGgypKgFgB4NGMoMvhtygz2T-BXKY7dBbKGIIi00pc4Td4HOpRplQzGRrkQQ?Yzgr.<4 1e 1rp�q I 12813 17-0 17$ 22Aa 2e-14 I 15i1e ae0e 1-0e s10-1z ':3 bb3 1�6i)-� aba s+v-1 a1a1z 100 oea Stale=1:G4.8 5.00 F12 6 7 a 3x4 = 3x0 = 3x4 = taps aa9 1)Ua 1 2a27 d5-0a a9-8 a2.7 peL 0-2-] 099 Plate Offsets (XY)- [2:0-3-0Edael 16:03-00-2-4] [8;G-3-00-2d1 [12:0-3-0 Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.20 14-16 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.4114-16 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(CT) 0.12 12 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Mail Weight: 1701b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0.8-0 Max Hoa 2=120(LC 12) Max Uplift 2=-447(LC 12), 12=-447(LC 13) Max Grav 2=1342(LC 1), 12=1342(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc puffins. BOT CHORD Rigid ceiling directly applied or 5-4-0 ad bracing. FORCES. (Ib) - Max. Comp.,Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2646/1368.3-5=-245011336. 5-6=-1693/1033, 6-7- 1513(992, 7-8=-1513/992, 8-9=-1693/1033,9-11=-2450/1336,11-12=-2646/1368 BOT CHORD 2-18=-1150/2362, 16-18=-894/1918, 14-16=-901/1918, 12-14- 1157/2362 WEBS 3-18=-285/264, 5-18=-206/514, 5-16=-5881439, 9-16=-588/439, 9-14=-206/514, 11-14=-285/264,7-16=-515/977 NOTES- (8) 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd--128mph; TCDL=4.2psh BCDL=3.Opst h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-64), Interfor(1) 2-6-0to 17-M. Extedor(2) 17-" to 22-8-3, Intedor(1) 22-8-3 to 36-0-0 zone; cantilever left and right exposed ; end vertical 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 am 3x6 MT20 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.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 447 Ib uplift at joint 2 and 447 lb uplift at joint 12. 8)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Walterls. Fran PE No.2287S Mink USA, Inc. FL Cert 6614 Bill Parke Fast Blvd. Tampa FL 31810 Date: February 28,2020 Q WARNING.Vedlydeslgn paramerersand READ NOTESON M SANDWCLUDEDMGEKFEFEAANCEPAGEMa74nmv. rWD]/LdrSBEFORE USE Dedgn valid for use only wlm M6ek® connectors. Tints design is bosnd only upon parameters shown. and 6 for an Indvidual building component not a free system. Before use, the building dedgner must verify the opplkalauty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to bucWhg hall muss web and/or chord members only. Additional temporary and permanent bmcing WOW prevent of Is always required for stability and to prevent collapse MM posable personal Injury and properly damage. For general guldance regarding the rabricaHon, Voroge. deWery, erection and bracing of trusses and Muss systems. WeANSVIPII Quality CriteM. 03II.59 and Kill Iluldklg Component 69M Parke East Blvd. Safety Informationp c1cble hem Taps flare ImtiMe, 218 N. Lee Sheet Suite 312 Alexandria. VA 22314. Tampa, FL W610 Job Truss Truss Type Oty Ply T19547160 ASHMERE Tll Common 5 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 08:4826 2020 4x6 = 5.00 12 Scale =1:624 Ia 3x6 = 3.4 = 3.6 = 3xB = 3x6 = ax4 = 3x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 CS1. TC 0.66 BC 0.91 W B 0.62 Matrix-SH DEFL. Vert(LL) Vert(CT) Hoa(CT) in (too) Well L/d -0.20 12-14 >999 240 -0.41 12-14 >999 180 0.12 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 171 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-6 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-5-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Harz 2=-123(LC 13) Max Uplift 2=-451(LC 12), 10=-451(LC 13) Max Grav 2=1342(LC 1). 10=1342(LC 1) FORCES. (lb) - Max. CompJMac Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2645/1323, 3-5=-2449/1289, 5-6=-1691/991, 6-7=-16911991. 7-9=-2450/1289, 9-10=-2645/1323 BOT CHORD 2-16=-1090/2360, 14-16=-834/1922,12-14=-851/1922, 10-12=-1107/2360 WEBS 6-14=-508/994,7-14=-597/417,7-12= 203/512, 9-12=-282/260,5-14=-597/417, 5-16=-203/512, 3-16=-282/260 NOTES- (6) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.OpsF h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C FFxhuior(2) -1-0-0 to 2-6-0; Interior(1) 2-6-0 to 17-6-0, Exterior(2) 17-6-0 to 21-0-0, Interior(1) 21-0-0 to 36-0-0 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) 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 tit 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 451 Ib uplift at joint l and 451 Ib uplift at joint 10. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WaBerP. Fmn PE N022639 6111'ek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 Q WARNING-Vedrydesign Parameters end READ ND7ES ONMISAND INCLUDED MIfEKREFERANCEPAGEW7473me. 10411,2015 BEFORE USE. Design volld for use only wim Mnek® connectors. This design is based only upon parameters shown, and is for an Individual 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 Indicated is to prevent bucking of individual toss web and/or Chord members only. Additional temporary and permanent bracing MiTek' b always required for stability and to prevent collapse with paddle personal Injury and property damage. For general guidance regarding the fabticatiom storage, delivery, erection and bracing of tosses and inm systems, seeANSVTPII Quay Cetera, VSH49 and SCSI Building Component 690,1 Pa,ke East BNd. Safety Infamta64navaeable from Truss Rate InstrMe. 218 N. Lee Street. Suite 312, Alexandria VA 22314. Tampa, FL W610 Job Truss Tnas Type aY Ply T79547161 ASHMERE T11A Common 1 1 Jab Reference (optional) aunaers mrst bourne, MGM LAry, rL- Jzbbb, arena s rep r 2uzu Mu e6 mausmes, mc. rn red ze uo:Sa:JJ 4v4u Sx12 i Bx14 MT20HS i 6 5x6 i 5 4 3 25 SX11dfT 2 1 bx8 = 4x12 = 5.00 FIT B 2xd I 126 27 3x4 C 7 9 343 / 10 28 Seale-1:68.1 12 13 ST1.5x8 STP = 24 23 20 17 16 29 15 14 ST1.5x STP = 416 = 2.4 II 5x6 = 3x4 II 3x9 = 3x6 = 3x4 = 3.6 = 3x4 = 5.0-0 94-12 14 12-2-0 17- 26-2-7 35-0.0 .sa I a-a-12 11-4-41-sal s-b.o 7 8.4.9 Plate Offsets (X,Y)- [2:0-6-5,0-131. [3:0-7-0,0-1-81. [6:0-M,0-1-12]. (6:0-54,0-3-01, [12:0-0-10,Edge], [18:04-8,0-5-01, r19:04-8,0-1-8], [21:OJ-8,0-04i, [22:0-5-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.45 Vert(LL) -0.39 20 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.73 20 >566 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WE 0.96 Hoa(CT) 0.36 12 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 215 lb FT=20% LUMBER- BRACING - TOP CHORD Zx4'SP M 31 TOP CHORD BOT CHORD 2x6 SP M 26'Excl 12-15,15-20: 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 *Except* WEBS 7-17: 2x6 SP M 26, 4-23,3-22: 2x4 SP No.1, 3-24: 2x4 SP No.2 JOINTS REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Hor4 2=124(LC 13) Max Uplift 2=452(LC 12), 12=451(LC 13) Max Grey 2=1340(LC 1), 12=1342(LC 1) FORCES. (lb) - Max.,Comp✓Max. Ten. -All forces 250 0b) or less except when shown. TOP CHORD 2-3=-2683/1321, 34=-7304/3470, 4-5=4842/2344, 5-7=-3270/1646, 7-8=-3170/1722, 8-9=-1690/996, 9-11=-243411264,11-12= 2656/1346 BOT CHORD 2-24=-1116/2413, 23-24=-1115/2411, 17-20=-228/470, 16-17=-297/647, 14-16=-856/1924, 12-14=-1135/2389, 21-22=3354f7408, 19-21— 1980/4495, 18-19— 1980/4495 WEBS B-16=-159/326, 9-16=-005/419, 9-14=-165/505, 11-14— 294/270, 22-23=-1050/2279, 4-22=-1007/2220,5-18=-1868/895,3-23=-2970/1374,16-18=-28W916,8-18=-955/1883, 19-20=479/990,3-22=2856/6324,5-21=-665/1473,4-21= 3090/1457,18-20=-1040/503 Structural wood sheathing directly applied or2-6-1 oc pudins, except end verticals. Rigid ceiling directly applied ors-5-13 oc bracing. 1 Row at midpt B-18 1 Brace at Jt(s): 18 NOTES- (7) 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh h=15ff; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0to 17-8-0, Exterior(2) 17-6-0 to 21-0-0, Interior(1) 21-0-0 to 36-0-0 zone; cantilever left and right exposed; end vertical left and light exposed;C-C for members and forces 8 MWFRS for reactions shaven; 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 psf bottom chord live load nonconcunent 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 chard and any other members, with BCDL=10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 452 lb uplift at joint 2 and 451 lb uplift at joint 12. 7) 'This manufactured product is designed as an individual building component The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Walter P. Finn PE No22439 NTek USA, Inc FL Cad 6634 69U Palo East BNdTampa FL 33910 Date: February 28,2020 Q WANNWG - Vedry des/9n,ammeter end READ NOTES ON Mrs AND INCLUDED UREK NEFERANCE PAGE M4]4]3 rev. I0044?015 BEFORE USE. • Oeslgn valid for use any wit M0ek@ connectors. This design 6 based only upon parameters shown, and B for on Indlvldual bulldIng component not a bun system. Before use, to adding designer must veryt to oppllcobillty of design parameters and properly Incorporate Mrs design Into to overall bulldingdedgn. Bracing lridicoted Is to prevent buddig ofindMdual trm web oM/or chord members only. AddPoonal temporary and permanent bracing Wele Is always required for stability and to prevent collapse wit possible personal" and Wopedy damage. For general gdcance regartling to fabticatlon, storage, delNery, erection and bracing of tomes and huss systems. seoMSVrPII Quality CrkrrAo. D3049 and IICSI Bu1Obp Component 69" Palle East Bind. Safety Informalbnavailable from Tmss Fate InuitWe, 218 N. We Sheet Sulte 312 Alexandria, VA 22314, Tampa, FL W610 Job Oy Ply T7 9547162 ABHMERE �Truss �Truse;Type T12 Hip 1 1 Job Reference o tional Builders First Source, Plant City, FL - 32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fit Feb 28 08:48:35 2020 Page 1 ID:4GhaGgypKgFgB4NGMoMvhtygz2T-rSxK521tAKOLvZBkBAf82BheuTEBnW ZveHnd.zzgiWw l9-0-0 I 2 I 74 I 250.0 I293-s5 5.0-05511 -80.l42 4-2 S36.0-0 Scale: 46 = — 3x4 = 4x6 = ax4 = 4x6 = 3x6 = axe:= 46 = 3x4 = 4x6 = 3xB = 3x6 = Plate Offsets (X,Y)— [2:0-0-10,Ednel, [6:0-3-O,Edge] [10:0-0-10 Edne] LOADING lost) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.92 Vert(LL) -0.24 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.47 14-16 >881 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.49 HOrz(GT) 0.14 10 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 164 Us 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 direcdy applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 1D=0-8-0 Max Hors 2=-07(LC 13) Max Uplift 2=455(LC 8), 10=-455(LC 9) Max Grav 2=1342(LC 1), 10=1342(LC 1) FORCES. (to) - Max. CompJMax. Ten. -All tomes 250 Qb) or less except when shown. TOP CHORD 2-3=-2646/1585, 3-4=-2418/1435, 4-5=-2219/1375, 5-7=-2828/1675, 7-8=-2219/1375, 8-9=-2418/1435,9-10=-2646/1595 BOT CHORD 2-16=-1359/2377, 14-16=-1460/2743, 12-14=-1464/2743, 10-12=-136312377 WEBS 3-16=-230/295, 4-16=4l lf/81, 5-16=-772/507, 7-12=-77PJ507, 8-12=411/781, 9-12=-230/295 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (envelope) and C-G Extedor(2) -1-0-0 to 2-", Intefior(1) 2-6-0to 9-0.0, Extedor(2) 9-0-0 to 13-.11-0, Intedor(1) 13-11-6 to 26-0-0, Exterior(2) 26-0-0 to 30-11-0. Intefior(1) 30-11-6 to 36-0-0 zone; cantilever left and fight exposed; end vertical left and fight 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 tress 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-M wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 455 Ib uplift at joint 2 and 455 Ib uplift at joint 10. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Walter P. Finn PE No2=19 MiTek USA, Inc. R. Cert66M 6804Parke Ent Blvd. Tampa FL 33B10 Date: February28,2020 Q WARNING-Vedrydeelgnpanmetern.d READNOMONTM MONCLUOEOa KREFERANCEPAGEM1 747umv. 10RUNPISBEFOREUSE. Design valid for use onlywrh Meek® connectors. Tins design Is based only upon parameters shcwo. antl Is for an IncMdual bullding component, not ��- a tnrss system. Before use, me Wlding designer mustverily the applicabWty of design parameters and popery Incorporate this deslgn Into the overall bulldingdeslgn.BroWghdicatedbtopreventbucWhgofhclKddualnasweband/orchardmemb mrs y. Additlonaltemporary and permanembrocing MiTek' Is always recurred for sterility and to prevent collapse with possible personal injury and property damage. For general guidance regarding he fabrication, storage, delivery, erection and bracing of tnssas and tors systems saeAtiaUfPtl Quopx. Crania. D3549 and SCSI BWtlbg Component 6904 Padre East BNd. Safety mfomlatbmvoitoble from Truss Rate Institute, 218 N. Lee Street, sure 31Z No ondda, VA 22314. Tampa, FL M610 Job ON ply T79547163 ASHMERE �Tnssis �Truss`rype T13 HIP GIRDER 1 2 Jab Reference (optional) iduloers rust source, rlam ury, rL-azbaa, a.eau s reo r zuzu ml I ex mausures, Inc. rn reo ea uo:aa:aa zuzu SxB = 5.00 12 3 b 3xe = 2x4 II 34 = 2x4 II axe = 18 19 4 20 21 5 6 22 23 24 7 25 26 a zit ro zr 4v - -w an moo 40 3.6 = 2.4 11 dais = 2x4 II SZB = 2x4 II 3x6 = 5xa = 46 = Scale: 3116'=1' 0 To LOADING (psQ TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip OIL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/rP12014 CSI. TC 0.80 BC 0.75 WB 0.51 Matrix-SH DEFL in (loc) Ndefl L/d Vert(LL) 0.40 14 >999 240 Ved(CT) -0.66 13-14 >621 180 Hoa(CT) 0.15 9 Na n/a PLATES GRIP MT20 2441190 Weight: 325 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structure[ wood sheathing directly applied or 3-7-5 oc puffins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or7-5-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-53(LC 13) Max Uplift 2=-1046(LC 4). 9= 1073(LC 5) Max Gmv 2=2609(LC 1).9=2625(LC 1) FORCES. (lb) -Max Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5774/2316, 3-4=-7519/3135, 4-6---7519/3135, 6-7=-7530/3159, 7-8---7530/3159, 8-9=-5812/2381 BOT CHORD 2-17= 2040/5211, 15-17=-2044/5237, 14-15=-3358/8300, 13-14=-3358/8300, 11-13=-2112/5272,9-11=-2108/5245 WEBS 3-17=-85/640,3-15=-1127/2693,4-15=-595/433, 6-15=-933/381,6-14=0/468, 6-13= 909/353,7-13=-58W427,8-13=-1087/2655,8-11=-84/639 NOTES- (10) 1) 2-ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4 -1 row at 0.9-0 oc. Bottom chords connected as follows: 2x4 - 1 raw 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 CASES) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced root live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and light exposed ; end vertical left and light 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 pat bottom chord live load nonconcunent 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 beating plate capable of withstanding 1046 lb uplift at joint 2 and 1073 lb uplift at joint 9. Walter P. Finn PE No2M UNA USA, Inc. FL Cat6634 6994 Parke EastBNd. Tampa FL 33610 Date: February 28,2020 QWABNMG.Verirydeslgnpammetersand READNOTES ON THIS AND INCLUDEDMDEKBEFERANCEPAGEM 74731nv. 1a012015BEFOBE USE Design valid for use only with MBekg connectors. This design Is based only upon parameters shown and Is for an Individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters antl properly Incarparate this design Into the overall buildingdeslgn. Bracing Indicatetl is to prevent buckling ofintlividual fruss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with posuble personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems seeANSVE ll Quality CMoria, D5549 and BCSI Building Component 6904 Parke East Blvd. Safety Informo6orpvoioble from inns Rate Institute. 218 N. We Street, Suite 312, Alexandria VA 22314. Tampa, R 33610 Job Truss Truss TYPO Oty Ply T19547163 ASHMERE T13 HIP GIRDER - 1 2 Job Reference (optional) Builders First Source, Plant City, FL- 32566. 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 OBAB:39 2020 Page 2 ID:4GhaGgypKgFgB4NGMoMvhfygz2T-kDAgxPLNEZWmNAVVO0k7D1sMo4eZWBV3vp9Ukzgf Ws NOTES- (10) �9) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 124 lb down and 125 lb up at 7-0-0. 105 lb down and 125 lb up at 9-0-12, 105 lb down and 125 lb up at 11-0-12, 105 lb down and 125 lb up at 13-0-12, 1051b down and 125 lb up at 15-0-12, 105 lb down and 125 lb up at 17-0-12, 105 lb down and 125 Ib up at 17-11-4, 105 lb down and 125 lb up at 19-11-4. 1051b down and 1251b up at 21-11-4, 105 lb down and 125 lb up at 23-11-4. and 105111, down and 125 lb up at 25-11-4, and 180 lb down and 2151b up at 28-0-0 on top chord, and 340 lb down and 146 lb up at 7-0-0, 81 lb down at 9-0-12, 81 It, down at 11-0-12, 81 lb down at 13-0-12, 81 lb down at 15-0-12, 81 lb down at 17-0-12, 81 It, down at 17-11-4. 81 lb down at 19-11-4, 81 lb down at 21-11-4, 81 Ito down at 23-11-4. and 81 lb down at 25-11-4, and 340lb down and 146 lb up at 27-114 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-8=-54, 8-10=-S4, 2-9=-20 Concentrated Loads (lb) Vert: 3=-105(B) 5=-105(B) 8=-133(B) 17=-340(B) 11=440(B) 18=-105(B)19=-105(B)20=-105(B)21=105(B)22=-105(B)23— 105(B)24=-105(B)25=-105(B) 26=-105(B) 27=-58(B) 28=-58(B) 29=-58(B) 30=-58(B) 31=-5B(B) 32=-58(B) 33=-58(B) 34=-58(B) 35=-58(B) 36=-58(B) Q WMNWG-Verify Eesignp4remefex4endRF DN07ES ON TNLSANDMCLUDEDMIIEKREFERANCEPAGEMLL74ltlmv. lNaVI015 BEFORE USE Design volld for use only with Mmek® connectors This design is based only upon parameters shown, and is for an Individual buiding component, not a truss system. Before use. Me building designer must verity Me appliccbJity of design parameters and propefly incorcorate Mis design Into Me overall burdlogdeslgn. Bracing Mdicated6topreventbu ingof MdNitluolh=u band/wcbwdmembeaody. AddttlGnal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse WM possible personol lnlury and property damage. For general guidance regarding Me fabrication, storage, dellvery, erection and bracing of trusses end truss systems. seBAN9/IPII Quality CMnla, DSBdg and BCSI Building Component 6904 Petra East BNd. Safety Mformatbrgvallable from Truss Plate MsbMe. 218 N. Lee Sheet. Suite 312. Alexandria. VA 22314. Tampa, FL W610 Job Truss Truss Type my Ply T19547164 ASHMERE V03 Valley 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Feb 72020 MTek Industries, Inc. Fri Feb 28 08:48:432020 Page 1 ID:4GhaGgypK9FgB4NGMoMvhfygz2T-c_OLnnOuHoOCsopHfro3NtOBvhADeE4z%MAdVzgl W o &1-9 6-2-8 a-t-s 3.0.15 2.4 II 2x4 � 2x4 II 2x4 II sae =1:18.5 LOADING (psQ SPACING- 2fiU CSI. DEFL in (loc) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) fits - nta 999 MT20 244/190 TCDL 7.0 Lumber DOL 125 RC 0.12 Vert(CT) Na - nta 999 BCLL 0.0 ' Rep Stress Incr YES We 0.09 Horz(CT) 0.00 4 nta nta BCDL 10.0 Code FBC20171TPI2014 Matrix-P Weight: 22 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (size) 1=6-1-14, 4=6-1-14, 5=6-1-14 Max Horz 1=114(LC 9) Max Uplift 1= 2(LC 8), 4=-36(LC 9), 5=-122(LC 12) Max Gmv 1=64(LC 20), 4=86(LC 1). 5=247(LC 1) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-180/316 Structural wood sheathing drectly applied or 6-0-0 oc pudins, except and verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh h=15N; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extenor(2) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 6-0-12 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 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 truss to bearing plate capable of withstanding 2 lb uplift at joint 1, 36 It, uplift at joint 4 and 122 Ib uplift at joint 5. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Walter P. Fenn PE NaZA39 MTek USA, Inc. FL Ced ISM 6904 Parise Ent Blvd. Tampa FL 33810 Date: February 28,2020 aL WARNING-VereydeslgnpammetersendREAONOTES ON TN/SANOMCLUDEUMREKRUESIL NCEPAGEMIF]4rsmv. IaNYle159EFORE USE. Design valid far use onlywlM Mifek®connecton. This desgn stopped! only upon pmamefers shown, and Is for on Indl rdual bullding component, not a toss system. Before use, the building designer mmlvenly me oppllCObility of design parameters and properly incorporate this design Into ire overall building design. Bracing Indicated is to bucldkg of Individual foss web and/or word members only. Addlllonal temporary and permanent bracing MiTek' prevent Is always reauired for stability and to prevent collapse will posvble personal hJury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of Cusses and muss systems, sasANSVTPil Quality Criteria, DSI1419 and aCSI Building Component 6904 Perlis East BNd. Sofe1Y Informotionwoiioble from Truss Rote Institute. 218 N. bee Street Soo 31Z Alexowdo. VA 22314. Tampa. FL 33610 Job Truss Type Orly Ply T19547165 ASHMERE VO4 �Truss Valley i 1 Job Reference (optional) Builders First Source, Plant Cliy, FL-32566, 9 B241) S FBD I ZUZU MI Iall Industries, Inc. FD rep zd U15:415:b4 zuzu rage T ID:4GhaGgypKgFgB4NGMoMvhfygz2T-o6aV5YXnhAPegU8OofVfKB_Oz7uL)DviVkyS W NzgfWd 2x4 4 2.4 II LOADING (psQ SPACING- 2-M CSI. DEFL. in (too) Well List TCLL 20.0 Plate Grip DOL 1.25 TIC0.42 Vert(LL) Na - We 999 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) Na - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Harz(CT) 0.00 3 n(a nta BCDL 10.0 Code FBC2017/FP12014 Malri%-P LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=4-1-14, 3=4-1-14 Max Horz 1=71(LC 9) Max Uplift 1=-42(LC 12), 3=-54(LC 12) Max Gray 1=122(LC 1), 3=122(LC 1) FORCES. (lb) - Max. CompurMa t. Ten. -All forces 250 (Ib) or less except when shown. 2 3 Scale-1:11.5 PLATES GRIP MT20 2441190 Weight: 131b FT=20% Structural wood sheathing directly applied or 4-2-8 oc pudins, except end ver8cals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsi h=15ft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-9-1 to 3-9-1, Interior(1) 3.9-1 to 4-0-12 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 2) Gable requires continuous bottom chord bearing. 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 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 hearing plate capabla of withstanding 421b uplift at joint 1 and 541b uplift at joint 3. 6) *This manufactured product is designed as an individualbuilding component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Walter P. Fmn PE No32839 MTek USA, Inc. FL Cad 6634 6906 Parke East BNd.Tampa FL 33910 Data: February 28,2020 AWABNING- VerilydoegnpammetemmdRE DNOTESONMSAND&CLUDEDMTIEKBEFENANCEPAGEMU24mmx IGOO2015BEFONEUSE Design valid for use only with MgelsW Connectors. This design h based only upon parameters shown, and Is for an IndNltlual building component, not a hu%"am. Before use, the building designer must venry Me applicability of design local and properly Incorporate ibis design Into fie overall building design. &acing indicated Is to prevent bucddig of Individual Tres web antllor chord members only. Additional temporary and permanent bracing MiTek- Is always required for stabllify, and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and brodng of trusses and truss systems, weANSOrPII Qualm/ CmnW. DSB49 and SCSI Bull Camponmt 69N Nita East Bind, Safety InfommlbrGvoilable from Truss Rate Insfil 218 N. We Shoat Suite 312, Nexandno, VA 22314. Tempe, FL W610 Job Truss Truss Type Oty Ply T19547166 ASHMERE V05 Valley 1 I1 Job Reference o dorsal Builders First Source, Plam City, FL-3255b, 2x4 i 6.246 i rub 7 2626 m,. en ind.iiiu., in, F.; reu co GG.-w..so cvc„ r ae= ID:4GhaGgypKgFgB4NGMoMvhfygz2T-gtgOwvall Pv495S91 VZbUI 8oaklCel uHGMwtl8zgf W Z 5x6 =2 Seale =1:7.4 Plate Offsets (X Y)— 12:G-1-12 0-0-12] (2:0-10-15 0-2-0I f3:G-1-12 0-0-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) Na - Na 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a - Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 Na Na BCDL 10.0 Code FBC2017/TP12014 Matdx-P Weight: 6lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-2-8 oc pudins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-01 oc bracing. REACTIONS. (size) 1=2-1-14, 3=2-1-14 Max Horz 1=28(LC 11) Max Uplift 1=-17(LC 12), 3=-21(LC 12) Max Grow 1=48(LC 1). 3=48(LC 1) FORCES. fib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL--3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) 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 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 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. 5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 17 lb uplift at joint 1 and 21 lb uplift at joint 3. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Waller P. Finn PE No=S19 liti USA, Inc, FL Clut GSM 6904 Parke EntBNd. Tampa FL 33810 Date: February 28,2020 QWARNWG-VedlydeslgAparemefersend REAONOTES ON TN/SANDWCLUDEDMOEKREFERANCE PAGE W7423.V.. 1aV3s?0f56EFORE USE. Design valid for use only with Meek® connectors. Tnb design Is based only upon parameters shown and b for an Individual building component, not �'- a truss system. Before use. the building designer must verify the applicability of design parameters am property Incorporate this; design Into Me overall building design. Bracing Indicated b to prevent buckling of Individual truss web and/or chord members only. Addltlonal temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse win possible personal Mil and property damage. For general guidance regarding Me fabrication, storage, delivery, erection and brocksg of trusses and truss systems WeANSUIPII GualM criteria, DSIII and BC31 Balding Component 69M PeAe East Blvd. Safety mformalbrnvalable from Truss Plate Immune. 218 N. Lee Sheet Suite 312 Maxondria, VA 22314. Tampa, FL M610 Symbols PLATE LOCATION AND ORIENTATION 3z Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth, 0 Mg. �For�4 x 2 orientation, locate paes 0-1491 from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location detalls available in Mffek 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 I IF Indicated by symbol shown and/or by text In the bracing section of The output. Use T or I bracing If indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section Indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards ANSIITP11: 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 6-48 I dimensions shown Inftc sixteenths t s (Drawings not to scale) 0 c O U U 0- 0 r- JOINTS ARE GENERALLY NUMBEREDAETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT, CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSAETTERS. PRODUCT CODE APPROVALS [CC -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/FPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MITek® All Rights Reserved that mi" MiTeke Mfrek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 A 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 SCSI. 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. 6. 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 locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/IPI 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. Comber is a nor -structural consideration and is the responsibility of truss fabricator. General practice is to comber 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 celling is Installed, unless otherwise noted. 1 S. Connections not shown are the responsibllity, of others. 16. Do not cut 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 plctures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Packaged by MiTek.Engineering202O.TransferCenterPlugin 8.2.4.272 Sent by Terry Gring (tgring) Sent on: 2/28/2020 8:47:31 AM Copyright ? 1992-2020. MiTek Holdings, Inc. All Rights Reserved For Account Number mi1237 Name Terry Gring Company Builders First Source Address 1602Industrial Park Dr City Plant City, FL - 32566, Telephone # 813-759-5922 Fax# 813-752-1532 Number of copies=4 Ema'il=terry.gdng@bldr.com Delivery methods=lntemet,Ovemight Total number of copies=8 Name Jon Kolbe Company K. Hovnanian Companies,LLC. Addressl 3601 Quantum Boulevard Address2 City Boynton Beach, Florida - 33426, Telephone # 561-284-9352 Fax # Number of copies--4 Delivery methods=Mail States=FL [Addressl] Number of copies=4 CoverLetterCopies=l [Address2] Number of copies--4 CoverLetterCopies=4 <TRERetumPathl> Jobs Section 1, '\ASHMERE' ------------ Job type=Seals Reference.(P number)=T19547145 6q 2 K 7 FiT, l,,uclo C9Yntyr pnfmittlnq Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: ASHMERE - MiTek USA, Inc. Site Information: 6904 Padre East Blvd. Customer Info: K Hovnanian Homes Project Name: WS0056 Model: Ashmere-ATampa, FL33610-4115 Lot/Block: 56 Subdivision: Waterstone Address: 5217 Armina Place,. City: Fort Pierce 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: FBC2017/TP12014 Design Program: MiTek 20120 8.2 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 22 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. Seal# Truss Name Date 1 T19547145 CA 2/28/f 2 T19547146 CJ3 2/28/f 3 T19547147 CJ5 2/28/, 4 T19547148 ER 2/28/i 5 T19547149 HJ7 2/28/, 6 T19547150 T01 2/28/i 7 T19547151 T02 2/28/, 8 T19547152 T03 2/28/f 9 T19547153 T04 2/28/, 10 T19547154 T05 2/284 11 T19547155 T06 2/28/, 12 T19547156 T07 2/28/, 13 T19547157 T08 2/28/, 14 T19547158 T09 2/28/f 15 T19547159 T10 2/28/, 16 T19547160 T11 2/28/2 17 T19547161 T11A 2/28/, 18 T19547162 T12 2/2M 19 T19547163 T13 2/281, 20 T19547164 V03 2/28/, 21 T19547165 VO4 2/28/, 22 T19547166 V05 2/28/, 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, 2021. IMPORTANT NOTE: The seal an these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSVTPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project speck information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verity applicability of design parameters and properly incorporate these designs into the overall building design per ANSVTPI 1, Chapter 2. L No 22839 3: STATE OF T i�F' •: p R t O,P �j� ���� •,�S'S��NA� �r1,�p Walter P. Finn PE No.2=9 MI)'ek USA, Inc. R.Oert 6634 6904 Parke East Blvd. Tampa R. 33610 Date: February 28,2020 Finn, Walter 1 of 1 Jab Truss Truss Type r G11' Ply T19547145 ASHMERE CAComer Jack 10 1 Job Reference o 9onal Builders First Source, Plant City, FL - 32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fn Feb 28 08:48:02 2D2U Page 1 ID:4GhaGgypKgFgB4NGMoMvhtygz2TJ5RrAmvAxCsORUAOIkZSDDqBy9BKXi12YfMihOzgfXR 2x4 = ST1.5x8 STP = Scale =1:6.5 Plate Offsets (X Y)-- [2:0-1-14 0-0-10] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0,00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.01 Vert(CT) -0.00 2 >999 180 BCLL 0.0 ' Rep Stress Incr YES INS 0.00 Horz(CT) -0.00 3 n/a rda BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 5111 FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2K4 SP N0.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=34(LC 8) Max Uplift 3=-e(LC 1), 2=-83(LC 8) Max Gmv 3=17(LC 8), 2=125(LC 1), 4=18(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 1-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-" oc bmcing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpj=0.18; MW FRS (envelope) and C-C Exter or(2) zone; cantilever left and right exposed ; end vertical left and right elglosed;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 anyotherlive 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 Imes to bearing plate capable of withstanding 100lb uplift at joint(s) 3, 2. 6)'This manufactured product is designed as an individualbuilding component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Walter P. Finn PE No22839 NTek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 O WARNING- Verity deslgnperemerersend READ NOTES ON TN/SAND WCLUDED MITEKREFERANCEPAGENIs7473 rev. 1QUTA2015BEFORE USE Design valid for use only with MBekieconnecars, lhls design Is based only upon parameters shown, and Is for on Individual building component, not a hua system. Before use, the Whaling designer must verify the applicability of design parameters and property incorporate this design Into the overall building tleslgn. Bracing Indicated is to prevent buckling of lncilvlduaRmss 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 the fobMatlon. storage, delivery, erection and brocing of trusses and truss systems seeANSVIPII Quality Criteria, DS5.89 and SCSI Building Component 6904 Parke East Bind. Safety Intoanationavai stele from Truss Plate Insfllute, 218 N. Lee Street. Suite 312, Alexondrlo, VA 22314, Tampa, FL 33610 Job Truss I Oty Ply T19547146 ASHMERE �Truss`rype CJ3 Comer Jack 10 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 08:48:03 2D20 2x4 = 1ST1.5,,8 STP= 3.0-0 M-D i Scale=1:10.8 Plate Offsets (X,Y)-- f2:0-1-14,0-0-101 LOADING (psi) SPACING- 2-0-0 CSL DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP@014 Matrix-P Weight: 11 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4--Mechanical Max Horz 2=68(LC 12) Max Uplift 3=-49(LC 12), 2=-88(LC 8) Max Gmv 3=52(LC 1). 2=1 B7(LC 1), 4=52(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 oc puriins. SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psF BCDL--3.Opsf; h=15ff; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-M to 2-M. Interior(1) 2-0-0 to 2-11-4 zone; cantilever left and right exposed ;end vertical left and right exposed;C-C for members and forces & MI 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 20.0psf 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 lb uplift at joint(s) 3, 2. 6) °This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Walter P. Fmn PE No22939 fdrTek USA, Inc FL Cedfi634 6904 Parke Ent Blvd. Tampa FL 33810 Date: February 28,2020 ,&WARNING-Vedrydeslya Paremehv..dREAONOTES ON TNLSANO INCLUDED aUTEKREFERANCEPAGEMlF74Tarev, lNDaRpra BEFORE USE Design valid for use only with MBek49connectors. Tills design abased only upon parameters shown, and Is for on Individual burring component, not a truss Mtem. Before use. the Watling designer must verity me appllcabaily of design parameters and propedy Incorporate this design Into the overall boding design&acing indicated a to prevent budding of Individual liras web and/or Chord members only. Additional temporary and permanent bracing MiTek' Is always required for slolorily, and to prevent collapse with possible personal Injury and propeM damage. For generol guidance regarding the fabrication, storage, doWery, election and bracing of teases and teas systems. seeANSVWII Quality Criteria, OS049 and BCSI Bu3dklp Component 69U Palle East BNd. Safety kdomialbnovallable from Truss Rote Institute. 218 N. Lee Street. Sune 312, A rivandna, VA 22314. Tempa, FL M610 Job Truss Truss Type city Ply T19547147 ASHMERE CJ5 Comar Jack 10 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 2x4 = ST1.5x8 STP= 6.24U s heb 7 2U2U MI I eK Vqustnes, Inc. Fin Feb 26 U6:46:U4 2U2U Page 1 ID:4GhaGgypKgFgB4NGMoMvhfygz2T-FUZcbSwOTp6ktaKnt9bwlevNBznB?cXL7zrolGzgfXP Scale=1:15.8 Plate Offsets QX Y)— f2:0-1-14 0-0-101 LOADING (psf) SPACING- 2-M CSI. DEFL in (too) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Ved(CT) -0.06 2-4 >952 180 BCLL 0.0 Rep Stress Incr YES W B 0.00 Hom(CT) -0.00 3 n/a rda BCDL 10.0 Code FBC2017/rP12014 Matdx-P Weight: 17 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=104(LC 12) Max Uplift 3=-95(LC 12), 2=-93(LC 8) Max Grav 3=114(LC 1). 2=253(LC 1), 4=92(LC 3) FORCES. (Ib) - Max. CompJMax. Ten. -AP forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; Mi (envelope) and C-C Exterior(2) -1-M to 2-M, Intenor(1) 2-0-0 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and fames & 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 joints) 3, 2. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Walter P. Finn PE No.22839 fdTek USA, Inc. FL Cad 6634 6904 Parke Ent Blvd. Tampa FL 33610 Data: February 28,2020 Q WANNWG-Ved/ydeegnpvemetereand REAONOTES ON TNISANOINCLUOEOMNEKREFENANCEPAGEM*74nmv, lalla f5 BEFORE USE. Design valid for use only win Mi connectors. Me design Is bmed only upon parameters shown, and Is for an IndMtlual building component, not a truss system. Before use. the building designer must verily me opplicabaily of design parameters and properly Incorporate this design Into the overall buJtlIng design. Bracing Indicated 6 to prevent buctlIng of InOMducl truss web and/ar chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible pawnor Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems seeANSUfPiI QuaT Criteria, DSB49 and SCSI Building Component 69M Parer East Blvd. Safety Infoenatlonavotable from Truss Rns9 Plate Itule. 218 N. lee Street, Suite 312 Alexandria. VA 22114. Tampa, FL W610 Job Truss Tess Type City Ply T19547148 ASHMERE EJ7 Jack -Open 21 1 �JobReference(optional) Builders First Source, Plam City, FL-32566. 3x4 = STI.SxB STP = 6.24U S Feb if 2U2U MI I eK Inaustne9, Inc. rn veD 25 UMAMUb aUZU rage 1 ID:4GhaGgypKgFgB4NGMoMvhfygz2T-kg7 on#E7EblyvzFlt7gmSZfN61&3nUEdaMlizgfXO Scale =1:19.8 Plate Offsets (X,Y)— f2:0-0-10Edae1 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.11 24 >741 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.48 Verl -0.18 2-4 >431 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 HOR(GT) -0.00 3 We n/a BCDL 10.0 Code FBC2017lTPI2014 Matdx-SH Weight: 23 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=10echanical, 2=0-8-0, 4--Mechanical Max Horz 2=140(LC 12) Max Uplift 3=-120(LC 12). 2— 106(LC 12) Max Grav 3=159(LC 1). 2=324(LC 1), 4=121(LC 3) FORCES. (Ila) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-" oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst; BCDL--3.Opst h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0. Interior(1) 2-0-0 to 6-11-4 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 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 an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 01=11b) 3=120, 2=106. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Waller P. Fran PE 1102=19 M1Tek USA, Ina FL Ced 6634 SSU Parke Fast BNd Tampa FL 33810 Date: February28,2020 Q WARNING -Verity deelgn parameters and READ NOTES ON MIS AND INCLUDED MREKREFEr NCEPAGE ANP74e3 rev. 10NA'U2015 BEFORE USE Design valid for use only witn MeekO connectors. This design Is based only upon parameters shown and Is for an IndMdual building component, not ��- a truss system. Before use, me building designer must verify the applicability of design parameters and properly Incorporate this design Into me overall building design. Bracing Indicated is to bucNing of Individual Rus web and/or chord members only. Additional temporary and permanent bracing MiTek- prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and fray systems seeANSVrPR Quality Criteria, DSB49 and BCSI Buatlklg Component 6904 Parke East BNd. Safety blfaenatbrravailable from Truss Rate Institute. 218 N. Lee Sheet Safe 312 Alexandria. VA 22314. Tempe, FL 33610 Job Truss Truss Type IGty Ply T79547149 ASHMERE HJ7 Diagonal Hip Girder 5 1 Job Reference o OorW Builders First Source, Plant City, FL- 32566, 8.240 s Feb 7 2020 MI I eK Industries, Inc. rn Feb e8 08:48:07 21321) rage 1 ID:4GhaGgypK9FgB4NGMoMvhfygz2T-93FkDTzlmkUJYF2MY19dwHKOjAoiCv1 rdx3TMbzgfAM -1-s-D 5.8.1 9-10-1 1 1-5-0 I 5.9-I 41-15 Seale=1:20.6 2x4 = _..., b 3x4 = 68-1 14-1-15 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) Udefl -1d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vertl-L) -0.02 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.05 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WE 0.27 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Mardi Weight: 40 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.3 REACTIONS. (size) 4=Mechanical, 2=0-1D-15, 5=Mechanical Max Horz2=151(LC 4) Max Uplift 4=-87(LC 4), 2=-176(LC 4), 5=-118(18) Max Grav 4=104(LC 1), 2=445(LC 1).5=31 O(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -All fames 250 (lb) or less except when shaven. TOP CHORD 2-3= 714/243 BOT CHORD 2-7=-308/652, 6-7=308/652 WEBS 3-6=-713/337,3-7=0/290 Structural wood sheathing directly applied or 6-0-0 oc puffins. Rigid ceiling directly applied or 1 OF" oc bracing. NOTES- (8) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical 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 chard 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-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) 4 except Qt=lb) 2=176, 5=118. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 80 lb down and 851b up at 14-15, 80lb down and 851b up at 1-4-15, 29 lb down and 43 lb up at 4-2-15, 29 lb down and 43 lb up at 4-2-15, and 55 It, down and 100 Ib up at 7-0-14. and 55 lb down and 1001b up at 7-0-14 on top chord, and 1 Ib down at 14-15, 1 lb down at 14-15, 18lb down at 4-2-15, 18lb down at 4-2-15, and 38 lb down at 7-0-14, and 381b down at 7-0-14 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pis) Vert: 14=-54, 2-5=-20 Concentrated Loads (lb) Vert: 8=44(F=22, B=22) 10=-75(F=-38, B=313) 13=-36(F=-18, B=-18) Walter P. Finn PE N0.22639 MTek USA, Ine. FL Ceii 69H Parke Ent Blvd. Tampa FL 33610 Date: February 28,2020 QWANNING-Verity Eeslgnperemelersand BEAONOTES ON nfXAN0INCLUOEOMr7EKBEFEBANLEPAGEMII-747are1 ldro.'Y2015BEFONE USE Design valid for use only with MOekO connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not �'- a truss syslem. Before use, me building designer must verity the appricobeity of design parameters and property (reoperate the design Into the overall b bucNhg BidMdual truss Additional temporary and bracng MiTek' building design. Bracing Indicated M prevent of web and/or chard members only. permanent Is always required for stab0ity and to prevent collapse wlm possible pononal Injury and property damage. For general guidance regarding me fobricallom storage. delivery, erection and bracing of Inases and truss systems seeANSVrPII Quality Creases. DSM9 and BCSI Balding Component 22314. 691 Parke East Blvd. Tampa. FL W610 SafNy 1nfolmallm a,crabie from Truss Rate Institute, 218 N. Lee Street. Suite 312 AMoondria. VA Job Truss Truss Type Cry Ply T79547150 ASHMERE T01 Hip Giber 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fn Feb 28 08:4B:OB 2020 ExB = 10 46 = Seale=1:34.0 ST1.6x0 STIR = 20 II 4x8 = 3x4 = ST1.SxB STP = «de 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 FBC20177rP12014 CS1. TC 0.97 BC 0.85 W B 0.24 Matrix-SH DEFL. in Vert(LL) 0.11 Vert(CT) -0.19 Horz(CT) 0.07 (loc) Well Ud 2-9 >999 240 2-9 >999 180 5 n/a n/a PLATES MT20 Weight: 76 lb LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied. 3-4: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied ors-11-11 Go bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. ' (size) 2=0-8-0, 5=0-8-0 Max Hom 2=53(LC 12) Max Uplift 2=-543(LC 8), 5=-555(LC 9) Max Grav 2=1344(LC 1), 5=1356(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-2661/1052, 3-4=-2420/1042, 4-5=-2692/1082 BOT CHORD 2-9=-926/2368, 7-9=-929/2393, 5-7=-924/2396 WEBS 3-9= 64/622,4-7— 50/617 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed: end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent Water panding. 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 truss to bearing plate capable of withstanding 100 It, uplift at joint(s) except Qt=lb) 2=543, 5=555. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1241b down and 125 Its up at 7-0-0, 105 lb down and 125 lb up at 9-0-12. and 105 Ib down and 125 lb up at 9-7-4, and 2001b down and 234 lb up at 11-8-0 on top chord, and 3201b down and 130 Ib up at 7-M. 81 lb down at 9-0-12, and 81 lb down at 9-7-4, and 320 Ib down and 130 Ib up at 11-7-4 on bottom chord. The design/selection of such connection devices) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back(B). 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plq Vert: 1-3=-54, 3-4— 54, 4-6=-S4, 2-5=-20 3x6 = GRIP 244/190 FT=20% Waller P. Finn PE NoIU39 MTek USA Inc. FL Cell 669 6904 Parke EastBfvd. Tampa FL33610 Date: February 28,2020 AWARNING -VerlrydesignpavamefersandREADNOTESONTNISANDDICLUDEDM REFFAANCEPAGEM&74 mmlBN.9I1015BEFORE USE Design valid for use only W M Mf e4® connectors. This design Is bated only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify Me oppliccbaity, of design parometers and propedy Incorporate MN design Into Me overall bulldingdesign. Bracing Indicated Is tobucWmgofirxfrvidualtruss web and/or chard members only. Additional temporary and pe0nanentbrocing MiTek' prevent is always required for stablity and to prevent collapse win possible personal Injury and properly damage. For general guldonce regarding the fabrication storage, delivery. erection and bracing of trusses and truss systems, weANSXMII Guaier CRede, DS549 and BCSI Building Component 22314. 6904 Parke East Blvd. Tampa, FL M610 Safely Nlonnafbmvoloble from Tnrss Plate Institute, 218 N. Lee Street, Suite 312 Alexandria, VA Job Truss Truss Type City Ply T19547150 ASHMERE Tot Hip Girder 1 1 Job Reference o banal Builders First Source, Planl City, FL- 32566, 8.240 a Feb 7 2020 MiTek Industries, Inc. Fd Feb 28 08:48:09 2020 Page 2 ID:4GhaGgypKgFgB4NGMoMvhfygz2T- SMVe9 ZILklnZCkgiB54icBa_Nvgp349EYZRUzgfXK LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=-105(F) 4=-153(F) 8=-115(F) 9--320(F) 7=-320(F)10=-105(F) 11=-105(F) OWARNING-Vedfydeegnperamelersand RE DNOTESONTN MDMCLUDEDMREKREFERANLEPAGEM270TJrev. 1bU34a158EFOREUSE Design volid for use only with MgeL®connectors. This design h based only upon parameters shown, and is for anh itlual building component,not a huss system. Before use. the building designor must verity the applicabtiity of design parameters and properly Incorporate this design Into Me overall building design. Bracing Indicated is to prevent buciding of 1ptlMtlual Mass web and/or chord members only. Additional temporary and permanent bracing MiTek' 8 always required for stabOy and to prevent collapse with possible personal injury and property damage. For general guldonce regarding the fob1I=rs. storage, delNery, erection and bracing of masses and i systems, seeANSUIPII Cua1Bv CR�do, DSM9 and SCSI Building Component 69M Pahl East BNd. Safely InfolmplbrwaHoble from Truss Plate Institute, 218 N. Lee Street. Suite 31Z Alexandria. VA 22 14. Tampa. FL 33610 Job Teas Teas Type OtY Ply T19547151 ASHMERE T02 Common 1 1 Job Reference o tianal Builders First Source, Plant City, FL-32566. 8.240 a Feb 7 2020 Mrrek Industries, Inc. Fri Feb 28 08:48:09 2020 i1 3x4 i 46 = sm = 3x4 Scale=1:33.9 ]g Plate Offsets (X,Y)-- 12:0-0-0,0-1-81,16:0-3-0,0-1-81, 18:0-4-0,0-3-01 LOADING (psf) SPACING- 2-M CSI. DEFL in (loc) Wall L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.13 2-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.27 2-8 >792 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(CT) 0.03 6 Na We BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Weight: 79 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0.8-0, 6=0-8-0 Max Herz 2=-69(LC 13) Max Uplift 2= 253(LC 12), 6=-253(LC 13) Max Gray 2=738(LC 1), 6=738(LC 1) FORCES. (Ila) -Max CompJMax. Ten- -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1176/683, 3-0=-916/542, 4-5=-916/542, 5E=-1176/683 BOT CHORD 2-8=-534/1037, 6-8=-540/1037 WEBS 4-8=--270/546, 5-8=-302/316, 3-8=-302/316 BRACING - TOP CHORD Structural wood sheathing directly applied or4-10-7 oc pudins. BOT CHORD Rigid ceiling directly applied or7-11-2 do bracing. NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=120mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0.0 to 2-". Intedor(1) 2-0-0 to 94-0, Extedor(2) 9-4-0 to 13-6-15, Intedor(l) 13-6-15 to 19-8-0zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) This truss has been designed for a 10.0 lost bottom chord live load nonconcurranl 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 lb uplift at joint(s) except (jt=1b) 2=253, 6=253. 6) "This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WalterP. Finn PE No22839 Wrek USA, Ina FL Ced 6634 6304 Parke East BNa Tampa FL 33910 Oats: February 28,2020 Q WANNMG- Vedfyd.slgnpardmete..d RE DNOFESONTifISANDWCLUDEDMREKFEFENANCEPAGEM74".V. fa=itil50EFONEUSE. Design valid formoonlywith VIM10connectors. Thisdesign hbased onlyuponpommeters shown, and [star an IndMdual building component not a truss system. Before use, the building dwigner musiverl/y Me applicability of dangn porcmetersand properly incorporate this design Into me overall culding design. Bracing indicated is to prevent budding of In Wuol truss web andfor chord members only. Additional temporary and permanent bracing Mffek' Is always required for stability and to Prevent collapse win possible personal injury and properly damage. For general g0donae regarding Me fabrlcaflon storage, delivery, erection and bracing of trusses anal truss systems, seeAtinswil Qu Cd19da. DSB49 and BCSI Balding Component Safety Informatbrpvaloble from Truss Plate Instil 218 N. We Street Suite 312 Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL W610 Job Truss Truss Type Qty Ply 547152 ASHMERE T03 Common 1 1 �J.bR.ftenceoptional)7 Builders First Source, Plant City, FL-32566, Feb 7 2020 MI I am Industries, Inc. Fn Fee Zu uu;4a:11 zvzu rage 1 4x6 = am = 3x4 3x4 Scale=1:33.3 �d Plate Offsets KY)— [2.0-3-00-1-81 16:0-3-00-1-8] [8:0-4-00-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdetl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.13 2-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.27 2-8 >792 ISO BCLL 0.0 ' Rep Stress Incr YES WS 0.21 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC20177rPI2014 Matrix-SH Weight: 791b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Ho¢ 2=-69(LC 13) Max Uplift 2= 253(LC 12). 6=-253(LC 13) Max Grav 2=738(LC 1), 6=738(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-0_ 1176/645, 3-4=-916/520, 4-5=-916/520, 5.6=-1176/645 BOTCHORD 2-8=A89/1037,6-8=-506/1037 WEBS 4-8=-253/546,5-8=-302/266,3-8=-302/286 BRACING - TOP CHORD Structural wood sheathing direcdy applied or 4-10-7 oc puffins. BOTCHORD Rigid ceiling directly applied or 8-2-4 oc bracing. NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDLr4.2pst BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 2-0-0, Intedor(1) 2-0-0 to 9-4-0, Extedor(2) 94-0 to 12-4-0, Interior(l) 12-4-0 to 19-8-0 zone; cantilever left and right exposed ; end vertical 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 par bottom chord live load nonconcunent 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 (jt=lb) 2=253, 6=253. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Walter P. Finn PE No22839 ligrek USA, Ind. FL Cert 6834 6904Parke East Blvd. Tampa FL 33810 Data: February 28,2020 Q WARNING-Vetltydeegn0✓rrametemanOREADNOTESONTNISANDWCLUDWMREKREFERANCEPAGEM674n.re. 1ON12P158EF0REUSE- Design valid for use onlywnh MBek®Conneclors.1he designis based only upon parameters shown, and B far on IndNiduai building component not o farss system. Before use, the building designer must verify the applbablily, of design parameters and properly Incorporate this design Into the overall buildingdesign. &acing indicatedbtoprevent bucklirigofindividualbass web and/or chord members only. Addiflonaltemporaryandpermanentbrachg MiTek' a always required for stability and to prevent calopse with pos9ble personal ln7ery and property damage. For general guidance regarding the fabrlcatlon. storage, delivery, erection and broG g of trusses and bus 1Bv ss systemseeANSVrFI1 CuaCMeM. DSB-59 and IIC51 Building Component Safety Informatbrpvailable from Thus Role Institute, 218 N. We Street Suite 312 Alexondrio, VA 22314. Parke East Blvd.p Tampa, FL East O P Job Truss Truss Type Gty Ply T19547153 ASHMERE T04 Common 4 1 Job Reference (optional) Builders First Source, Plate City, FL-32566, 8.240 s Feb 7 2020 MiTek Industries. Inc. Fri Feb 28 08A8:12 2020 416 = 5.8 = STI.5x8 STP = Scale=1:33.2 �d 3x4 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.13 1-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.28 1-7 >779 160 BCLL 0.0 ' Rep Stress [nor YES WB 0.21 Hom(CT) 0.03 5 We n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight; 77 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Stmctural wood sheathing directly applied or 4-8-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or7-10-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-6-0, 5=0-8-0 Mix Hom 1=-76(LC 17) Max Uplift 1=-217(LC 12), 5=-254(LC 13) Max Grav 1=663(LC 1). 5=741(LC 1) FORCES. (lb) - Max. Comp./Max Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2= 1190/685, 2-3=-924/550, 3-4=-923/533, 4-5=-1184/671 BOT CHORD 1-7=525/1052, 5-7=-529/1044 WEBS 3-7= 285/555, 4-7=302/285, 2-7=-312J293 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15N; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Eldedor(2) 0-4-0 to 3-4-0. Intedor(1) 3-4-0 to 9-4-0, Exterior(2) 9-4-0 to 12-4-0, Interior(1) 12-4-0 to 19-8-0 zone; canilever 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) This truss has been designed for a 10.0 Oaf bottom chord live load nonconcunent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf onthe 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 Muss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=217, 5=254. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WalterP. Finn PE No228,M M'Tek USA, Inc. FL Cad 6634 69U Picks Fast Blvd. Tampa FL 33610 Data: February 28,2020 QWARNING-Verify AeslgnpmameWrs.dREADNOTE30N 1R MDWCLUDEDMREKREFERANCE➢AGEM 74nJre 1e10i2815BEFORE USE. Design valltl for use only with MBekliconnectors. this design is based only upon parameters shown, and Is for an lndNWual building component, not �r ■■ a Musssystem. Before use, the binding deslgnar mustverify Me cpplkab68y of design parameters and properly Incorporate the design Into Me overall building design. arocing lydicoted b to prevent bucld'ng of Individual truss web and/or chord members only. Additional temporary and permanent bracing We[( is always required for stabllty and to prevent collapse wiM possible personal lnhuy and properly damage. For geneml guldonce regarding Me fcbrlcaflon, storage, delivery, erection and bracing of trusses antl buss systems, seeAN3firnsI QUWtr Criteria. 03949 and BCSI Building Component 6904 Parke East Blvd. Barely Informotionavarable from Truss Rate Institute. 218 N. Lee Sheet Suite 312. Alexandria. VA 22314. Tampa, FL WB10 Job Toss Truss Type Oty Ply TI9547154 ASHMERE T05 Roof Special Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 6.240 s Feb 7 2020 MiTek Industries, Inc. Fit Feb 28 08:48:16 2020 Page 1 ID:4GhaGgypKgF9B4NGMoMvhfygx2T-voHB6Y4yeVdl7eE4ahpknAPRJoo4pvl6mglRBazgfXD 1-0-0 ]-0-0 1 i1-0-0 112.5-51 168-0 17_10_111 234-0 zs-e-0 I 29-0-6 30-0-2 asn0 a80-0 -0- ]-0-0 4-0-0 1-5-5 4-2-1t 52-11 5-5-5 2.4.0 34-6 11-1 d41-14 Scale=1:66.0 4x6 = c tin i 5x8 2x4 II Sx8 = 4x6 = 7 d d 3x4 = 20 11 xv 15 . ST1.Sx8 STP = exit = 3x8 = 3x4 STI.5xB STIR = 2x411 3x6 = 3x12 MT20HS = 114-0 ]-0O 1peU 1111U ta-1W i660 1)AW 23Ce I 258-0 1 2986 35L0 ]DO ill M adD Bd0 24U 3R: till-% Plate Offsets(X,Y)— [3:0-5-120-2-8115.0-2-80-3-4] [9:0-3-00-1-81 [720-2-120-3-01 [14.0-2-0Od-81 LOADING (PSO SPACING- 2-M CSI. DEFL in (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.16 9-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.33 9-11 >656 180 MT20HS 187/143 SCLL 0.0 ' Rep Stress Incr NO WB 0.54 Hoa(CT) 0.01 9 n/a r✓a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH - Weight: 1681b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-15 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except (jt=length) 15=5-0-0, 15=5-0-0. (lb) - Max Hoe 2=69(LC 27) Max Uplift All uplift 100 Ib or less at joints) except 2=-209(LC 8), 9=-246(LC 28), 15=-675(LC 8), 13=-397(LC 8) Max Gmv All reactions 2501b or less at joint(s) except 2=527(LC 19), 9=650(LC 1), 15=1385(LC 19), 15=1360(LC 1), 13=1084(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-640/227, 3-4=-131/448, 4-5=-131/448, 5-6=-622/279, 6-7=-668/277, 7-8=-687/264, 8-9=-956/370 BOT CHORD 2-16=-188/517, 15-16=-189/543, 1345=-417/180, 12-13=-417/180, 11-12=-194/622, 9-11=-262/837 WEBS 3-16=-94/599, 6-12=-430/160,7-11=-149/390, e-11=-312/224,4-15=-535/399, 5-13=-941/434, 3-15=-11981489, 5-12=-330/1137 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18: MW FRS (envelope); cantilever left and right exposed ; end vertical left and fight exposed; 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 fora 10.0 last 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 chard and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 209 lb uplift at joint 2, 246 lb uplift at joint 9, 6751b uplift at joint 15 and 397 lb uplift atjoint 13. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 145 lb down and 125 lb up at 7-0-0, 145 lb down and 125 lb up at 9-0-12, 145 lb down and 125 lb up at 11-0-12, and 145 lb down and 125 lb up at 13-0-12, and 145 It, down and 125111, up at 15-0-12 on top chord, and 3401b down and 146111 up at 7-0-0, and 81 Ib down at 9-0-12 an bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard Walti rls. Finn PE No72839 NITek USA, Ina FL Cad 6634 6904 Parke East Bid. Tampa FL 33810 Date: February 28,2020 Q WARNING- Vedlydeslgn paremefvrandWDNOTES ONTRISAND N'CLUDEDMNEKREFERi1NCEPAGEW74n rev, IWWO15 BEFORE USE. • Design valid for use only with MOelND connectors. This design is based only upon parameters shown and is for an lncMdual bulding component not a hum system. Before use, the bulding designer must vedy the applicability of design Parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buciding of individual tram web and/or chord members only. Additional temporary and permanent bracing MiTek- isalways required for stability and to prevent collapse Win pamMle personal injury and property damage. For general guidance regarding Ma fabrication storage. delivery. erection and bracing of tomes chat truss systems WeANSVI9I1 QuaBM CrBaM, D68-09 and II I Building Component B East Ntl. 6906 Patica East B Sabty Wormatbrnvailable from Truss Rate InttiMe, 218 N. Lee Sheet. Suite 312, Alexdndrla VA 22314. Tampa, FL P Job Truss Tess Type Oty Ply T79547154 ASHMERE T05 Roof Special Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 s Feb 7 2020 MiTek Industries, Ina. Fri Feb 28 OB:48:16 2020 Page 2 ID:4GhaGgypK9FgB4NGMOMvhfygz2T-voH86Y4yeVdl7eE4ahpknAPRloo4pv16mglRBazgfXD LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pli) Vert: 1-3=-54, 3-6=-54, 6-7=-54, 7-10=-64, 2-9=-20 Concentrated Loads (Ib) Vert:3=-105(F) 16=-340(F) 4=-105(F) 17=105(F) 18=-105(F) 19=-105(F) 20=-5e(F) A WARNING - Vm1Iy des19n pemmet s. end HEAD NOMS ON MIS AND 6VCLUDEO MNEK REFFBANCE PAGE M67473 rev. IG US20I6 BEFORE USE Design volld for use only with MlfekO connectors. This design is based only upon parameters shown, and Is for an individual building component. not a tnss system. Before use, the bundling designer must verify the applicability, of design parameters and properly Incorporate "I design into the overall building design. Bracing Indicated is to budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse wim canals personal ropey and property damage. For general guldonce regarding the fobAcotlon, storage, delNery, erection and bracing of tries and twt systems seeANSIMIj CuaW Critelli DSB49 and SCSI Balding Component 69U Parke East Blvd. Safety Informationavalloble from truss Rate Imsituta. 218 N. tee Sheet $uite 312 Alexandria VA 22314. Tampa, FL 33610 Job Truss oty Ply T19547155 ASHMERE T06 �TrusssType Roof Special 1 1 Job Reference (optional a Wlaers rust Source, rim -Illy, rL-JZ000, a.L4as rea r 1.. mil eR I.. rn reo Gaao:4a: I.Vm ray. r ID:4GhaGgypKgFgB4NGMoMvhfygz2T-N_rW Ku4aPpl ukopHBOKzKOyZRC5RYN6F7UU jOzgf%C 5-&1I 94}0 13-0-12 21.7-4 25.4-0 26-Or0 29-3-6 35.0-0 36-0-0 -0- 5-8-11 I &&5 I 4-0-12 8-2-8 3.8-12 -B- &3-fi I 5-8-1�� b 4x6 = ^ � 314 = 4.6 = 3x4 = ^4118 = Scale: ans,=1' a I6 m w m Side - 3xB - 4x6 = 3x4 = 4x6 = 3xB = 3x6 = 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 FBC2017rFP12014 CSL TC 0.92 BC 0.94 WB 0.49 Matrix-SH DEFL in (loci Vdefl Ud Vert(L-) -0.24 14 >999 240 Vert(CT) -0.47 12-14 >881 180 Horz(CT) 0.14 10 rda rite PLATES GRIP MT20 2441190 Weight: 1641b 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 or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 MaxHolz 2=67(LC 12) Max Uplift 2=-455(LC 8). 1D=-455(LC 9) Max Grav 2=1342(LC 1). 10=1342(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2646/1516, 3-4=-2418/1386, 4-5=-2219/1330, 5-7=-2828/1629, 7-8=-2219/1330, 8-9=-2418/1386, 9-10=-2646/1516 BOT CHORD 2-16=-1284/2377, 14-1fi=-1421/2743, 12-14=-1432/2743, 10-12=1302t2377 WEBS 3-16=-230/258, 4-16=-390/781,5-16=-772/487, 7-12=-772/487, 8-12=-0901781, 9-12= 230/258 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedar(2) -1-0-0 to 2-6-0, Intedor(1) 2-6-0 to 9-D-0, Exledor(2) 9-0-0 to 12-0-0. Interior(1) 12-6-0 to 26-0-0. Exterior(2) 26-0-0 to 29-6-2, Intedor(1) 29-5-2 to 36-0-0 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 gdp DOL=1.60 3) Provide adequate drainage to prevent water pending. 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 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 455 Ito uplift at joint 2 and 455 Ib uplift at joint 10. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Waltals. Fran PE No22839 Wfirk USA, Ire. FL Ced 6634 69U Parke Eaat BNd. Tampa FL 31810 Date: February 28,2020 Q WANNWG-Verity designparamefers and REAONOTES ON THSMDWCLUDEOMGKaEFEHANCEFAGEMLL747JMV.. faDaao15 BEFORE USE Design valld for use only with MrekO connectors. Mrs design B bated only upon parameters shown. and is for an Individual buldIng component, not a hues system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into Me overall buiidingdeggn. 9racingindicatedlttopreventbuclingofindividualtrus,webanalchatlmembersonly. Additional temporary and permanent brocIng MiTek' Is always required for stability antl to prevent collapse wire possible personal Injury and property damage. Far general guidance regarding the fobrlcallon. storage, delivery, erection and bracing of trusses and toss systems, meMSIAPII Quality CrBedo, DSB-69 and SCSI Building Compenent 6904 Parke East Blvd. Safety Infornatbruva0abie from Tnas Rote Institute. 218 N. Lee Street. Suite 312 Alexandda, VA 22314. Tampa, FL W610 Job Truss aY Ply T79 547156 ASHMERE T07 �Tnuss`rype Hip 2 1 Jab Reference o tional Builders First Source, Plant City, FL- 32566, 8.240 s Feb 7 2020 MiTek Inc. Fri Feb 28 08:48:20 2020 Scale: 3/16'=1' 5 end 5%8 = 2x4 II 5x6 = 4 19 5 20 6 3x6 = 2x4 II 3,6 = 3x6 = 3x4 = 2x4 II 3x6 = 3x4 = 3.6 = SSS 11-0.0 17-6-0 240.0 28-511 35-0.0 6-6-5 1 4511 1 6-6-0 1 6-6.0 4-5-11 64.5 Plate Offsets (Y Y)-- T2:0-3-0Edge], f4:0-5-12 0-2-81 f6:0-5-12,0-2-81 f8:0-3-0Edge] LOADING (psf) SPACING- 2-M CSI. DEFL in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Ved(LL) -0.20 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.38 13-15 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.35 Horz(CT) 0.13 8 file n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 174lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Stmctural wood sheathing directly applied or 2-10-9 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Hom 2=80(LC 12) Max Uplift 2=-432(LC 8). 8=-432(LC 9) Max Gray 2=1342(LC 1), 8=1342(LC 1) FORCES. (lb) - Max CompJMax. Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 2-3=-2681/1540, 3-4=-2249/1367, 4-5=-2410/1511, 5-6=-2410/1511, 6-7=-2249/1367, 7-8=-2681/1540 BOT CHORD 2-16=-131312391, 15-16=-1313/2391, 13-15=-1030/2037, 11-13=-1034/2037, 10-11=-1318/2391, 8-10=-131812391 WEBS 3-15=-430/335,4-15=-142/369, 4-13=-302/574, 5-13=-401/356, 6-13=-302/574, 6-11=-142/369,7-11=-430/335 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDLr4.2psf; BCDL=3.Opsh h=15f : Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 11-0-0, Extermr(2) 11-0-0 to 15-11-6, Interior(1) 15-11-6 to 24-0-0, Extedor(2) 24-" to 28-11-6, Interior(1) 28-11-6 to 36-0-0zone; cantilever left and right exposed; end vertical 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 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 fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 432 lb uplift at joint 2 and 432 lb uplift at joint 8. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building coda." WalterP. Fmn PE No22839 MrTek USA, Inc. FL Ced6634 8904 Parke EastBNd. Tampa FL 33610 Data: February 28,2020 QWARNINO-Verily design parsmefers and READ NOTES ON WS AND MCLUDED AVTEKREFERANCE PAGE MIF741Jre1 1d 015 BEFORE USE Design valid for use only with MBek® connectors. This design Is hosed only upon parameters shown, and is for an Individual building component not a truss system. Before use, me building designer must verify he oppikabilny of design parameters and properly Incorporate this design Into the overall building design. Bracing lydkated is to buc hg of individual fuss web and/or chord members only. Additional temporary and permanent brccing M!Tek' prevent Is always reculred far stability and to prevent collapse wih possible personal Injury and property damage. For general gultlance regarding the fabrlcotlon storage, delNery, erection and bracing of trusses and Inns systems seeANSM11 Qua ft Cristo. D5349 and BC51 Building Component 6904 Pade East BNd. Safety mformalbrmcdable from Truss Rate Institute. 218 N. Lee Street. Suti9 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Tess Type Q1Y Ply T79547157 ASHMERE TOB Hip 2 1 Job Reference(optional) Builders First Source, Plant City, FL-32566, Inc. Fri Feb 28 08.4821 2020 scale: WAS'=1' 416 = 3x4 = 4.6 = 4 518 19 6 20 3x6 = 2x4 II 3x6 = 3x8 = 3.8 = 3x6 = 2x4 II 3x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.79 BC 0.84 WB 0.43 Matrix-SH DEFL Vert(LL) Vert(CT) Horz(CT) in (too) Well L/d -0.24 12-13 >999 240 -0.52 12-13 >798 180 0.13 8 n/a file PLATES GRIP MT20 2441190 Weight: 173 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or5-0-10 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 , Max Hom 2=-93(LC 13) Max Uplift 2=-416(LC 12), 8=-416(LC 13) Max Grav 2=1342(LC 1), 8=1342(LC 1) FORCES. (lb) -Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 23=-2640/1494, 3-0=-2094/1273, 4-5=-1884/1239, 5-0=-1884/1239, 6-7= 2094/1273, 7-8— 2639/1494 BOT CHORD 2-15— 1262/2349, 13-15=-1262Y2349, 12-13=-991/1989, 10-12=1267/2349, 8-10=-1267/2349 WEBS 3-15--0/252,3-13=-563/414,4-13=-277/557,5-13=-293/193,5-12=-293/193, 6-12=-277/557, 7-12=-563/414,7-10=0/252 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=l2Bmph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0.0 to 2-6-0, Interior(1) 2-6-0to 13-0-0, Extenor(2) 13-M to 17-11-6, Interior(l) 17-11-6 to 22-M, Extedor(2) 22-0-0 to 26-11-6, Imerior(1) 26-11.6 to 36.0-0 zone; cantilever left and right exposed; end vertical 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurront 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 416 Its, uplift at joint 2 and 416 lb uplift at joint B. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Waller P. Rna PE No.M39 MTekUK Inc FL Carl GBM 6904Pad a EaatBNd Tampa FL 33810 Date: February 28,2020 Q WARNING -Verily tleaign parameters entl READ N07ES ON 1NlSAND INCLUDED 40TEKREFER4NCERAGEM614r3mv. IM032015BEFORE USE. • Design valid for use only with Mile&connectors. this design is based only upon parameters shown. and is for on Individual bullding component, not a truss system. Before use, me building designer must verity the applicability of design parameters and propery Incorporate this design into the overall Bracing indicated is to buckling hGMdual uses only. Additional temporary and bracing MiTek' building design. prevent of web and/or chord members Permanent Is always required for stability and to prevent collapse with poscle personal hhay and property damage. For general guidance regarding the Bass B 6904 Palle Eris BN4 fabrication. storage, delNery, erection and brachg of theses and Muss systems seeANSVIPII CuaMv CmoM, DS!-09 end SCSI Building Component Tampa, FL Safety Irdormallenavalable from Truss Nate Instlute, 218 N. Lee Sheet Suite 312, Alexandria. VA 22 14. Job Truss Truss Type Oty Ply T79547158 ASHMERE T09 Hip 2 1 �Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.241) s 1-00 7 ZUZU MI I eK Industries, Inc. t-in Fan 26 ud:4drZJ ZUZU rage T ID:4GhaGgypKgFgB4NGMoMvhfygz2T-CBCnax9L7N2SjHRUiRNZfBdndABy8n8NOxJwgzgfX6 t-0.0 7-0-11 160.0 l zo-o-o 27-7-5 36.0-0 36-a0 -0, 7-0-11 7-755 50-07-7-5 7-411 Scale=1:64.8 5.00 F12 5.8 = 4zfi = 3.6 = 2z4 II US = 3x4 = 3x8 = 4z6 = 2x4 II 3.6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 CSI. Plate Gdp DOL 1.25 TC 0.80 Lumber DOL 1.25 BC 0.79 Rep Stress Incr YES WB 0.29 Code FBC2017ITPI2014 Matrix-SH DEFL. in (too) Vdefl Vd Vert(LL) -0.17 14 >999 240 Vert(CT)-0.3714-16 >999 180 Horz(CT) 0.13 9 n1a n1a PLATES GRIP MT20 2441190 Weight: 173111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP Nd.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-11 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-14, 8-13 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max F(orz 2=106(LC 16) . Max Uplift 2=-433(LC 12), 9=-433(LC 13) Max Gmv 2=1342(LC 1). 9=1342(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 2686/1491. 3-5=-1940/1177, 5-6=-1719/1175, 6-8=-1941/1177, 8-9=-2686/1491 BOT CHORD 2-16- 1270/2398, 14-16=-1270/2398, 13-14=-808/1718. 11-13=-1273/2398, 9-11=-1273/2398 WEBS 3-16=0/327, 3-14= 751/502, 5-14=-151/441, 6-13=-178/442, 8-13=-751/502, 8-11=0/327 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 15-0-0, Exterior(2) 15-0-0 to 24-11.6, Interior(1) 24-11-6 to 36-0-0 zone; cantilever left and right exposed ; end vertical 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 poncling. 4) This truss has been designed for a 10.0 psf bottom chard 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 433 Ib uplift at joint 2 and 433111 uplift at joint 9. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Walter P. Finn PE Na27339 f 7ek USA, Inc. FL Cast6634 6904Parke Eastelvd Tampa FL33810 Date: February 28,2020 WARNING - Verltydesi,.Pe mefanand RFADNOTESONTNISANDDICLUDWMN REFEBANCEPAGEMI74"mIn 1MAV1015BEFOBE USE. Design valid for use only WM Mirelsmt connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a muss system. Before use, me building dedgner must ve* Me applkobelty of design parameters and properly Incorporate this design Into the overall building design. Siccing Indicated is to buciding individual truss members only. Additional temporary and permanent bracing MOW prevent of web and/or chord Is always required for stability and to prevent collapse Win possible personal intury and properly damage. For general guldonce regarding the fabrication, storage, delivery. erection and bracing of musses and muss systems weANSVTPi1 Quality Criteria. PS8419 and SCSI BUSdmp Component 69U Pattie East BW. Safety lnfonnatbrWolobie mom Titus Rate Instllute. 218 N. We skeet, Suite 312. Alemndda. VA U314. Tampa, FL 33610 Job Toss Truss Type Qly Ply T79547159 ASHMERE T10 Hip 2 1 Jab Reference o tional Builders First Source, Plant City, FL - 32566, 8.240 a Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 08:4825 2020 Page 1 ID:4GhaGgypKgFgB4NGMoMvhfygz2T.BXKYYdBbXGIli00pc4Td4HOpRpIOzGRdcG07YzgtX4 1640 1-0Q 6-1P12 12313 17p trip 22p 261i 35ea 3ao0 1 e1P12 F iSt �65� 683 6S1 61612 1d0 080 Scale = 1:64.8 5.00 r12 6 7 a 3x4 = 3S = 30 = 18p0 7V 1730 Z6277&9 3e5-sp-abs -0 bba Plate Offsets (X Y)-- 12:0-0-0 Edae7 16:0-3-0,0-2-41 18:0-3-0.0-2-41 rl2:0-3-0Edge7 LOADING (psQ SPACING- 2-M CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.20 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.41 14-16 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 HOR(GT) 0.12 12 nta n/a BCDL 10.0 Cade FBC2017/rP12014 Matrix-SH Weight: 170 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0,12=0-8-0 Max Hba 2=120(LC 12) Max Uplift 2=-447(LC 12), 12=-447(LC 13) Max Grey 2=1342(LC 1). 12=1342(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-1 cc pudins. SOT CHORD Rigid ceiling directly applied or 5-4-0 cc bracing. FORCES. (lb) - Max. Compr Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-0=-2646/1368, 3-5=-24SW1336, 5-6=-1693/1033, 6-7=-1513(992, 7-8=-1513/992, 8-9=-1693/1033,9-11= 2450/1336,11-12=-2646/1368 BOT CHORD 2-18— 1150/2362, 16-18=-894/1918, 14-16=-901/1918, 12-14=-1157/2362 WEBS 3-18=-285/264, 5-18=-206/514, 5-16=-58B/439, 9-16=-588/439, 9-14=-206/514, 11-14=-285/264,7-16=-515/977 NOTES- (8) 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL11.2psf; BCDL=3.Opsf; h=15h; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Intedor(1) 2-6-0 to 17-0-0, Exledor(2) 17-0-0to 22-8-3, Interior(1) 22-8-3 to 36-0-0 zone; cantileverlett and right exposed; end vertical left and right elposed;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 3x6 MT20 unless otherwise indicated. 5) This Muss has been designed fora 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, with BCDL= 10.Opsf. 7) Provide mechanical connection (by others) of tress to beading plate capable of withstanding 447 lb uplift at joint 2 and 4471to uplift at joint 12. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WalterP. Fmn PE NoM M MITek USA, Inc. FL CoHIM 69UPzfh EastBNSTarl FL 33810 Date: February 28,2020 Q WARNWG-Vedly des/5r parameter and READ NOTES ON Mrs AND INCLUDED MREK REFERANCE PAGE Mp74M rev. 10022015 BEFORE USE Design valid for use only wills Mirada connectors. Thb design is txtted only upon parameters st,own, and is for an Individual bu0ding component. not a true system. Before use, the building designer must verity the apWkabOity, of design parameters and property Incorporate this dedgn Into the overall building design. Bracing Indicated It to buctlerg of lndMdual Mass web and/or chord members only.. Additional temporary and permanent bracing MiTeiC- prevent Is always required for stability and to prevent collapse with pomble persorul Imlury Ord propeM damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trssss and tress systems, weANSVIPII QUo®v Cftda, DS549 and IIC31 Building Component 6904 Parka Easl BNd. Safety lnfoenatbncuorable from Truss Rate Institute, 218 N. We Street. Sure 312. Alexandria. VA 22 1A. Tampa, FL W610 Job Truss Thus Type OIY Ply T19547160 ASHMERE Tll Common 5 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 08:4826 2020 5.00 ri2 Axe = Scale=1:62.4 Ia axe = 3x4 = 3x6 = 3"8 _ 3x6 = 3x4 = 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 FBC2017/TP12014 CSI. TC 0.66 BC 0.91 WB 0.62 Matrix-SH DEFL Vert(LL) Vert(CT) Hort(CT) in (too) Ildefl L/d -0.20 12-14 >999 240 -0.4112-14 >999 180 0.12 10 nta n/a PLATES GRIP MT20 244/190 Weight: 171 Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-6 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-5-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 - Max Hoa 2=-123(LC 13) Max Uplift 2=-451(LC 12). 10=-451(LC 13) Max Grav 2=1342(LC 1), 10=1342(LC 1) FORCES. (Ib) - Max. ComplMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2645/1323, 3-5=-2449/1289, 5-6=-1691/991, 6-7=-1691/991, 7-9=-2450/1289, 9-10=-2645/1323 BOT CHORD 2-16=-1090/2360, 14-16=-834/1922, 12-14=-851/1922, 10-12=-1107/2360 WEBS 6-14=-508/994,7-14=-597/417,7-12=-203r512, 9-12=-282/260, 5-14=-597/417, 5-16=-203/512,3-16=-282/260 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=1 Sit; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-M to 2-6-0, Interior(1) 2-6-0 to 17-6-0, Extedor(2) 17-6-0 to 21-0-0, Interior(1) 21-M to 36-0-0 zone; cantilever left and right exposed ; end vertical 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 pst bottom chord live load nonconcunent 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 BCOL= 10.Opsf. 5) Provide mechanical connection (by others) of Muss to bearing plate capable of withstanding 451 Its, uplift at joint 2 and 451 lb uplift at joint 10. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Waller P. Fmn PE NoIU39 M1Tek USA, Ine FL Ced 6634 69U Parke East Bald Tampa FL 33610 Date: February 28,2020 Q WARNMG-VedlydeslgnparametemandflE DNOTE50N THIS AND P'CLNDEDavmEKREFERANCEPAGEMR74Y3rev. 14532015BEFOREUSE Design valid for use only with MOek®connectors. Rtis design Is based only upon paromofars shown, and Is for an Individual building component, not a trust system. Before use, the building designer mustverifythe applicability of design parameters and properly Incorporate this design Into the overall building deslen. Bracing hdicaied is M buciding of Individual toss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the storage, delivery, eiecflon and bracing of trusses and Muss systemsw seeANSUR'il QuaIIN Criteria. DSfi-0V port IICSI6Wdhp ComponMl 6904 Parke East Ifabrication, Safety Informatiorrnoilable from Truss plate Institute. 218 N. Lee sheet ontl0o, Suite 312, MexVA 22 14. Tampa, FL 33610 Job Truss Truss Type Ply T19547161 ASHMERE TIIA Common 10ty 1 1 Job Reference (optional) Builders First source, Hlam Uly, FL - 32b88, O.d4U s rep I euzU Mu ex mastnes, Inc. rn reu za ua:ea:ab zuzu 25 1 5T1.5>e STP = 4x6 = 5.00 FIT 4x12 = 8 2x4 II 26 29 3x4 C 5x12 i 7 9 9x6 8xl4 MT20H5 4 6 10 5x6 i 5 4 3 24 23 20 17 16 29 15 14 2x4 11 5x6 = 3x4 11 3XS = 3x8 = 3x4 = 3x4 = b0-0 &4.12 10.9- 12-2-0 17-6-0 26.2.7 35-0-0 Scale=1:66.1 28 2 ¢I' 13 I ST1.5x8 STP = axis = Plate OUsets(XY)-- [2:0-6-50-1-3] [3:0-7-00-1-81 [69-0-00-1-121 [6:0-5-40-3-01 [72:0-0-10Edge] [1B:0-4-80-5-01 (19:0-4-BO-1-81121:0-3-80-4-4] [22:0-5-4.Edge1 LOADING (PSO SPACING- 2-0-0 CSL OEFL. in (Igo) VdeB Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.39 20 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.73 20 >566 180 W20HS 1871143 BCLL 0.0 ' Rep Stress ]nor YES WB 0.96 Horz(CT) 0.36 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-SH Weight: 2151b FT=20% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP M 26 *Except* 12-15,15-20:2x4 SP No.2 WEBS 2x4 SP No.3'Except' 7-17: 2x6 SP M 26, 4-23,3-22: 2x4 SP No.1, 3-24: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Horz 2=-124(LC 13) Max Uplift 2=-452(LC 12), 12=-451(LC 13) Max Gmv 2=1340(LC 1), 12=1342(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-1 oc pudins, except end vedicals. BOTCHORD Rigid ceiling directly applied or 5-5-13 oc bracing. WEBS 1 Row at midpt 8-18 JOINTS 1 Brace at Jt(s): 18 FORCES. (Ile) - Max. CompJMax. Ten. -All forces 250 (Ile) or less except when shown. TOP CHORD 2-3=-2683/1321, 3-4=-7304/3470, 4-5=-4842/2344, 5-7=-327011646, 7-8=-3170/1722, 8-9=-1690/996,9-11= 2434/1264,11-12=-2656/1346 BOT CHORD 2-24=-1116P2413, 23-24=-1115/2411, 17-20=-228/470, 16-17=-297/647, 14-16=-85Wl924, 12-14=-1135/2389,21-22=-335417408,19.21=-1980/4495,18-19=-1980/4495 WEBS 8-16=-159/326,9-16=-605/419, 9-14=-165/505, 11-14=294/270,22-23=-1050/2279, 4-22— 1007/2220, 5-18=-186B/895, 3-23=-2970/1374, 16-18= 283/916, 8-18=-955/1883, 19-20=-479/990,3-22=-2856/6324,5-21=-665/1473,4-21=-3090/1457,18-20=-1040/503 NOTES- (7) 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15U; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-M to 2-6-0, Intedor(1) 2-6-0to 17-6-0, Exterior(2)17-6-0to 21-0-0, Interior(l) 21-0-0 to 36-041 zone; cantilever left and right exposed ;end vertical left and right exposed;C-C for members and fames & MWFRS for reactions shaven; 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 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.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 452 Ile uplift at joint 2 and 451 It, uplift at joint 12. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Wager P. Fmn PE No22839 NTekUSA, Inc FL Ced6634 SSUPadre East BNdTampa FL 33610 [late: February 28,2020 Q WARNING- Vedrydesignpnamefersand READNOTES ON TN/SAND MCLUDED MMSKREFERANCEPAGEJIVI rev. lamlOISREFORE USE Design valid for use only with MRek®conneciors. This design Is based only uprise parameters alowr and h for on Individual building component, not a truss system. Before roe, the building designer must verity the appiicabiBy of design parameters and properly Incorporate thB design Into the overall buJdingdesign. Bracing Indicated 6tobuckling ofIndividual this web and/or chard members only. Add itionaltemporcry and pennonentbecreng MiTeW prevent is always required for stobaity and to prevent collapse with possble personal I*rv, and property damage. For general guidance regarding the fabrlcatbn storage, delivery. erection and bracing of trusses and toss systems seeANSVIRT CuaOv GrtlM e, DS349 and SCSI building Component 69M Palle East Bind. Safely mlolmatbnovoJoble horn Truss Plate Institute. 218 N. Leo Street. Suite 312. Aexondda VA 22 14. Tampa. FL 33610 Job Truss Truss Type 'OtY Ply T79547162 ASHMERE T12 Hip 1 1 Jab Reference o 'orW Builders First Source, Plant City, FL- 32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fn Feb 28 08:48:35 ZU20 Page 1 ID:4GhaGgypKgFgB4NGMoMvhfygz2T-rSxK52ltAKOLvZBId3AfB2BheuTEhnWZv8Hmt=gf Ww 1-00 S&11 9-0-0 13-4-12 21-7-4 3-3-s I 4-0-12 &2-8 0 I235 II 2-005 &10 3�6-P0-0 Scale: 3/16'=1' 46 = 3x4 = 416 = 3x4 = 4x6 = ax6 = 3x8 = 416 = 3x4 = 4x6 = 3x8 = 3.6 = 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 FBC2017fTPI2014 CSI. TC 0.92 BC 0.94 W B 0.49 Matrix-SH DEFL in (too) Well Ld Vert(LL) -0.24 14 >999 240 Vert(CT) -0.4714-16 >881 160 Horz(CT) 0.14 10 Na Na PLATES GRIP MT20 244/19D Weight: 164 lb Fr=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 , Max Hor2 2=-07(LC 13) Max Uplift 2=-455(LC 8), 10=-455(LC 9) Max Grav 2=1342(LC 1). 10=1342(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 23=-2646/1585; 3.4=-241d/1435, 4-5=-2219/1375, 5-7=-2828/1675, 7-8=-2219/1375, 8-9=-2418f1435, 9-10=-2646/1585 - BOT CHORD 2-16=-1359/2377, 14-16=-1460/2743, 12-14=-1464/2743, 10-12=-13fx3/2377 WEBS 3-16=-230/295,4-16=-4111781, 5-16=-772/507,7-12=-772/507,8-12=-4111/81, 9-12=-230/295 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh h=15ft; Cat. II; Exip B; Encl., GCpf=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 2-6-0, Interior(1) 2-"to 9-0-0, Exterior(2) 9-0-0 to 13-11-6, Intedor(1) 13-11-6 to 26-0-0, Exterior(2) 26-0-0 to 30-11-6. Intedor(1) 30-11-6 to 36-" zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and farces S MWFRS I& reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate ciminage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcufrent 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 455 lb uplift at joint 2 and 455 lb uplift at joint 10. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' I6 Walter P. Finn PE No72339 Wrek USA, Inc. FL Carl 6634 6994 Parke East Blvd. Tampa FL 33819 Data: February 28,2020 Q WARNING- Vedydes/gnpsranetwsa d)?EADNOTES ON TNASANDWCLUDEOaBrEKBEFEBANCEFAGEM 741 mre I& AAIN0r5BEFONEUSE Design valid for use only with MUesS connectors. This design Is based only upon parameters shown and Is for an IndMdual bulltling component, not - a truss system. Before use, the building designer must ver y fhe applicability, of design parameters and properly Incoccmfe this design Into the overall Bracing Indicated 6 to budding individual truss web and/or chard members only. Additional temporary and permanent bracing MiTeW building design. prevent of 6 always required for staba0y and to preyent collapse with possible perscnal Injury and property damage. For general guidance regarding the fabricationt storage, delNery, erection and bracing of trusses and truss systems. seeANSUINI Quality Cmodo, DRI IP and EC61 Building Component 69M Parke East Bind. Safety Nfommtbnavoloble from Truss Rate Institute, 218 N. Lee Street Suite 312. Alexandra VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Pty T19547163 ASHMERE T13 HIP GIRDER 1 2 Job Reference (optional) builders First Source, PIBm Uty, FL-32556, 8.240 s Feb 7 2020 Milek Inc. Fn Feb 28 08:48:39 202U Page 1 I. Scale: 3/16'=1' 5x8 = 5.00 12 3 3x8 = 2x4 II 3xB = 18 19 4 20 21 5 622 23 2x4 II 5x8 = 24 7 25 26 8 2 9 10 1 ST1.5x8 STP= 1] � 2816 75 29 30 14 31 3233 34 131235 36 11 ST1.5x8 STP 3x6 = era 2x4 II zxa 3x6 = 4.6 = Sxe _ - 5x8 = 46 = LOADING lips, SPACING- 2-0-0 CSI. DEFL. in (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.40 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.6613-14 >621 180 BCLL 0.0 ' Rep Stress ]nor NO WB 0.51 Horz(CT) 0.15 9 n1a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 3251b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or7-5-15 oc bracing. WEBS 2z4 SP N0.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Harz 2=-53(LC 13) Max Uplift 2=-1046(LC 4). 9=-1073(LC 5) Max Gray, 2=2609(LC 1). 9=2625(LC 1) FORCES. (lb) - Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-9---5774/2316, 3-4=-7519/3135, 4-6=-7519/3135, 6-7=-7530/3159, 7-8=-7530/3159, 8-9=-5812/2381 BOT CHORD 2-17=-2040/5211, 15-17=-2044/5237, 14-15=-335B/8300, 13-14=-3358/8300, 11-13=-211215272, 9-11=2108/5245 WEBS 3-17=-85/640, 3-15=-1127/2693, 4-15=-595/433, 6-15=-9331381, 6-14=0/468, 6-13=-909/353, 7-13=-588/427, B-13=-1087/2655,8-11=-84/639 NOTES- (10) 1) 2-ply truss to be connected together with 10d (0.131')3') nails as follows: Top chords connected as follows: 2x4 -1 raw at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 raw 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 fmnt (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=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15111; Cat. II; Exp B; Encl., GCpi=0.1 B; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water Pawling. 6) This truss has been designed for a 10.0 pet 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 10461b uplift at joint 2 and 1073 lb uplift at joint 9. WalterP. Finn PE NoMM MiTak USA Inc. FL Carl6634 6904Parke Fast Blvd. Tampa FL 33610 Dale: February 28,2020 Q WARNING-VerfydeslBn parameters end REAP NOIF9 ONMMANDMCLBOEDUn RE ANCEPAGEMIF7473rsv. 10402015BEFOREUSE. Design valid for use only vim MReMconnecfars. TNs design Is based only upon parometen shown. and Is for on Individual building component, not a puss system. Before use, Me building designer mustverify Me opplicobnily of design paameters and properly Incorporate Mis design Into the overall building design. Bracing indicated is to bucWhg of Individual truss web and/or chord members only.. Additional temporary and bracing WOW prevent permanent Is always required for stability and to prevent collapse win possible personal Injury and property damage. For genercl guidance regarding the fabrication, storage, delivery. erection and bractrg of tenses and truss systems seeANSg1P11 GuaW deeds, DS549 and BCSI Bolding Component 69M Pare East Blvd. Safety Informalbrpvonoble from Truss Plate Imitinle. 218 N. Lee Sheet Suite 312 Alexandria, VA 22314. Tampa. FL 33610 Job Truss Truss Type my Ply T19547163 ASHMERE T13 HIP GIRDER 1 2 Job Reference a tional Builders First Source, Plant City, FL- 32566, 6.240 S Yea 7 2020 MI I us Imsmures, Inc. t-n Feb Za U8:413:3e ZVZU Page Z ID:4GhaGgypKgFgB4NGMoMvhfygz2T-kDAgzPLNEZWmNAVV00k7D1sMG4eZIJBV3vp9Ukzgf Ws NOTES- (10) 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1241b down and 125 lb up at 7-M, 1051b down and 125 Its up at 9-0-12, 105 Ib dawn and 1251b up at 11-0-12, 105Ib down and 125 Ib up at 13-0-12, 1051b down and 125 Ito up at 15-0-12, 1051b down and 1251b up at 17-0-12, 1051b down and 125 Ib up at 17-11.4, 1051b down and 1251b up at 19-11-4, 1051b down and 1251b up at 21-114. 105lb down and 125 Its up at 23-114, end 1051b down and 125110up at 25-114, and 1801b down and 2151b up at 28-0-0 on top chord, and 3401b down and 146 lb up at 7-0-0, 81 lb down at 9-0-12, 81 Ib down at 11-0-12, 81 Ib down at 13-0-12, 81 Ib down at 15-0-12, 81 Ib down at 17-0-12, 81 Ib down at 17-114. 81 Ito down at 19-114, 81 Ib down at 21-114, 81 Ib down at 23-114, and 81 Ib down at 25-114, and 340 Ib down and 1461b up at 27-114 on bottom chord. The design/selection of such connection devices) is the responsibility of others. 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-3=-54, 3-8=-54, 8-10=-54, 2-9=-20 Concentrated Loads (lb) Vert 3=-105(B) 5=-105(B) 8=-133(B) 17= 340(B) 11— 340(B) 18=-105(B) 19=-105(B) 20=-105(B) 21=-105(B) 22>705(8) 23=-105(B) 24=-105(B) 25=-105(B) 26=-105(B)27=-58(B)28=-58(B)29=-58(B)30=-58(8) 31=-58(8)32=-58(B)33=-58(B)34=-58(B) 35=-58(B) 36=-58(B) QWARNING-Verify desfgnpemmeterseed READNOTES ON MSS DWCLUOEOM/fENREFERANCEPAGEMib7473me 1aNY1015 BEFORE USE. Design valid for use only with M6ak0conn9ctors. Mrs design Is basetl only upon parameters shown, and Is for an Individual buffding component not a Muss system. Before use, me bulfcOg designer mustveMy the applicability of deslgn parameters and properly incoiporata this dedgn Into tine overall building design Bracing Indicated 9 to bucking of lndMdual foss web and/or chord members only., Additlonol temporary and permanent bracing Well( prevent Is always required for stability and to prevent collapse wits possible personal Injury and properly damage. For general guidance regarding the 69M Parke Fast Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems seeANSURiI Surat"Criteria, D5549 and 001 Budding Component Tampa, FL Met ms Safety Infoa6W orallablefrom Truss Rate Institute, 218 N. Lea Street, Suite 31Z Mare drla VA 2214, Jab Truss Truss Type Ply T19567164 ASHMERE V03 Valley ri 1 ' Job Reference (optional Builders First Source, Plant City, R- 32566, 6.G4u s reo L zueu mu ex moustries, Mo. rn Feb za ua,w:,ta arm rage i ID:4GhaGgypKgFgB4NGMoMvhfygz2T-c_OLmOuHoOCsopHfro3NtOBvhADeE)4z%nMdVzgIW o 3.1 -9 6-2-8 &1-9 I 3.0.15 - - 2x4 II W i 2x4 II 2.4 II Scale=1:16.5 LOADING (psl) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lod PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a - n/a 999 BC LL 0.0 ' Rep Stress Incr YES WE 0.09 Horz(CT) 0.00 4 n/a n/a BC DL 10.0 Code FBC2017/TPI2014 Matdx-P Weight: 22 lb FT=20! LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (size) 1=6-1-14, 4=6-1-14, 5=6-1-14 Max Hoiz 1=114(LC 9) Max Uplift 1=-2(LC 8), 4=36(LC 9). 5=-122(LC 12) Max Grey 1=64(LC 20), 4=86(LC 1). 5=247(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-180/316 Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exit B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-9-1 to 3-9-1. Interior(1) 3-9-1 to 6-0-12 zone; cantilever left and right exposed ; end vertical 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) Gable requires continuous bottom chord bearing. 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 20.0psf 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 2 lb uplift at joint 1, 36 lb uplift at joint 4 and 122 lb uplift at joint 5. 6)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TP11 as referenced by the building code.' WalterP. Finn PE Na22839 MITek USA, Inc. FL Cut 66U 6904 Parke Fast Blvd. Temper FL 33 BI O Dale: February 28,2020 Q WARNING.Vedty Eeslgnp4ramelersand REAONOMS ON MSANDNCLUDEDh KNEFEBANCEPAGEM674TJrev, iG'O.Vt015BEFONE USE Design valid for use only with MReke9connactors.lUs design B hosed only upon parametersshown, and Is for an Indlvidual building component, not ��- a busssystem. Before use. Me building designer miatverily Me opplicoblllN of design parametersantl proper y 1naorporofe this design Into Me overall bucMhg h-cmdual truss members only. Additional temporary and permanent bracing MiTek' bullding design. Bracing Indicated is to prevent of web onci chord Is always required for stabliry, and to prevent collapse with poscDle personal Injury and properly damage. For general guidance regarding Me fabrication, storage. delivery. erection and broclng of fusses antl truss systems wemSVIPII CuaOy Criteria, DSB89 and BC31 Bolding Component 6904 Parke East Blvd. Safety krtormalbsgvoilabie from Tsai Rate Institute. 218 N. tee Sheet. Suite 31Z Alexandria. VA 22314. Tampa, FL M610 Job Truss Type Ply T79547165 ASHMERE VO4 �Truss Valley ri 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Feb 7 2020 MTek Industries, Inc. Fri Feb 28 08:48:54 2020 Page 1 ID:4GhaGgypKgF9B4NGMoMvhtygz2T-o6aV5YXnhAPegU80aNfKB_Oz7uLiDvW4SWNzgIWd 2x4 i 2.4 II Scale=1:11.5 LOADING (pso SPACING- 2-M CSI. DEFL in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Ved(LL) n/a - We 999 MT20 244/190 TIC 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) n/a - rda 999 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 HDrz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Mahix-P Weight 13 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (size) 1=4-1-14, 3=4-1-14 Max Horz 1=71(LC 9) Max Uplift 1=42(LC 12), 3=-54(LC 12) Max Gray 1=122(LC 1), 3=122(LC 1) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or4-2-8 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vul1=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opst h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C EMedor(2) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 4-0-12 zone; cantilever left and right exposed ;end vertical left and Fight 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 fora 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 4211b uplift at joint 1 and 54 lb uplift at joint 3. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Walter P. Firm PE NoIU39 MTek USA, Inc. FL Cad 6634 69U Parke East Blvd. Tampa FL 33810 Date: February 28,2020 Q WARNING- Verifydesrgnparameteraead RFAONOMSONTRISANDWCLUDEDMREKREFERANCEPAGEMb24n.r . 1Q=?015BEF0REUSE Dedgn valid for use onlywith MSekle connectors. This design Is based only upon parameters shown, and b for an Inc Mdual building component. not �'- a truss system. Before use, me building designer must verify the applicobl'rly of design parameters and properly Incorporate this design Into the overall building design. Bracing hdicafed h to bucking of individual Muss web arW/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with mWele personal Injury and property damage. For general guidance (acceding the fobricanon, storage. delloery. erection and brocirg of Musses and nose systems. saaMSV1pI1 Ca01M Criteria. 111049 and SCSI Building Component 6904 Parke East Blvd.Safety Tampa. FL 33610 WonnatbMvoloble from Truss Rate Institute. 218 N. Lee Sheet Suite 312 Alexandria, VA 22114. Job Truss Tess Type bty Ply T19547166 ASHMERE V05 Valley t 1 �Job Reference (optional) Builders First Source, Plant City, FL-32566, 2x4 i 8.240 s Feb 7 2020 Mrrek Industries, Inc. Fri Feb 28 08:48:58 2020 Page i ID:4GhaGgypKgFgB4NGMoMvhfygz2T.glgOwvaitPv495S91 VZbU18oaklCetuHQMwffezgf WZ Sx6 = Scale =1:7.4 Plate Offsets (X,Y)-- f2:0-1-12,0-0-121, 12:0-10-15,0-2-01, 13:0-1-12,0-MI LOADING (psf) SPACING- 2-M CSI. DEFL. in (fee) Mall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.06 Vert(LL) rVa - Na 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 Na n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 6lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=2-1-14,.3=2-1-14 Max Horz 1=28(LC 11) Max Uplift 1=-17(LC 12), 3= 21(LC 12) Max Gray 1=48(LC 1), 3=48(LC 1) FORCES. (lb) - Met. CompJMax. Ten. -All tomes 250 (Ib) or less except when shown Structural wood sheathing directly applied or 2-2-8 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) 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 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 pst 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 beading plate capable of withstanding 17 lb uplift at joint 1 and 21 lb uplift at joint 3. 6)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Walter P. Finn PE No22939 MiTek USA, Inc. FL Carl669 69M Parke East BMd. Tampa FL 33810 Date: February 28,2020 OWAHNING-Verrryde,.Pammet...d BEADN0MS OMMSANDMCLUDED61IrEKBEFEBANCEPAGEMb74M... faDazOISBEFOBE USE. DwIgn vclld for use only with Mff sk® connectors. This desgn Is based only upon parameters shown. and Is for an IndNidual building component. not �'- a truss system. Before use, me buttling designer must verily the applicability of design parameters and property Incorporate this design Into the overall bullding design. Bracing Indicated Is to prevent budding of lrldMdual toss web antl/or chord members only. Adtllflonal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal "and property damage. For general guidance regarding the fabrication, storage, delivery, erection antl bracing of truss and Muss systems, meANSVrPII Cuapy Cf &. DSB49 and SCSI Bottling Component 69M Parke East BNd. Safety Infermationavailoble from Toss Rate Institute. 218 N. Lee Sheet Butte 312. Alexandria. VA 22314. Tarnpa, FL W61 O Symbols PLATE LOCATION AND ORIENTATION 1 3/4 Center plate on joint unless x, y offsets are Indicated. 51-7-3 Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0L L /Idr For 4 x 2 orientation, locate plates 0-'n6' from outside edge of truss. This symbol Indicates the required direction of slots In connector plates. Plate location details available in M7ek 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 T or I bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: 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 Infitsixteenths t scale) It--yl (Drawings not To scale) O c O U U o_ O JOINTS ARE GENERALLY NUMBEREDAETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSAETTERS. 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 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MITekO All Rights Reserved MiTek® M7ek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-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 of each joint and embed fully. Knots and wane at Joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/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 consideration and is the responsibility of truss fabricator. General practice B to camber for dead load deffection. 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 a110 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Da not cut or crier 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/rPl 1 Quality Criteria.