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MITek® \'-A ---\:. S RE: M11323 MiTek USA, Inc. M11323 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: WYNNNE DEVELOPEMENT CORP Project Name: M11323 Lot/Block: Model: CARLTON Address: N/A Subdivision: City: PORT ST LUCIE State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 13 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T19884596 A 4/22/2020 2 T19884597 A5 4/22/2020 3 T19884598 A6 4/22/2020 4 T19884599 A7 4/22/2020 5 T19884600 A8 4/22/2020 6 T19884601 A9 4/22/2020 7 T1988460GRA 4/22/2020 FILE Copy 8 T19884603 GRB 4/22/2020 9 T19884604 J2 4/22/2020 10 T19884605 J4 4/22/2020 11 T19884606 J6 4/22/2020 REVIEWED FOR 12 T19884607 J8 4/22/2020 ®®� C®p/� 13 T19884608 KJ8 4/22/2020 COMPLIANCE ST. LUCIE COUNTY ROCC This'item has been electronically signed and sealed by Velez, Joaquin using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision `%t111up 44, based on the parameters provided by Chambers Truss. ,���� POU I N VF-""4,�� Truss Design Engineer's Name: Velez, Joaquin `�.`.......... * My license renewal date for the state of Florida is February 28, 2021. ' Florida COA: 6634 - No 68182 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 ANSIrrPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MTek. Any project specific Information included is for MiTek customers file reference purpose only, and was not taken Into account in the preparation of these designs. MTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verily applicability of design parameters and properly Incorporate these designs into the overall building design per ANSI/rPI 1, Chapter 2. lofI =-33 : STATE OF .:4U 10. lee Joaquin velez PE No.68182 MITek USA Inc. R. Can 6634 6904 Parke East Blvd. Tampa R. 33618 April 22, 2020 Velez, Joaquin 400 I2 4x5 = 27 Sale=1:57.8 17 15 "' "' 14 '" 12 3x8 = as II 4x6 = 3.8 = 3xa = 46 = 2x3 II ass = a-7-13 124-13 21-7-3 274 3 34-0-0 17-13 6-9-0 9.2.7 5-9A 6.].13 Plate Offsets (X Y)- [2:0-0-2 Edgel [10:0-0-2 Edgel LOADING (psf) SPACING- 2-0-0 Cat. DEFL in Doc) Wall Ud PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.39 Vert(L-) 0.32 14-15 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 Be 0.58 Vert(CT) -0.6114-15 >670 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.65 Hoa(CT) 0.12 10 n1a n/a BCDL 10.0 Code FBC2017rrP12014 MaMx-MS Weight: 163 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-7.12 no pudins. BOTCHORD 2x4 SP M 30 BOTCHORD Rigid Calling directly applied or 4-11-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Hors 2=179(LC 8) Max Uplift 2=832(1_C 10). 10=-832(LC 10) Max Grav 2=1362(LC 1), 10=1362(LC 1) FORCES. (Ib) - Max. CompJMax.Ten.-All forces 250(lb) or less except when shown. TOP CHORD 2-3=3419/2395, 3-5=2771/2031, 5-0=2770/2152, 6-7=-2770/2152, 7-9=277112031, 9-10=-3419/2395 BOTCHORD 2-17=2132/3213, 15-17=-2132/3213, 14-15=1269/2000, 12-14=-2132/3213, 10-12=2132/3213 WEBS 6.14=635/983,7-14=-313/362,9-14=-689/499, 6-15=-635/983, 5-15=.313/362, 3-15=689/499 NOTES. 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=14ft; B=5211; L=3411; eave=6ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2.4.13, Intedor(1) 24-13 to 13-7-3, Exterior(2) 13-7-3 to 204-13. Interior(1) 20.4-13 to 31-73, Exterior(2) 31-7-3 to 35-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grlp DOL=1.60 3) This buss has been designed for a 10.0 par bottom chord live load nonconcumenl with any other live loads. 4)' This buss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide This item has been will fit between the bottom chord and any other members, with BCDL = IO.Opsf. electronically signed and 5) Provide mechanical connection (by others)of truss to bearing plate Capable of withstanding 1001b uplift at joint(s) except(t=lb) sealed by Velez, Joaquin, PE 2=832, 10=832. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated load(s) 50 lb down and 47 lb up at using a Digital Signature. 15-0-0, and 501b down and 471b up at 19-0-0 on top chord. The design/selection of such Connection device(s) is the responsibility Printed copies of this of others. document are not considered 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). signed and sealed and the LOAD CASE(s) Standard signature must be verified 1) Dead+ Roof Uve (balanced): Lumber Increase=1.25, Plate Increase=1.25 on any electronic copies. Uniform Loads (plf) Joaquin Vela: PE No.68122 Vert: 4, 6-11=-54, 18-21=-20 MiTek USA, Inc. FL Cart 6634 Concentrated Loads (Ib) Loads 6904 Parka East Blvd. Tampa FL 33610 P Vert: 26=-50(F) 27=-50(F) Date: April 3,2020 ,&WARNING -Vedry deevo pammalen and REA D NO TES ON THIS AND INCLUDED MITEK REFERENCE PAGE NI474D rev. IWO.D101 S BEFORE USE DesignvatHfmueaonywm NUTax mmep.TNadesignhbasedoNyuponpammelmsh .endlalean IndN lbuddingwmporentrot e truss system. Beraro uae, 0a bulls designer must design pammaters antl prdpedy tomryl deaign info Iha overall buGl to g ofi dMappliabliyof tom on latopreventbucMMlthposisible aussalmue,aorcbortlmemamage..rgenernallampomryantlpermanenlbmcing MiTek' aysrnuit.B2dnglMl®Intl hemeaysregoretl/orelfivo lyantltoprevenlds,oaousses andtoarsyste In see propeMdamage. ForgenCrHomidaneamgadBMe fabdaeon,storage, dalivary,empgonand bmdrgMW,21 antl..systems,see ANSVAV Ovally CdreAa, 0.5BA9 and BC518ullding Component Fast BIW. Seky Inlwmagon available hpm Tmss Plate InstiWte, 21e N. Lee 6traeL Suite 312, Nexantlda, VA 23J1d. Ten4PaMe Tampa. FL 36610 Jb Truss Truss Type ' Oty Ply M11323 T79884597 Ito11323 A5 SPECIAL 9 1 Job Reference (optional) Chambers Tmss, Inc., Fort Pierce, FL &240 s Mar 92020 MTek lndusbies, Inc Fri Apr 3 07:64:28 2020 Pagel ID2GIScwmYShnGhXVARzUkuyuFUM3MHIMkAMIKOgXE1 PNJV2mXOxRucedNo4iX5OryzUUjv 1-0-0 7435 10b4 17-M 204-834-0-0 5-0 2-9-75 6312 34-8 571� 741-0 4)-0 1, 5x8MT18HS II 4.00 12 13 12 5a12 = 2x3 II 3x6 = 3x12 = 2.00 12 10E-4 i 20i-8 I 26i-0 I 34-0-0 104i-0 9-10d 577-8 ]-B-0 Plate Offsets (X.Y)— 12:0-1-15 Edpe] [4:03.0 Edge] [10:0-M Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) VdeO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.76 14 >539 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.1813-14 >344 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.60 Horz(CT) 0.36 10 n/a me BCDL 10.0 Cade FBC2017/TPI2014 MaNbeMS Weight: 155 lb FT=0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3*Except* 6-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (sine) 2=0-8-0, 10=0-8-0 Max Horz 2=179(1_C 8) Max Uplift 2=803(LC 10), 10=-803(LC 10) Max Grav 2=1312(LC 1), 10=1312(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purling. BOTCHORD Rigid Calling directly applied or 3-9-12 oc bracing. WEBS 1Row at midpt 6-14 FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=5529/3776, 3-5=5164/3538, 5.6=-5209/3667, 6-7=-2424/1902, 7-9=-2462/1813, 9-10=-3195/2210 BOT CHORD 2-14=-3466/5266, 13-14=-1305/2115, 12-13=-194812995, 10-12=-1948/2995 WEBS 3.14=355/314, 5-14=293/354, GA4=-2175/3326, 6-13=-279/534, 7-13=-237/277, 9-13=786/560, 9-12=01269 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=165mph (3-second gust) Vasd=128mph; TCDL-0.2psh BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Ezp C; End., GCpl=O.18; MWFRS (directional) and C-C Extedor(2)-1-0-0 to 2-4-13. Interior(l) 2L13 to 13-7-3. Fxtedor(2)13-73 to 20-64, Interior(7) 20E-0 to 31-7-3, Fxtedor(2) 31-7-3 to 35-0-0 zone;GC for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 5)' This buss 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) Bearing at joint(s) 2 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s) except Qt=lb) 2=803, 10=8D3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTak USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Data: April 3,2020 ®wARNIN6-Verify design paramefms and READ NOTES ON MISAND INCLUDED MOEKREFERENCEPAGEMIF7473 rw. 1MV2016 BEFORE USE. Design valid for use only wah MiTak® saramelms. TMs design is based only upon parametem shown, and Is for an IndlNdual balidico component, not a truss system. Befom use, me building alwagnermuat venfy me applicability V design pammetelc and prapi incorporate cols design min the overall bulldingdeslgn. BmcingindlwtedisWpmv ntbuWMofind!AduMl s mbw&orOh m=MmoNy. Additional tampomryand pemlanentadng MiTek' Is always exulred for slabllltyand W prevent collapse wah possible personal lnlury and propedy damage. ForgenemIgubanwragaeingme lebdwtion.storage, dallvery, eresi and bracing altruism and "as systems, see ANSIMell Duality Cdlada, DS"9 and Best Bugd/ng Component 6904 Perk. East Blvd. Sarerylnrormaaen available fame Truss Plate Institute, 218 N. Lea StreoL Suite 312. Alexandra, VA=314. Tampa, FL 36610 Job Truss Truss Type •Qty Ply T79884598 M 11323 A6 SPECIAL 1 �M11323 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL �1 d BxIO MT18HS = 4.00 12 8x6 = 8.240 s Mar 9 2020 MiTek Industries, Inc. FO Apt 3 U/:b4:29 2U2O Sx8 = 2x3 II 3x6 = 3xl2 = 2.00 12 10.6-0 I 15-0-0 i6, -0q 20dd 2511-16 34-0-0 10.6-0 4-'12 0-0 44 -8 8-0-1 Scale=1:61.9 Plate Offsets (X Y)— [2:0-1-15 Edgel [3:0.3-0 Edge] [5:0-5-00-1-131 17'0-2-7 Edge] 19:0-M Edael LOADING (psf) SPACING- 2-M CSL DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.69 14 >590 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.9214-17 >443 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(CT) 0.34 9 me n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 15716 Fr=0 LUMBER - TOP CHORD 2x4 SP M 30 'Except' 3.5,6.7: 20 SP M 31 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 5-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-169(LC 8) Max Uplift 2=.803(LC 10). 9=-803(LC 10) Max Gray 2=1312(LC 1), 9=1312(LC 1) BRACING - TOP CHORD Stmdural wood sheathing directly applied or 2-2-0 Do putting. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=5491/3336, 4-5=-5095/3071, 5-0=2314/1551, 6-8=2398/1533, 8-9=319911981 BOT CHORD 2-14=-3040/5224, 13-14=-1195/2361, 12-13=1123/2199, 11-12=-1731/30D1, 9-11=1731/3001 WEBS 4.14=-092/513, 5-14=-1707/2959, 5-13=-005/196, 6-13=179/522, 8-12=-893/660, 8-11=01303 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=165mph (3-second gust) Vasd=128mph; TCDL-0.2psf; BCDL=3.Opsf, h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) -1-" to 24-13, Interlor(1) 24-13 to 31-7-3, Exterku(2) 31-7-3 to 35-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcurrenl with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 6t between the bottom chord and any other members. 7) Bearing atjoinl(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (t=1b) 2=803,9=803. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Data: April 3,2020 AwARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MmEK REFERENCE PAGE 161.747.3 rev. Id/0&20U BEFORE USE. * �B Design valid for use onlywlth MiTek® connecons. Tha design Is based only upon parameters shown, and Is bran Individual building component ran uildingme nermudveffylheappliwellirybanlgnpammeam sign e Wsegetem. BBmo brall gindie moMy.edyinonal temporarypermanent Ua ant bracing asbletyand vnN For regadinand MiTek' avaltwaya requiretl or a prevent collapse poslslble personal injury and prop oyd damage. generaluldance g fabtica6on, storage,delivery, erection and bredng ofinsses and Was staters, see ANSVTP11 Duality Careda, Di and BC51 Building Component 69H Parke East Blvd. Seldlyln/arma0on avallaba from Tmsa Plate Insaoa, 218 N. Lea Street Suia 312, Nexandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type • Oty [ly �M`11323 T19884599 M 11323 A7 SPECIAL 1 1 Job Reference (optional) Chambers Truss, Inc., Fad Pierce, FL 8.240 a Mar 9 2020 M7ek Industries, Inc. Fit Apr 3 07:54:30 2020 Scale =1:60.8 ass = Ann 50 = u, I 3x12 = 2.00 FITSx12 = 20 II ask = 1ae4 14-0-0 20.4-e 25-11-15 340-0 i f0-64 3-5-12 648 5-7-7 8-0-1 Plate Offsets (X,Y)— f2:0-1-15,Edge1 [4:04-0,0-2-3] [7:0-0-2 Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL in too) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.66 11 >616 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 Be 0.90 Vert(CT) -1.1010-11 >369 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(CT) 0.34 7 We n1a BCDL 10.0 Code FBC2017rrPI2014 Matdx-MS Weight: 147111 FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-0-2 oc bracing. WEBS 2x4 SP No.3 *Except* 4-11: 2x4 SP M 30 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Ho¢ 2=-149(LC 8) Max Uplift 2=803(LC 10). 7=-803(LC 10) Mart Grav 2=1312(LC 1), 7=1312(LC 1) FORCES. Qb) -Max CompJMax Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=54B4/3370, 34=5116/3126, 4-5=2229/1644, 58=2448/1599, 6-7=3169/1993 BOT CHORD 2-11=3071/5219, 10-11=-1590/2874, 9-10=-1738/2968, 7-9=-1738/2968 WEBS 3.11= 419/443,4-11=1466/2647,4-10=812/448,5-10=-205/487,6-10=-785/575, 6-9=0/272 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCOL=4.2psg BCDL=3.Opsf; h=144; 8=5211; L=34f ; eave=68; Cal. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C F-xtenor(2)-1-0-0 to 24-13, Intedor(i) 24-13 to 31-7-3, Eztedor(2) 31-7-3 to 35-0-0 zgne;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 podding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 par bottom chard live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members. electronically Signed and 7)Bearing at)oint(s) 2 considers parallel to grain value using ANSVrPI l angle to grain formula. Building designer should verify sealed by Velez, Joaquin, PE Capacity of bearing surface. using a Digital Signature. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjolnt(s) except Qt=lb) 2=803, 7=803. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68102 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2020 ® WARNING -VAdryds#gnsv ssu..and READ NOTES ONMIS AND INCLUDED M/TEXREFERENCE PAGE MIF7473rev. IOMMO15 BEFORE USE. Design valid(cruseoNy Man MT.W.rnegan.TM.design Is based ONyupon paremetaa shown,end is Wan Individual budding camlxst nM rot ."I, system. Berne use, ere building designer musiverty Ow.ppilcablllly M&A, panmeten end properly ho u,sand. this design Into the overall � buildingdesigm. Bracing Indicated is M prevent bucking ofindlAdual Wss web andlorchmd membem only. AddOanal temporary and permanent bracing MiTek' V always required for stability and to Prevent callapse with possible personal Injury and property damage. For general guldanrs regarding Me fustaidst.storage. deln.%erAM.nand bndng of WW SeAA and ss system., see ANSUMN Duality Canada, DSB49 and BCa/ Building Component Sebryfnfund.Uor I. 6M Parke East BNd. eveH., from Trass Plate Imgho.. 218 N. Us Street, Suite 312. Alexandria, VA=314. Tampa FL 3010 Job Truss Truss Type Ply M11323 T19884600 M11323 AS SPECIAL �Oty 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL ca 4.DB 12 M-4 3x4 = 4 21 6 8.240 a Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 07:54:31 2020 Page 1 2x3 II 5x8 = 6 22 7 12 it 5x12 = 3x4 = 4x5 = 3x12 = 2.00 12 10-0.4 204-8 22-0.0 34-0-0 10E< 9.104 1-7-8 12-0-0 Scale=1:60.6 Plate Offsets (XY)— r2'0-1-15 Edgel 17'05-8 0-2-81 LOADING (psf) SPACING- 2-M C51. DEFL. in (loci Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.65 12-13 >624 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.0812-13 >379 240 MT18HS 244/190 BCLL 0.0 ' Rep Suess Incr YES WB 0.69 Hom(CT) 0.33 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 154 lb FT=0% LUMBER - TOP CHORD 2x4 SP M 30 SOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 2-2-0 cc pudins. BOT CHORD Rigid ceiling directly applied or 3-11-11 cc bracing. REACTIONS. (size) 2=0-8-0, 9=0-8-0 ,. Max Hom 2=-129(LC 8) Max Uplift 2=-803(LC 10), 9=-803(LC 10) Max Grant 2=1312(LC 1), 9=1312(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten, - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=5488/3444, 3-0=-5117/3183, 4-5=-3911/2497, 5-6=-2576/1770, 6-7=-2586/1779, 7-8=-2663/1762,8-9=-3021/1971 BOT CHORD 2-13=-3143/5224, 12-13=-1956/3292, 11-12=-1369/2481, 9-1 1=1 70512827 WEBS 3-13=-396/420,4-13=-1028/1721, 5-13=3001797, 5.12=-894/601, 6-12=-265/263, 7-12=2941391,7-11=-374/691, 8-11=535/502 NOTES- 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=14ft; B=52ft; L=341; eave=fill; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exteriar(2) -1-0-0 to 2-4-13, Intedor(1) 24-13 to 31-7-3, Exterior(2) 31-7-3 to 35-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 prof bottom chord live load nonconcurrenl with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joints) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (Il=lb) 2=803,9=803. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2020 ® WARNING- Verlrydeslgnp rwm,Wrsand READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MII-7473rev, 10MV2015 BEFORE USE. Design wild forYLe MIyl41M MlT.Ms LOM2Lbrs. This design Is based only upon paRmelBrs sIxwm, and Is for an Individual building component not a Wsa Before.". the building designermuetveMy Pe applicability of design parameters and property Incorporate this design Into Me overall boldingdesign. Bredngindimtedlstopmv ntbuL nofiMMdualWssw bandlorOh memb mody. Additional temporary and permanent bracing 11� MtTeK Is aWays required for stedliN and W prevent Collapse Wn possible personal mury and property damage. ForgeneratguldanceregaNmgthe recreation, storage. doltwry. Belden and bracing offenses and Was systems, see ANSWPI1 Ouslity Croons, DSB-09 and BC51 BUI1dIng Component 6904 Parke East Blvd. Sahtylnrormaeoo avallabie from Tross Plate InstiMe, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 y 4.00 12 4x4, — 2x3 II Axis = 3x4 = 4 24 525 26 6 27 7 Style=1:68.6 3x5 = 3x8 = 3x6 = 6x8 = 3x6 = 3x4 = 3x5 10-0-0 I 20-4-0 24-0-0 34." 10-0-0 1044) 341-0 10-M Plate Offsets (X.Y)— [2:0-0-14 Edge] 17:0-5-4 0-2-0] 19:0-3-14 0-1-8] LOADING (psi SPACING- 2-" Cat. DEFL. in Qoc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.18 11-21 >917 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Verl(CT) -0.3811-21 >432 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.89 Horr(CT) 0.02 13 file We BCDL 10.0 Code FBC2017rrP12014 Matdx-MS Weight: 156 lb FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 2=048-0.9=0-8-0, 13=041-0 Max Hom 2=109(LC 9) Max Uplift 2=430(LC 10). 9=249(1_C 10). 13=928(1.0 10) Max Gmv 2=685(LC 19), 9=386(LC 20), 13=1616(LC 1) BRACING- ' TOP CHORD Structural wood sheathing directly applied ors-11-9 eC puriins. BOTCHORD Rigid ceiling directly applied or 6-0-0 oo bracing. FORCES. Qb) -Max. CampJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=1275/1025, 34=913/708, 45=829r705, 5-6=-565/807, 6-7=565/807, 7-8=104/278,8-9=-341/235 BOT CHORD 2-15=836/1187, 13-15=-341309, 11-13=-256/348, 9-11=-124/304 WEBS. 3-15=-425/501, 5-15=-044/665,5-13=-1215/1079,6-13=264/300, 7-11=-255/396, 8-11=461/521, 7-13=-837/703 NOTES- 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=14ft; B=5211; L=34ft; save=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) A-M W 2-0-13, Interior(1) 2-4-13 to S-25, Exterior(2) 5.2-5 to 14-9-11. Intedor(1)14-9-11 to 19-2-5. Fxtedor(2)19-2-5 to 28-9-11. Intedogl) 28-9-11 to 31-73, Exterior(2) 31-7-3 to 35-0-0 zone;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 34-0 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 10016 uplift at joint(s) except i t=1b) 2=430, 9=249,13=928. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE N08182 MiTek USA, Inc. FL Carl 6634 6904 Padre East Blvd. Tampa FL 33610 Data: April 3,2020 ® WARNING -Veriydeslenpammelersand READ NOTES ON THIS AND INCLUDED All REFERENCE PAGEMII-7473rev. MI032015 BEFORE USE. Design valid forum only War MRek® comeclom. Tom design Is based only upon parameters shown, and Is for an individual bugdI g component. not a buss system. Before use, me building designer must vent' Pe applicability of design parameters and property incorporate Nis design Into me overall buiidingdesign. Sontag Indicated la to prevent buehling ofindividual buss web andforchoN members only. Adsimmutemporayendpmmanentluming MiTek' Is always required far Mmi y and M prevent collapse Was possible personal may and property damage. For general gukenra regaling Ne fabdelio4 storage, delivery, erection and brmig promises and "as systems,sea ANSMII Quality Cdtads,DSO.89 and BCS1 Building Component 6904 Parka East Blvd. Safeylnformallon fardabie from Tmss Had Institute, 218 N. Lea Sbaet, Suite 312, Alexandra, VA22314. Tampa, FL 36610 Job Truss Truss Type Pty M11323 T19884602 M11323 GRA HIP �Qty 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 17 8.240 s Mar 9 2020 MTek Industries, Inc. Fri THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 4x4 = 11 14 3 07.54:33 2020 Scale=1:60.6 3x5 = 3x6 II 3.6 = 6x6 = 3x6 = 6x8 = 4x4 = 6x8 = TRUSS DESIGNED FOR WIND LOADS IN THE PLANE OF THE TRUSS ONLY. FOR STUDS EXPOSED TO WIND (NORMAL TO THE FACE), SEE STANDARD INDUSTRY GABLE END DETAILS AS APPLICABLE, OR CONSULT QUALIFIED BUILDING DESIGNER AS PER ANSVTPI 1. 841-0 11-1-1 74-15 1V 2fi-0-0 34-0-0 841-0 I 3-1-1 I i ]-60 I 8.04 Plate Offsets (X,Y)— 12:0-2-2,Edgel.13:0-3-B,Edael.121:0-M,Edgel. 124:0-3-8.0-Ul. 127:0-3-8,0-3-M LOADING (psf) SPACING- 2-M Cat. DEFL In (roc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.20 24-35 ,914 360 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.57 Veri(CT) -0.24 29-32 >552 240 BCLL 0.0 Rep Stress Incr NO WB 0.98 HordCT) 0.02 22 Na We BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 194 Is FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc puriins. BOT CHORD 2x4 SP M 30 Except: WEBS 2x4 SP No.3 1Row at mill 8-21 BOTCHORD Rigid ceiling directly applied or 6-M Do bracing. JOINTS 1 Brace at Jqs): 7, 8, 19, 17,14 REACTIONS. All bearings 0-8-0. (Ib) - Max Hom 2=179(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 2=351(LC 8), 27=1168(LC 8), 26=1495(11C 8). 22=-625(LC 8) Max Gmv All reactions 2501b or less atjoint(s)except 2=487(LC 17),27=2232(LC 13), 26=2929(LC 14). 22=984(LC 14) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less exceptwhen shown. TOP CHORD 2-3=-621/387, 3-5=-304/838, 5-7=-588/1209, 7-8=-588/1209, 8-12=-588/1209, 12-13=-588/1209, 13-15=.588/1209, 15-16=-588/1209, 16-18=-588/1209, 18-20=2230/1280, 20.21=.2230/1280, 21-22=2271/1263, 6-9=-126/305, 9.11=106/363, 11-14=193/412, 14-17=-94/271,19-21=143/272 BOT CHORD 2-29=247/677, 27-29=189/640, 26-27=7791446, 24-26=411/653, 22-24=1083/2108 WEBS 3.29=500/1176, 3.27=1766/911, 5-27=748/622, 5-26=-546/351, 13-26=-946/617, 18-26=2412/1474, 18-24=846/1780, 21-24=35/351, 4.5=608/514, 19-20=335/305, 14-15=556MG7, 11-12=254/54 NOTES- 1) Unbalanced roof live loads have been considered for this design. This item has been 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf, BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 3) Provide adequate drainage to prevent water Dancing. Sealed by Velez, Joaquin, PE 4) All plates are 20 MT20 unless otherwise Indicated. using a Digital Signature. 5) This truss has been designed fora 10.0 par bottom chord live load nonconcumenl with any other live loads. a Printed copies of this 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. document are not considered 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 351 lb uplift at joint 2, 11681b uplift at Signed and Sealed and the joint 27, 1495 lb uplift aljoin126 and 625 lb uplift al Joint 22. Signature must be Verified 8) Girder caries hip end with 8-M end setback. on any electronic Copies. 9) Graphical puriin representation does not depict the size or the orientation of the Purim along the top and/or bottom chord. Joaquin Velez PE No.68182 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 lb up at MTek USA, Inc. FL Cart6834 26-0-0, and 9671b dawn and 461 Ib up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the 6904 Parke East Blvd. Tampa FL 33610 responsibility of others. Date: 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). , April 3,2020 UNIMAIMStanclard ®WARNING- vionweelgn pzamatee and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 me. 1p/ MO15 BEFORE USE. sesess Design valid for use only wit MITe6W cannoclors. Tina design Is bored only upon parameters shown, and Is for an IndNMual building component. not a truss system. satire use. to building deslgnar most verily to appIlla lety ofdesign paametem and properly hwryarate this design talcum, overact buildingdesign. Bradng indicated Is t prevent bucCing ofindividual truss web andfurchord remove only. Mohamed temporary and permanent bracing WOW Is We, resolved rarstabllityand to preventcollapo wit possible personal Injury and propaM1y damage. Forgenaalguldanceregarding Ole fabrication, stoage,dell%ery. orectian and bracing MVusses and truss systems, we ANSM11 Ovens, LNtede,DSs-89 and SCSI Svllding Component 6904 Parke East Blvd. Seretylnlwmadon walbble form Tessa Plate Institute, 218 N. Lee Street. Suite 312, Atxandda, VA 22314. Tampa. FL 36810 Job Truss Truss Type Oty Ply M11323 T79884602 M11323 GRA HIP 1 1 I Job Reference (op0ona0 Chambers Truss, Inc, Fort Pierce, FL 8.240 s Mar 9 2020 MTek IndusMes, Inc. I'd Apr 3 07:54:332020 Page 2 ID:_etClo Cab V nhuls4ypJyuFUK-0K4cPSEUat2zd0vM9s4DTb5nSvPvIY6proo9%AZUUjq LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 21-23=54, 2930=20, 24-29=47(F=-27), 24-33=-20, 3-11=-126(F=-72), 11-21=-126(F=-72) Concentrated Loads (Ib) Vert: 29=-641(F)24=-641(F) ® WARNING -V Uydesign paramours and READ NOTES ON MIS AND INCLUDED MTEKREFERENCE PAGE MIP7473mv. IOMMO15 BEFORE USE. Design valid for use only with MTekc, corrections. TN3 deep Is based only upon parameters sbgwn, and In for an Individual building component. not aWss system. Below use, be building designer must verly the applicability of design parameters and pmpedy lncorporaN Nis design Into Ne overall bWldingdeslgn. Bmdngindiwledletopmventbuc in,.flndMdualWsswebandlgrMOMmembemo , Add6mmltempuraryantlpmmenanttowng WOW Is always mqulred for stability and 0 prevent collapse wita possible personal Injury and property damage. For general guidance regarding me fabroatien,storage, calvary. aredlon and bracing ofN6ses and Was systems. we ANSITPIf Quality CNteda, DS949 and BCSI Building Component 6904 Parke East Blvd. SNeylnlormadan avalade Wm Tmss Plela l.stiM..210 N. Lee SML SWW 312. At.dde, VAM14. Tampa, FL 3010 Sx12MTI8HS = 4.00 12 4x10 = 2x3 II 46 = 23 4 5 6 5xl2MT18HS = Sees =1:58.6 Axis = 3x6 II Safi = 6a12 = Gx12 = ads = 3.8 II 4x6 = 8-0-0 13-8-0 20.44 26-0-0 34-0-0 8-0-0 5-8-0 6.8.0 53-0 8-0 e Plate Offsets (X Y)— 13:0-9-0 0-2-81, [5:0-3-0 Edge1 [8:0-9-0 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) gde0 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.22 16-19 >999 360 MT20 2441190 TOOL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.30 16-19 >820 240 MT18HS 244/190 , BCLL 0.0 ' Rep Stress Ina NO WB 0.90 Horz(CT) 0.06 9 Ne n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 1631b FT=0% LUMBER - TOP CHORD 20 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 20 SP No.3 *Except' 4-14,7-13: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 13=0-8-0, 9=0-8-0 Max Hom 2=90(LC 7) Max Uplift 2=-853(1-C 8), 13=-2590(LC 8), 9=-345(LC 8) Max Grav 2=1451(LC 13), 13=4743(LC 15), 9=528(LC 14) BRACING - TOP CHORD Structural wood sheathing directly applied or3-1-14 oc pudins. BOTCHORD Rigid ceiling directly applied or 53-14 oc bracing. WEBS 1 Row at mldpt 3.14, 8-13, 6-13 FORCES. (III) - Max. Comp./Max. Ten. - All forces 250 (ib) or less except when shown. TOP CHORD 2-3=.3625/1950, 3A=2080/1236, 4.6=2080/1236, 6-7=1296/2589, 7-8=-129612589, 8-9=751/370 BOT CHORD 2-16=-1729/3460, 14-16=-1753/3525, 11-13=-262t733, 9.11=.241/668 WEBS 3-16=-035/1209, 3-14=1552/774, 4-14=837/691, 7-13=-878t713, 6-13=3635/1919, 8-11=-432/1204, 6-14=-1453/2814,6-13=-3198/1807 NOTES- 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=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exit C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 8531to uplift at joint 2, 25901b uplift at joint 13 and 345 lb uplift at joint 9. 8) Girder caries hip end with 8-0-0 end setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loggia) 9671b down and 461 Its up at 26-", and 9671b down and 461 Ib up at 8-0-0 on bottom chord. The design/selectlon of such Connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54,3-8=-131(F=.77), 8.10=.54, 16-17=-20, 11-16=49(F=-29), 11-20=-20 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MITok USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 3;2020 ® WARNING -VeHfydealgnparametars and READ NOTES ON MIS AND INCLUDED MITEKREFERENCE PAGE M147413 rev. M1092015 BEFORE USE. Design vaM for use onty WM MTek® communes. Tide design is based only upon gammmem storm, and Is fee an Individual building cvmpcnent, net a Mae syelem.Before use. Ire belong designer must assay the applicability A design pammetem and peolserly lncoremate this design Into 0e owmil bullding design. Bacing lndlcated is to prevent bucking of Individual buss web andlar choN members only. Addlllonal Uncanny and Onnument among WOW isonto,,,eeulredforstabilityendopreventcollapse Wa wslbiopers dinluryaMpmpedydamage. ForgenemIguidarmneganingthe fabrication, atorege, delNe&ry Madan end aredng of Wssea and Muss systems,sea ANSUFRII Quality Cdief., DSB-e9 end BCar Building Component Sarefyln7ormAdon le 1mm Truss Plate IndMe, 218 N. Lea Stand, Suite 312, Aoaandda, VA 22314. 690A Parke East BNd. will. Tampa, FL 36610 Job Truss Truss Type Oty Ply T19884603 M11323 GRS HIP 1 �N!11323 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 16=641(F)11=-641(F) 8.240 s Mar 92020 MTek Industries. Inc. Fri Apr 3 07:54:35 2020 Paget ID:SrRaEyyrg04M78G4mW 6LWyuFUJ-MICNg7Gl6UlgU3IHH7hY069Sj3emSr6J6HGb2zUUjo ®WARNING Verd deslgnparametersand READ NOTES ON MIS AND INCLUDED MITEKREFERENCE PAGE MA7413.1 10,0=015 BEFORE USE. Design valid for use only WM Mi mnnectars. This design h Lewd only upon parameter shown, and Is felon inell bu limp companem. rat a Wsesyslem. Belomuse, the building designer mustvedfy be anepiicalotity of design parameters aM property hooipomte this deal, Into Ne overall -•Y� bulldingdeslgn. Bracing bWiodhd is W prevent buckling ofindivkiuul Luse web andlorchard members only. Ad dltlonaltemporagladpenranentmcing WOW Is always required for stability and to prevent Wages war possible Pemenel Injury and pmpeny damage. Forgenerdlguldonceregarding Me fabrication, storage. delNeq, emotion and beading MWseee and Wee 6ynerml,60 ANStlTPll Qualify Winds,DS&B9 and BCS1 Building Component 6904 Parke East Blvd. Sarelyln reemadon evalede Wm TNce Pieta InsbWte, 21e N. Lee Street Suite 312. Alexendda, VA22314. Turned, FL 36610 TRUSS T19884604 1-0-0 2-0-0 1-0-0 2-0-0 3x4 = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) gde0 Ltd TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 7 >999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Hoa(CT) -0.00 3 n/a n1a SCOL 10.0 Code FBC2017rrP12014 Matrix -MP 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=67(LC 10) Max Uplift 3=.28(LC 10), 2=136(LC 10), 4=-3(LC 7) Max Grev 3=39(LC 15), 2=141(LC 1). 4=31(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. PLATES GRIP MT20 244/190 Weight 8lb FT=0 BRACING- TOPCHORD Structural wood sheathing directly applied or 2-0-0oc purtins. BOT CHORD Rigid calling directly applied or 10-M oc bracing. NOTES- 1) Wind; ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=14ft; 8=52ft; L=34ft; eave=6ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C.0 for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcumad 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 28111 uplift at Joint 3, 1361b uplift at joint 2 and 3lb uplift at joint 4. Scale =1:7.8 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Vele2 PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 3,2020 ®WARNING.VivardeslDnpaamelers and READNOWS ON THIS AND INCLUDEOMITEKREF£RENLE PAGE Mi47413rev, 1040=015BEFORE USE Deelgnverld for uee onlywit, M170M wmedan. Me dedm is basetl only aeon parameters shown, antl Is an IndFAdual balding component, rot a bus. system. Before use, the bunch, designer mustved(y the, ... licabliry of design ".mete. and pmpedy Nwrymafaihb design Into the overall buildingdoslgn. Baring Indicated is to prevent buddhlg of Individual buss web arellorchoel members only, Addithmaiteen,daryantlpmrammntbradng WOW Is always required forste Arty.nd to prevent weapon wish pessele pansmal Injury and properly, damage. Forgencedguldanwregandingthe fabdweon, Noage. tlalivary, aredbn antl baWgolbuesesaM Wss systems,see ANSIRPIf Ouafry Crlfxrs, DSB-0g end Goal Bullding Componsnf 6904 Pada East Blvd. Sahrylnfiatubon available from Trov Plate bweena, 218 N. Lea Street Suite 312, Aleemtlda, VAM314. Tampa. R. 3010 Job Truss Truss Type Oty Ply T19084605 M11323 J4 MONO TRUSS 8 �Ivhlifi 1 Job Reference joi ChambersTruss, Inc., Fort Pierce, FL 3x4 = 8.240 s Mar 92020 MITek Industries. Inc. Fri Apr 3 07:54:36 2020 Scale=1:11.1 4-0-0 LOADING (psf) SPACING- 2-" CsL DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Ven(LL) 0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Ved(CT) -0.02 4-7 >999 240 BCLL 0.0 Rep Stress Inch YES WS 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-MP Weight: 14 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SO No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oC pudins. BOT CHORD 2x4 SO No.3 BOT CHORD Rigid ceiling directly applied or 1000 oc bracing. REACTIONS. (size), 3=Mechanical, 2=0-8-0,4=11viechanical Max Horz 2=104(LC 10) Max Uplift 3=-80(LC 10), 2=-161(LC 10), 4=7(1-C 10) Max Great 3=90(LC 1), 2=207(LC 1), 4=69(LC 3) FORCES. ' (Ito) - Max. Comp./Max. Ten. - All farces 250 fib) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vul1=165mph (3-second gust) Vasd=128ni TCDL=4.2psF, BCDL=3.Opsf; h=141t; B=52ft; L=34ft; eave=6fl; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Fxtedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 par bottom chord live load nonconcurrenl with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 8t 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 801b uplift at joint 3,161 Ito uplift at joint 2 and 7 lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.60162 MiTak USA, Inc. FL Cad 6634 9904 Parke East Blvd. Tampa FL 33610 Date: April 3,2020 ® WARNING. Verly design panmerms and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 01-14 r3 rev. 10/OL10f 5 BEFORE USE. Design valid foruse only With MITekel consectem. This design Is based only upon p romeem shown, and Is (man Individual building component, not ITS! a buss system. Before use, Me building designer must verRy, Me appllcabaly of design parameters and property Montanus this desgn into the overall buildingdeslga.Bear, Indicated is to prevent M.i ofindlvidual bussweb and/or chord mamben only. Addliscnal tomporsry and permanent bracing MOW Is a6veys regulred nrmall ad 0 prevent collapse calf posslCle personal lnlury and pmpem'tlamage. For general guldance regarding Me recruiter, storage, delivery, madon and boxing of trusses and truss systems.see ANSUTPH Quality created,DSO.89 and SCSI Building Component 6904 Parke East Blvd. Safatylnfmmedon availablefmm Tmss Platelnstitute,218N.LeeslreeLSUIta312,Naxandda,VA22314. Tempa,FL 36610 Job Truss Truss Type oty Ply M11323 T79884606 M 11323 J6 MONO TRUSS 8 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Mar 9 2020 MRek Industries, Inc. I'd Apr 3 07:54:36 2020 Pane 1 IDdP61I_[7xSx c_D04uz9yuFUGgvml2TGNtGQXUTexRew5D;R77MUV7DFYm1 p8UzUUjn -0-0 60-0 1-0-0 6-0-0 Scale=1:14.6 Sad = 60-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (roc) Vde0 Lfd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.36 Vert(LL) 0.11 47 >629 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vat(CT) -0.12 4-7 >617 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 nta rda BCOL 10.0 Code FBC2017frPI2014 Mahlx-MP Weight: 201b FT=0 LUMBER- BRACING. TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 at pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M Go bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=10echanical Max Holz 2=142(LC 10) Max Uplift 3=131(LC 10), 2=-194(LC 10), 4=8(LC 10) Max Grav 3=145(LC 1), 2=279(LC 1), 4=102(LC 3) FORCES. (Ib)-Max. CompJMax.Ten.- Allforms 250(Ib) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2ps1; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 par 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 131 lb uplift at Joint 3, 194 lb uplift at Joint 2 and 8111 uplift at Joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.66162 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2020 AWARNING -Vedfydesl9nparametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIA7473rev. IN G015 BEFORE USE Design valid for Ind only with M r.disconneola s. Time design Is eased only upon pammete s eLovm, and Is for an indi mhad building component, not eMssoretem. aeforeuse. No building designer must verity ono appliwblliry efdesen parameters and propeM haatoate pas design lino ea overall buildingdonIgn. Baring indicated is to preventbucknng ofindividuat truss web andlor chord members mporary permanent only. Additional teand p anent bmcing tr {� 1Tek• Is Mvaya rasuirad for Mabllityend to pravent mllepsewlth passible pmsonal Injury and propeM damage. For general guldance regari ng Ne 1y1 fabrication, sbmge,delivery, announce and bradng oftmseoe and truce systems, see ANSUTPN coney CNteda,DSB-89 and BCSI Building Component 6904 Perko East BNd. Seleglnformadon available from Tale Plata Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa. FL 36610 TRUSS T19884607 3x5 = Scale=1:17.4 BO-0 LOADING (psQ SPACING- 2-0-0 CS1. DEFL in ([cc) gde0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Ved(LL) 0.26 4-7 >367 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Ved(CT) -0.30 4-7 >319 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Hom(CT) -0.00 3 DIG Na BCDL 10.0 Code FBC20177TPI2014 Matrix -MP Weight 26 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-M cc pudins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 3=1ilechanical, 2=0-8-0, 4=10echanical Max Ho¢ 2=180(LC 10) Max Uplift 3=175(LC 10), 2=-228(LC 10), 4=15(1-C 10) Max Grev 3=188(LC 1), 2=352(LC 1).4=145(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 fib) or less exceptwhen shown NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.0psY h=14ft; B=52S; L=34ft; eave=6ft Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-0-13, Intedor(1) 2-4-13 to 3-1-13, Exterior(2) 3-1-13 to 7-11-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Bl 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 175 Ill uplift at joint 3, 228 Ill uplift at joint 2 and 15 lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 fdiTek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2020 ® WARNING - YMy design parameron and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NII-7473 mv. IMM015 BEFORE USE. Design valid Muse onlywlN MITsua connectors. The design Is based only upon parameters shown. and Is for an Indrildual building component. not � a buss system. Before use, Me building designer sx, verify Me.ppllwbility of design pr ameters and propeM Incorporate tNs design Into Me oveaa build gdeslgn, BactnglndlwledlsmpmwntbuckpngaindivMualtruseweban&or0oNmemWmoNy. Aldsonaltempoaryandpm eenentbracing Welk' Is always required for subtly and to prevent collapse with possible personal Injury and property damage. ForgenealguWanroregardinglhe fabdcation, staa6o, tlellve�ryY�� Bretton and bracing M bd bass ansystems. 9e6 ANSMII Quality Comde, DSO.89 and SCSI Building Component 6904 Parke East Blvd. Stlery/nlmmeupn evdlabe faro Truss Plate Inelltute. 218 N. Lee Street Suit. 312. Alexandra, VA22314. Tampa, FL 26610 Job Truss Truss Type —` Oty Ply M11323 T19884608 M17323 KJB MONO TRUSS 4 7 Job Reference (ooticnall cnameers l Nss. Inc., Fort Plane, FL 8.240 s Mar 92020 MRek Industries, Inc. FitApr 3 07:54:38 2020 Pagel ID:Lcg54J7LuEanan7t40b7WMyuFUF-nHuVT91GOPgFknoKyPgOAeooawBGz ZY74WwCNzUUjI -15-0 73.4 113-0 1-5-0 1 734 1 3.11-12 t Scale =120.3 3x4 = ••' �� 5 3x4 = LOADING (psi SPACING- 2-0-0 CSI. DEFL in lici Well Utl PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.29 Vert(LL) 0.07 7-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.12 7-10 >999 240 BCLL 0.0 Rep Stress Ina NO WB 0.46 Horz(CT) 0.02 6 Na n1a BCDL 10.0 Code FBC20177TPI2014 Matrix -MS Weight 44 lb FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-11-5, 6=Mechaniml Max Holz 2=244(LC 8) Max Uplift 4=205(LC 8), 2=305(LC 8), 6=286(LC 8) Max Grav 4=245(LC 13), 2=166(LC 1). 6=590(LC 13) FORCES. (Ito) -Max. ComptiMax.Ten.- Allforces 250(I1h) or less except when shown. TOP CHORD 2-3=11511523 BOTCHORD 2-7=-687/1126, 64=-687/1126 WEBS 3-7=0/330,3-6=-12361755 BRACING - TOP CHORD Structural woad sheathing directly applied or 6-M cc purling. BOTCHORD Rigid ceiling directly applied or 8-9-6 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vu1t=165mph (3-second gust) Vasd=128mph; TCDL=4.2psp BCD1-=3Apsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 par bottom chord live load nonconcunent with any other live loads. 3) • This buss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss Connections. 5) Provide mechanical Connection (by others) of truss to hearing plate Capable of withstanding 205 lb uplift atjoint 4, 3051b uplift at joint 2 and 286lb uplift at joint 6. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard This item has been 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increaseiii electronically signed and Uniform Leads (plf) sealed by Velez, Joaquin, PE Vert:1-2=-54 using a Digital Signature. Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27}to�=-152(F=-09, B=-49), 8=0(F=10, B=10)-to-5=-56(F=-18, B=-18) Printed copies of this P document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cert6634 8904 Parke East Blvd. Tampa FL 33610 Date: April 3,2020 ® WARNING -Vastly design Wrameters and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE MI1d473 ri lal0L2af9 BEFORE USE, Design w[d far use onlywim Welitrcormecem. The design Is based ody upon parameters chimer, and Is for an Indiddual building component, net HT 11 a new system. Before use. the building designer must verify the epplicebility of design pemmetem and properly lnwrponste his design into the ovemll buldingdesign. Bmdnglndlwtedlslopmv ntbuckingofindivkualb cos banNarchoNmemb monly, Additional temporary and pemanentbracing MiTek- salwaysrequlred kuldebtlityend to prevent collapse wlM possible personal injury and property damage, Forgeneralguldanmmgardingthe fabdcetlon, stomga, delivery, erasion and bracing of trusses and buss systems, sae ANSNPI7 Quality Criteria, DSB-09 and SCSI Building Component 69M Parke East Blvd. Safety Information avelleNe from Truss Plate Insgade, 218 N. Lae Street, Suite 312, Alexandra, VA 22314. Tampa. FL 36610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION _►I 0_1 3I4 Center plate on joint unless x, y r}--I--� offsets are Indicated. 648 dimensions shown In ft-In-sixteenths I I (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. '-\—�( I--k'Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal orX-bracing, is always required. See SCSI. 0„ C14 �� 2. Truss bracing must be designed by an engineer. For 16 1 WEBS Cyr 4 wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor 1 T O = U ry' ; m p0 }^ of bracing should be considered. 3. Never exceed the design loading shown and never Inadequately d sv°p r=j stack materials on braced trusses. p 4. Provide copies of this truss design to the building °ram ter cs� For 4 x 2 orientation, locate plates 0- y,e from outside designer, erection supervisor, property owner and all other interested parties. BOTTOM CHORDS edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of buss at each This symbol indicates the JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSln-PI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from ' Plate location details available In MITek 20120 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TP11. software Or Upon request. NUMBERSILETTERS. noted, moisture content lumber 8. Unleshall n t exceed shall not exceed 19 % at time of fabrication. . PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC-ES Reports: use wih fire retardant, preservative treated, or green lumber. The first dimension Is the plate 10. Camber is a non-slmctuml consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. in all respects, equal to or better than that specified. 13. Top chords must be sheathed or pudins provided at output. Use T or I bracing spacing Indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14, Bottom chords require lateral bracing at 10 a. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. 15. Connections not shown are the responsibility of others. Indicates location where bearings (supports) occur. Icons vary but 16. Do not al or filler truss member or plate without prior of © 2012 MiTek® All Rights Reserved approval an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. ® 18. Use of green lumber may pose unacceptable 1. healtho environmental, health or performance risks, Consult with with Industry Standards: M1, project engineer before use. ANSIrrPI1: National Design Specification for Metal 19. Review all potions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. Is not sufficient. BCSI: Building Component Safety Information, ke M 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, iTe ANSIrrPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015