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&s- 6136. �e MiTek RE: M11323 - M11323 IS Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek USA, Inc. RECEtVEo Site Information: 6904 Parke East Blvd. Customer Info: WYNNNE DEVELOPEMENT CORP Project Name: CARLTON More dPrh)36n-4115 MAY 0 s'n,n Lot/Block: Subdivision: p `"40 Address: N/A enn/tdng oQ City: PORT ST LUCIE State: FL at, db�/p @Ungyyent Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License M 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 8.1 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 13 individual, 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 T19884596 A 4/3/20 2 T19884597 A5 4/3/20 3 T19884598 A6 4/3/20 4 T19884599 A7 413/20 5 T19884600 A8 4/3120 6 T19884601 A9 4/3/20 7 T19884602 GRA 4/3/20 8 T19884603 GRB 4/3/20 9 T19884604 J2 4/3120 10 T19884605 J4 4/3120 11 T19884606 J6 4/3/20 12 T19884607 J8 4/3120 13 T19884608 KJ8 4/3/20 FILE COPY REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY This item has been electronically signed and sealed by Velez, Joaquin, PE Ws tali al 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 based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdichon(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 MiTek or TRENCO. Any project specific 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 vedfed the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly Incorporate these designs Into the overall building design per ANSI/TPI 1, Chapter 2. l,uuFufrl �,,POU OWN No 68182 *; :* O'.. STATE OF i���sslO N A, E%C?'� Joaquin Velez PE No.68182 MITek USA, Inc. Fl. Cart 6634 6904 Parke East Blvd. Tampa Fl. 33610 Date: April 3,2020 Velez, Joaquin 1 of 1 Job Truss Truss Type cry Ply �M11323 T79884596 M11323 A COMMON 9 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL �1 4.00 12 4x5 = 27 8.240 s Mar 92020 MTek Industries, Inc. Fri Apr 3 07:54:27 2020 Scale=1:57.8 17 '" 15 "" "' 14 '- 12 SAS = 2x3 II 4x6 = 3x8 = 3.8 = 4x6 = 2.3 II 3x6 = 6-]-13 124-13 21-7-3 27-4-3 3:4 6-7-13 1 69-0 9-2-] 5.9-0 67-13 Plate Offsets (X Y)— [2:0-0-2 Edffej [10:0-0-2 Edaej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) War Lid PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.39 Vert(L-) 0.3214-15 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.61 14-15 >670 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.65 Hom(CT) 0.12 10 nda Na BCDL 10.0 Code FBC20171rP12014 Matrix -MS Weight: 16316 FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3.7-12 oc purling. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or4-11-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-179(LC 8) Max Uplift 2=832(LC 10), 10=-832(LC 10) Max Grav 2=1362(LC 1), 10=1362(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3419/2395,3-5=2771/2031, 5-6=-2770/2152,6-7=-2770/2152, 7-9=-277112031, 9-10=-3419/2395 BOT CHORD 2-17=213213213, 15-17=-2132J3213, 14-15=1269/2000, 12-14=213213213, 10-12=-2132/3213 WEBS 6-14=635/983, 7-14=313/362, 9-14=-089/499, 6-15=-035/983, 545=-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=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 24-13, Interior(l) 24-13 to 13-7-3. EMedor(2)13-7-3 to 204-13, Interior(1) 204-13 to 31-7-3, Extedor(2) 31-7-3 to 35-0-0 zone;C-C for members and foxes & 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 nonenncurrenl with any other live loads. This item has been 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 fail by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. electronically signed and 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10016 uplift atjoint(s) except Gt=ib) sealed by Velez, Joaquin, PE 2=832, 10=832. Using a Digital Signature. 6) Hanger(s) or other connection device(s) shall be providedsufficientto support concentrated load(s) 50 Ib down and 47 Ib up at Printed copies of this 15-M. and 50111 down and 47111 up at 19-0-0 on lop chord. The designIselection of such connexion device(s) is the responsibility of others. document are not considered 7) In the LOAD CASE(S) section, loads applied to the face of the buss are noted as front (F) or back (B). Signed and Sealed and the signature must be verified LOAD CASE(S) standard copies. on any electronic co1.25, p 1) Dead +Roof Live (balanced): Lumber Increase=Plate Increase=1.25 Joaquin Velez PE ND.68182 Uniform Loads =-54, 6-11=54, 18-21=-20 Vert: i-0=- -6 MiTak USA, Inc. FL Cart 8834 Concentrated Loads (Ib) $904 Parke East Blvd, Tampa FL 33610 Vert: 26=50(F) 27=-50(F) Date: April 3,2020 ®WARNING Verly design Pammefers and READ NOTES ON MIS AND INCLUDED MITEKREFERENLE PAGE MI14473 rev. f0/0312015 BEFORE USE. Design valid fm use only Wun MmeW wnnectma. This design Is based only upon ,emavaem ahmvn, and is fer an Individual building component not my a truss system. Before use. and building designer musivenry the applicability of design undminem and property inaommate mid design Ixo the overall buildingdesign. Bminglndiwtedlsbpmve bur ingaindF miftnwebanNcrMordmombemo I, Addidenaltemporaryandparmanenlbmcing MiTek' is always re9ulre0 far stablllyendb prevent wllapsewiN possible pereonel lnNry end OrePeM damage. ForgenerelguidanceregaNmg Ule fabdwUon. atomgeAellveryry ereNonantl braGng of W¢saaarM Wss ¢ystam¢. ¢ae ANSUrPU9uagry create, DS"Q and SCSI Sugding component 69M Perks East Blvd. Sa/erylnkneadon dust Is from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA=314. Tampa, FL 36610 Job Truss Tmss Type Oly Ply M71323 T79884597 M11323 AS SPECIAL 9 1 Job Reference (optional) Chambers Tmss, Inc., Fort Pierce, FL 4.00 12 5x8MT18HS II 8.240 s Mar 92020 MiTek Industries, Inc. Fri Apr 3 07:5448 2020 3w1e=1:59.8 13 12 6x12 = 2x3 I 3x6 = 3x12 = 2.00 12 IDca 20-4-8 zs-4-D 3a-o-9 06-0 9.104 5-11-8 7-8-0 Plate Offsets (X Y)— 12:0-1-15 Edge] [4:0-3-0Edgel f10:0-0-6 Edgel LOADING (psf) 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 2441190 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 Ina YES WB 0.60 Horz(CT) 0.36 10 me me BCDL 10.0 Cade FBd2017/TPI2014 Matrix -MS Weight: 155 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 3D TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 *Except' WEBS 6-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Holz: 2=179(LC 8) Max Uplift 2=-803(LC 10), 10=-803(LC 10) Max Grav 2=1312(LC 1), 10=1312(LC 1) FORCES. (lb) -Max. Comp./Max. Ten.. - All forces 250 Qla) 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, 6.14=-2175/3326,6-13=-279/534,7-13=-237/277, 9-13=-786/560,9-12=0/269 Structural woad sheathing directly applied or 1-7-8 oc purling. Rigid ceiling directly applied or 3-9-12 oc bracing. 1 Row at midpt 6-14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst h=14ft; 8=52ft; L=34ft; eave=6ft; Cat, II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extaior(2) -1-0.0 to 2-4-13, Interior(1) 2-4-13 to 13-7-3, Extedor(2) 13-7-3 to 20-6-4, Interior(1) 20-6-4 to 31-7-3, Extedor(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 This Item has been 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. electronically Signed and 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 sealed by Velez, Joaquin, PE will fit between the bottom chord and any other members. using a Digital Signature. 6) Bearing at)oinl(s) 2 considers parallel to grain value using ANSIfnol 1 angle to grain formula. Building designer should verify printed copies Of this p Capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) except (It=11a) document are not considered 2=803, 10=803. signed and Sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 69U Parke East Blvd. Tampa FL 33610 Date: April 3,2020 ®WARNING -Verify design pammofers and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 111IId473 rev. 1010312015 BEFORE USE. Design valid tar use only with MM M) connectors. Tee design Is laced only upon parameters shown, and Is for an IndMdmI building mmpanant. not my a Wss system. Before uw, Ne talking deign rmfidverly the eppllwbiliy of deslgn parameters and propmy Incorporate Nis design Into the overall bWflargdedgn.Brad, indicated la to prevent budding oflMitldual truss web andlorchord members only. Accrue temporary and permanent bredng MiTeK Is always ra,tered (mssailiyand 0 preventcollapse with possible par mal injury and property damage. Fargeneml guldance regarEing the febdcebon,ctorege. delhrery amal end leafing traffic ffic and W. systems,see ANSDrPl1 Qualify Crifada,DSB-B9 andBCS/ Building Component 69M Parke East Blvd. Safelylaformatlon avallaryIe 8om Trues Plate ImtiMe, 21a N. Lee Street, Suite 312, Aleaandda, VA22314. Tampa, FL 36610 Job Truss Tmss Type ON Ply M77323 T19BB459B M11323 A6 SPECW. 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Mar 9 2020 MTek Industries. Inc. Fit Aor 3 07:54:29 2020 Scale=1:61.9 4.00 12 3x12 = 2.00 12 Ox10 MT78HS = 5x6 = 5x8 = 2x3 II 34 = 10b4 i15-0-0 tG-0{( 20-0-8 2571-75 34-0-0 1044 44L12 -0-0 443 6-7-7 8-0-1 t Plate Offsets (X,Y)— [2:0-1-15,Edgel, [3:0-M.Edgel,[5:0-5$D-1-131.17:0-2-7,Edge1.19:0-M,Edge1 LOADING (poll SPACING- 2-0-0 CSI. DEFL in Qoc) Udell Ud 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 125 BC 0.93 Vert(CT) -0.9214-17 >443 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Hocn(CT) 0.34 9 No Na BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Weight: 157 lb FT=0 LUMBER - TOP CHORD 2x4 SP M 30 'Except' 3-5,6-7: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3'Exmpt' 5-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=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 Structural wood sheathing directly applied or 2-2-0oc pudins. BOTCHORD Rigid ceiling directly applied or 2-2-0 Do bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ito) or less except when shown. TOP CHORD 24=5491/3336, 4-5=5095/3071, 5-6=231411551, 6-8=2398/1533, 8-9=-3199/1981 BOT CHORD 2-14=-304015224, 13-14=-1195/2361, 12-13=-112312199, 11-12=-1731/3001, 9-11=1731/3001 WEBS 4-14=492/513, 5-14=1707/2959, 5.13=405/196, 6-13=-179/522, 8-12=893/660, 8-11=0/303 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft, Cat. 11; Exte C; End., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 24-13, Interior(l) 24-13 to 31-73. Extedor(2) 31-7-3 to 35-0-0 mne;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 painting. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide will 6t between the bottom chord and any other members. 7) Bearing alloint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 He uplift at joint(s) except Qt=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.68162 MiTek USA, Inc. FL CoA6634 6904 Parke East Blvd. Tampa FL 33910 Date: April 3,2020 ®WARNING -Verily dearer pareember and READ NOTES ON MIS AND INCLUDED MITENREFERENCE PAGE 5!II-7473 rev. 101031015 BEFORE USE. Design euld for use onty cash Mrl connectors.Tris deslgn is based orly upon pammuen eh.wn, and is for an lndlvMual bullding a mpanent, net . trues.,,.. Bar. use, Me bullding designer man verify Me applicablury d design parameter and property Incorporate this design Into the meal balding design. Baling kWiwted is ro pmwM buckling ofMatWual truss web andlor Nord members any. Additional temporary and permanent bracing MiTek' 1. atway.rx,a.dfm.abllity. and to prevent callapsewllh possible permal injury and property damage. Forgeneralgeldonceregmdinglhe fabrication, namge, nativey, macron and br.Wng.1 bus"a and WSs.yetMm.. a.. ANSVTPIf Ovallry Glroda, O58-BgandeCSIBuilding Component 6904 Perks East Blvd. SalarylnhrtnaVan mallable from Trans Plata lnatItute.218 N. Lee Street,8ui1e 312, AhauUdde,VA=1114. Tampa, FL 36610 Job Tru$s Truss Type cry Ply �1,411323 T79884599 M11323 A7 SPECIAL 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Mar 92020 MiTek Industries, Inc. Fri Apr 3 07:54:30 2020 Scale-1:60.8 Sx8 = Ann r- 5x6 = Sx12 = 2x3 II ste 3x12 = 2.00 12 I 145-0 -275 34-0t0-0ilat 1-08 8-0-0 Plate Offsets KY)- t2:0-1-15,Edgel.l4:0-4-0,0-2-31, i7:0-0-2,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.66 it >616 36D MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.1010-11 >369 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr YES We 0.95 Hom(CT) 0.34 7 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight 147 lb FT=0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 4-11: 2x4 SP M 30 REACTIONS. (size) 2=0-8.0, 7=0-8-0 Max Harz 2=-149(LC 8) Max Uplift 2=-803(LC 10), 7=-803(LC 10) Max Grav 2=1312(LC 1), 7=1312(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purling. BOTCHORD Rigid ceiling directly applied or 4-0-2 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 23=-5484/3370, 3-4=5116/3126, 4-5=222911544, 5-6=2448/1599, 6-7=-3169/1993 BOT CHORD 2-11=-3071/5219, 10-11 =-I 590/2874, 9-1 0=-1 73812968, 7-9=-173812968 WEBS 3-11=-419/443,4-11=1466/2647,4-10=8121448,5-10=-2051487, 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; TCDL=4.2psf,, BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; save=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1.0-0 to 24-13, Interior(1) 24-13 to 31-73, Extedor(2) 31-73 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 psf bottom chord live load nonconcurent 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) Bearing atjoint(s) 2 considers parallel to grain value using ANSIfrPI 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 Ib uplift at joint(s) except ()t=11a) 2=803,7=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 Cart 6634 6104 Parke East Blvd Tampa FL S3610 Date; April 3,2020 ®WARNING-VNIfy design pammmers antl READ MOMS ON THIS AND INCLUDED MOEK REFERENCE PAGE MIArdr3 rev, r010=015 BEFORE USE. Design valid for use only wAh MITeAQ connectors. This design Is based any upon pammetersshown, and 13 for an IndNldual building ours mam.M a buss system. Before use, Ne building designer must vody the applicablliy of design pammetais and pmpady, Incoiporete the design into Ua overall buldi,gdosign. BmunglndimWdleMpmventbudlhgollnCMdualbmswebandlorOoNmemb mo*. Additional lempomryand pmmanentloodng Mew isalwaysrequlreLfor slability and to prevent collapse vdM possible personal injury antl prePeM damage. Forgenerslguldanceregamingtle fabticatlon, storage, tlelivery, ereNan antl bmdng Mbuasos and Wea syatams, sea ANSYFPIf Quality Crlhrla, DSB-Bg and BDSI Building component 6901 Perk. East Blvd. Salary lnlormadon ..liable from Truss Plate lnatiWta,218 N. Lee Street Suite 312. Alexandria, VA 22314. Tempe, FL 36610 Job Truss Truss Type Oty, Ply T79884600 M11323 AB SPECIAL 1 �M11323 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Mar 92020 MiTek Industries. Inc. Fri Aor 307:54:312020 scale=1:60.6 Sx6 = 4.00 12 4 21 3a4 = 2.3 II 5.8 = 5 6 22 7 i 12 11 5z12 = 3x4 = 4x5 = 3,12 = 2.00 12 Plate Offsets (X Y) - 12:0-1-15 Edgel 17:0-5-8 0-2-81 LOADING (psf) SPACING- 2-M CSI. DEFL. in (lot) VdeB 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 2441190 BCLL 0.0 ' Rep Stress Incr YES WB 0.69 Hom(CT) 0.33 9 Na n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 1541E FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purilns. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid telling directly applied or 3-11-11 oc bracing. WEBS 2x4 SP No.3 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 Grav 2=1312(LC 1), 9=1312(LC 1) FORCES. (Ib)-Max.Comp./Max. Ton. -All forms 250(I1h) or less except when shown. TOP CHORD 2-3=5488/3444, 3-4=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, 9-11=-1705/2827 WEBS 3.13=396/420, 4-13=102811721, 5-13=3007797, 5-12=-894/601, 6-12=-265/263, 7.12=294/391, 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=34ft; save=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2.4-13, Intedor(1) 2-0-13 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 pointing. 4) All plates are MT20 plates unless otherwise Indicaled- 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' This item has been 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. electronically Signed and 7) Bearing atjoinl(s) 2 considers parallel to grain value using ANSI/TPI i 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 1001E uplift atjoint(s) except gt=lb) Printed copies Of this rinte 2=803, 9=803. 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 Carl 6634 6904 Parka East Blvd. Tampa FL 33610 Data: April 3,2020 ®WARNING -Verity Eealgnparamorerrand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 01-7473rev, 10,V312015 BEFORE USE. Design valid for use only wfth Mmek®connectors. This design is based only upon parameters shown, and Is bran individual Wilding component not a truss system. Before use, me building designer must vent' ma applifabllity of design pammelem and progeny Inwrpoate tads design Into We ovemll bulidmg design. Booing Indicated is b prevent buckling of Individual Was web mayor dust members only. Additional Wmpamry and permanent timing MiTek- Is dmays required for stability and to prevent collapse Win Possible personal Injury and pmpeM damage. Forgeneral guldance regararg Ne fabrication, dodge, coveryry erection and trading of Woos and two systems, see ANSVTPII quality Covens,DS&a9 and SCSI Building Component 69N Perks East BNd. Se7etylnlomra0on ovailsClefremTruss Plate1natiNle,218N.lee Streett.Sulta312,Ml.dda,VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T798B4601 M17323 A9 HIP 1 TJoblRe3fenence (optional) iy 4x4 = 4.00 12 4 O.LVV 9 Mar s Zu,U MI I ex mvusVles, Inc. rn Hpr 6 er:J4:JL zeLe 3x4 = 2,3 II 4x8 = 24 525 26 6 27 7 Style=1:50.6 19 1L 3x5 = SAO = 3x6 = 6x8 = 3.6 = 3x4 = 3x5 im 204-0 24-0-0 34-M 1 n.rM 1n-n -Y-n Plate Offsets (X,Y)— [2:0-0-14 Edger V:054 0.2-01 I9:0-3-14 0-1.81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (roc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.18 11-21 >917 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.3811-21 >432 240 BOLL 0.0 ' Rep Stress Incr YES W8 0.89 Hoa(CT) 0.02 13 We rda BCDL 10.0 -Code FBC20177rP12014 Matrix -MS Weight: 156 lb FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0, 13=0-8-0 Max Hom 2=109(LC 9) Max Uplift 2=430(LC 10). 9=-249(LC 10). 13=-928(LC 10) Max Grav 2=685(LC 19), 9=386(LC 20), 13=1616(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 5.11-9 oc purling. BOT CHORD Rigid calling directly applied or6-0-0Do bracing. FORCES. (lb) - Max. Comp./Max. Ten. -All tomes 250 (Ib) or less except when shown. TOP CHORD 2-3=-1275/1025, 34=9131708, 4-5=-829/705, 5E=-565/807, 6-7=-565/807, 7.8=104/278, 8-9=-3411235 BOT CHORD 2.15=-836/1187, 13-15=-34/309, 11-13=-256/348, 941=-124/304 WEBS 3-15=425/501,5-15-444/665, 5-13=-1215/1079,6-13=-264/300, 7-11=-255/396, 841=461/521, 7-13=8371703 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh, BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; save=6ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterlor(2) -1-M to 24-13, Inlerlor(1) 24-13 to 5-2.5,.Exterior(2) 5.2-5 to 14-9-11. Interior(1) 14-9-11 to 19-2-5, Extedor(2) 19-2-6 to 28-9-11, Intedor(1) 28-9-11 to 31.7.3, Exledor(2) 31-7-3 to 35-0-0 mne;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 porting. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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 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 16 uplift at joint(s) except Qt=lb) 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 No.68182 MiTek USA, Inc. FL Cart 6634 $904 Parke East Blvd. Tampa FL 33810 Date: April 3,2020 ®WARNING. VaN%design paromaters antl READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 rev. IOM312015 BEFORE USE. Design valld far use only wM MiTek® connectors. TNs design is based only upon paremeters slmnn, and Isfor an IndNldual building compsoenL me my 9 buss system. Before use, the building designer must verify Me appllaablln, of tleslgn pa2melem and properly lnemperma Nla design into Me overeg bull 8ingdeslgn. BmcingindtmWdislopmwntbucking oflndivWualbussvrebandlorehokmembenmay. Addinmalumpmaryandpernmenlbmdng MiTek' la always required far sUbllk mud to prevent collapse wigs possible personal injury and properly damage. For9eneralgukanceregekinglbe kbdcation, atomge. derivery erection end Dredng Mhussea antl Luse ayelama,we Masten Quark, Cril DS049 and BCSI Bussing Component 6904 Parka East Blvd. Selerylnlermagon avageryle /rom Tmss Plate Inatilule, 218 N. Lee Street, suite 3@, Alexantlde, VA 22314. Temps, FL 3010 Job Truss Truss Type Oty, Ply T79B84602 M11323 GRA HIP 1 �M11323 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Mar 9 2020 MITek Industries, Inc. Fri Apr 3 07:54:33 2020 Page 1 ID_etCl"C31xW7huls7ypJyuFUK-OK4cPSEUat2zdOvM9s4DTb5n5vPv1Y6prco9XAzUUjq 7-0-0 30-0 1811 22-2-2 28-0-0 34-0-0 5-0 -00 8-0-0 31-1 310.15 1-8-0 3-8-2 3-9-14 8-0-0 -0-0 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 4x4 = FY?1r-SRiQa 3l'IN 3x6 = 3x6 II 3.6 = 6x8 = 3x6 = 6x8 = 4x4 = 6xB = 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 ANS9fPl 1. 30.0 17-1-7 1880 26-0-0 34-0.0 I 3g-0 I 3-7-1 I Td.15 I T.611 I a-n-0 I Plate Offsets (X Y)— r2:0-2-2 Edgel 13:0-35 Edge] [21:0-3-8 Edge] 124:0-3-8 0-301 127:0-3-8 0-3-01 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Ndefi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vea(LL) 0.20 24-35 >914 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.2429-32 >552 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.98 Horz(CT) 0.02 22 n/a Na BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 194111 FT=0% LUMBER- BRACING - TOP CHORD 20 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 20 SP No.3 BOTCHORD JOINTS REACTIONS. AII bearings 0-8.0 Structural wood sheathing directly applied or 4-25 cc pudins. Except: 1 Row at rl 8-21 Rigid tailing directly applied or 61 cc bracing. 1 Brace at Jt(s): 7, 8, 19, 17, 14 (Ib)- Max Hors 2=179(LC 6) Max Uplift All uplift 100111 or less atjoint(s) except 2=-351(LC 8), 27=-1168(LC 8), 26=1495(LC 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. fib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when 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=-189/540, 26-27=779/446, 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=446/1780, 21-24=-35/351; 4-5=-608/514, 19-20=335/305, 14-15=-556/407, 11-12=-254/54 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vali128mph; TCDL=4.2psh, BCDL=3.Opsh, h=14ft; B=52R; L=34ft; eave=6ft; Cat. II; Fxp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate gap DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x3 MT20 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-M 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 351111 uplift at joint 2, 1168 Ib uplift at joint 27, 14951E uplift at joint 26 and 6251E uplift at joint 22. 8) Girder caries hip end with 8-0-0 end setback. 9) Graphical Purim representation does not depict the size or the orientation of the puain along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 9671E down and 461111 up at 26.0-0, and 9671E down and 461111 up at &0-0 on bottom chord. The design/selection of such connection devices) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 Cart 8634 6904 Parke East Blvd. Tampa FL 33010 Date: ADril 3.2020 aStandard ®WARNING- weNlydeslgn parameters and READ NOTES ON TRISAND INCLUDED MITEKREFERENCE PAGEM0.7473 rev. 10MV2015 BEFORE USE. Design valld for use only with MiTemaconnector. The design is based only upon parameters shown, and is loran Individual building component not Iva� a truss system. Before use, the building designer must verify lire appgwblliry cfdesign parameters and pmpady lrob drat0 tale design into the overall buiidingdsMn. Bracing indicated is M prevent Duckli,q ofladlvldual truss web Mayor Nord members only. Additional temporary and pemianenl bracing MITek le always requlred for stabigty and to m.nt ccllapae with possible P urenal Injury and property damage. For general guMaree regarding the faaticatlon, eiorage,delivery. erection and Dredng ofhusseaaM Wss cystems.see ANSVTPIf Ouall4Crifeda,0.aB-89andBCSIBUIIdin9Compomns 6904 Parke East Blvd. BaMlylnrmmaBon available from Truss Plate IosgMe, 218 N. Lee Street Suite 312, Asexual., VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty T19684602 M11323 GRA HIP 1 [ly �M11323 1 Job Reference o llonal Chambers Truss, Inc., Fort Pierce, FL 8.240 a Mar 9 2020 MITek Industries, Inc. Fri Apr 3 07:54:33 2020 Page 2 ID:_elC1"C3jxW7huls7ypJyuFUK-OK4cPSEUat2zdOVM9s4DTb5n5vPvlY6proo9KAzUU)Q LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Unifoml Loads (plf) Vert: 1-3=54,21-23=-54,2"0=-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 -Vodfy design poamefora and READ NOTES ON MIS AND INCLUDED MITEKREFERENCE PAGE ARA7471 rev. 10MV2015 BEFORE USE. Design valid for use only With MRele3 connectan. TNs design Is based only upon parameters shown, and Is for an Individual building component net a Was system. Before use, the building designer must vedfy the applicability of design parameters and papeM Incorporate this design Into the overall building design Bradng Indicated is W pavmd buckling of individual Lease web N numbers andfor chabers only. Addtlmml tempoary and permanentbadng pI� WOW Is ahveys regulred ror stability and to prevent collapse wigs possible personal Injury and Mossy damage. Forgenealguldanceregardingthe fabdonorl,aW.gI. dolNmg caadt.n and basing of nuance and W696y.weso. sea ANSUMN Quality CrooN;DS&89 and BCS1 Building Component 6904 Parke East Blvd. Safety Loneness. available Wm Trues Plate Institute, 218 N. Lee great, Sege 312, Rosandria, VA 22314. Tempe, FL 3010 Job Truss Truss Type Oty Ply T79B84fiO3 M11323 GRB HIP 1 �M11323 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierre, FL 8.240 a Mar 9 2020 MiTek Industries, Inc. 14 5x12MTI8HS = 4x10 = 5x12MT18HS = 4.00 12 W II Axe = 2.3 II 3 23 4 5 6 7 24 8 3 07:54:34 2020 Spain =1:58.6 Axe = Sea II 54 = 6x12 = 602 = 5x8 = 3x6 II Axis = 6-0-0 1&8-0 W 2fi-0-o 34A1-o 8-0-0 5-8-0 I 6-8-0 SA-0 8-0-0 Plate Offsets (X V)_ (3:0.9-0 0-2-81 f5:0-3-0 Edeel f8:0-9-0 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) /deg L/d PLATES_ GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vett(LL) 0.22 16-19 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.3016-19 1820 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr NO WB 0.90 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matti Weight: 153 lb FT=0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except' 4-14,7-13: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 13=b-8-0, 9=0-8-0 Max Holz 2=90(LC 7) Max Uplift 2=-853(LC 8), 13=-2590(LC 8).9=345(LC 8) Max Gmv 2=1451(LC 13), 13=4743(LC 15), 9=528(LC 14) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-14 oc putting. BOTCHORD Rigid ceiling directly applied or 5-3-14 oc bracing. WEBS 1 Row at mldpt 3-14, 8-13, 6-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=3625/1950, 3-4=2080/1236, 4.6=-2080/1236, 6-7=-1296/2589, 7.8=-1296/2589, 8-9=-751/370 BOT CHORD 2-16=-1729/3460, 14-16=-1753/3525, 11-13=-262/733, 9-11=-241/668 WEBS 3.16=-035/1209, 3-14=15521774, 4-14=-837/691, 7-13=-878T713, 8-13=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; VuIt=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh, BCDL=3.Opsf; h=14ft; B=52ft; L=341t; eave=6ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water porting. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 par 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 tit between the bottom chard and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 853 Ib uplift at joint 2, 2590 lb uplift at joint 13 and 345 Ib uplift at joint 9. 8) Girder carries hip end with 8-0-0 and setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 lb up at 26-0-0, and 967 lb down and 461 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 13=-54, 3-8=-131(F=-77), 8-11 16-17=-20, 11-16=-09(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 MiTek USA, Inc. FL Cart6634 89U Parke East Blvd. Tampa FL 33610 Data: April 3,2020 ®WARNING-Verlydeelgn vernmetera and READ NOTES ON MIS AND INCLUDED MITEKREFERENCEPAGE MII.1473re, 1MV2015 BEFORE USE. Design valid for use only With MnekO convention. This design Is based only upon parameters shown, and Is for an Individual building component, not �- e Muss system. Below one, Me building designer must veMy the applicability Mdesign parameters and propady Incorporate tnls design Into the overall bulldingdeelm. BadngiWlmte istopreventbu IngotlndMdmil savreban&l aaMmemb mmiy.Additionaltemporeryandpermamotbraccl, MiTek' IsaA pmquimdforsUblilywdtapreventmllepsevnlhpossiblepmonellryuryaMpmpmtydemage. Forgereralgudance"aMingme fabrication, slam re, delhrery, erection and bracing of Mine and truss systems, sea ANSM11 quality cNferl; DSSi and BCSI aullding Component 69N Parke East Blvd Safetylnfnrma6on available from Truss Plate Institute, 218 N. Lea Street Suite 312, Aiexandda, VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T19884603 M11323 GRB HIP 7 �M11323 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 16=-641(F) 11=$41(F) 8.240 s Mar 92020 MTek Industries, Inc. Fri Apr 3 07:54:35 2020 Paget ID:SrNaEyyrgD4M78G4mVVBLWyuFUJ-MiCNp7GI6UIgtJ3IHH7hVOB9S)3emSr6J6HGb2zUUjo ® WARNING READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE MIF7473rev. IOIOM015 BEFORE USE. Dasl9n valk fe Y90 MIyvAN MReUB GOMeotM.711b tlesign b based oNy Upon parematere shown, end is for en htlividual bWl4ing wmpanam, net aft. nftm. Before use,Ne building designer must veMy the applicability IN design parameters and propeM hoarseness this design Into Oe werel bundingdoslgn. Bmchglndkatedlsfopmv ntbuddingoflwWM lausswebandlwc memWmMly.Additionalbmporaryand panm0nentseeing MiTek' 7 Is always required far stebmty and to prevent collapse wl0 posslse personal Injury and property damage. Forgenerai ukenceeegardhg Me fabrication, storage, deliveryry median and seeing of truseee and truss sypons, we ANSIli CYegly Conrad.,DSB-89 and BCSI Building Component 6904 Parke East BIM. Safely lnlamagon avaJab1. from T.. Plate InsgWk, 218 N. Lea Seem Suits 312. Alosandda, VA ZT14. Tampa, FL 36610 Job Truss Truss Type Gty Ply M11323 T19884604 M11323 J2 MONO TRUSS 8 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3rA = 8.240 s Mar 92020 MTek Industries, Inc. led Apr 3 07:54:35 2020 Pagel ID:xl?zSlzTbJCDIIrGPH1 OukyuFUI-MICNg7Gl6UIgt131HH7hYOBJ7jCDmgz6JBHGb2zUUjo 2-0-0 Scale =1:7.8 LOADING (psl) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 7 >999 360 MT20 244/190 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 Horz(CT) -0.00 3 Na me BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight: 8lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanice1,2=0-8-0,4=Mechanical Max Horz 2=67(LC 10) Max Uplift 3=-28(LC 10), 2=-136(LC 10), 4=-3(LC 7) Max Gmv 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 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst,, BCDL=3.Opsf; h=14ft; B=52f ; L=34ft; eave=6ft; Cat II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(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 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2816 uplift at joint 3,136 to uplift at joint 2 and 3 It, 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 MiTek USA, Inc. FL Cart 6634 6004 Parke East Blvd. Tampa FL 33610 Date: April 3,2020 ®WARNING VaNty dealgn pammefers and READ NOTES ON MIS AND INCLUDED MITEx REFERENCE PAGE MIA7473 rev. 10/03/2015 BEFORE USE. Design valld for uae only wall Mmek9 connectnre. Tins design Is based only upon pamad ers shown, am is for an Individual building companenl, not a truss ease. Before use, the building designer must wage 0. appllwbility ofdesign pammetem and propermaxap slascob design has the..Tl bulldngdeslgn. BmWgindlwWdlsWpmventbuWingotiMMdwlbussa banNorchordmemwmo ,. Addronaltempomryandpennanembradng M!Tek' le always reeuimd for dittaliryand W prevent collapse Min possible personal Injury and prepedy damage, Forgenere guidanw regarding the febdwlipn, atomge, tlalivery. areNon antl bracing of trusses antl lmss cyamms, eae ANSVTPll Dually Cotes, OSS-69 and SCSI SuIldlng Component 6904 Parke East BIM. SeklYlnlemallon available from Truss Plate Institute, 218 N. Lea arrant Suite 312, Alexandra, VA22314. Tampa, FL 36610 Job Truss Truss Type pry Ply T19884605 M11323 J4 MONO TRUSS 8 �M`11323 1 Job Reference (optional) Ghampers truss, Inc., Fort Pierce, FL 3x4 = 8.240 s Mar 92020 Mrrek Industries, Inc. Fri Apr 3 07:54:36 2020 Pagel ID:PDYLfd_5MdK4MSOTZ?ZRxyuFUHgvm12TGNtoOXUTem?ew5DjDW7UmV7DFYmlpSUzUUjn Scale-1:11.1 LOADING (pal SPACING- 2-0-0 CS1. DEFL in Qoc) 0de0 Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.39 Ven(LL) 0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.02 4-7 >999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 14 lb FT=O% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=11echanical, 2=0-8-0, 4=Mechardwl Max Horz 2=104(LC 10) Max Uplift 3=80(LC 10), 2=161(LC 10), 4=7(LC 10) Max Grant 3=90(LC 1), 2=207(LC 1), 4=69(LC 3) FORCES. Qb)- Max. CompJMax Ten. - Allforces 250(Ib) or less exceptwhen shaven. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 cc pudins. BOTCHORD Rigld ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.0psf; h=140; B=52ft; L=34ft; eave=61t; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) mne;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 nonconcumenl 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 80 Is uplift at Joint 3, 161 Ib uplift at Joint 2 and 7lb 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 Na.88182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33910 Date: April 3,2020 ® WARNING - Verify design I vrsmeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. IWOY2015 BEFORE USE. Design vital (muse on lM Mmek0sormestors.Maa design Is based only upon parameters shown, and Is for an Individual bulltling component,not a truss system. Before use, the building deaigndmustvadfy Me applicability of design parameters and pmMdy moo pmete Nis del Into tie overall bAcingdestm. BmWgindl=W isbpevantbud WdlMivkaa ssw anWwftNmemb run y. AdditimaltempomrydMpmmorembracing MOW Is always required forsteblliy and to prevantcollapse Will possible personal in;ury and prapedYdamage. Forgenerel gukance regarding the febticatlon, slomge, tlelMery, ereNon end brednp albuseea antl truss syatema,sea ANSUTPIf Gustily CHtedy DSB-89 and SCSI Basal Component Bass Parke East Blvd. smetylnformaden available ham Truss Plate InaOWte, 218 N. Lea Strad. Suite 312, Alexandria, VA 22314. Tampa, R 36610 Job Truss Truss Type Oty Ply T798B4608 M11323 J6 MONOTRUSS 8 �Ml`1323 1 Job Reference Lo2tionall Chambers Truss, Inc., Fort Pierce, FL 8.240 a Mar 92020 Mrrek Industries. Inc. Fd Apr 3 07:54:36 2020 Paget ID:IP6jtzJ/xSK_c_IXi4uz9yuFUG-gvm12TGNtoOXUTexr?ew5DjR77MUV7DFYm1 p8UzUUjn 1-0-0 6-" 1ao 64w Scale-1:14.6 3x4 = 6-0-0 LOADING last) SPACING- 2-0-0 CS1. DEFL in OGG) War L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.36 Vert(LL) 0.11 4-7 >629 360 MT20 244/190 TCDL 7.0 Lumbar DOL 1.25 SC 0.83 Vert(CT) -0.12 4-7 >617 240 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 3 n/a nia BCDL 10.0 Code FBC2017rTP12014 MBbix-MP Weight: 20 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oo pudins. BOT CHORD 2x4 SO No.3 BOT CHORD Rigid coiling directly applied or 10.0-0 oo bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0,4=Mechanical Max Ho¢ 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. 0b) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf, BCDL=3.OpsQ h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Fxtedor(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 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 3-64) 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 Ib uplift atjoint 3, 194 Ib uplift at joint 2 and 8lb uplift atjoint 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.69182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: April 3,2020 ® WARNING -Verily desl9n pammders and READ NOTES ON MIS AND INCLUDED fd?Efr REFERENCEPAGE MIP7473 rev, fOMV2015 BEFORE USE, Design valid for use only with Ands, mmmctom. Tide design Is based only upon parameters shown, and Is for an Individual bus gcomponent, not a Wss systom.Before use, me busing designer must verify the appiirabiay of design parameters and properly Incokate gib design Into the overall bdldingdoslgn. Bracing Indicated is b prevent buckMg oflndividuat Wss web enNm choN members day. Adiidonaltempararyandpamianeatbracing � MiTek' Is aware required for stability and to prevent collapse with possible personal Injury and property damage. Fdgeneraiguldenceregardinglhe fabrication, scene, delNe asARm and buses of ounces and ss systems. see ANSVTPI1 closer, contends DSBl9 and BCS1 Building Component 6904 Parke East Blvd. Sandy Information available from Truss Plate Iiistitde, 218 N. Lee sued. Suite 312. A waindda, VA 22314. Tampa, FL 36610 Job Truss Truss Typa Oty ply T19884607 M11323 JS MONO TRUSS 20 �M11323 1 Job Reference a bona) m, mu., run r,em, ri. 3a6 = 8.2413 s Mar 9 ZU20 MfTek Industries, Inc. Fri Apr 3 07:54:37 2020 Page 1 Santa-1:17.4 aoo LOADING (par) SPACING- 24)-0 CSI. DEFL in Coo) Odeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.62 Vert(LL) 0.26 4-7 >367 360 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.30 4-7 >319 240 BCLL 0.0 ' Rep Stress Inor YES WB 0.00 Horz(CT) -0.00 3 Na n1a BCDL 10.0 Code FBC20177rP12014 Matdx-MP Weight: 26 lb FT=0 LUMBER- BRACING. TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied orb-0-0 oc pull SOT CHORD 2x4 SP M 31 BOT CHORD Rigid calling directly applied or 10-0-0 oc Imaging. REACTIONS. (size) 3=11viechanical, 2=0.8-0,4=Mechanlcal Max Hom 2=180(LC 10) Max Uplift 3=175(LC 10), 2=-228(LC 10), 4>15(LC 10) Max Grav 3=188(LC 1). 2=352(LC 1), 4=145(LC 3) FORCES. pb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34Q eave=BR; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-4-13. Inledor(1) 2-4-13 to 3-1-13, EMedar(2) 3-1-13 to 7-11-8 zane;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 nonconcument with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for buss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 175 lb uplift at joint 3, 2281b uplift at joint 2 and 151b 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 MiTek USA, Inc. FL Cart BBM 6904 Parke East Blvd. Tampa FL 33610 Data: April 3,2020 ®WARNING-YW& dwlgnpanm0are and READ NOTES ON MIS AND/NCLUDED MITERREFERENCEPAGENY-7473 rov. 1MV2015BEMRE USE. Design valid foruse onlyvAN Miele® comeckre. We deep is based only upon p rometen sperm, and is foram IndNldual buildng cenewenb not Iva� e truss system. Before use, the bulking deslgnermust ver0ythe eppapbiary Ndaspnparameters and pmpedy Incorporate rah design InW me overall bulldingdaslgn. BrednplMiraledbto prevent buGJing MlMhkual trues coop anwar Moth mambas only. AddilbnN kmporery end pemanentbrecing MiTek' Is always required forstabllly and to prevent collapse with possible assanal lnluryand properly damage. Forgenemlguldancaregmiloode kbdWll.n.eteRg., doleryry, modon and br&:ng of hvisas and WSe systems, see ANSMIf Quellry MlWa.DS8-BOand SCS/Bul/d/ng Componmf Sahfyln/ adon mileWefrom Tmsslelele lnsotula,218 N. Lee Street, sulte 312. AIevandda, VA22314. 6904 Palle East Blvd. Tempe. FL 3010 Job Truss Truss Type Ory Ply M11323 T19884608 M11323 KJB MONO TRUSS 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Mar 9 2020 MITak Industries. Inc. Fd Apr 3 07:54:38 2020 Page 1 ID:LcgS4J7LuEancmZr40b7WMyuFUF-nHuVrgldOPgFknoKyPgOAeooawBGmZy74WwCNzUUjI -t-5-0 7-3 I 11-341 1-5-0 7-3-4 3AI-12 Scala=1:20.3 3x4 = 5 3.4 = LOADING (psQ TCLL 20.0 TCDL 7.0 BOLL 0.0 ' BCDL 10.0 SPACING- 2-M Plate Gdp DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC20171TPI2014 CSI. TC 0.29 BC 0.30 WB 0.46 Matrix -MS DEFL. in Vert(LL) 0.07 Vert(CT) -0.12 Horz(CT) 0.02 (kc) Well L/d 7-10 >999 360 7-10 >999 240 6 n/a n1a PLATES GRIP MT20 2441190 Weight: 44 Is FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purling. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid calling directly applied or 8-9-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanica1, 2=0-11-5, 6=Mechanical Max Hoe 2=244(LC 8) Max Uplift 4=-205(LC 8), 2=-305(LC 8). 6=-286(LC 8) Max Grey, 4=245(LC 13), 2=466(LC 1). 6=590(LC 13) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1151/523 BOT CHORD 2-7=-687/1126, 6-7=-68711126 WEBS 3-7=0/330, 3-0=-1236f755 NOTES- 1) 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., GCpi=0.18; MWFRS (c irecBonal); Lumber DOL=1.60 plate gdp DOL=1.60 2) This truss has been designed for a 10.0 per 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 2051to uplift at joint 4, 3051Is 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 CASE(S) Standard This item has been 1) Dead * Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 electronically signed and Uniform Loads (pIQ sealed by Velez, Joaquin, PE Vert: 1-2=-54 using a Digital Signature. Trapezoidal Loads (pIQ Vert: 2=0(F=27, B=27)-to-4=-152(F=-09, B=49), 8=0(F=10, B=10)-10-5=-56(F=-18, B=-18) Printed lee of this copies 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 33810 Data: April 3,2020 ®WARNING -Verify deslgn wrammers and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 101ON2015 BEFORE USE. Design valid for use only MM MiTeMs connecter. Tks design is based only upon parameters shown, and is for an IndMdual bouncing commensal, not a toss system. Before use, the bunking designer must ve,gy the applleabgRy of deslgn parameters and propertylncownite Me design Into the oreall building design. Bracing indicated is to prevent bucking of cdiAdual ease web andlor chord memeea only. Addhosed temporary and permanent bei MtTek Is always required for slabitityead to prevent cahopes won possible persenal inluryand imperial damage. Forgenealguldalweragarding Me fabrication, storage, dkl,mr, erection and boons oftrusses and Was spears, we ANSiYrP1l Duality CAmla, Di and BCSI Building Component e904 Pella East BIM. Stleylnformadon everlable from Tmss Plate hedgers, 218 N. Lae Street, Bull. 312, Alexandria, VA22314. Tempe. FL 30M0 0 Symbols PLATE LOCATION AND ORIENTATION EF 1�4�"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. O'11fi r TI I For 4 x 2 orientation, locate plates 0- yta" 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 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or th 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: ANSIITPII: 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 J dimensions shown alixteenths II�II (Drawings not to scale) JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. 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 ANSIfTPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 Mi-rekO All Rights Reserved MiTeke MiTek Engineering Reference Sheet: Mll-7473 rev. 10/0312015 ® 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 bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIrrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSVTPI 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 sae, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or pudins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 R spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others 16. Do not at or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSW-PI 1 Quality Criteria.