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HomeMy WebLinkAboutTrussz--4z5--d111 MiTeko *-\\ z\,� , Qs� RE: ml1324 MiTek USA, Inc. THE ROYALE 6904 Parke East Blvd. Tampa, FL 336104115 Site Information: Customer: WYNNE BUILDING CORPORATION Project Name: ml1324 Lot/Block: Model: ROYALE Address: UNKNOWN Subdivision: City: 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 27 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 No. Seal# Truss Name Date 1 T19781776 a 4/2/2020 21 T19781796 jc 4/2/2020 2 T19781777 al 4/2/2020 22 T19781797 kj5 4/2/2020 3 T19781778 a2 4/2/2020 23 T19781798 kj8 4/2/2020 4 T19781779 a3 4/2/2020 24 T19781799 kja 4/2/2020 5 T19781780 a4 4/2/2020 25 T19781800 kjb 4/2/2020 6 T19781781 a6 4/2/2020 26 T19781801 mv2 4/2/2020 7 T19781782 b 4/2/2020 27 S+�SQ2 a020 8 T19781783 bh7 4/2/2020 FILE Co�g 9 T19781784 gra 4/2/2020 Y 10 T19781785 grb 4/2/2020 11 T19781786 grc 4/2/2020 12 T19781787 j1 4/2/2020 13 T19781788 j2 4/2/2020 REVIEWED FOR 15 T19781790 j4 a/uzoio CODE COMPLIANCE 16 T19781791 j5 4/2/2020 ST. LUCIE COUNTY 17 T19781792 j6 4/2/2020 18 T19781793 j8 4/2/2020 I+ BOCC 19 T19781794 ja 4/2/2020 20 T19781795 jb 4/2/2020 This item has been electronically signed and sealed by ORegan, Philip using a Digital Signature. Printed copies of this document me 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 SA, Inc under my drect supervision based on1the parameters provided by Chambers Truss. ++++\��Qtt3! 0, Truss Design Engineer's Name: ORegan, Philip ++ O E N 9 '� My license renewal date for the state of Florida is February 28, 2021. SF''•'1' '� Florida COA: 6634 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) Identified and that the designs comply with ANSUTPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. 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 ANSUTPI 1, Chapter 2. No 58126 - ; iz O'.• STATE OF :�4/` 'c4 O R l P �j�2�4 Philip J. O'Began PE No.58126 MiTek USA, Inc. Fl. Cart 6634 6904 Parke East Blvd. Tampa R. 33610 April 02, 2020 1 of 1 ORegan, Philip ab Truss Truss Type Op' Ply THE ROYALEr19781776 �MJ 11324 A COMMON 1d 1 Job Reference (optional) wamnam l Nss, Inc., ran rlerce, rL 4.00 12 4x5 = 6 0.14U S Manl IVIO Mu ex mcusmes. InG. t ue marzR lz:oe:u zu u Scale=1:59.3 17 '" 15 `" 14 12 4x5 = 2KJ II 5x6 M = 3x8 = 2K1 11 4x5 = 3x8 = 5x6 WEI = 12-11-0 22-IA 2fi.Rf1 R ll 84-0 4-7-0 19.2-0 44-0 84 O LOADING (psf) SPACING- 2-" CSI. DEFL in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(-L) 0.33 14-15 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.6414-15 >652 240 BCLL 0.0 Rep Stress lncr YES WB 0.63 Horz(CT) 0.13 10 n1a Na BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight 169 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=139910-8-0, 10=1399/0-8-0 Max Horz 2=223(LC 8) Max Uplift 2=775(LC 10). 10=-775(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3404/2226, 3-5=2807/1885, 5-0=2801/1990, 6-7=-2801/1990, 7-9=2807/1885, 9-10=3404/2226 BOT CHORD 2-17=-1946/3218, 15-17=1946/3218, 14-15=1116/2053, 12-14=-1946/3188, 10-12-1946/3188 WEBS 6-14=-598/1034,7-14=252/246,9-14=-702/541,6-15=-598/1035, 5-15=-253/246, 3-15=701/541 Structural wood sheathing directly applied or 3-1-13 Go pudins. Rigid Calling directly applied or 4.10.7 oc bracing. NOTES- 1) Unbalanced roof live (Gads 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=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-0-0 to 3-9-10, Interior(1) 3-9-10 to 12-8.6, Extedor(2)12-8-6 to 17-6-0, Interior(1) 22-1-0 to 31-2-8 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 100.0Ib AC unit load placed on the top chord, 17.6-0 from left end, supported at two points, 5-0-0 apart. 4) This truss has been designed fora 10.0 psf bottom chord live load noncencument with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 775 lb uplift at joint 2 and 775 to uplift at joint 10. This item has been electronically signed and sealed by ORegan, Philip, 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. PhOipJ. ORagan PE No.58128 MiTek USA Inc. FL Can 6834 69M Parke East Blvd. Tampa FL 33610 Date: March 24,2020 ®WARNING-VerUydeslpnPammemrsandREADNOTESONMISANDINCLUDEDMITEKREFERENCEPAGEMIA7473mv.I&OW2015BEFOREUSE. Deal, Valid ter Yee MIy NIN MITeea) co evens. TN9 Ilmaam I911a9M Mly.W paame@9SxmIn. BM le feran bMMdY bullEa,g ®r,,mmL not a buss system. Belixe uw, the bull designer muslveMymeapp11.1:11W fdesign pamrtatem aM prepaM Inrurpmato Mbdesipn rota Ueevmall bwldingdee,. Bredng lntlica[etl is to prevent buck6r,go/1ndMdual trues weS aMlm Math members only. McildoneltemporeryMdpaManenItmIng MiTek• is ebvays re9ubetl krstabV,y end to prevent collepsoxiM possl0le persarW Nl,ara,N pmpeM dama9a. For9eneral9uBarm rmJmtlN9 Ne /aE(iCdUe,L SWege, deWery,e,BClbn aM b,etl„g MEu99e98M W596y4bmA eea ANSUmll Gaallry Cdteda.05849 andacsl BURdInB Component 6904 Peft Fast Bivd. Safeylnfmmallon available from Tmac Plate Institute, 21e N. Lee Street, Suke 312, Xm,andda, VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply THE ROYALE • T19781777 m11324 Al SPECIAL S. 1 Jab Reference optional) Chambers Tnlss, Inc.. Fort Pierce, FL 4.00 12 5x8 MT18HS = 8.130 S Mat Inc. Tm Mar24 Scale =110.3 14 13 3x5 0 2x3 II 5.12 = U12 = 2.00 12 7T8 13-7-8 23-11-12 35-0.0 ]-8-0 Sit-8 1044 11-04 Plate Offsets(XY)- [2:0-1-2Edge] [8:0-3-0Edge] [10:0-1-15,Edge] LOADING (part SPACING- 2-0-0 CSI. DEFL. in goc) Udeft L/d PLATES GRIP TCLL 20.0 Plate GAP DOL 1.25 TC 0.89 Vert(LL) 0.80 12 >525 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.3912-13 >302 240 MT18HS 244/19D BCLL 0.0 ' Rep Stress Inv YES WB 0.62 Horz(CT) 0.37 10 n/a n/a BCOL 10.0 Code FBC2017/TP12014 Mabix-MS Weight: 159 lb FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3'Excepl' 6-12: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. gla/s'¢e) 2-1349/0-8-0. 10=13491041-0 Max Harz 2=223(LC 8) Max Uplift 2=-825(LC 10), 10=-825(LC 10) BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. WEBS 1Raw at midpt 6-12 FORCES. (lb) - Mu. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=3309/2433, 3-5=2581/2012, 5-6=-2548/2113, 6-7=-5337/4002, 7-9=.5302/3868, 9-10=570214143 BOT CHORD 2-14=2151/3113, 13-14=-2151/3113, 12-13=-14502202, 10-12=-380915431 WEBS 3.14=0265, 3-13=813/590, 5-13=269/317, 6-13=317/567, 6-12=2362/3388, 7-12-2981368. 9-12=-405/352 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; End., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 3-9-10, Interior(1) 3-9-10 to 12-8-6, Exlerior(2)12-" to 17-6.0, Interior(1) 22.3-10 to 31-2.6 zone;C.0 for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip 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 nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TP11 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 825 It, uplift at Joint 2 and 825 lb uplift at Joint 10. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. altegan PE No.58128 Mnek USA, Inc. FL Ced 6634 8904 Parke East Biwd. Tampa FL 33610 Data: March 24,2020 ®wARNI - Verlry dezlgn paamemnand READ NOTES ON THISAND INCLUDED MITEKREFERENCEPAGEMIW473 rev. IWOMD16BEFORE USE. O Ignvalid(muse DorywltllMge mmedom.TNsdeskp,bEasedordyupmpamm shovm,aMisfo mNtividualbulldogesmppnentrot a buss aAt.mEd. Use. me buildingdesignermualvemylhs sppecabiofdosgo panoretersaW propeM nlmrporals this dssgn into the ove,W buildingdo:Igo. 6mdngmdiw[ IsmpmvenibucHngofin4Wual FusswebanNmdmrdmemwmpiny. Admnonapamlm ltemporaryandembadng MiTek' aming Ne Is axvays re4uEed for MaM9ty end tp pmrenl wllepapwlN posslEla pempnal ln)ury eM OmpeMdamege. FprgenW1.14 DS8,89 ANSU]Plf Ouallly CAleAy OSB-09aM BC5r Building component del Ublo 690d Parkp d. Seelyinkarrra9e from Baleylnbrmeuon evmtable hdn Truss Pieta InsaWR, 218 N.lme SVeel, Suite 312, Alerandna, VA 22314. Plato Imbum. 21 N. sSteelems.e 31 3East WI0 Tampa. FL 36810 Job Truss Truss Type Oty Ply THE ROYALE • T19781778 m11324 A2 SPECIAL 1• 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 4.00 12 Sx6 = 4z4 = 8.130 s Mar 112018 MITek Industries. Inc. Tue Mar 2412:64:19 2020 15 2x3 II 5x6 = 3xI2 3x5 = 2.00 12 8-0-1 13-7-8 1 19-0-0 23-11-12 35-0-0 Scala =1:62.3 8-0-1 5-7-7 S." 4-11-12 I1MA Plate Offsets (X,Y)- [2:0-1-2,Edgel, [4:0-2-12,0-3-01, [4:0-0-0,0.1-121. [8:030.Edgel. [8:0-",0-1-121 f9:0-3-2.0-"I [10:0-1-15,Edge1 LOADING (psQ SPACING- 24)-0 CSI. DEFL In (lac) 0defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.75 12 >559 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -1.0212-21 >412 240 MT18HS 2441190 BCLL 0.0 Rep Stress Ina YES WB 0.75 Horz(CT) 0.37 10 n/a n/a BCOL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 160 lb FT=0% LUMBER - TOP CHORD 2z4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 Be No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc purtins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1Row at midpt 7-13 REACTIONS. (lb/size) 2=1349/0-8-0, 10-1349/030 Max Herz 2=205(1_C 8) Max Uplift 2=-825(LC 10), 10=825(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown. TOP CHORD 2-3=-3315/2113, 35=2515A641, 5-6=2524/i699, 6.7=267211734, 7-9=5246/3199, 9-10=-5687/3567 BOT CHORD 2-15=-1849/3111, 14-15=-1849/3111, 13-14=1217/2314, 12-13=-2804/5025, 10-12=-3257i5414 WEBS 3-15=0/300,3-14=-954/692, 5-13=-206/561,6-13=-357/632,7-13=2796/1678, 7-12=1082/1957, 9-12=4791463 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psY BCDL=3.Opsf, h=12ft; B=45ft; L=50ft; save=6ft; Cal. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0.0 to 3-9-10, Interlor(1) 3-9-10 to 31-2-6. Exledor(2) 31-2.6 to 36-M zone;C-C far members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates am MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 380 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoinl(s)10 considers parallel to grain value using ANSUTPI 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 8251b uplift at joint 2 and 8251b uplift at joint 10. Thisitemhas been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.58128 MTek USA Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: March 24,2020 ®WARNING -Vv'*dm lgnpammema antl READ NOTES ON MISAND INCLUDED MITEKREFERENCEPAGEMII.74r) rev. RMOL2015 BEFORE USE. DeslBn vali4 br use Pny v.IT LUTek®mnnerAOn TNa design h 5axetl on7 upon Pammelen dawn, eM Is Iran In4ivitlual6u80ing mmp5nent col eousssycnm eaMause, ma Wiping 4esignermusl ver2y B,e epppmtitiryol Oeegn pemmelem e,q papeMnmrpdaredam,ad Ntognrtbrall builWaprquir Bmdn8lMkalnd le Nm4membnree. MiTek' pro,event6ude WnlinIiSMOpVusswebeMrm FAOdBonaltemmmryen4ing the4n16mcing b alway.n.0maJfor ar"W.endopmvenrcollapse poendtrpe,syst injury pmpe ty AndB Ne IaWraSnfwmadan 4 ,ortMM oft s.. ANSM11 afffy CdIsih DSBm89 ystems,me ANSVAM14NIfy Crlrarla, DSBdeentl BC51 Building Component mla,ercGlonaMSmdrg .218 .UeS aaMrylnrenne0an avalaWa fmm Tmss Ptate InsStute.218 N. Lee Street, Suite 312, Alesen44e, VA 22314. T6904 ampa. L3661BNO. Tampa, FL 36610 Truss Truss Type Oly Ply THE ROYALE • T19781779 �Jlob 71324 A3 SPECIAL 1• 1 Jab Reference (optional) Chambers Truss, Inc., Fort Pleroe, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:20 2020 Page 1 ID:_kfGCA6bx7j2Sy1HDXFw7ye3KX-7CnYMSvPO01bNORfJN621ExHy)(PZ5SNgNRsUGGn 8-0-1 I 14-0-0 { 21-0-0 I 23-11-12 1 2f-9-10 35-0-0 36-0-q e-0-1 &11-15 7-0-0 2-11-12 2-9-14 8.2-6 -0-0 Scale-1:61.3 5x6 4x8 = dne Ri—, 4 5 OVY 13 3x5 = 20 II 5x6 — 3x12 = 2.00 12 1 B-0-1 I 13 21-00 1 23-11-12 1 35-0-0 l 8-0-1 67-7 7-:1 2-11-12 11-0-0 Plate Offsets (X,Y)— (2:0-1-2,Edee).18:0-1-15,Edee) LOADING (psi) SPACING- 2-0-0 Cat. DEFL. in (too) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.69 Vert(LL) 0.72 10 -582 360 MT20 2441190 TOOL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.9810-19 >427 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Ina YES WB 0.74 Horz(CT) 0.35 8 n1a Na BCDL 10.0 Cade FBC2017/TP12014 Matrix -MS Weight 158It, F7=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-0 DO purims. BOTCHORD Rigid ceiling directly applied or 2.2.0 oo bracing. REACTIONS. (lb/size) 2=1349/0-", 8=1349/0-8-0 Max Hom 2=-181(LC 8) Max Uplift 2=-825(LC 10), 8=-825(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 23=3286/2122, 3-4=2556/1711, 4-5=316112095, 5-0=3304/2150, 6-7=5214/3232, 7-8=5695/3643 BOT CHORD 2.13=1853/3079, 12-13=-1853/3079, 11-12=-1338/2410, 10.11=.2826/4982, 8-10=3331/5422 WEBS 3-13=0/293,3-12=-854/595,4-11=-480/959,5-11=-3601724,6-11=-2280/1355, 6-10=1118/1934,7-10=-530/515 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=121t; B=45ft; L=50ft; eave=6ft; Cat. Il; Exp C; Encl., GCpi=0.18: MWFRS (directional) and C-C Extedor(2)-1-0-0to 3-9-10, Inledor(1) 3-9-10 to 31-2-6, Exterior(2) 31-2-6 to 36-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate dminage 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 chard In all areas where a rectangle 3S0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at)oint(s) 8 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 825 lb uplift at joint 2 and 8251b uplift at joint 8. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. aftegan PE ND.58128 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: March 24,2020 ® WARNING -Wfirydealgn pemmerers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev, 101OV2015 BEFORE USE: Design valid for Use Mr WM affix ke oanneC09. TNaded, la ba60d ody emn possmanno slWn, a,N b raven IndNWWI buMfir, oam,onent, not a"a system. Befom tax, Motu[" designermuut rfy Me epocabinyordesign pammeten a,d proper), incorporate Mls deWgn into Meo fl � bulldingdesign. Bmo gindimledistopmv ntbunklingoNndividudbuaswsbanworMordmembemonly. Asimonaltempaveryandpe,manembmdng MiTek• lset pr9uimdfcrsWWIIIyendMWeventmllapsewiMpossiblepav WInluryandpmpe demege. Forgancralgoidn regartling Me hbdaaon, Uompo. deilveryerectlan aM Wad,g afeusses and Uuss syst&na, toe ANSE1711 Goody CdMda. DS"9 and SCSI BUWAg Cemponenf 69g4 Parke Feat BM. SaloyWormadon eveadehwn Truss Plelelmtti ,218N.lae Seeat,su,to312.X mndM,VA22314. Tampa, FL 3010 Joh4 Truss Truss Type Ply THE ROYALS T19781780 m11324 A4 SPECIAL �aty 1' 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierre, FL 5.130 S Mar 11 Zulu MITex Industries. Inc. I ue Mar zA 1z:b i:22 ZUZU rage 1 s-sfi 1z-o-o I 17-e-4ID:- kzfi3G-Co-A6 6bxT12Sy1HDXFw7ye3".xb2I a2T9L1GNggaI3Ts4M-rgBTNaOkzc?IfOwhaJ6u-0-0w-0-glr GI z0.l1-1iz2-913-D-0 8 127 Sea = 3x4 = 3x4 5x8 =2x3 II 6 7 Sae=1: 61.3 3x6 = 3x4 = SAE = Zoo 12 3xi2 c e4-2 13-7.8 17L-0 2&11-12 JJ- 350 & 2 411.E 3-106 &5-12 I 1144 l Plate Offsets (X,Y)- [2:0-06,Edge1 [6:0-".0-2JI [9:0-1-15.Edge1 LOADING (psf) SPACING- 2-" CSI. DEFL in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.73 11-12 >572 360 MT20 ' 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) 0.9811-20 >429 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Ina YES WB 0.77 Horz(CT) 0.36 9 We We BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 160 lb FT=0 LUMBER - TOP CHORD 2x4 SP M 30 GOT CHORD 2x4 SIP M 30 WEBS 2x4 SIP No.3 REACTIONS. (lb/sIze) 2=1349/0-8-0, 9=1349/DA-0 Max Holz 2=157(LC 9) Max Uplift 2=825(LC 10). 9=825(LC 10) BRACING - TOP CHORD Structural wood sheathing directly applied or 2.56 oc purims. BOT CHORD Rigid Gelling directly applied or 2-2-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=336712256, 34=-3093/2069, 4-5=264511853, 56=3425/2347, 6-7=-5165/3301, 76=-5219/3301, 8-9=5704/3714 BOT CHORD 2-14-2000/3170, 13-14=-1488/2537, 12-13=-2065/3480, 11-12=2440/4196, 9-11-33996431 WEBS. 3-14=-429/415,4-14=-323/584,4-13=-142/386,5-13=1125/697, 5-12=-1411467, 6-12=861/437, 6-11=-114512016, 8-11=542/518 NOTES- 1) Unbalanced mof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh, h=1211; B=45ft; L=5011; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and G-C Exterior(2) -1-0-0 to 3-9.10, Intedor(1) 3-9-10 to 31-26, Exterlor(2) 31-2-6 to 36-0-0 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 nonconcuaent 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 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 9 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 6251b uplift at joint 2 and 825 lb uplift at joint 9. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. ORegan PE No.58120 NbTak USX Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Dan: March 24,2020 ® WARNING - VerIy Oeslgn pareres ers and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE MX7473 rev. IASEIGOI S BEFORE USE. Deslpn valid brua ayw1N Mrel&1 ameGon. TNe design is based onryupan ararlalem storm, ear Is fawn N4Mdual WJtivg amponen4 rwt sesses F Yalylb0aplAaNliryof patadexer4ers pNpeMNWnaltom NI9deaigrlra Nenverell a W99 By9tam. BBracigIn NaedIs � Is provedlnssible tress raroor choMnydamae. PAdi6onal tempomryand pemanenlbredny allays lebpreveMDucen MiTek' red for Is requiS Is always required for ateblliyend to prevent allaDse vAN possible pen:onel Nlpry and prepeMdamage. with 11 hjuq an andS Ne fatnaOOn.ebrege. dative ualry Coarser, S"9 CNreria, DSB-69 and SCSI auRtling GamPenanf Wsseystemear Aia,VA Eeetalvtl. 31 22Ovally SaMylnlamagon amaam M1am Tmu Plate IreaWte, 218 N. Lea sheet Suito 312. Nexandda, VA 22314. acraAem Platlm3oters,21 N. Terms. R. Tempe. FL 36610 Job Tmss Truss Type cry Ply THE ROVALE s T19781781 m11324 A6 HIP 1 1 Jab Reference (optional) snamoers l mss, mc., ron vierce, VL miau s mar l zmB No wK 5x8 = 2x3 II 20 If 5x8 = 4.00 12 4 23 26 5 25 26 B 27 28 7 I e Mar 241z:b4:23 aura Scale =1.60.3 la 1L 4x5 = 3x4 = 4x6 = 3x4 = 3.4 = axe = 3x4 = 4x5 i 10-0-0 i 134f-0 21-0-0 i 2543-0 1 35Hm I tnu, Plate Offsets (X Y)-- [2:0-1-14 Edgel [4:0-54D-2-8] E:0-5-0 0-2-81 [9:D-1-14 Edael LOADING (pat) SPACING- 2-0-0 CSI. DEFL in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.60 11-13 >424 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.78 13 >328 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.31 Horz(CT) 0.11 9 rda Na BCOL 10.0 Code FBC2017/rP12014 Mauix-MS Weight: 153 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1118/0-8.0, 14=379/0-8-0, 9=1201/0-8-0 Max Horz 2=133(1-C 8) Max Uplift 2=-692(LC 10), 14=-219(LC 10). 9=739(LC 10) Max Grav 2=1118(LC 1), 14=454(LC 19), 9=1206(LC 20) FORCES. (lb) -Max. CDmp./Max. Ten. - All forces 250(I1h) or less except when shown. TOP CHORD 2-3=-2600/2341, 3-4=2215/1960, 4-5=-2527/2290, 5-6=2527/2290, 6-7=-2627/2290, 7-8=2531/2224, 8-9=2880/2572 BOT CHORD 2-16=2074/2444, 14-16=1569/2065, 13-14=1968/2527, 11-13=1833/2382, 9-11=229012707 WEBS 3-16=-495/599, 4.16=-206/347, 4-14=641/820, 6-14=526/591, 11. 7-13=182/282,7-11=355/492,8-11=-444/551 Structural wood sheathing directly applied or 2-2-0 oc puffins. Rigid ceiling directly applied or 4-6-3 oc bracing. 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.Dpsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 16-9-7, Intenor(1)16-9-7 to 18-2-9, Fxtedor(2) 18-2-9 to 25-0-0 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 nonconcurvanl 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 3L-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 692 lb uplift at joint 2, 219 Ib uplift at joint 14 and 739 Ib uplift at joint 9. This item has been electronically signed and sealed by DRegan, Philip, 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. Philip J.Ottegan PE No.58126 MiTek USA Inc. FL Cen 6636 19U Parke East Blvd. Tampa FL 33GIO Data: March 24,2020 ®WARNING-Velly tleslgn Pammahra and READ NOTES ON THIS AND INCLUDED MHEK REFERENCE PA GE MIFT473 rev. 10/OV2015 BEFORE USE. Design valid for use only will MTeM ca nedma. The tleslgn Is bases only upon pammetem shwm, anal Is for an bidMdual bu0n, component not ��®® a buss system. Before use, Me bueding designer most vestry ye applicability ofdealgn parameters am someM moorpoate M design Into me overall �tY� burdingdosip. Bmdng indicated is to prevent buckling ofindivUsal bussweb endlor choral moments only. Additlonaltemporaryandpermanentbxdng MiTek' as always ret,ulmd for stability and to parent dlm pos lepse wisible personal Injury end pmpary anyone. Forgeneralgukm aarego log Me fabara50n.c(ora9e, deWery, erectly and brad�p OlWisesaM Wsssyslsma, sbo MWP/IQually CrRmre,O.SB-69 and SCSI BVIIdrng Component SaNylnfonnagon av Woham Tmss Plata Institute,218N.toe Stmt SUte312,Alexgn 6904 Parke Fast Blvd. .VAM314. Tampa. FL 36510 Job Truss Truss Type Ply THE ROYALE T19781782 M11324 B COMMON �Oty 3' 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MITek Industries, Inc. Tue Mar 2412:54:24 2020 Page 1 ID_k6GCA6bx7j2Sy1HDXFw7ye3KK-uvWONO0W53JOaVOJGuTTgYo2TNIhN7oaadz)GG) -1-0-0 6-1 13-10-0 1-0-0 611-0 I 611-0 1 Scale: V21' 4x6 = 3x4 = 3x4 = l� Plate Offsets ()(,Y)— r2:0-2-10 Edgel f4:0-2-10 Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well Lrd PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.37 Vert(LL) 0.10 5.8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.13 5.8 >999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.12 HOrz(CT) 0.01 4 rda n/a BCDL 10.0 Code FBC2017ITP12014 Matdx-MS Weight: 471b FT=0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=510/0-8-0, 2=568/0-8-0 Max Hom 2=93(LC 9) Max uplift 4=.292(LC 10), 2=-077(LC 10) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2J=967/954, 34=966/952 BOTCHORD 2-5=785/883,4-5=-785/883 WEBS 3-5=-84/315 BRACING - TOP CHORD Structural woad sheathing directly applied or 6-0-0 ec pudins. BOT CHORD Rigid ceiling directly applied or 7-7-1 oc bracing. 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.OpsY h=1211; B-05ft; L=50ft; eave=6lb Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcumant with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chard 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 mass to bearing plate capable of Mthsmnding 292 Ib uplift atjoint 4 and 377 lb uplift at joint 2. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.58128 5inek USA. Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Oats: March 24,2020 Job Truss Truss Type Oty Ply THE ROVALE 4 T19781783 m71324 BHT BOSTON HIP 1' 1 Job Reference o UDnal Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MTek Industries, Inc. Tue Mar 2412:64:25 2020 Page 1 ID_k8GCA6bx7j2Syl HDXFw7ye3KX-MANb3W2dyeyh8lc8CvYp674vy5bCkwgctY864z)gGl 5B0 21-0-0 T1-0O Tow s-0-0 ll8 13E01 17_ I le _ IzIV I�1 zw° xsao I zaou 3soa soo 1-0-0' 7-00 2E 2d 2-0O E-0 tz t80aKL z-PO zd9 zAU 7-0-0 -0a Scale-1:62.6 3x5 = 4.00 12 SId6 = 12 14 16 35 — 33 32 "' 30 4.6 = 3.8 = 3x4 = 4x6 = i 4 Z— I 37-077-0W7 7—o SIB = Plate Offsets (X Y)— (2:0-1-2 Edgel 128:0-0-2 Edge) LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(L-) 0.51 32-33 >826 360 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.67 3233 >628 240 BCLL 0.0 ' Rep Stress Ina YES WE 0.48 HOrz(CT) 0.14 28 DID n(a BCOL 10.0 Code FBC2017/rP12014 Mabix-MS Weight: 2081b FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 20 SP No.3 REACTIONS. (Iblsize) 2=134910-8-0, 28=1349/0-8-0 Max Hom 2=-223(LC 8) Max Uplift 2=825(LC 10), 28=325(LC 10) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-6 Go purins. BOT CHORD Rigid ceiling directly applied or 4-6-1 on bracing. JOINTS 1 Brace at JI(s): 11, 18, 15, 7, 23 TOP CHORD MUST BE BRACED BY END JACKS. ROOF DIAPHRAGM, OR PROPERLY CONNECTED PURUNS AS SPECIFIED. FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 23=3392/2640, 3d=12131956, 43=-1157/946, 8-9-1145/979, 9-12=-112211028, 12-14=-1125/1090, 14-16=-1124/1089, 16-19=-1121/1028, 19-22=-11451979, 22-26=-1157/946, 26-27=1214/956, 27-28=3393/2641, 3.5=.2373/2046, 5-7=2376/2050, 7-10=2376/2050, 10-11-2376/2050, 11-13=2376/2050, 13-15-2376/2050, 15-17=-2376/2050, 17-18=-2376/2050, 18-20=2368/2046, 20-23=-2368/2046, 23-25=.2368/2046, 25-27=2364/2041 BOT CHORD 235=2358f3190, 33-35=-2360/3168, 3233=265213448, 3032-2361/3167, 28-30=2358/3191 WEBS 3.35=01284, 27-30=0/285, 3-33=.317/378, 18-33=466/474, 27-32=312/353, 14-15=4051437 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�4.2psh BCDL=3.Opsf; h=12ft; B=45th L=5011; eave=6ft; Cat. II; Fxp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -1-0-0 to 3-9-10, Interior(1) 3.9-10 to 10-8-9, Exterior(2) 10-8-9 to 17.6-0, Intedor(1) 24.3-7 to 31-2-6 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 2x3 MT20 unless otherwise Indicated. 5) This buss has been designed for a 10.0 psf bottom chord live load nonconcumanl with any other live loads. 6) a 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 heading plate capable of withstanding 825lb uplift at Joint 2 and 8251b uplift at Joint 28. 8) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.58128 MiTek USA, Inc, FL Colt 6634 6904 Parke East Blvd. Tampa FL 33610 Data: March 24,2020 ®WARNING-VMXydesl;mpammer ,lord READ NOTES ON TRIG AND INCLUDED MITEKREFERENCE PAGE 61Ip7470rev. 1010=015 BEFORE USE. Design valid lor,ra oNy van N6Tels®wraectma. TNe design B baaea o,Jyupon parameter Shown. aM is loran InNviduxl Wn" compnne,d, rut a WIveystem. Boma use, the Waal, dosignerrmrs3vea Me app6oebifb ordesign parmelma and pmparlyincaryomte Mt. design Into theavamli 7 bulldingdeslgn. Bracing Indicated isrpreventbucFJingmindMdualtruss vmbandlor MCA membersonly. Additional WR,,oraryandpermOmm bmcIW MiTek• Is amap required testability and to pmventoollap ovdth possible pemonal Injury and property, damage. Forgeneml ovlmroe regard ng Me fabdmnon, ator9e,delivery, erecgoneM Wediq OlWssesaM Wss aystema,see ANSIV771I Que9ryWaada,D5B-99 and BC5l Building Component SaloWBUN S.Uon aplleble hdm Truss Plme Institute, 218 N. I.A. Sheet, Suite 31Z Ale modde. VA 22314. fiend Parke Goal Blvd. Tampa, FL 36810 Job Truss TrussType Dry THE ROYALE T19781784 m11324 GRA SPECIAL [ly 1 Job Reference (opllona0 Chambers Truss, Inc., Fart Pierce, FL 8.130 s Mar 11 2018 MTek Industries. Inc Two Mar 2412:54:27 2020 Page 1 ID_kfiGCA6bx7j2Syl HDXFw7ye3KX-IYsV01X19augwRS4GdxOuX52dmghv73z1 FByzKGg -1-0-0 4141 5-7-3 &2-13 9-&8 13-10-0 1410-0 1-0-0 I 4-1-8 1-s11 2-v9 { 1-5-11 1 4-1-8 i 141-0 Scale=1:26.6 2.37 12 4x4 - 4x4 = AMD - 4x10 = 19 4 20 21 5 u 8 2.3 II 3x4 = 30 = 24 II 3x4 = Mal = LOADING (psf) TCLL 20.0 TCDL 7.0 SCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress lncr NO Code FBC2017/rP12014 CSI. TC 0.18 BC 0.32 WB 0.06 Matrix -MS DEFL in Vert(LL) 0.08 Vert(CT) -0.10 Horz(CT) 0.03 (too) Ndeft Lid 11 >999 360 10 >999 240 7 We n/a PLATES GRIP MT20 244/190 Weight 58 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 54-7 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-04 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Is/size) 2=7701041-0.7=770/D-8-0 Max Horz 2=-65(LC 6) Max Uplift 2=-523(LC 8), 7=523(LC 8) Max Grav 2=787(LC 17). 7=787(LC 18) FORCES. (lb) - Max. CompJMax. Ten. -Al forces 250 (lb) or less except when shown. TOPCHORD 2-3=1798/1192,34=1761/1197,4-5=1724/1169,5-6=1761/1190,6-7=1798/1137 BOT CHORD 2-12=1083/1685, 11-12=-1082/1692, 10-11=1112/1724, 9-10=-1024/1692, 7-9=1028/1685 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=4.2psh BCDL=3.Opsf; h=128; 13=45ft; L=50fl; save=6ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water policing. 4) This Coss has been designed for a 10.0 Pat bottom chord live load noncencumenl with any other live loads. 5) a This Truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 523 lb uplift at joint 2 and 523111 uplift at joint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated load(s) 63 Ib down and 114 lb up at 4-1-8, 85111 dawn and 124 lb up at 6-0-0, 113 lb doom and 1461b up at 5-7-3. 601b down and 129 lb up at 5-11-0, 60 lb down and This item has been 1291b up at 7-11-0, 113lb down and 146lb up at 8-2-13, and 85lb down and 124111 up at 8-1", and 63111 down and 139lb up at electronically signed and 9-8-8 on top chord, and 6111 down and 71b up at 4-1-8, 18111 down and 1516 up at 5-0-0, 33 111 down at 5-7-3, 3916 down at 5.11-0 sealed by ORegan, Philip, PE , 39lb down at 7-11-0, 33111 down at 8-2-13. and 18lb down and 15111 up at 8.10.0, and 6111 down and 7lb up at 9-8-8 on bottom using a Digital Signature. chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Printed Copies Of this document are not considered LOAD CASE(S) Standard signed and sealed and the 1) Dead +Roof Live (balanced): Lumber Increase-1.25, Plate Increase=1.25 signature must be verified Uniform Loads (plf) Vert 1J=64, 34=54, 4-5=54, 6-6=54, 6-8=54,13-16=20 on any electronic copies. Concentrated Loads (lb) Philip J. O'Regan PE No.58128 Vert•3=7(B)4=-64(B)5=-64(B)6=7(B)12=6(B)11=35(B)10=-35(B)9=-6(B)19=-28(B)20=-60(B)21=-60(B)22=28(B) MiTek USA Inc. FL Cad STU 23=18(B) 24>18(e) 6904 Parke East Blvd. Tampa FL 33810 Data: March 24,2020 ® WARNING - Verily dealga pammelers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. IWOY2015 BEFORE USE. Dealgn wild far. ody MOM NOTok®oa,medors. Th. design Is baa9d onyupw panimanne shown, end IS farm IndMdual b,Wi,g cengnnG, not a truss system. Before Man, the balking doalg,ermustveNy Me aWlicabu,y ofdesign parameters and pmpa,y Wmrpde[efha design into the onan bildingdealgn. Badnglndmtwitstoprovombuckling VindlvM"a sswabandlw&cMmembommly. AddtaaltempoaryandpmmanentbrzGng MiTek' Is always re9ust lred forablllty end to prev0nlepllape0 Min possible personal Injury and property carnage, ForgenerN pajanm regarding tine fabdmgon,¢Ipage. tlelyery, ereNoneM bred,q oltrussaseM WsscyaWms eeo ANSUTPH Quallly Cdroda, OSM9 and BC51 Buading Componanr Sadao, lnrvmadon avaAM10 Man Truss Ram In flude. 218 N. Lae Steel. Suite 312. Alexandra, VA 4314. 690I Parke Enat aytl Tampa, FL 36610 Job Truss Truss Type Oty Ply THE ROYALS T79781785 m11324 ORB SPECIAL 1 Job Reference (optional) Chambers Taus, Inc., Fort Pierce, FL 4.00 12 2X3 II Asa = 3x4 = 3.6 = 3 25 26 4 27 28 29 5 630 31 32 18 35 37 17 38 16 39 42 2x3 I 6x65=4041 3x4 = 3X4 = 3x6 = 8.130 s Mar 11 2018 MTek I(Mustrles, Ine. Tue Mar 2412:54:28 2020 Pagel Scale-1:62.4 4X4 = 2X3 It 4x4 = 9 733 34 35 8 /1f 14 4313 12 3x4 =3x6 = 3x4 = 3x4 = I S-0 I 1s3V, I 2n-0 1 2a11 0 i nu I Plate Offsets (X,Y)— 13:0-54 0-2-01 LOADING (psf) SPACING- 2-" CS]. DEFL in (too) gde8 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC OAl Vert(LL) 0.11 17-18 >999 360 MT20 2441190 TCbL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.1417-18 >999 240 BCLL 0.0 ' Rep Stress low NO WB 0.53 Horz(CT) 0.03 10 n/a Na BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 1461b FT=O% LUMBER- BRACING - TOP CHORD 2X4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purling. BOT CHORD 2X4 SP M 30 BOT CHORD Rigid calling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-15 REACTIONS. All bearings 0-8-0. (III)- Max Hom 2=96(LC 7) Masi All uplift 100 lb or less at joint(s) except 2=-536(LC 8), 15=846(LC 8), 14=-555(LC 8). 10=314(LC 8) Max Gmv All reactions 2501b or less atjoint(s) except 2=787(LC 17), 15=1322(LC 1), 14=927(LC 1). 10=506(LC 14) FORCES. (Ib)-Max. Comp./Max.Ten.-All forces 250(lb) or less except when shown. TOP CHORD 2-3=1773/1106, 3-0=1406/944, 4-6=304/595, 6-7=304/595, 7-8=-304/595, 8-9=702/344, 9-10=719/323 BOT CHORD 2-18=962/1659, 1748=958/1675, 15-17=-843/1406, 14-15=-595/429, 12-14=15a/622, 10-12=196/636 WEBS 3-18=0/331,3-17=-297/158,4-17=0/362,4-15=2076/1313, 6-15=505/480, 7-14=431/408, 8-14=1063/625, 8-12=115265 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=4.2psP,, BCDL=3.0psf: h=12ft; B-05ft; L=5011; eave=6ft: Cat. II; Eats C; Encl., GCpi=0.18; MWFRS (i irectlonal); 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 no nconcunent 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 tail by 2-M wide will fit between the bottom chord and any other members. 6) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 536 lb uplift at joint 2, 846 lb uplift at joint 15, 555 lb uplift at joint 14 and 3141b uplift at joint 10. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 257 Ib down and 341 @ up at 5-0-0. 100 lb down and 129 lb up at 7-0-12, 1001b down and 129 Ito up at 9-0-12, 100 lb down and 129 lb up at 11-0-12, 100 lb down and 12916 up at 13-0-12, 100111 down and 129 lb up at 15-0-12, 100 Us down and 129 Its up at 17-0.12, and 100 Ito down and 129 lb up at 19412, and 100111 down and 129 lb up at 21.14 on top chord, and 83 lb down at 5-0-0, 39 do down at 7-0-12. 39111 down at 9-0-12, 39 lb down at 11-0.12, 39 lb down at 13-0-12, 39111 down at 15-0-12, 39 It, down at 17-0-12, and 39 lb down at 19-0-12, and 39 lb down at 21-14 on bottom chord. The design/selecdon of such ConneWon 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 This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE Nb.58128 MiTek USA, Inc. FL Carl 6634 0904 Parke East Blvd. Tampa FL 33610 Data: March 24.2020 ® WARNING -WIry deal9n Parametora and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE MIIJ473 rev. 10,10312015 BEFORE USE Design valid far use onywlb lATek®cmmecims. This design b basetl only upon parameters slnwn, and is (man individual building componea net �® �1 a now Woan Bar=us%the building designer must vaMy Me appreabiliy of design paameters and properly Ncmpo(ate me design alove overee buldingdesign. Batlnp N4lwled is to DrsveM bucking allMlNdual Wss weber,Nm chord members Doty.Addltlonalfinn,raryaMpmmaneatbracing MiTek' Is Bangs required for staEllly and M prevent collapse Wan possible personal his, and repay damage. ForgeneralguldanceregBNingthe IaGla6an,storage, deirvery, erectlan and brsdng of busses and Vuss c)slertu, cea ANSUTPI1 canny Crrfer/a. DSB419 and BCSI Bullding Composont Saleylnlormaaon a alloboor Tmss Plate In Ug N.Lea Street Suite312,AIeundda,VAU314. 6904 Peden East BM. .218 Tampa, FL 36610 Jab Truss Truss Type Ory Ply THE ROYALE T79781785 M11324 ORB SPECIAL 1' 1 Job Reference o Donal Chambers Trued, Inc., Fort Pierce, FL 8.130 s Mar 112018 MTek Industries, Inc. Tue Mar 2412:54:28 2020 Page 2 ID_kr,OCA6ba7j2Sy1 HDXFw7ye3KX-mIQuE5Ywwt0XYb1 BpLSFRkdg49ACP4oHIdmojOrXjGf LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Incease=1.25, Plate Increase=1.25 UnItorm Loads (plf) Verb 1-3=54, 3-6=34, 8-9=54, 9-11-54, 19-22=20 Concentrated Loads (Ib) Vert 3=-160(F) 1 8=45(F) 25=-60(F) 26=-60(F) 27=-60(F) 29=60(F) 30=60(F) 31m60(F) 32=-60(F) 33=60(F) 36=13(F) 37=-13(F) 38=13(F) 39=13(F) 40=-13(F) 41=13(F) 42=13(F) 43=13(F) ®WARNING-Verly dssf9n,ammeters and READ NOTES ON MIS AND INCLUDED MVEKREP£RENCE PAGE MIId473ree I01012015 BEFORE USE. Design vd6d for Used a*uith MTeM o meGors. This design is based a*.Nn pa.Sa Ssu m, am Is fares muNmfoa bugdirg compose., cot ��• a buss syafem. Befam use, Pe building designer muderlfyflre dpplitabilityofdesign,ammeters e,dpmyedy lnovrpwate MIS assign hb baovemll Wildingdeslgn. Br ghdiw isOpmvontbuGnWalndMdmimumboMortlardmdmWmmlr. AddWomHemmmryandpemlanentbaang MITOk' Is always mgubed for sWWIIV and to prevent collapse Win possble personal Injury and pmFedV damage. For general guWmco mgardhg Me fabdco0on,stores, deNcry, mechon and Meting of Wanes and buss systems. see ANSVIPII Duality Crlteda,DSB-69 and goal Building Component 6904 Parka East BNd. Sahslylnhumadon ava ohen Truss Plate Ines .218N.red Street,Suite312,Alesandda,VA22314. Tampa, FL 36610 Job Truss Truss Type Pty THE ROYALE T797B178fi m11324 GRC HIP �Qty 5' 7 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MTek Industries, Inc. Tue Mar 2412:64:30 2020 Page 1 ID _kfiGCA6bx7j2Syl HDXFw7ye3KX+7XeenZBSVGFnvBaxNjW9jxmzm3NGamxFvoHzXlGd 1-0-0 8-0-0 13.8-0 17-6-0 214-0 27-0-0 35-0-0 641-0 3-10-0 3100 541-0 8-0-0 4)-0 Scala =1.60.3 5x8 MT18HS = 5xe MT18HS = 4.00 12 2x3 II 3x8 = ad; = 2x3 II 3 23 24 25 426 27 285 6 729 30 31 32 6 3a5 = 23 II ,J 3x6 = 6x10 =• e, JY e' 6x10 = 3x8 — as 2x3 II 3x5 — 1 8-0-0 I L1 i 27-0-0 35-0-0 84F0 541-0 T214-0 iB0 8-0-0 Plate Offsets (X Y)— f3:0-54 0-2-81 f8:0-5-4 0-2-81 LOADING (psf) SPACING- 2-M CSI. DEFL In goo) Ifdell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Ven(LL) 0.22 11-22 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Ven(CT) -0.31 13-14 >830 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Inv NO We 0.79 Horz(CT) 0.05 9 nia Na BCDL 10.0 Code FBC2017rrP12014 Matdx-MS Weight: 157111 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. Outsize) 2-012(0-8-0, 14=3582tO-8-0, 9=119210-8-0 Max Hoe 2=-109(LC 6) Max Uplift 2=-299(LC 8), 74=-2133(1_C 8), 9=-764(LC 8) Max Grav 2=423(LC 17), 14=3582(LC 1), 9=1194(LC 18) BRACING- TOPCHORD Structural wood sheathing directly applied or 3.5-6 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-9-3 oc bracing. WEBS 1 Row at midpt 3-14, 5-14 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown. TOP CHORD 23=377/225, 34=1093/1954, 4-5=-1093/1954, 5-7=-1943/1220, 7-8=-1943/1220, 8-9=2776/1671 BOT CHORD 2-16=154/317, 14-16-160/350, 11-13=1475/2624, 9-11-1464/2591 WEBS 3-16=200/679, 3-14-2514/1528, 414=-641/586, 5-14=-2674/1707, 5-13=1124/2080, 7-13=592/548, 8-13=760/483, 8-11=-201/684 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=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water porn ing. 4) AM plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl 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 299111 uplift at joint 2, 2133111 uplift at joint 14 and 764 lb uplift at joint 9. 8) Hanger(s) or other Connection device(s) shall be provided sufficient to support concentrated load(s) 182 lb down and 312lb up at 8-0-0, 107111 down and 173111 up at 10.0-12, 107111 down and 173111 up at 12-0-12, 107 lb down and 173 lb up at 14-0-12, 107 lb down and 1731b up at 16-0-12, 107 lb down and 173111 up at 16-11-4, 1071b down and 173111 up at 18-11-0, 107111 down and 173 III up at 20-11-4, 107111 dawn and 1731b up at 22-11-4, and 107111 down and 173 lb up at 24-114, and 182 He dawn and 312 Its up at 27.0-0 on lop chord, and 411 Its down and 242 lb up at 8-0-0, 79 Ib down and 1111 up at 10-0-12, 79 Its dam and 1 III up at 12-0.12, 79 Ib down and 1111 up at 14-0-12, 79 Ill down and 1 III up at 16-0-12, 79111 down and 1 lb up at 16-114. 79 Ib down and 1111 up at 18-114, 79111 down and 1111 up at 20-114, 79 lb down and 1 III up at 22-114, and 79 lb down and 1111 up at 24-114, and 411 He dawn and 242 lb up at 26-114 on bottom chord. The design/selectlon of such Connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Ragan PE No.56126 MiTek USA in.. FL Cad 6634 6904 Parka East Blvd. Tampa FL 33610 Data: March 24.2020 ®WARNING-Vado design Pommmars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-T4T3 rev. IWO=015BEFORE USE. Design walkfaux only with MTek®camedars. This deop la baaed adYUpon parameter ahoxn, ell La form hdMdual building con,x nS rot HT 21 a lads ovation. Before ux, the building deslgnermustvertly ale applicability of design paremdem and pexparl, a oranx, this design Inc the ova2R buldingdesign. Bracing indlraled is to provent buckling of indlvdual Was web a,Word,od memban Orly. A46gonal temporary and permanent bmcing Mewk always re ulmd forsWbiUtyend W pmv nlcollapse calm pxslble pemonal Inlury end pmpem7domage. Forgeneral guldanx regarding the foldnadion, alorage,delivery, erection all brad" dfbussea all buss 6yatem9.ax ANSV1PIr Ouaary Wade M"9 and Best Build"" Oomyonenr sarelyhromna ion avalable born Truss Plele losbade, 218 N. Lee Sheet, Sete 312.AIeaanMa, VA 22314. 691TarF de East 6504 Palle East Blvd. Job Truss TNSs Type Cry Ply THE ROYALE T797B178fi M11324 GRC HIP 1' 1 Job Reference o rional ChambersTruss, Inc., Fort Pierce, FL 8.130 s Mar 11 2016 MITek IndusMes, Ine. Tue Mar 2412:54:30 2020 Fage 2 ID: _krjGCA6bz7j2Sy1HDXFw7ye3KX47XeenZBSVGFnvBulVjW9jnmzm3NGamzFvoHz%jGd LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert 1-3=54, 3-8=-54, 8-10=54, 17-20=20 Concentrated Loads (lb) Vert 3=126(B) 6=-107(B) 8=126(B)15=-50(B)16=-411(B)11=-411(B)12=-50(e) 23=-107(B) 25=-107(B) 26=107(B) 27=-107(B) 28=-107(B) 29=A07(B) 30=107(B) 32=107(B) 33=50(B) 34=-50(B) 35=50(13) 36=50(8) 37=50(B) 38=50(13) 39=50(B) ®WARNING-VinydesignPerametwe, and READ NOTES ON MIS AND INCLUDED MITEKREFERENCEPAGEAIXT473rev. $0103/2015BEFORE USE. Deere wade Muse onrywiN MRek® Comeelons. TWs design Is based only open parameters shown, and is form irdii Wilding con event, not e Was systi eefao usq Me bulking designer mustwerly to applicability of secure parameter aM pmpeMlnmrWratatbls design Mo to overall bu11dM9deslgn. Bracing indicated la to prevent WWI, of Individual Sues web andfor dN members oNy. Additional temporayand earmanenl bracing MiTek' Is always reeulred ICY stability and to prevent Collapse with possible personal Mjuy and p'op m, camera. For general guidance regarding to fabri.Man.Storage. dagvary.Mention and leading of trusses and Miss systems,sae ANSUTPII Cueey Crlreda, DS"9 and BCSI Building Componerd Mass Parke East BW. Sarelylefeenudon availaWetrwn Truss Pieta Ims o,218N.tee Street,Suile312.Newndda,VA22814. Tempe,R 36610 Job as Truss Type any Ply THE ROYALS T197B17B7 it m11324 J1 MONO TRUSS 2 1 Job Reference o Eonal Chambers Truss, Inc., Fort Plane, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 241254:31 2020 Page 1 ID:_k9GCA6bx7j2Sy1HDXFw7ye3KX-AK5Os7apDoO5P3mmVTOy3NFEuMGVcYtLa7SKJ2XJGc 3x4 = Scale =1:6.1 LOADING (psf) SPACING- 21 CSL DEFL in (too) 0de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL .25-0-0 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Veg(CT) -0.00 5 >999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 5lb FT=O% LUMBER- BRACING- TOPCHORD 2x4 SP No.3 TOPCHORD Structure[ wood sheathing directly applied or l-0-0GO purling. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (Ib/stze) 3=9/Mechanica1, 2=118/0-8-0, 4=0/MechanipI Max Horz 2=48(LC 10) Max Uplift 3=-4(LC 7), 2=140(LC 10) Max Gmv 3=11(LC 15), 2=118(LC 1), 4=17(LC 10) FORCES. fib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vul1=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.0psf; h=12ft; B=45ft; L=50f1; eave=6ft; Cat. II; Exp C; End., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) zone;G-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-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by often) of truss to beading plate capable of withstanding 4 lb uplift at joint 3 and 140 Ib uplift at joint 2. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J, O'Regan PE No.58129 bliTsk USA. Inc. FL Cog 6634 6904 Parke East Blvd. Tampa FL 33610 Data: March 24,2020 ® WARNING - Verlry design pamme tors and READ NOTES ON THIS AND INCLUDED MpEX REFERENCE PAGE A01d473rev. 101"2015 BEFORE USE. Ddsignvaadf n use oNywlN 1,17" mxnedm.Tbh design m based!o* upon parameters slam. anal b foods intllvidual DANN g mmpmem, not oewee � a buss craters. Before use. me buigkg designer m,stwerily aloe applicability of design parameters and prspeM Nrorpomo me design into the ovemli ■E bulbingdeslgn. Bracing indicated is to preventbucUg oflndiwdual Was web endow ciord members aNy. Addgonaltomisoragwdnomenentbracing MiTek' Is always rogutred far stability and to prevent collapse with possible persanel injury and p,opeM damage. Foogeaeral guidance regardng Ina tatodcabdn, atooage,ddNery, eetan and bradrg of Wssee Goal buss systems, see ANSUIPIf gually Coned, OS"g and BCSI Bondage Caddo nenf Salefylnermeaon ewe Wdhembuss PlataImbM.216NLee Street,Suito312.NasandA,VAY4314. 6906 parka Fast BNd. Tampa,R 366f0 Job Tmss Truss Type Ory Ply T79781788 m11324 J2 MONO TRUSS 4 1 �THEROYALE Job Reference (optional) Chambers Truss, Inc., Fort Plena, FL 0.13U 5 Mar 11 2UlB MI I ex lnaUSlneS. InC. I ee Mar 24IZ:b4:31 ZU2U 3x4 = 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.18 Vert(LL) -0.00 7 >999 360 TCDL TO Lumber DOL 1.25 BC 0.07 Vert(CT) .0.00 7 >999 240 BCLL 0.0 Rep Stress lncr YES WB 0.00 Hom(CT) -0.00 3 Na n/a BCDL 10.0 Code FBC2017[rP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SP No.3 REACTIONS. Oblsize) 3=37/Mechanical,2=141/0-M,4=23/Mechanical Max Harz 2=67(LC 10) Max Uplift 3=-28(LC 10), 2=-136(LC 10), 4=-3(LC 7) Max Gmv 3=42(LC 15), 2=141(LC 1), 4=31(LC 3) FORCES. (Is)-Max.Comp./Max. Ten. -All farces 250(Ib) or less except when shown. Scale =1:Z8 PLATES GRIP MT20 2441190 Weight Bin FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-M oc puriins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh, BCDL=3.0psf; h=12ft; 13=45f1; L=50ft; eave=6ft; Cat. II; Exp C; End., GCpi=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 nonconcunent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 Is uplift at joint 3, 13616 uplift at joint 2 and 3 It, uplift at joint 4. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. D'Regan PE No.55126 MiTek USA Inc. FL Cart 6634 ISH PMko East Ste. Tampa FL 33610 Date: March 24,2020 ® WARNING -VN11y de301npsmmsle1aand READ NOTES ON MIS AND INCLUDED MITER REFERENCEPAGEM474T3rev. 10/03/2015 BEFORE USE. Design valid Mow only calm xbTek®mtmedue. Tlds design h bawd only we parameters shorn, and to M an Indul"I building mmponenL net a truss, system. Barone use. me building designer must unity lbeeppllcabdily deceit. parameters and pmperlylsonarate tub design Nlo Me overall buedingdwlgo. BaWg Indicated 13 to prevent budding of Individual tmssweb andlordlord membon only. AddldonaltemporsryandpermaneMbening MiTek' Is always regulred for siabli and to prewnloollopl, with possible personal Injury and pmpedy damage. Forgenarelgukaruemgerdingthe hMcalion, sloagn,delivery, eiedbn and Are" of trusses and buss systams. we ANSM11 Careful, Central, DSB-Bp and BC5l Bullding Component ease Part, East Bhd Sahylnl agon ava8abla8om Tmss Plate0t586Ae,218N.feeSw Suite312.9ewndrla,VA22314. Tampa, FL 36610 Job Truss Truss Type Ory Py THE ROYALS T19781789 M11324 J3 MONO TRUSS 2 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.130 s Mar 112018 MITek Industries, Inc. Tue Mar 24 12:54:32 2020 Page 1 T,, Stele =1:9.4 LOADING (psf) SPACING- 2-M Cat. DEFL. in (loc) Ndefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 4-7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress ]nor YES WB 0.00 Hom(CT) -0.00 3 n1a n1a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight 11 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-M Go pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid coiling directly applied or 10-0-0 oc bracing. REACTIONS. (fib/size) 3=64/Mechanica1,2=173/0A-0,4=37/hlechanimI Max Horz 2=85tw 10) Max Uplift 3=-54(LC 10), 2=147(LC 10), 4=4(LC 10) Max Gmv 3=70(LC 15), 2=173(LC 1), 4=50(LC 3) FORCES. (Ib) -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=4.2psh, BCDL=3.0psf; h=12ft; B=45ft; L=501t; eave=6ft; Cat. II; Ban C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6416 uplift at joint 3, 147 lb uplift at joint 2 and 4lb uplift at joint 4. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Ragas PE No.58126 NITA USA Inc. FL Cart 6634 69U Parke East Blvd. Tampa FL 33610 Data: March 24,2020 ®WARNING-Vedlydosign Pammelem and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE 14IIO47a rev. 101OV2015 BEFORE USE. Design valid for use "Mahn Mmek®comenora.Tuts design is basedonlyupon Parametors,nem. and Is forms NdividMA buildirg conmPanmak not a Mass system -Before use. me bullding designermust vergythe applimbily ofdeapn parameters and property Incorpaatm this desgn into ore ovmall bulldingdesign. BradngBWlmtedlstoponumtbuckAtgoflndMdualMass w band/or dwN members any. Additbnaltempoaryand"onamntb zing MiTek' Is allays masked for stabJiry and to prevent collapse•iM possible Personal rjmy and property damage. Forgmunalgudanmregardmgthe fabrimgoa mtaage, delivary.mreptlon all braaBg olbusseseM buss systems,see MN 11 Quality Canada, DSB419 and SCSI Building component 6904 Parke East Blvd. Sefatylnfssoadan evalabla from Truss Plate Institute, 218 H Lea Sheet, Suite 312,Aleaenddz, VA 22314. Tampa FL 36610 Job Truss Truss Type Oy Ply THE ROYALE T19781790 m11324 AMONO TRUSS 4 1 Job Reference (optional) Chambers Truss, Inc., Fart Pierce, FL 3x4 = 8.130 a Mar 112018 MiTek Industries. Inc. Tue Mar 24 12:54:33 2020 Page 1 ID_kfiGCA6bx7j2Syl HD%Fw7ye3KK-71DnHoc3tQepfMv9cu2D8oLW4AtR4SNOSUUZOczXjGa Scala =101.1 4-M LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) I/defl Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.39 Vert(LL) 0.02 4-7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.02 4-7 >999 240 BCLL 0.0 ' Rep Suess Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n1a BCDL ' 10.0 Code FBC2017rrP12014 Matrix -MP Weight 14 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puriins. BOTCHORD 2x4 SP Nu.3 BOTCHORD Rigid ceiling directly applied or 10.0-0 GO bracing. REACTIONS. (Ib/s'Ize) 3=E9/Mechanical, 2=206/0-8-0,4=50/Mechanical Max Hors 2=104(LC 10) Max Uplift 3=-79(LC 10), 2=-161(LC 10), 4=8(LC,10) Max Grav 3=97(LC 15), 2=206(LC 1).4=67(LC 3) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(Ie) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf; h=12fl; B=4511; L=5011; eave=6ft; Cat. 11; Ezp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterlor(2) zone;C-C for members and tomes 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 nonconcunent with any other live loads. 3)' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-0-0 tail 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 791b uplift at joint 3, 161 lb uplift at joint 2 and 8 He uplift at joint 4. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.68128 MiTek USA, Inc. FL Cod 6614 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2020 ®WARNING-Y lyde119n I... rz and READ NOTES ON THIS AND INCLUDEDMITEK REFERENCE PAGE MI1-7473 . M103M015BEFORE USE. Design wad f vue, oNywah LMT"coMecxm.TNadeupn Is based eNy upon pam oolem shown, and N kx an NCrMual Watling cumpaneM not a Muss system Befxe use. Me Wading designer mustverdy Ore appacabsity ardesign parameters and ma"incorpGmo NU design Imo the owed y IN MWWdual Wsswe temporaryand ImillmWrsign.Bradngindiand lab Arent tliwdmemty MiTek' amage,Forgenanel lawcou0reguhedtor¢lability colasawnh tjMy an Ingmanenibradig Nluyend Dmpe,AVS11F11 0. Forgencreld,DSe89 ardSMe sfou. reabopand aidg ansi uuersonal PredngotWssesemhusseyaLSuilsee ANSVA=314. yCefhKa, OSBA9 and SCSI Bvlldlna Component E661BIW. 6anna, Sam#,onenmollnannd.aeolo me Tm SakylA7amaaon avaaaNe Mom Truss Plate InsaMRe, 219 N.lae Sheet. Suite ]12. Alaxandnu, VA 22314. FL Tampa, FL 36610 Job Truss Truss Type Ory Ply THE ROYALS T19781791 m11324 J5 MONO TRUSS 41 1 Job Reference o gonal Chambers Truss, Inc., Fart Pierce, FL 3.4 = 8.130 a Mar 112018 MiTek Industries, Inc. Tue Mar 2412:54:33 2020 Page 1 ID_kfiGCA6bx7j2Sy1HDXFw7ye3KX-71DnHoc3tQepfMv9cu2G8oLSAApH4SNOSuUZOaXIGo Scale=1:12.7 50-0 LOADING (psf) SPACING- 2-0-0 CS]. DEFL in (too) VdeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.06 4-7 >939 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.06 4-7 >964 240 BCLL 0.0 Rep Stress lncr YES WB 0.00 Hom(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: 171b FT=O% LUMBER- BRACING- TOPCHORD 2x4 SP No.3 TOPCHORD Structural wood sheathing directly applied or 5-0-0oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid selling directly applied or 10-0-0 no bracing. ' REACTIONS. (Ib/size) 3=115/Mechanica1, 2=243/0-8-0, 4=63/Mechanical Max Ham 2=123(LC 10) Max Uplift 3=-104(LC 10), 2=.177(LC 10), 4=-9(LC 10) Max Grav 3=125(LC 15), 2=243(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp.IMax. Ten. -AII forces 250 (to) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; 13CDL=3.0psf; h=12ft; 3=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(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 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 rd 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 104 lb uplift at joint 3, 1771b uplift at joint 2 and 91b uplift at joint 4. This item has been electronically signed and sealed by DRegan, Philip, 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. Philip J. O'Regan PE No,56128 MiTek USA, Inc. FL Cart 6634 6904 Parke East BNd Tampa FL 33810 Data: March 24,2020 ®wARNING-VM(ydeslga pamm.. anti READ NOTES ON TUIS AND INCLUD90 MITEK REFERENCE PAGE M147473 rev. 10MV2015 BEFORE USE. Design said W use aNYwilh MiTek® comedon. TNe design Is based a* upon paamebas shown, one Is frem Ndwdam bwldhrg camponent eat awes system Before use, the bunch, cmagnermustvergy the eppwabray of design parameters nd papery Incorpdandah, design no one ownw) b0dingdesign. Bracing indicated la to patembuWing of Individual base web aMford,ard members only. Add,onal temporary and permanent bracing MiTek' Is always Mulred far stability end to prevent collapse with posslbte perna al lnlury and nw,emy damage. Forgemad guldenm regarding Me fabiest.,starege, deWery. macron and onecin, creases and bras systemv, see ANSVlMl WW4CdlMa DS"9and BCMBuiiftg0ampoamI fiend Parke Easi BW. Salerylalarma0on oval ed. from Tmss Plate lnabMe, 218 N. Lee street, Swte 312. Alexandra, VA 22314. Tampa, FL Store Job Truss Truss Type Oty, Ply THEROYALE T197B7792 m11324 J6 MONOTRUSS 4 1 Job Reference (optional)' ChambersTruss, Inc.. Fort Pierce, FL 3x4 = 8.130 s Mar 11 2018 MDek Industries, Inc Tue Mar Z412b4:34 ZUZU Pagel. ID_kftGCA6bx7i2SyIHDXFw7ye3KX.bvn9UBdhWjmgGWULAbZfg70Wa6ypvd9hYD6x2z%jGZ Scala-1:14.3 6-0-0 LOADING (psf) SPACING- 2-0-0 CS]. DEFL in ([cc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.11 4-7 >664 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.11 4-7 >652 240 BCLL 0.0 ' Rep Stress lncr YES WS 0.00 Horz(CT) -0.00 3 n/a rda BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight 20 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc puriins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M cc bracing. REACTIONS. (Ib/sIze) 3=142IMechanical, 2=275/0-8-0,4=70/1,11fechanical Max Horz 2=140(LC 10) Max Uplift 3=-129(LC 10), 2=-192(LC 10), 4=-8(LC 10) Max Grav 3=155(LC 15), 2=276(LC 15), 4=100(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown NOTES- 1) Wind: ASCE 7.10; Vul1=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf; h=12ft; 13=4511; L=50ft; eave=6ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterlor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 2) This buss has been designed for a 10.0 psf bottom chord live load nonconcumant with any other live loads. 3) - This buss has been designed for a live load of 20.Ops1 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 buss to bearing plate capable of withstanding 12916 uplift at joint 3, 192 IS uplift at joint 2 and 81b uplift at joint 4. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. allegan PE No.58128 Milok USA, Inc. FL Cad 8834 6904 Pared East Blvd. Tampa FL 33610 Data: March 24,2020 ® WARNING -Vedlydeslgn kissers antl READ NOTES ON THIS AND INCLUDED M?EKREF£RENCE PAGE MI47473 rev. f0/dL2015 BEFORE USE. Design valid for use ory,imi A4Tek®oonnetlae. TNs design Is Dosetl a* upon parameters sMxn, eM Is foran Individual b lion, component, not a Vass system. Before use, the building designer most verify thB epplicabgity of design Parameters and propery incorporate Use design into Ina overall guiding design. Bracing indicated is 0 prover bung of lndi4clual"" viab endls Closed member, ally. Widonal temparary and permanent bracing M!Tek' Isabvays repaired forslebllity and to graver collapse Win Possible Personr Injury and pm mmr damage. Forgenerelguidamersgandingthe I.W.Ucn.sUomg%delirery exaction aamong of tmeM truss 6,Ims. age ANSVIP110eellra-Craera. DSB49 antl SCSI Bollding Cosponsor lmadase4 Saletylnlolmafion Iran True Pule imUMe.218 N. Lee Street. Suite MParke East BNd. annals e 312. Naxandda. VA M314. Tempe. FL 36810 Job Truss Truss Type Ory Ply THE ROYALS T79781793 m11324 JB MONOTRUSS 11 1, Job Reference o bonal Chambers Truss, Inc., Fort Pierce, FL U4 8.130 s Mar 112018 MiTek Industries. Inc. Too Mar 24 12:54:35 2020 Pagel ID:kFvnsn0wY4192h0_nM31c6y1J9g.35LXIUdJHlvXug3XkJ4uDDOp7 XMYMtJvCzgTVzXjGY Scale=1:17.5 Plate Offsets (X,Y)— 12:0-3-14,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(-L) -0.14 4-7 >676 360 MT20 244M90 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.30 4-7 >310 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Holz(CT) -0.00 3 n1a n1a BCDL 10.0 Code FBC2017/TP12014 Matdx-MP Wind(LL) 0.26 4-7 >368 240 Weight: 261b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (Ib/s'lze) 3=188/MechaniCa1, 2=348/0-8-0, 4--99/MechanimI Max Ho¢ 2=178(LC 12) Max Uplift 3=174(LC 12), 2=-226(LC 12), 4=13(LC 12) Max Grant 3=195(LC 17), 2=348(LC 1), 4=141(LC 3) FORCES. (Its) -Max. CompJMax. Ten. -All forces 250 fib) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vull=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf, BCDL=3.0psf; h=12ft; B=59ft; L=36ft; eave=5ft; Cat. It; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Eadenor(2) -1-0-0 to 2.7-3, Interior(1) 2-7-3 to 7-104 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 ncnconcurrent 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 24" 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 174 lb uplift at joint 3, 226 lb uplift at joint 2 and 13 Its uplift at joint 4. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Ragan PE No.68128 Mnok USA Ina. FL Cart 8634 69H Parka East Blvd. Tampa FL 33610 Dalo: March 24,2020 ®WARNING. Vedry design panmehvs and READ NOTES ON MIS AND INCLUDED MITEKREPERENOE PAGE MI41473 rw, le/0Y2015 BEFORE USE. Design v&d for Ilse only wild MiTek®w,mopon. TNa design Is based any upon parameters shown. end is fa an IMMdual buAkNg component not a buss system. Before use, Me building designer =at wary gg epplloaEitity of design parameters and progeny Incorporate and design Into the ovens bundingdesign. BndngiMlratedlsOpmwntbu ingotindlNduWWssweban&orcOcWmembemmly, Additional tomporaq and Pamanenl bracing MiTek' Is always renulred forstability and to prevenlcollopse MN paselble personal Injury and property damage. Forge aral guldanco regarding the famoaGon, storma. deNery, erectionaM tracing of busses and buss systems,see A &MIf OnelRy, Wrens. D5669 and BIDS! Building Component 6904 Pa,ke East BIM. Salefyin7ornri gon avagaNe ham Tau Plate InztiMa, 218 N.lee Sbeet Suite 312 Alaxandna, VA22316. Tampa, FL 36610 Job Truss Truss Type City Ply THE ROYALS T79781794 m11324 JA MONO TRUSS 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 a Mar 112018 MITek Industries. Inc. Tue Mar 24 12:54:36 2020 Pagel ID_ fiGCA6bx7j2Sy1HDXFw7ye3KX.XHuwgex2L10WgekHOc7mOz5eNyVHp7S8siD4xzXjGX -0O 2b3 I-0 2-0 3x4 24-3 Scale a 1:8.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Vdeg L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.18 Ved(LL) -0.00 7 -999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 Na n/a BCDL 10.0 Code FBC20171rP12014 Matrix -MP Weight 9lb FT=0 LUMBER- BRACING - TOP CHORD 20 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc pur ins. SOT CHORD 2x4 SP No.3 BOT CHORD Rigid calling directly applied or 10-0-0 on bracing. REACTIONS. (Ib/s'Ize) 3-05/Mechanical,2=150/0-8-0,4=281Mechonical Max Hors 2=73(LC 10) Max Uplift 3=37(LC 10), 2=-139(LC 10), 4=-4(LC 7) Max Gran, 3=50(LC 15), 2=150(LC 1).4=37(LC 3) - FORCES. (Ic)-Max.Camp./Man. Ten. -All forces 250(to) 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=12ft; B-05ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterlor(2) zone;C-C for members and forces Is MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This buss has been designed for a 10.0 psf bottom chord live load nonconcument 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-M 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 37 lb uplift at joint 3, 139111 uplift at Joint 2 and 4lb uplift at joint 4. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. D'Regi n PE Nd.58126 kliTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2020 ® WARNING .Volf desianpammatersandREADNOTESONMISANDINCLUDEDMITEKREFERENCEPAGEMI474I3ro¢10MV20158CFOREUSE. Design valid for use onlywM WeSscamedma. This design is based a* upon Parsmelers sl,wm. and Is for an adivMual bwlduig mrmment not aaaa a Mass Waser.Balm Use. ale Wlkling deslgaermuslvens,Me applieseloy of design pardmebn and property incorporate Nis design trio Die overall bWdingdesign. Bmdng Viewed is W Wavmd buckling ofindivklual buss web andlordmrl mammon only. AAGdonaltempom,and,Mmanembradml MiTek' Is eteoys mouived for stability and to prevent Collapse with possible personal Injury and Property damage. ForgenerelguldareeregaNinglhe lamdptim, dorsge, delWery. erectbn and brsdnp ai trussesaM huss ryslemR see ANSETPI1Quallly Woods. DS"2 end SCSI 8u11din9 Component 6904 Parke East Blvd. Saferyfnfwmadon availablermrn Tmss Pbteln54hde,218N.tee SUed.Suiha312.Alexmdda.VA22114. Temps, FL 3NIO Job Truss Truss Type Ory Ply THE ROYALS T79781795 M11324 JB MONO TRUSS 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3s4 = 8.130 s Mar 112018 MTek Industries, Inc. Tue Mar 2412:54:36 2020 Scale -1:125 $5.111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) Udeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.10 4-7 >645 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.07 4-7 >898 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 Na Na BCDL 10.0 Code FBC20177TPI2014 Matrix -MP Weight: 19111 FT=0% LUMBER. BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-0-0 Go bracing. REACTIONS. (lb/size) 3=127/Mechaniml, 2=269/0.8-0, 4=63/Mechanical Max Horz 2=114(LC 10) Max Uplift 3=109(LC 10), 2=-206(LC 10), 4=6(LC 10) Max Gran, 3=127(LC 15), 2=269(LC 1), 4=90(LC 3) FORCES. (lb) -Max. Comp./Max. Ton. -All forms 250(lb) 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=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCp1=0.18; MWFRS (directional) and G-C Comer(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This buss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. ' 4).Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of buss to beading plate capable of withstanding 109 Ib uplift at joint 3, 206 Ib uplift at joint 2 and 6 to uplift atjoint 4. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.58126 MiTek USA, Inc. FL Cog 6034 6904 Parke East Blvd. Tampa FL 33610 Data: March 24,2020 AWARNING -Veri ,droll. ...NM 4nd READ NOTES ON THISAND INCLUDED MITEKREFERENCEPAGEMlh7473 rev, 1010312015 BEFORE USE. DBSIgn VBlld IC(YSr Only WNI MTGk®COMBCIef¢. TN9 dE¢Ign IS bd¢ed Mlly VPM pefL,MIM SrPY,y ¢M 61R9n hldlYld.el bYlldln9 m„ro:IneM- nd e Mrss¢y:tem. Bantause,Nohoodingd Meeppaoaagibplde¢lgn ant MMuo,pomte design the brell wnermuangd tl Ma mem an Mditionel temporary end p.,manent b,aung cr is ropevenl EucMngotlnssibl. a.weburyand MiTek- poNmal...only. Is aWlgdealgn.BredngbMy and a and propeM damage. eritod., a.ce regaNing Ma required for stability end to xmiand Wonbuss poand troche of hu .slily fi.Mcgl OIBCGtl18,lE ERWIn Or W. splay s. a ANSI/r%r QYolly CNferIa,OSB-0l and aCSI BYRdInp Lempenenr W59reet, 6904Park. East 61W. Safelytlen.¢NeffandeNGly, 21a N. SWts31 Sererylnlarmedon eragaNe hom Tmsa Plate ImNNe, 21a N. Lee Street, Suite 3t;AleunOda, VA 22310. 36610 Temps, R 36810 Job Truss Truss Type Oty Ply THE ROYALE T19781796 M11324 JC MONO TRUSS 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.13Ds Mar11201BM-,TeklndaMde9,Inc. Tue Mar2412:54:372020 Pagel 10_kfIGCA6bx7j2Sy1HDXFw7ye3KX-?USHBAfapegF7 Dwrk7MIBVGNnJvOGNbNWSmXNzXjGW -0-0 1-14 Seats -1:62 30 = LOADING (psl) SPACING. 2-M CSI. DEFL. in (roc) 0de8 Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hom(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Weight 5111 FT=0 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. Qb/size) 3=11/Mechanical, 2=119/0-8-0, 4=4/Mechanical Max Harz 2=50(LC 10) Max Uplift 3=-6(LC 7), 2=-138(LC 10) Max Grav 3=14(LC 15), 2=119(LC 1), 4=14(LC 10) FORCES. (Ib)-Max. Comp./Max. Ten, -All forces 250(I11) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 1-1-4 oc pudins. BOTCHORD Rigid ceiling 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.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl.. GCpl=0.18; MW FRS (directional) and C-C Exterlor(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 nonconcument Will any other live loads. 3) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 6t 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 61b uplift at Joint 3 and 1381la uplift at Joint 2. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. Dilation PE No.58126 MiTak USA Inc. FL Cart 8634 69M Perko East Blvd Tampa FL 33610 Dato: March 24,2020 ® WARNING - VONIy doslgn pemmeters .Cod READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE UU-74I3 rev. I N0L1015 BEFORE USE. Designvaad or use on4w th MRekle Connectors. TNa doslgn b paned"upon parameters shown, and isfman Individual sending component, red my a truss assume. Before use, Me bwlding deelgnerrwstvaMy Me applicebldy of design parameters and pmpeM inwpmale MS design as, Me Banda buildhgdeslgn. Brazingi ralediabprewntbudlingolL,dNWualtrusawebanNorchaNmemparsaNy. Additionaltempormyandpe,maneatbredng MiTek' Is alwaysM.Imdfar stability And to prevent Wisps. wlM possible personal Injury and propea, damage. For general guldanCo regarding Me tapdmgon,storage,delivery,emNon and bratlng oltruaseaeM Wasanmme,sea ANSM11 Dually Whade,OSS-99 and BPS/ Bullang Componeal 6904 Pella East Blvd. SeAdykyormaUun avmta oe Tmu PiaM[mbMe,2la N.tne Str ,Suiis312.Nl dda.VAM14. Temps FL 36310 Job Truss Truss Typa Ory Ply THE ROYALS • T79781797 ml 1324 KJS MONOTRUSS 1 1 Jab Reference o donal Chambers Truss, Inc., Fort Pierce, FL 314 = 2.83 12 8.l30 s Mar 11 201B MiTek indusWes. Ina Tue Mar24 Scale-1:15.7 LOADING (psf) SPACING- 2-0411 CS1. DEFL. in (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.34 Ven(LL) 0.09 4-7 >923 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Ved(CT) -0.15 4-7 >563 240 SCLL 0.0 Rep Stress Incr NO WB 0.00 Hom(CT) 0.00 2 We nda BCDL 10.0 Code FBC2017rrPI2014 Matrix -MP Weight 23 He FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 644 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (Ib/size) 3=194/Mechanical, 2=233/0-115, 4=94/Mechanical Max Hoe 2=109(LC 8) Max Uplift 3=-174(LC 8), 2=191(LC 8) Max Grav 3=198(LC 13), 2=233(LC 1). 4=133(LC 3) FORCES. (III) - Max. CompJMax. Ten. -All forces 250 (Ill) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL-0.2psf; BCDL=3.Opsf, h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=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 nonconcunenl 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 174 lb uplift at joint 3 and 191 He uplift at joint 2. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASEIS) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-2-64 Trapezoidal Loads (plf) Vert 2=0(F=27, 8=27)4o-3=95(F=20, 8=20), 5=9(F=10, 8=10}to-4=-35(F=-6, B=8) This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.56126 MiTsk USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Bear: March 24,2020 ®WARNING -VeNy deslanpamm... and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE MIW03 mv. IOMMO15 BEFORE USE. Design valid for use only wtm MTek® Communes. THs design Is based only upon parameters sM1own, and is for an indvldual bulkling cvmponenL rut see see a trues, spawn. Beforo use. me bu,Nirg designer must very me appllcab0ay of design parameters and pmpeM mmlPoraU Na design Into out overall bulldin9design. BmdnglMlcaledlslopmwMbuekMgofi, iM uMWssweba wMoMmemb mmly. Amilonotempo2rrmul N,mehentbre hr, MiTek' Is always re luimd for stabllly and 0 prevent rallepse with pmalble personal Injury and property damage. Forgeneod guldarce, regarding lim fdb1 Ld5on, aYo,age, delivery, erecOm eM brad�q of WaSBa and Wss systems. cee ANSUTPIr CualLly Crllerfa, DSMS and BCSI Buenos Component 6906 Parke Fast BM. SeMyrnrnnna0on available fiom Truss Plata Institute, 218 N. Lea Slr a Sude 3f2.Ahumodda, VA22314. Tampa, FL 36610 Job Truss Truss Type my Ply THE ROVALE • T79787798 m11324 KJB MONO TRUSS 2 • 1 Job Reference (optional) ChambersTruss. Inc., Fort Pierce, FL LOADING (psf) TCLL 20.0 TCOL 7.0 BCLL 0.0 BCDL 10.0 8.130 s Mar 112018 MiTek Industries, Inc. Too Mar 24 12:64:39 2020 3x4 = u� 3x4 = LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor NO Code FBC2017%rP12014 CSI. DEFL. in (roc) War Ld PLATES GRIP TC 0.21 Vert(LL) 0.08 6-9 >999 360 MT20 244/190 BC 0.25 Vert(CT) -0.10 6-9 >999 240 WB 0.35 Horz(CT) 0.01 5 n1a Iva Matrix -MS Weight: 44 lb FT=0 BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 Go pudins. BOTCHORD Rigid telling directly applied or 9.10-15 oc bracing. REACTIONS. (Ib/size) 4=90/Mechanical, 2=465/0-11-5, 5=409/Mechanical Max Horz 2=178(LC 8) Max Uplift 4=91(LC 8), 2=332(LC 8). 5=223(LC 8) FORCES. 01b) - Max COmpJMax Ten. -AII forces 250 fib) or less except when shown. TOP CHORD 2-3=875/541 BOTCHORD 2-6=535/842, 5L=535/842 WEBS 3.6=11287, 3-5=923/587 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf,, BCDL=3.Opsf; h=12R; B=45ft; L=50R; eave=6ft; Cat. II; Exp C; End., GCd=0.18; MWFRS (directional); Lumber DOL=1.60 plate gdp DOL=1.60 2) This buss 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 chard and any other members. 4) Refer to girder(s) for truss to truss Connections. 5) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 91 Ib uplift at joint 4, 332 to uplift at joint 2 and 223 lb uplift at joint 5. 6) Hanger(s) or other connection devices) shall be provided sufficient to support Concentrated load(s) 38 lb down and 61 lb up at 2-11-0, 381b down and 61 Ib up at 2-1 M, 8lb down and 106 In up at 5-8.1S. 8lb down and 1061b up at 6-8-15, and 42 to down and 145111 up at 8-6-14, and 42 to down and 145 lb up at 8-6-14 on tap chum, and 31111 up at 2-11-0, 31 he up at 2-11-0, 11111 doom and 31111 up at 5-8-15. 11 to down and 31 It, up at 5-8-15, and 31 Ib down and 14 It up at 8-6-14, and 31 to down and 14 lb up at 8-6-14 on bottom chord. The design/selectlon of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the gross are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead a Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-4=-54, 5-7=-20 Concentrated Loads (lb) Vert 10=80(F=40, B-00) 11=-5(F=3, B=-3)'12=-83(F=-42, B=42)13=14(F=7, B=7) 14=21(F=11. B=11) 15=50(F=25, B=-25) This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. DRagan PE No.58128 MiTek USA Inc. FL Cert 6634 699 Parke East Blvd, Tampa FL 33610 Date: March 24,2020 ®WARNING. Verify design paometms and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 0Id413 roe. INa02015 BEFORE USE, ses— Design valid for use arty with, MReks, conmeaae. TNs design Is based only upon parameters shown, and Is for an Individual bulldarg component, not Ist a"eysann BBImO use. the bakft, designer most VBMy the apjlirabi My of design parameters and pmpaM Incarp]rale mass design Into One ma2a brtldingdeslgn. BraangindiratadlsmpmwntbmaflgoflndWudbusawebaMlorawNme mody. Adal6ond temParay and pemananl weeny MiTek' Is atwap m,,ilred for stablaty and to prevent mllapso wlmm possible personal injury and pmperry damage. Forgererdguldanoaregardingthe fabdraeon, dorage, deWe oraddi M wadnre oftmnsin W muss aptema. see ANSMII Ouelly Glad& DSB-09 and SCSI Bidding Component Safaylnformaaon aamom Truss Flaw Institute,218N.Lee Street,Sate312,Ne dda,VA22314. 6904 Parke East BM. evds'' Tampa, FL 36410 Job Truss Truss Type cry Ply THE ROVALE • T79781799 m11324 KJA MONO TRUSS 2 • 1 Jab Reference D Oonal Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.130 a Mar 112018 MiTek Industries, Inc. Tue Mar 2412:54:39 2020 Page 1 ID_kfiGCA6bxTjj2Sy1HDXFw7ye3KX-xsa2XsggKGPzNHNIz89gN3bbNbzyUAsuggxtcGz) jGU Scale=1:13.6 LOADING (psf) SPACING- 2-0-0 CS]. DEFL in ODD) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.21 Vert(LL) 0.04 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.07 4-7 >974 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC20177rP12014 Matrix -MP Weight 201b FT=0 LUMBER- BRACING. TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or S-O-0 oc pudins. BOT CHORD 2x4 SP M 30 SOT CHORD Rigid ceiling directly applied or 10-04 oc bracing. REACTIONS. (fib/size) 3=142/Mechanlml, 2=181/U-9-11, 4=69/MechanimI Max Horz 2=97(LC 8) Max Uplift 3=129(LC 8), 2=150(LC 8) Max Gmv 3=145(LC 13), 2=181(LC 1). 4=104(LC 3) FORCES. (Ib) - 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=4.2psh BCDL=3.Opsf; h=120; B=45ft; L=50f1; eave=6ft; Cal 11; Exp C; Encl., GCpi=O.1 B; 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 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 34-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss Connections. 5) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 12911; uplift at joint 3 and 150111 uplift at joint 2. 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 1) Dead - Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54 Trapezoidal Loads (plf) Vert 2=0(F=27, B=27}to-3=81(F=14, B=14), 5=O(F=10, 8=10}to-4=-30(F=-5, 13=5) This item has been electronically signed and sealed by ORegan, Philip, 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. PhilpJ. O-Regan PE No.65126 MiTek USA, Inc. FL Cart 6634 69H Parka East Blvd. Tampa FL 33610 Date: March 24,2020 ® WARNING -Verify design pammemm and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE MIp7473 mv. 1WOM015 BEFORE USE. Oealgnvalid toruse onlywlN MRek0oomepb,e. W. design Is Iwsed only upon pammetem sEvw,,. Sal Is foran Indlvlda buildup mMW..L not e Ease system. Before use, Me buOdEq design nristveMy Me eppfladilly of resign parameters and property imvrpereb thb design MW me ovemn hA1i1,ngdesign. B,a glndisledlabp,eventbu i, WIWMdual Wsawabendlmrc MmamWmWy. Witonaltemponryandpemunentbradng MiTek• Is always requbed for slabaltyendtopreventoonap.e MN possible personal injury and proped, damage, Forgenerelguidanceregarding0e fabrication. atpre6., de Wary,erection and breO,g of busses and Wss s3sbm., see ANSUIP110adfly Cdleda, DSB-69 and BCS1 Birdearg Component 69M Parke East is a Selntylnrofinedon evatade bom Tmss Pbb klsaM0.216 N Lee SOeat, Suite 312,Alaxandda, VA22314. Temp., FL 36610 Job Truss Truss Type cry Ply THE ROVALE ' T79781800 m11324 KJB MONO TRUSS 2 . 1 Job Reference D dorsal Chambers Truss, Inc., Fort Pierce, FL 3A = 8.130 s Mar 112018 MITek Industries. Inc. Tue Mar 2412:54.40 2020 Grate = I., I I LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) gde0 Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.02 4-7 >999 360 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.03 4-7 >999 240 BCLL 0.0 ' Rep Stress Ina NO WB 0.00 Hom(CT) 0.00 2 Na n1a BCDL 10.0 Code FBC2017/7PI2014 Matrix -MP Weight 17lb Fr=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. fib/size) 3=95/Mechanice1, 2=148/0-9-11, 4=46/Mechanical Max Harz 2=75(LC 8) Max Uplift 3=-84(LC 8), 2=136(LC 8) Max Grav 3=95(LC 1), 2=148(LC 1). 4=77(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf, h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Fxp C; End., GCpl=D.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This buss has been designed for a 10.0 psf bottom chord live load nonconcufrent 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 3-641 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 84111 uplift at joint 3 and 136 lb uplift at joint 2. 6) In the LOAD CASE(S) section, loads applied to the face of the truss ere 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: 1-2=54 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-3=-67(F=-7, 13=7), 5=0(F=10, B=10)-to4=-25(F=2, S=.2) This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Rogan PE No.56128 final, USA, Inc. FL Can Bast 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2020 ®WARNING-Verlry design parameters and READ NOTES ON THIS AND INCLUDED MIrEKREF£RENCEPAGEAAM7473 rev. 100=015 BEFORE USE. Dealgn.1N Av.. only xfla MIT.W..Uors. Tale design la based o,Jy upon pavements shorn, and is for an Individual building component, not a truss System. Before use, Pe building designer muatvedfy lee app6pbrAyof dasyrl pammelers save prspedy h oapaete Nis design into has overall bwdingd6algn. Bradng Mdkaled le to prevent butldl,et otlMNldualWawebaMlorchord members oNY. A6didonaltemporaryendpomanentbradng MiTek' Is abvaye reaulmd for tabllily and to prevent Worse WM possible personal Injury and unpenydemage. ForgenerelguldxmersgaMing Me falu-mbon, alo,age. deaw, , tecaen ant bracket of home and Wee eyebme.see ANSUIPII Ouelly Creehu. DSB-a9 and SCSI Building Component 69D4Pa,ka East BNd. Selutylntormadea avaIabie1mm Truss PWtal.OU.,218N.Lee Sheet Suke31ZN.k ft,VA=314. Tampa. FL 36610 Job Truss Truss Type Ply THE ROYALE ' T79781801 m11324 MI: VALLEY �Oty 1 . 1 Job Reference (optional) Chambers Tmss, Inc., Fort Pierce, FL 3,04 B.l30 s Mar 11 2018 MTek industdes. Ina Tue Mar 2412:64:41 2020 Pagel ID:_k1iGCA6bx7j2Sy1HDXFw7ye3NX- FIoyX14stfhcbXh4ZBITUg ROhoy4MBl80 hazxjGS 4.00 12 LOADING (psQ SPACING- 2-0-0 CSI. DEFL in (loc) MdeO Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a - m/a 999 TCDL 7.0 Lumber DOL 125 BC 0.02 Ven(CT) Na - r/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 2 n/a Na BCDL 10.0 Code FBC2017fTP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SIR No.3 REACTIONS. (It,/size) 1=41/2-M.2=30/2-0-0, 3=11/2-0-0 Max Horz 1=21(LC 10) Max Uplift 1=-20(LC 10), 2-30(LC 10) Max Grav 1=42(LC 15), 2=32(LC 15), 3=22(LC 3) FORCES. (lb)-Max.Comp./Men. Ten. -All forces 250(I1b) or less except when shown. Scale =1:6.1 PLATES GRIP MT20 244/190 Weight: 516 FT=0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-" oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCOL=3.0psf. h=12R; B=45ft; L=5011; eave=6N; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent 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-M wide will 6t between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of buss to hearing plate capable of withstanding 2016 uplift atjoint 1 and 301b uplift at Joint 2. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. O'Regan PE No.58128 Milk USA, Inc. FL Car $634 69M Parke East Blvd. Tampa FL 33610 Dare: March 24,2020 ®WARNING- Verttydeslgnpandmaters and READ NOTES ON WISANOINCLUDEO MITEKREFERENCEPAGEMl1dp3 mv. 16MM015 BEFORE USE. Design valid fart use only Wm MTek®coneecbrs. Tins design Is based only own parameters shown, and h for an Individual burring component, not � abu Ms mBeforeuse,mobuidlMdeslpnerm veNymeappUmb0iyofduNnperametars pmpeMlnwrpm WMdeslgn Nloggovemg InaWngdesign. Bmdngindlnkd isbpmvem buckOtxJ oflMNMual trussvreb andlutl�aM members oMF. AdcUoraltemporegandpmmanentbraGng MiTek' Is always required Jor stability ad to prevent collapse was possible personal lsuy and progeny damage. Forgeneralguidanceregardimgme tabdwtlor.storage. do1vey,enoxecn and seven of Susses and buss systems, add ANSM11 Ousely UMds. Ds"9 and BGSI BuOding Component 6904 Parka Eest Blvd. Saki/ lnformatton evallade fmm Truss Plate Institute, 218 N. Lee Street, Suite 312, Alosandria, VA 22314. Tampa. FL 36610 Job Truss Truss Type oty Ply THE ROYALE ' T19781802 11324 mMV4 VALLEY 1 . 1 Job Reference (optional) Gnambem Truss, Inc., fen Planes, FL 3M s 5.130 s Mar 112015 MITeX Industries, InG TUB Mat 24 12:54:41 Z920 Page 1 10_kfiGCA6bx7j2Sy1HDXFw7ye3KX-uFloyXi4stfncbXh4ZBITUgvHOfUy4MB180_h8zXJGS 3x4 11 2 3 Scale -1:9.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL In (too) Ndefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Ver LL) n/a - n/a 999 MT20 2441190 TCOL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a - n1a 999 SCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 Na Na BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight 12111 FT=O% LUMBER- BRACING. TOPCHORD 2x4 SP No.3 TOPCHORD Structural wood sheathing directly applied or 4-0.0 Bepurling, BOT CHORD 2X4 SP No.3 except end verticals. WEBS 2X4 SP No.3 BOTCHORD Rigid ceiling directly applied or 10-" on bracing. REACTIONS. (Ib/size) 1=109/4-0-0, 3=109/4-0-0 Max Hem 1=56(LC 10) Max Uplift 1=-54(LC 10), 3=72(LC 10) Max Grev 1=112(LC 15), 3=117(LC 15) FORCES. (Ib) -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=4.2psf; BCDL=3.Opsh, h=12R; B=45ft; L-50h; save=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directorial) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chard bearing. 3) This truss has been designed for a 10.0 pa( bottom chord live load nonconcunent with any other live loads. 4) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-5-0 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 54 lb uplift at Joint 1 and 721b uplift at joint 3. This item has been electronically signed and sealed by ORegan, Philip, 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. Philip J. aRegan PE No.58126 61T41, USA Inc. FL Cart 6634 6904 Parke Seat Blvd. Tampa FL 33810 Data: March 24,2020 ,&WARNING • vNdfyd.Af1n1mmerera andREAD NOTES ON THIS ANDINCLUDED MIWKREFERENCEPAGEMB7413 m. I"1701S BEFORE USE. Design valid for use onlylM MDeM) connectors. ThIs design Is based only upon pammetem Mown, and tarot an Individual building cumpenent. net my a tress system. Before use, she builahq dealgnermust vertly Ne applimbillb ofdesgn penetrate. sed pmpedy Nooryomta thbdasign Into Ore overact bwld'agdesgn. Bmdng inQ mdia to pmvant bucN6ng MIMMdual huuweb andlm MOM lrembem only.Addtlenaltemporsryandpermanenlbralg MiTek' Is always required for strAhly and to Preventmllapse Wm possible personal Injury and pmp ny damage. Forgemrel9uWanm regaNNg Na fabnmSax Morega, de0vary, areNm eM OreMgM WssesaM buss systems.see ANSIRP/f QualiWWfeda,DS"9and BCWBugd/ng Component 6904 Parke Fast Blvd. SaferylnfmmsdoR evaliabt.eem Trues PlatetnsUl .218N.Lee Street,Suite31ZAteaand .VAY314. Tampa, FL 3010 Symbols PLATE LOCATION AND ORIENTATION 1sj " Center plate on joint unless x, y offsets are indicated. FEDimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-51sr For 4 x 2 orientation, locate plates 0- Vid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. ' Plate location details available in MITek 20120 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: ANSIITP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing R Bracing of Metal Plate Connected Wood Trusses. Numbering System 64-8 dimensions shown Isixteenths I�II (Drawings not too scale) 2 3 8 7 6 5 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 ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPi 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek� MiTek Engineering Reference Sheet MII-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSVI-Pl 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 size, 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 n. spacing, or less, if no ceiling Is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 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 ANSlr-PI i Duality Criteria.