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HomeMy WebLinkAboutENGINEERINGRE: 76030 MiTek USA, Inc. MAIL BOX KIOSK 6904 Parke East Blvd. Tampa, FL 33110-4115 Site Information: .Customer: EDWARDS LANDING LLC Lot/Block: Address: UNKNOWN City: ST LUCIE COUNTY Project Name: 76030 Model: Subdivision: State: FL J.UN 0 S 2019 ST. Lucie General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 5 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 T17165947 a 5/28/2019 2 T17165948 gra 5/28/2019 3 T17165949 jl 5/28/2019 4 T17165950 j3 5/28/2019 5 T17165951 kj3 5/28/2019 SCANNED BY sf I_ucie County The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2021. Florida COA: 6634 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the judsdiction(s) identified and that the designs comply with ANSI1TPI 1. These designs are based upon parameters shown (e.g.,loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verity applicability of design parameters and properly incorporate these designs into the. overall building design per ANSI/rPI 1, Chapter 2. ,101%11111111'rJ' °E At i No 22839 * STATE OF :,4/ R1�.P f..n A""%��`1■4 F!CW Walter P. Finn PE No2M9 oLE Mlfek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa R. 33610 May 28, 2019 1 of 1 Finn, Walter Job Truss Truss Type ___77 Oy 7fi030 A Common 3l �MAILBOXT77165947 Chambers Truss, Inc., Fort Pierce, FL 8.240 a May 13 2019 MI rek industries, Inc. 9 ue May 26 u9:01:38 ZU19 rage 1 I D:rOJg3fJ18rlHHz4CeF17spzC2Td.zOKUCVHIgldmQq V RdOIiNBZZrD7808Pm6NUAMzCOUx -2 O a-0.0. 8-0-0 0-0. 10 2 0-0 4-0-0 - 4-0-0 -- 2-10 — —, 4x4 = LOADING (pso SPACING- 2-0-0 Cat. DEFL. in (too) Wall Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(L-) -0.01 6-12 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 6-12 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 4 n1a n/a BCDL 10.0 Code FBC2017TFP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 -REACTIONS. (Itisize) 2=406/0-8-0,4=406/0-8-0 Max Horz 2= 84(LC 5) Max Uplift 2= 224(LC 12), 4=-224(LC 8) Max Grav 2=483(LC 21), 4=483(LC 25) FORCES. (lb) - Max. Comp./Max: Ten. -All forces 250 (Ib) or less except when shown.. TOPCHORD 2-0=466/209,.34=466/209 BOT CHORD 2-6=-100/395, 4-6— 1C0/395 Scale=1:22.5 PLATES GRIP MT20 2441190 Weight: 331b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced fact live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45it; L=24ft; eave=4ft; Cat. hp Exp B; Open, GCpi=0.00; MWFRS (directional) and C-C Comer(3) -2-0-9 to 0-9-12, Extedor(2) 0-9-12 to 4-0-0, Comer(3) 4-0-0 to 7-2-4, Extedor(2) 7-2-4 to W-0-9 zone;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except (jt=lb) 2=224; 4=224. Waiter P. Finn PE No.22639 MTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2019 Q WARNWG.Vedfxdesl9npereinef..dREADNOTES ON TNISANOWCLUDWMU REFERANCEPAGEM674TJree 10Va3120156EFORE USE Design valid for use only with MReiconnectors. This design Is based only upon parameters show and Is for an Individual building component not ��- a mess system. Before use, the building designer must verity Me appllcobirty, of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to budding Individual muss web only. Additional temporary and permanent bracing MiTek- prevent of and/or chord members Isalways required fair s1abalyand toprevent collapse with possible personal injury and property damage. For general guidance regarding the Parke East BNtl. East p Component fob0catlon, storage, delivery. erection and bracing of trusses and truss systems seeANSVTPII QualBNtyy Cali OS549 and SCSI Building Tampa, FL O Safety Informations llable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Job Truss Truss Type ,]O7tyPiM.AlLBOX KIOSKT17165948 76030 GRA Hip Girder eferencelooter o tional Uhambers Truss, Inc., Fort Pierce, FL 8.240 s May 13 2019 MiTek Inc. Tied May 28 09:01:39 2019 44 = 4.00 12 44 = 3x4 = 3x4 = Scale=1:22.9 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress lncr NO Code FBC2017/TPI2014 CSI. TC 0.16 BC 0.10 WB 0.04 Matrix -MP DEFL. in Vert(LL) 0.01 Vert(CT) -0.02 Hoa(CT) 0.01 (too) Vdefl Ud 7 >999 240 7 >999 180 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 33 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 -REACTIONS. (lb/size) 2=410/0-8-0, 5=410/0-8-0 Max Hoa 2=-70(LC 5) Max Uplift 2=-252(LC 12), 5= 252(LC 8) Max Grav 2=525(LC 45), 5=525(LC 49) FORCES. (lb) - Max. CompJMax. Ten. -All farces 250 (Ib) or less except when shown. TOP CHORD 23=-684/333, 3-4=4328/301, 4-5=-683/332 BOT CHORD 2-8=-362/687, 7-8=-361/694, 5-7=-363/68B NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=451t; L=24ft; eave=4ft; Cat. II; Exis B; Open, GCpi=0.00; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001to uplift at joint(s) except 61=11a) 2=252, 5=252. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 203 lb down and 207 lb up at 3-", and 2031b down and 207 lb up at 5-M on top chord, and 42 lb down and 8 lb up at 3-0-0, and 42 lb down and 8 Ile up at 4-11-4 on bottom chard. The desigrdselection 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). LOAD CASE(S) Standard 1) Dead+ Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 13= 54, 3-4=-54, 4-6=-54, 9-12=-20 Concentrated Loads (III) Vert: 3=-3(B) 4=-3(B) 8=0(B) 7=0(B) WaRerP. Finn PE No22039 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Data: May 28,2019 AWARNWG-Ved/yde9enpus smrsandRE4GNOTESONTNISANOTNCLUOEOMREKREFERANCEPAGEMIL74"rev.aadaaQeiSBEFOREUSE Design valid for use only with MBekS 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 buckling of Individual tmssweb and/or chord members only.. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with passible personal Injury, and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems-eMSVrPlr Qualify CMerto, DSB29 and BCSI BuSdhg Component Sald Informotbrwollable from Truss Rafe Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314, MiTek' 69M Parke East Blvd. Temps, FL 33610 Job Truss Truss Type Oty Ply MAIL BOX KIOSK T77165949 76030 J1 Jack -Open 8 1 Job Reference (optional) OnamDers I msS, Inc., ran rleres, rL a.c+u s mdy ,a cu I rvn ea mu,unies, inc. , ue LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Well L/d TOLL 20.0 Plate Grip DOL 1.25 TO 0.43 Vert(LL) -0.00 5 >999 240 TOOL 7.0 Lumber DOL 1.25 BC 0.04 Ven(CT) 0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hoa(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP N0.3 .REACTIONS. (lb/size) 3=-20/Mechanical,2=261/0-6-0,4=-56/Mechanical Max Horz. 2=54(LC 12) Max Uplift 3=-29(LC 21), 2=-216(LC 12), 4=-81(LC 21) Max Grav 3=24(LC 12), 2=344(LC 21), 4=61(LC 12) FORCES. fib) -Max. Comp./Max. Ten. -Alt fames 250 (Ib) or less except when shown. Scale - 1:6.8 PLATES GRIP MT20 244/190 Weight: 6lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; 6W B; Open, GCpi=0.00; MWFRS (directional) and C-C ExterlI 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 pet bottom chord live load nonconcument with anyother 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) 3, 4 except fjt=lb) 2=216. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cart 6634 6304 Parke East Blvd. Tampa FL 33610 Date: May 28,2019 O WARNING- Vedfydeslg0 pwerreen end READ NOTES ON THISAND MCLUDEDMi KREPERANCEPAGEMIF74M rev. fe0.112015 BEFORE USE Design valid for use only with Mneklaconneofors. ibis 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 opplearbilltyof design parameters and properly Incorporate this design Into Me overoll bdIdingdesign. Bracinglralcoted is buckling individual truss Additional temporary and permanent bracing MiTek' to prevent of web and/or chord members only. Is always required for stability and to prevent collapse with possible persond injury and property damage. For general guidance regarding Me fabrication, storage. calvary, erection and bracing of trusses ontl truss systems, seeANI I QUOIBMryy Cdfeda, D511-09 and SCSI SutdbM Component 69" Parke East Bhd. Safety hdoonatbnwollobie from Truss Rote Institute. 218 N. Lee Sheet. Suite 312, Alexandria. VA 22314, Tampa, FL 33610 Job Truss Type Ply MAIL BO%KIOSK T17165950 76030 �Truss J3 Jack -Open �Qty 4 1 Job Reference (optional)) Unambers I russ, Inc., ran ricros, rL U.24u S may 13 2ul a MI I eK Inaus[nes, Inc. I us May 40 ue:u 1;9. Gu I Y ID:tOJg3fJ18rlHHz4CeF17spzC2Td-Nb7dgWJdzD?LH6S36I_TLOpOD3FvLNlrS4bem1 Scale=1:10.2 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.26 TC 0.43 Vert(LL) -0.00 7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vea(CT) -0.00 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WE 0.00 Holz(CT) 0.00 4 Na n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 121b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. SOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=49/Mechanical, 2=256/0-8-0, 4=21/Mech finical ' Max Ho¢ 2=89(LC 12) Max Uplift 3=-39(LC 12), 2=-177(LC 12) Max Gmv 3=65(LC 21), 2=327(LC 21), 4=46(LC 3) . FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opst h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp. B;.Open, GCpi=0.00; MW FRS (directional) and C-C Exteaor(2)-2-0-9to 0-9-12, Intedor(1) 0-9-12 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gap 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 fit between the bottom chord and any other members. 4) Refer togirder(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 except Qt=lb) 2=177. Waiter P. Finn PE No.22639 MTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 28,2019 O WANNWG-Vedry design pammetenend READ NOTES ON MSANDNCLUDEDMREKHEFENANCEPAGEM0.74ni ve 1hAi10f5BEFONE USE Design valid for use only with MBelda connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a muss system. Before use, the building designer must verity Me applicability of design parameters and property Incorporate this design Into the overall building tlesign. Bracing Indicated 6 to prevent buckling of Individual muss web and/or chord members only. Additional temporary and permanent brocing Welk' 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 musses and muss systems seeANSIMII GualMy Create. 039419 and SCSI Building Component 6904 Parke East Blvtl. Safely Informationa oirabie from Truss Plate Institute. 218 N. Lee street. Suite 312. AlexondrW. VA 22314. Tampa, FL 33610 Jab Truss Truss Type Dry Ply MAIL BO)( KIO SK KT77165951 76030 KJ3 Diagonal Hip Girder 4 1 Job Reference (optional) Gnembers Iruss, mc., run race, rL 2 3x4 = 2.B3 12 o.ava a may m cam mi I en muusmes, mc. rviay co va.m cam ru.c, 3rlHHz4CeF17spzC2Td-roZ71sKGkW8CuG1GgSViuDLcnTcj4g7_hkLhJ7zCOUt 3 3x4 = 8 4 NAILED NAILED Scale=1:13.9 k LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Ndefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC0.32 Vert(LL) -0.01 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr NO WS 0.00 HDrz(GT) 0.00 2 War n/a BCDL 10.0 .Code FBC2017/TP12014 Matrix -MP Weight: 171b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 GOT CHORD 2x4 SP M 30 REACTIONS. (Ib/size) 3=59/Mechanical, 2=322/0-10-15, 4=17/Mechanical Max Hom 2=87(LC 12) Max Uplift 3=-60(LC 12), 2=-284(LC 12), 4=-4(LC 5) 'Max Grav 3=83(LC 44), 2=433(LC 44), 4=52(LC 3) FORCES. (Ito) -Max. CompJMax. Ten. -All forces 250 (Ito) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL--3.Opsf; h=1511; B=45ft; L=24ft; eave=4tb Cat. II; Exp B; Open, GCpi=0.00; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joints) 3, 4 except (jt=lb) 2=284. 6) 'NAILED" indicates 3-1 Od (0.148'x3') or2-12d (0.148'1C3.25') toe -nails per NDS guidlines. 7) In the LOAD GASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-54, 4-5_ =-20 Concentrated Loads (lb) Vert: 8=60(F=30, B=30) Waller P. Finn PE No.22839 MTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 3361D Date: May 28,2019 QWANNWO. Ven/ytlesFm,;xmmIefsms dREADNOiES ON TMSANDINCLUDEDM? KNEFEHANCEPAGEN674nJ v. ltWYlafSBEFONEUSE Design valid for use only with MITek® connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not a truss system. Before use, Me building designer must verily Me applicability of design parameters and property incorporate this design into fie overall bultoing desgn. Bracing Indicated is to buckling of individual muss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse wIM possible personal injury and property damage. For general guidance regarding the 6904 Parke East Bind. fobrlcotion. storage, delivery, erection and bracing of trusses and muss systems, seeANSInPit Quality Cdfedo, DSBd9 and SCSI Building Component Tampa, FL 33610 Safety lnformalbrxrvollable from Truss Plate Institute, 218 N. Lee Sheet, Sulfa 312 Alexandria VA 22314 Symbols PLATE LOCATION.AND ORIENTATION 374 Center plate on joint unless x, y offsets are Indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth, 0-1/ldr For 4 x 2 orientation, locate plates 0-14 from outside edge of truss. This symbol Indicates the required direction of slots In connector plates. Plate location details available In MiTek 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. BEARING 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: ANSIAPll : 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 Inffsixteenths t scale) II�II (Drawings not to scale) I 2 3 TOP CHORDS JOINTS ARE GENERALLY NUMBEREDAETrERED 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 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 BCSL 2. Truss bracing must be designed by an engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or alternative Tor I p bracing should be considered. c 0 3. Never exceed the design loading shown and never an 0 stack materials on inadequately braced trusses. o_ 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 tight/ 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/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 is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that Trusses are designed for wind loads in the plane of the specified. truss unless otherwise shown. 13, Top chords must be sheathed or purlins provided at spacing indicated on design. Lumber design values are in accordance with ANSIlTPI 1 section 6.3 These truss designs rely on lumber values 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, If no calling Is Installed, unless otherwise noted. established by others. 15..Connections not shown are the responsibility of others. © 2012 MITek® All Rights Reserved mm W1 e MiTeka Mfrek Engineering Reference Sheet: Mll-7473 rev. 10/03/2016 16. Do not cut or alter truss member or plate without prior approval of on 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/TPI 1 Quality criteria.