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HomeMy WebLinkAboutTrussMiTek® RE: m11324 THE ROYALE Site Information: Customer: WYNNE BUILDING CORPORATION Project Name: ml1324 Lot/Block: Model: ROYALE Address: UNKNOWN City: ST LUCIE Subdivision: State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 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 T19781802 mv4 4/2/2020 8 T19781783 bh7 4/2/2020 10 rat FOR T19781785 grb 4/2/2020 REVIEWED 11 T19781786 grc 4/2/2020 CODE COMPLIANCE 12 T19781787 11 4/2/2020 13 T19781788 j2 4/2/2020 �`'I'o LUCIE COUNTY 14 T19781789 j3 4/2/2020 15 T1978179 T9781791 j4 j5 4/2/2020 4/2/2020 l O Pp1 17 T19781792 j6 4/2/202000NTfC �R 18 T19781793 j8 4/2/2020 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 are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, c under my irect supervision 111 based on he parameters ers provided by Chambers Truss. ``J\�\Pt4d1o R�cCoe 10 Truss Design Engineer's Name: ORegan, Philip ,,eX` •G E N gF ;9,L 0 My license renewal date for the state of Florida is February 28, 2021. Florida COA: 6634 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) Identified and that the designs comply with ANSI/TPI 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 MTek 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 verify applicability of design parameters and properly incorporate these designs Into the overall building design per ANSIITPI 1, Chapter 2. No 58126 -10 �9 STATE OF ' k/� O�cc �` �4 0 R I P Philip J. O'llegan PE Nc.58126 Mlrek USA, Inc. F. Carl 6634 6904 Padre Fast Blvd. Tampa FL 33610 April 02, 2020 1 of I ORegan, Philip Job Truss Truss Type Oy Ply THE ROYALE f r1s7e1n6 m11324 A COMMON 10 1 Job Reference (optional) 4 wamoem i russ, Inc., on nerve, 11 4.00 12 4x5 = 6 Scale=1:59.3 17 — 15 -" -" 14 '- 12 Ass = 2x3 II sot WB = 3x8 = 2.3 II 4x5 = 3x8 = Sx6 WB = LOADING (psQ SPACING- CSI. DEFL. in (loc) Well US PLATES GRIP TCLL 20.0 Pfaff, Grip DOL %0 1.25 TC 0.59 Vert(LL) 0.33 14-15 -999 360 MT20 2441190 TCOL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.6414-15 >652 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.63 Horz(CT) 0.13 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 169 IS FT=0 LUMBER- BRACING. TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc pudins. BOT CHORD 20 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-10-7 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1399/0-8-0, 10=1399/0-8-0 Max Ho¢ 2=223(LC 8) Max Uplift 2=-775(LC 10), 10=-T75(LC 10) FORCES. (fib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 23=-3404/2226, 3-5=-2807/1885, 5-6=-2801/1990, 6-7=-2801/1990, 7-9=-2807/1885, 9-10=3404/2226 BOT CHORD 2-17=194613218, 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 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=5011; eave=6fl; Cat. II; Exp C; Encl., GCDI=0.18; MWFRS (directional) and C-C Extedor(2) -1-04 to 3-9-10, Intedor(1) 3-9-10 to 12-6-6, Extedor(2)12-8.6 to 17.6-0, Interior(1) 22-1-0 to 31-2-6 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 100.0I1, 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 par bottom chord live load nonconcurrenl with any other live loads. This item has been 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= 10.0psf. electronically Signed and 6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 775lb uplift atjoint2 and 775 to uplift at sealed by ORegan, Philip, PE joint 10. 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.58120 MiTak USA, Inc. FL Can 6034 69H Parke East Blvd. Tampa FL 33610 Data: March 24,2020 ® WARNING .VerMy asecu pammetem and READ NOTES ON MIS AND INCLUDED MITET REFERENCE PAGE MI1-7473 rev, fOM.V2a15 BEFORE USE. Design valid or use only Min MRek®COMeL m. This design Is based Only upon Pammeless abeNT, and Is won IWNldual bulking component,not my a Wss system. aelore uae, me WIWI, designer mustvedtyme applicability of design parameters But properly incorporate this design Into Me overall bulldingdeslgn. Bradnp intlicaled letepreveM buckll,gofiMivMual Wsa webaMror choN memborsony. AddillaWtemporuyandpam,anembradng MOW Is always,equiretl for ctaNliy antlte prevent mlleDse wim possible personal lnfury antl prepeMdamage. ForgamusiguldonaeregaNing Me fabdwilon.atmago.dolimg.emacnwdbradngMWssesend Wsaeyatema.see ANS1,1711 Quality Weida, Whi and SCSI Building Componanl 69H Parka East Blvd. Satisfy lief ermulon available from Tess Plate Instate, 218 N. Lee Straet, Suite 312, Nakasone. VA 22314. Tampa, FL 3010 JobTruss Truss Type my MY THE ROVALE " T797B1777 m11324 Al SPECIAL 9 7 Reference Jab (optional) puss, Inc., ran Fierce, bL 4.00 12- 5x8 MT18HS = 8.130 a Mar 11 2018 MiTek Industries, Inc. Tue Mar 2412:54:18 2020 Scale=1:60.3 3x5 = 2x3 II 5x12 = U12 2.00 1z 76-0 13-7-8 23-11-12 35-0-0 11-0 5-116 10d-0 11-04 Plate Offsets (X V)— [2:0-1-2 Edge) [8:0-3-0Edger 110:0-1-15 Edgel LOADING (pst) SPACING- 2-0-0 CSI. DEFL in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.80 12 >525 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.94 Vert(CT) -1.3912-13 >302 240 MT18HS 2441190 BCLL 0.0' Rep Stress Ina YES WB 0.62 Horz(CT) 0.37 10 rl/a n1a BCDL 10.0 Code FBC20171TPI2014 Matdx-MS Weight: 1591b FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3'Except' 6-12: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=134910-8-0, 10=1349/0-8-0 Max Hom 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 1Ross at midpt 6-12 FORCES. gb) - Max_ CompJMax. Ten. -All forces 250 gb) or less except when shown. TOP CHORD 2J=3309/2433, 3-5=2591/2012, 5-6=254812113, 6-7=5337/4002, 7-9=5302/3868, 9-10=5702/4143 GOT CHORD 2-14=2151/3113, 13-14=-2151/3113, 12-13=1450/2202, 10-12=-3809/5431 WEBS 3-14=0/265,3.13=-813/590,5-13=269/317, 6-13=-317/567,6-12=-2362/3388, 7-12=298/368,9-12=-405/352 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.Opsh h=12R; B-05ft; L=50R; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(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. Interia(7) 22-3-10 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 par bottom chord live load nonconcurtent 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 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6)Bearing atioint(s) 10 considers parallel to grain value using ANSVrPI l 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 lb 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. allegan PE No.58126 Mriak USA Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Dare: March 24,2020 ®WARNING -Verity desf9npammeters and READ NOTES ON MIS AND INCLUDED MITENREFERENGE PAGE MIIJ473 m. 104Y3015BEFORE USE aaae Design sand for use onyw,m Miiek® connectors. We design Is based any span paremcare shown, and is fix Individual bulking componem, and a buss system. Before use, Ne Wish, designermustveritythe ss pliabilityof design pammelats and sopery Incorporate MIs design Into me overan bw1ded0sign. arecng Indicohdblopreventbucwngofind'MdualmuwbandlorNamembmo , Additional temporary and permanent among MiTek' Is enters required for stability and to prevent conapse w,th possible personal injury and prepedy damage. Forgenerelguldanaregardinge,e fabrication, sttorage, delhery, ereNon and bracts, of trusses and Was systems, see ANSVTPII Quef ty WhN& DS"9 and BCSI Bullding Componenf 6W4 Parke East Blvd. Sefetylnformadon esanable boor Tmss Plate InstiWe, 218 N. Lee Street, swte 312, Alaundda, VA223 W. Tampa. R 3NIO Job Truss Truss Typo Qry Ply THE ROYALE ' T19781778 m11324 A2 SPECIAL 1 1 Job Reference (optional) :Chambers Truss, Inc., Fad Pierce, FL i1 3.6 = k!!r3 4.00 12 See = 54 - deal = 2.00 12 8.130 s Mar 112018 Mires Industries, Inc. Too Mar 24 12:64:19 2020 GkbE:'ihErSr'ik6i6V: K4r fd 3x12 Scale=1:62.3 "A 5.7.7 154-0 14-11-12 11- Plate Offsets (X,Y)- [2:0-1-2,Edgel 14:0-2-12,0-3-01 [4:0-M,0-1-121 18:0-3-0 Edge] [&M-00-1-121 19:0-3-2 0-0-0] 110:0-1-15 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loci/deg Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 VerI LL) 0.75 12 >559 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Ved(CT) -1.0212-21 >412 240 MT18HS 2441190 SCLL 0.0 ' Rep Stress Incr YES WB 0.75 Horz(CT) 0.37 10 dual DID BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 16016 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 WEBS REACTIONS. (lb/size) 2=1349/0-8-0, 10=1349/0-8-0 Max Horz 2=-205(LC 8) Max Uplift 2=-825(LC 10), 10=-825(LC 10) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=3315/2113, 3-5=-2515/1641, 5-6=-2524/1699, 6-7=2672/1734, 7-9=-524613199, 9-10=5687/3567 BOT CHORD 2-15=1849/3111, 14-15=.1849/3111, 13-14=-1217/2314, 12-13=-2804/5025, 10.12=-3257/5414 WEBS 3-15=01300, 3-14=-954/692,5-13=-206/561,6-13=-357/632, 7-13=2796/1678, 7-12=-108211957, 9A2=-479/463 Structural wood sheathing already applied or 2-4-8 oc pudins. Rigid calling directly applied or 2-2-0 Do bracing. 1 Row at midpt 7.13 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=4511; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-9-10, Interior(1) 3-9-10 to 31-2-6. Extedor(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 pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 par bottom chord live load noncencumenl with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 7) Bearing atjoinl(s) 10 considers parallel t0 grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to Dealing plate capable of withstanding 825 Ib uplift at Joint 2 and 825 Ib 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. DRogan PE No.58129 Mnak USA, Inc. FL Cod 6034 G904 Parka East Blvd. Tampa FL 33610 Date: March 24,2020 ®WARNING- early desugn pammrtars and READ NOTES ON MIS AND INCLUDED MITEKREFERENCEPAGEM11a473 rev, tQ034015 BEFORE USE. Design valid fmuae only will, MITeea commodes. This design Is based only upon pamebm shave. and Is for an [revolve building component, not HT ®® a busasyatem. asked .... the building designer involvedlyinvolvedlythe applicability of design parameters and propery Incorporate Into dedgn Into the overall buildtngdedgn. BmeinglMicotMIsWpmwMbuddingoflndMdualWas banNordmrdmemWmonly. Adtlidonaltemporaryandpemunentbmcing M[Tek is always required far stabilly end to prevent collapse wltM1 possible Personal Injury and pmpeM damage. For general guidance regarding the fabtlradon,storage, tleliwry,erection antl bredng of Weses end Wsa 6y9[ame. 66a ANgINPH Quality (courts, DSBJr9 end BCSI BUIIdIng Component 604 Parka East Blvd. SsreWlnyminadan avallabla from Tmsa Plate InsUtute, 218 N. Lea Sheet, Suite 312. Neeanddaa, VAU314. Tampa, FL 36610 Set = a nn Axe = Scale-1:61.3 4 I� as II 5x8 = 3x12 = 3x5 = 2.00 12 BO-1 1&7-B 21-0-0 23-11-12 354 841 &7-7 I 71A 1 2-11-12 I 11-0-4 Plate Offsets (X,Y)— f2:0-1-2,Edge1, I8:0-1-15,Edge1 LOADING (psf) SPACING- 2-" CSI. DEFL in Qoc) UdeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.69 Vert(LL) 0.72 10 >582 360 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.98 10-19 >427 240 MT18HS 244/190 BOLL 0.0 Rep Stress I= YES WS 0.74 Hoa(CT) 0.35 8 WE n/a BCDL 10.0 Code FBC2017rrP12014 Mamet-MS Weight: 158 lb FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOTCHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (Ib/si2e) 2=1349/0-8-0, 8=1349/0-6-0 Max Horz 2=181(LC 8) Max Uplift 2=825(LC 10), 8=825(LC 10) BRACING- TOPCHORD Structural wood sheathing directly applied or 2-5-0 Go putting. BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. FORCES. Qb) - Max. Comp-lulTen. - All forces 250 Qtg) or less except when shown. TOP CHORD 23=3286022, 3-0=2556/1711, 4-5=3161/2095, 5-6=-3304/2150, 6-7=521413232, 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=01293,3-12=-854/595,4-11=-480/959, 5-11=-360/724,6-11=2280/1355, 6-10=-111811934,7-10=-530/515 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; 8-05ft; L=50ft; eave=6ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-" to 3.9-10, Interior(1) 3-9-10 to 31-2-6, Extedor(2) 31-2-6 to 36-0-0 2Dne;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 nonconcument with any other live loads. 6)' This buss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-" tall by 2-" wide will fit between the bottom chord and any other members. 7) Bearing atioint(a) 8 considers parallel to grain value using ANSI/rPI 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 825 lb uplift at joint 8. 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. ('Regan PE N0.50126 BRek USA. Inc. FL Con 6634 6904 Parka East Blvd. Tampa FL 33610 Data: March 24,2020 ® WARNING -Verify design Paamefers and READ NOTES ON MIS AND INCLUDED MITENREFERENCE PAGE AUP7413 rev. RM030015 BEFORE USE. Design valid for use onlyvAN MITek® cormeNds. The design Is based only upon parameters trader. and Is ror an IndMdual b.&I component, not ' a Miss system. Bottom use, Me bulding designer must verily the applicability of design parameters and propedy Incorporate MIS design Into Me overall MAIrngdesign. Smcing Indicated lab prevent bu&TRs oflndrAdual truss web andfortllad members only. AdditionaltemporeryandpermaneMbmcing MiTek- IselwaysreaulredforstabllltyendMp entmilapseWMpossiblap mmollNuryaMpmpeMdamege. For Movenal guldanm regarding the fabrication, slorege, deliveryry mcion and brecing of busses and Was systems,see ANSIRPI1 Quality Grinds, DSX80 and SCSI Building Component 6904 Parke East Blvd. Safelylnrwmadon evellabla Wm Toi Plate ImMud., 218 N. Lee Street, Suite 312. Aleaandda, VA 22J14. Tampa, M 3010 Job Truss Truss Type Ory Ply THE ROYALS ' T79787780 m11324 A4 SPECIAL 1 1 Job Reference (optional) i cnambers Truss, Inc., FOR PaSca, FL 8.130 s Mar 11 2018 MiTek Industries, Inc Tm Mar 2412:54:22 2020 Page 1 ID:_k6GCA6bx7j2Syl HDXFw7ye3KX-xb2cz2T9L1 GNggalT4MrBTNaOkzc4lfDwhJUWIz)gGI 1-0-0 6-5-8 12-0.0 17-8d 23-0.0 2 11-1 26-9-9 35-0-0 6 -0-0 6-&B s 5-04 5J 12 C-11-1 2-9-13 N Scale=1:61.3 54 = 30 = 5x8 =2x3 4.00 12 4 5 6 7 �1 14 13 3x4 = 3.6 = 3x4 = 5x6 = 2.00 12 3x12 8-0-2 13.7-2 IL 2311-12 3&0.0 B-8-2 411-6 3-10.8 15 2 11-Od 1I�S1W� v Plate Offsets (X Y)- [2:0-M Edgel [6:0-4-00-2-31 19'0-1-15 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (lac) /dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.73 11-12 >572 36D MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.9811-20 >429 24D MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 HoR(CT) 0.36 9 IVa rate BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 1601la FT=0% LUMBER - TOP CHORD 2x4 SP M 3D BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-6 oc purims. BOTCHORD Rigid calling directly applied or 2-2-0 oc bracing. REACTIONS. (Ib/size) 2=1349/0-&0, 9=1349/0-8-0 Max Hom 2=157(LC 9) Max Uplift 2=-825(LC 10). 9=-825(LC 10) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 fib) or less except when shown. TOP CHORD 2-3=3367/2256, 34=3093/2069, 4-5=-2645/1853, 5-6=-3425/2347, &7=-5165/3301, 7-8=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=3399/5431 WEBS 3-14=-429/415,414=-323/584,4-13=-142/386,5-13=-1125/697,5-12=.141/467, 6-12=-861/437, 8-11=-I 145/2016,8-11=-542/518 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=1.2psh, BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=611; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exte lor(2) -1-0-0 to 3-9-10, Interior(1) 3.9-10 to 31-2-6, Exledor(2) 31-2-6 to 36-0-0 zene;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless othem+ise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 6t between the bottom chord and any other members. 7) Bearing atjoint(s) 9 considers parallel to grain value using ANSI/ -PI 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 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. O'Regan PE No.58128 MiTek USA, Inc. FL Cen 6634 6904 Parks East Blvd. Tampa FL 33610 Cate: March 24,2020 ®WARNING -Vadly deslgnpommerersamd READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGERII-T40 rev. f0/03/2015 BEFORE USE. !' Design valid for use only MN MiTek® wnnectars. Tbis design Is based oNy upon Parameters ahem, and Is for on Individual bulking component, not �■j a Was system. Before use, the building designer must verity Me applicability of design parameters and prePedy Incorporate Nis design Into the overall building design. Bidding indicated is to prevent bucklIng of llWMdual Was web andlm Mud members oNy. AddiOmel harenary and permanent laming - MOW Is aeatte required for stablliymnd k prevent collapse wkh possible Personal Injury and prePe,ly damage. For general guidance regarding Na fabdcoeon, storage, delivery, aremon and bmdiq of trusses and"so systems,sae ANSVTPI1 Duality CdlMa, DS"9 and SCSI Building Component 6904 Parke Beat BIM. Sareylarorme0on evalebta from Truss Plate Institute, 218 N. Lee Street, Suite 31Z Nexandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oy Ply THE ROYALE ' T79781781 m11324 A6 HIP 1 1 Job Reference (optional) chumears Ttoss, nlo., 1-0-0 Fort Pierce, rL F7-15 m-0-0 LZ' u.1Ju s Mar n zutn Mrs ek mausme9, Inc. ue mar L41 L:S9:L:f Lulu Vogel ID:_kfiGCA6bx7j2Syl HDXFW7ye3KX-Pnc?AOUo6LOESg9E1nt4khwkW8Mmkt1Y9L312BzXjGk 21-0-0 25-0-0 28-0-1 35-0-0 6-0 -0.0 6-7-15 3i-1 3.8-0 741-0 3-8-0 3-0-1 E-7-15 -0-0 Scale =1:60.3 Sae - 2x3 It 2.3 II 5xa = 4.Op t2 4 21 24 5 25 28 B 27 26 7 A A Asti= 3a4 = 4x6 = 3x4 = 3X4 = 4x6 = 3XII = Ass = 35 O1N "-0 -0-0I l Plate Offsets (X Y)- 12:0-1-14 Edger f4:0-5-0 0-2-81 f7:0-5-4 0-261 [9:0-1-14 Edge] LOADING (par) SPACING- 2-0-0 Cat. DEFL. in (lac) I/deg L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.60 11-13 >424 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.78 13 >328 240 BCLL 0.0 Rep Stress lncr YES WB 0.31 Horz(CT) 0.11 9 Na n/a BCDL 10.0 Code FBC2017/TP12014 Mabix-MS Weight 1531b 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. (lb/size) 2=1118/0-8-0, 14=379/D-8-0, 9=1201/0-8-0 Max Horz 2=-133(LC 8) Max Uplift 2=-692(LC 10). 14=-219(LC 10). 9=739(1_C 10) Max Gmv 2=1118(LC 1). 14=454(LC 19), 9=1206(LC 20) FORCES. (lb) -Max. CompJMaz. Ten. -All forces 250 (Ib) 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=-252712290, 7-8=-253112224, 8-9=2880/2572 BOT CHORD 2.16=2074I2444, 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=-541/820, 5-14=526/591, 6-13=.234/311, 7-13=182/282, 7-11=355/492, 8-11=-044/551 Structural wood sheathing directly applied or 2-2-0 oc punins. 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=4.2psh BCDL=3.Opsf; h=120; B=45ft; L=5011; eave=6ft; Cat. II; Fxp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 16-9-7. Interior(1) 16-9-7 to 18-2-9. Fxtenor(2)18-2-9 to 25-0-0 zone;C-C for members and forces 8 MWFRS for reactions shaven; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water parting. 4) This buss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf an 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. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 692lb uplift at joint 2, 219 Ib uplift at joint 14 and 739 lb uplift at joint 9. This item has been electronically signed and sealed by CiRegan, 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.5al26 MiTek USA, Inc. FL Cad 6634 6904 Parka East Blvd. Tampa FL 33610 Date: March 24,2020 ®WARNING-Wrlry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NI4T473 mv. M 03i BEFORE USE. Design valid for use onlywith NIITek oseredom. This design is based only upon parameters shown, and Is for an Individual bulking component not a buss system. Before use, Me building designer must very 0e applloaegiy of design parametem end properly mmrpnrste sib design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss wee andror MOM member only. AddWaral tompomry and mananent bmdng MiTek' Isalways,eeulredtorstaGliyandropreventcdlapsevtllhposslbleMmmallnjuyaMpro riydemege. ForgeneralguldameWaMingthe faerlcation, storage, delivery, erection and bracing of cusses and Was systems, see ANS/mPH Qvaf ry Oman , DS"9 and SCSI Sullding Componcnf 6904 Parke East Blvd. Safeylnrormagon available from Tan Plate Institute, 218 N. Lee Street, Stale 312. Alexandre, VA22314. Tampa. FL 36610 Job Truss Truss Type Ory Ply THE ROYALS T19781782 an 324 B COMMON 3 1 Job Reference (optional) s Chambers Truss, Inc., Fort Pierce, FL 4x6 = 2x3 3x4 = 8.130 a Mar 112018 MiTek Industries, Inc Tue Mar 24 12:54:24 2020 Seale: 1/2'=1' 3x4 = Ib Plate Offsets (X,Y)— [2:0-2-10,Edge1 [4:0-2-10 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loci Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Ved(LL) 0.10 5.8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.13 5-8 499 240 BOLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 4 We Na BCDL 10.0 Code FSC2017rP12014 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. fib/size) 4=510/0-8-0, 2=568/0-8-0 Max Hoe 2=93(LC 9) Max Uplift 4=-292(LC 10). 2=-377(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=967/954, 34=-966/952 BOTCHORD 2-5=785/883,4-5=-785/883 WEBS 3-5=84/315 BRACING- TOPCHORD Structural wood sheathing directly applied or 6.0-0GO puriins. BOT CHORD Rigid telling 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-secand gust) Vasd=128mph; TCDL=4.2psF, BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6fl; Cat. II; 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 grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) • This truss has been designed for a live load of 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 truss to bearing plate capable of withstanding 2921b uplift atjoint 4 and 3771b uplift at Joint 2. 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. C'Rogan PE No.68126 MiTek USA Ina. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: March 24,2020 ® WARNING -Vedydes(gnpaametersandREAD NOTES ON THIS AND INCLUDED MITERNEFERENCEPAGE MIId4r3rev. 10103R015BEFOREUSE, Design valid foruse onlywlm Agrees connective. This design is based only uponParameters, shown, and is forms individual bunking component, not a buns system. Before use, me b illding designer must vedy me apAcabilityof design pammeNnamM property Inodporote this design Into the overall bulidingdesign. BmcinglndiuWdlsropmv MbuaRMOfbMlvWuallrussweba&oraoMmembemoMy. Ackirmal temporary and i mianentbracing MiTek' Is always regulred for statillty, personal and to Prevent cdlapmeAth unsettle Injury and pm"n damage. ForgeneralguidmeeregaMinglha fabdamon,Image. deliveryry erection and bradng diseases and trues syetems. me ANSUrPIf Dually Whada, D5949 and BOW Building Component BestB 6904 Perko East Blvd. Saisy/then tlon welablefrom Truss Plate Institute,21a N. Lee Street, Suite312.Alesendm.VA22314, Tampa.rk Job Truss Truss Type Oty Ply THE ROYALE T19781783 m11324 BH7 BOSTON HIP 1 1 Job Reference optional) - Chambers Truss, Inc., Fort Pierce, FL 8.130 a Mar 112018 MITek Industries, Inc. Tue Mar 2412:54:25 2020 Page 1 158 0 136 I 1TEL 198-0 21 2-00 0 1$ 241-0 2-0-0 1� 4.00 12 Sx6 = 12 14 16 Scale=1:62.6 9 d ass = 35 — 33 32 -' 30 4.6 = 3x0 = 3x4 = 416 = 3.6 = LOADING (psf) SPACING- 2-M cSL DEFL. in (too) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Ver(LL) 0.51 32-33 >826 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.6732-33 >628 240 BCLL 0.0 ' Rep Stress Ina YES WE 0.48 Hom(CT) 0.14 28 n/a Na BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 208 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8.6 oc puffins. BOT CHORD 2x4 SP M 3D BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 11, 18, 15, 7, 23 REACTIONS. (lb/size) 2=1349/0-8-0,28=134910-8-0 TOP CHORD MUST BE BRACED BY END JACKS, Max Hors 2=-223(LC 8) ROOF DIAPHRAGM. OR PROPERLY CONNECTED Max Uplift 2=-825(LC 10), 28=-825(LC 10) PURLINS AS SPECIFIED. FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=339212640, 3-4=-1213/956, 4-8=-1157/946, 8-9=1145/979, 9-12=-1122/1028, 12-14=-1125/1090, 14-16=-1124/1089, 16-19=-1121/1028, 19-22=-1145/979, 22-26=-1157/946,26-27=-1214/956,27-28=-3393/2641,35=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=-236412041 BOT CHORD 2-35=-2358/3190, 33-35=-2360/3166, 32-33=-2652/3448, 30-32=236113167, 28-30=-2358/3191 WEBS 3-35=01284, 27-30=0/285, 3-33=-3171378, 18-33=-466/474, 27-32=J12/353, 14-15=-405/437 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=165mph (3-second gust) Vasd=128mph; TCDL=4.2pat BCDL=3.0psf; h=12ft; B=4519t; L=50ft; eave=60; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-9-10, Interior(1) 3-9-10 to 10-8-9, Exterior(2) 10-8-9 This item has been to 17-6-0, Interiol 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 electronically signed and 3) Provide adequate drainage to prevent water pending. sealed by ORegan, Philip, PE 4) All plates are 2x3 MT20 unless otherwise indicated. using a Digital Signature. 5) This truss has been designed for a 10.0 par bottom chord live load noncencument with any other live loads. a Punted copies of this P 6) 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 0t between the bottom chord and any other members. document are not considered 7) Provide mechanical connection (by others)of truss to bearing plate Capable ofwithstanding 826 lb upliftailoint 2 and 8251b uplift at signed and sealed and the joint 28. signature must be verified 8) Graphical puffin representation does not depict the size or the orientation of the puffin along the lop and/or bottom chord. On any electronic copies. Philip J. O'Ragan PE No.58120 MiTek USA, Inc. FL Cod 6034 6004 Parks East Blvd. Tampa FL 33610 Data March 24,2020 ® WARNING -Verify design pammerem and READ Notes ON rHISANO INCLUDED MITEK REFERENCE PAGE MII-r473 rev, IDION2015 BEFORE USE. Design valid for use only Win MReW connectors. This design is based orly upon parameters shown, and Is for on Individual bulling component not a buss system. Sears use, me building deagnermustverify the applicability of design parameters and property lnovyorate col design Into me overall burdingdesign.Brad, indicated le to prevent burNing ofal truss web A maser chord members only. dpermanent trading toommery and perbracin g � ppl�p Welk' Is always required for stability and to prevent collapse with possible P sonal Injury and property damage. ForgenemlgulanceregaNNgme fabrication, slrege,delivery notation and arming ofiream end W49 systems see ANSVTPll Quality CrUma, OS"9 and SCSI Building Component said Parke East Blvd. Sefaylnfermaaon available from Truss Plate Instime, 218 N. Leo Street Suite 312. Nesandda, VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty, Ply THE ROYALE • T19781784 m11324 GRA SPECIAL 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.130 a Mar 112018 MiTek Industries, Ina Tue Mar 2412:54:27 2020 2.3] 12 4x4 = 4x4 = 4x10 4x10 19 4 20 21 5 22 8 2x3 II 3x4 = 3x4 = 20 II 3x4 = Scale=1:26.6 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.18 Vert(LL) 0.08 11 -999 360 MT20 2441190 TCDL TO Lumber DOL 1.25 BC 0.32 Vert(CT) -0.10 10 >999 240 ' BOLL 0.0 ' Rep Stress Incr NO WB 0.06 Horz(CT) 0.03 7 WE n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 58In FT=0 LUMBER- BRACING. TOP CHORD 2x4 SPM 30 TOPCHORD Structural wood sheathing directly applied or 5-0-7 oc pudins. SOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-0-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=770/0-8-0, 7=770/0-8-0 Max Horz 2=-65(LC 6) Max Uplift 2=-523(LC 8), 7=-523(LC 8) Max Gmv 2=787(LC 17), 7=787(LC 18) FORCES. (Ib)-Max. CompJMax.Ten.-All forces 250(I1b) or less except when shown. TOP CHORD 2-3-1798/1192, 3-0=-1761/1197, 4-5=1724/1169, 5-6=-176111190, 6-7=-1798/1137 BOT CHORD 2-12=-1083/1685, 11-12=-1082/1692, 10-11=-1112/1724, 9-10=-1024/1692, 7-9=102811685 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This buss has been designed for a 10.0 Pat bottom chord live load nonconcurtent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 523 lb uplift at joint 2 and 52316 uplift at joint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 63 Its dawn and 114lb up at 4-1-8, 85111 down and 124111 up at 5-0-0, 113 lb down and 146 lb up at 5-7-3. 60 Is down and 129111 up at 5-11-0, 60111 down and 1291b up at 7-11-0, 113 to down and 146 lb up at 8-2-13, and 85111 down and 1241In up at 8.10-0, and 63 In dawn and 139 lb up at 9-8-8 on top chord, and 6Ib down and 7Ib up at 4-1-8. 18 lb down and 15 lb up at 5-0-0, 33 to down at 5-7-3. 3911, down at 5-11-0 , 39 lb down at 7-11-0, 33 Its down at 8-243, and 18 lb down and 15 lb up at 8.10.0, and 6I11 down and 7I11 up at 9-8-8 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the buss are noted as front (F) or back (B). LOAD CASES) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 13=-54, 34=-54, 4-5=54, 5-6=-54, 6-8=-54, 13-16=-20 Concentrated Loads (lb) 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(12) 23=-18(B)24=-18(B) 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 Cart 6034 6904 Parka East Blvd. Tampa FL 33610 Data: March 24,2020 ®WARNING. Verily design ponmeten and READ NOTES ON ]HIS AND INCLUDED MITEKREFERENCEPAGEMIA7473rev, I&OL2015 BEFORE USE. Design valltl W use only Min MiTek® connectma. This design Is based only upon parameters shovn, and Is for an IndlWdual building component, not sesses lyst a mesa system. Before use, the building designer must were me appllcabillty of design parameters and proper, lncurporaU ads design Into Use overall building design. Brecing indicated Is U prevent bealing of indWand truss web andlur chard members only. Adeflanal temporary and Permanent leading MiTek- isalwaya required far stabilityend to part canape.wan Possible Personal Injury and proMey damage. Forgenemiguldanceregardingthe fabdwtio45tore9e,delivery, erection antl bredng o/messas antl Wss eydeen,see ANSVTPH Ouellly CdHds. WE49 and SCSI Building Component Base Parke East Blue. Safety ln/ormadon available hem Teem Plate Inagtute, 218 N. Lea St%al. Suite 312, Aloodeftle. VA 22314. Tempe, FL 36610 -7 Scale-1:62.4 2x3 II 4x4 = 4.00 12 4x8 = 4.4 = gx4 = 3x6= 2x3 II 9 3 25 36 4 27 28 2g 5 630 31 32 733 34 35 8 us 2T 10 10 11 [7 to 18 36 37 77 38 16 39 42 14 4313 12 2x3 II 5x1 =4041 3.4 =M 3x4 = 3x4 = aid,= 34 = = 3x4 = 5-0-0 I 103-0 I W_ 2180 2&1-0 I A3 U 5-0-0 53a 5'.3A 61M R]41 R.tt-0 Plate Offsets (X,V)— 13:0-54 0-2-0I LOADING (psf) SPACING- 2-M CSI. DEFL In (too) III Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Ven(LL) 0.11 17-18 >999 360 MT20 2441190 TCOL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.1417-18 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.53 Horz(CT) 0.03 10 WE n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight 146 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-4-6 Do pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpt 4-15 REACTIONS. All bearings 0.8-0. (lb) - Max Herz. 2=96(LC 7) Max Uplift All uplift 100 lb or less atjoint(s) except 2=-536(LC 8), 15=-846(LC 8), 14=555(LC 8). 10=314(LC 8) Max Grew All reactions 250 lb or less atjoint(s) excepl2=787(LC 17), 15=1322(LC 1), 14=927(LC 1), 10=506(LC 14) FORCES. (Ib) -Max. Comp./Max. Ten. -All farces 250 (to) or less except when shown. TOP CHORD 2-3=1773/1106, 34=1406/944, 4-6=304/595, 6-7=304/595, 7-8=-304/595, 8-9=7021344, 9-10=-719/323 BOT CHORD 2-18=96211659, 17-18=-958/1675, 15.17=-a43/1406, 14-15=.595/429, 12-14=158/622, 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=-031/408, 8-14=1063/625, 8-12=115/265 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=128; B=45R L=508; eave=6ft; Cat. 11; Fxp C; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This buss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5361b uplift at joint 2, 846 lb uplift at joint 15, 5551b 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 lb down and 341 Its up at 5-D-0, 100 lb down and 129 lb up at 7-0-12, 100 lb down and 129 Ill up at 9-0-12, 100 lb down and 129 lb up at 11-0-12, 100 lb down and 129 lb up at 13-0-12. 100 lb down and 129 Its up at 15-0-12, 100 lb down and 129 lb up at 17-0.12, and 1001b down and 129 Its up at 19-0-12, and 100 lb down and 129 lb up at 21-1-4 on top chord, and 83 lb down at 5.0-0, 39Ib down at 7.0.12, 39Ib down at 9-0-12, 39Ib down at 11-0-12, 39Ib down at 13-0-12, 39Ib down at 15-0-12, 39Ib down at 17-0-12, and 39Ib down at 19.0-12. and 39Ib down at 21-14 on bottom chord. The design/selectIon of such connection device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section. loads applied to the face of the truss are noted as front (F) or back (B). 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 No.58126 1AiTak USA Inc. FL Cart 6634 0904 Parke East Blvd. Tampa FL 33810 Data: March 24,2020 ® WARNING . VerOy desl9n panmebls and READ NOTES ON MIS AND INCLUDED MIlEK REFERENCE PAGE 411Id4 r3 rev. 1WON2015 BEFORE USE. Design vote forusa only wan MRek®mmecto,s. This design is based Only upon parameters shown, and Is for an Individual building component. not m� n buss system. Basamuse, Me building designer must verify Me eppllwbiGyofdesign parameters and propaM Nmryoramthb design Into Me overall buldingdnsign.SmWgindluWisWpreventbud IlMofiMlvWualimsswebandim OoMmembemody. Additional temporary and permanent bradng MOW Is always required feasibility and to prevent collapsawlth possible Toreson! Injury and property damage. Forgenerdguldares"aNNg Me fabecaton,Storage, dellvery,auction and bradng ofbuases and busssystems, see ANSVTP11 Dually Cdfede, DSS­89 and BC5l Building Component 6904 Parka East Blvd. Sateylntmmagon eveteble hem Tress Plate lnsbtute.218 N. Lee Street Swte 312, Alexmdde, VA 22314. Tampa, R 36510 Job Tmss Taxis Type Oty Ply THE ROYALE ' T19787785 ml1324 GRB SPECIAL 1 7 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 0.14V 3Nar 11[Ulo a Mllerc lnausvles.Inc, ma Mar cv it:aad tutu rayv< ID. _kfiGCA6bz7j2Sy1HDXFw7ye3KX-mlOuE5VwwlOXYb7BpLSFRkdg49ACP4oHldmojOzXjGf LOAD CASE(S) Standard 1) Dead 4 Roof Live (balanced): Lumber Increase=1.25, Plata Increase=1.25 Unifoml Loads (pll) Vert: 1-3=-54, 3-8=-54,8-9=54,9-11=-54, 19-22=-20 Concentrated Loads (lb) Vert: 3=-160(F) 18=45(F) 25=-60(F) 26=-60(F) 27=-60(F) 29=60(F) 30=60(F) 31=-60(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 -Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7£KREF£RENCE PAGE 111IIJ473 rov, 101OV2016 BEFORE USE. Design valid for use only Went MRak61 wnneclom. This, design Is lased only upon pammoudy shave, ant Is for en Ind vet al building wmponen4 not a truss system. Before use, Pe building designer must veriha appiiwblliry of design parameters and pmony Incorporate this design Into Me overall building design. Baring lndiwtod is 0 prevent buckling of lndlvldual"as web bungler Chord members only. Additional temporary and permanent bating MOW Is creative required far stabilhyand fo prevent collapse Win possible personal Injury and proper Damage. For general gawanw regaging the fabricator. storage, dellveryry Meet and braeng of Mason and toss systems, see ANSVFP11 Qually Crum, DS"9end Best Building Component Lee Street, Suite 312, Aleundria, VA 22314. 6904 Pella East Blvd. Sally engrossed avallabla from Tons Plate Ina6Nte, 218 N. Tampa, FL 36610 Job Truss Truss Type Dry Ply THE ROYALE ' T19781786 m11324 GRC HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 5x8 MT18HS = 4.00 12 8.130 s Mar 112018 MITek Industries. Inc. Tue Mar 2412:64:30 2020 Sxe MT18HS = 2.3 11 Us = US = 2x3 II m m oa sa uo m .._ 14 4s Style=1:60.3 SAS = 2.3 II 3x6 = SOO = 6x10 = 3x6 = W II 3x6 = 1 i 135.8-0A-0 21-0-0 27.0-0 NO- 8-0-0 8-0-0 Plate Offsets (X Y)— [3:0-5-4 0-2-81 [8:0-5-4 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Inc) I/de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(L-) 0.22 11-22 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.31 13-14 >830 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr NO WB 0.79 Hom(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC20177rP12014 Matdx-MS Weight: 1571b FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3'ExcepV 4-14,7-13: 2x6 SP No.2 REACTIONS. (lb/size) 2=41210.8-0, 14=3582/0-8-0, 9=1192/0-8-0 Max Holz 2=-109(LC 6) Max Uplift 2=-299(LC 8), 14=-2133(LC 8), 9=-764(LC 8) Max Grav 2=423(LC 17), 14=3582(LC 1), 9=1194(LC 18) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-6 on pudins. BOT CHORD Rigid celiing directly applied or 5-9-3 on bracing. WEBS 1 Row at midpt 3-14, 5-14 FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=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=2514/1528,4-14=-641/586,5-14=-2674/1707, 5.13=-112412080, 7-13=592/548, 8-13=7601483, 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=5011; eave=6ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water Fording. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 6)' This truss has been designed for a live load of 20.0paf 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 2991b uplift atjoint 2, 21331b uplift at joint 14 and 76416 uplift atjoint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 182 Ib down and 312 Ib up at 8-0-0, 1071b down and 173111 up at 10-0-12, 107 lb down and 173111 up at 12-0-12, 107111 down and 173 lb up at 14-0-12, 107 lb down and 173 lb up at 16-0-12, 1071b down and 173 Do up at 16-11-4. 107 lb down and 173 Ib up at 18-11-4, 1071b down and 173 It, up at 20-11.4. 1071to down and 1731b up at 22-114, and 107 lb down and 173 Ito up at 24-11-4, and 182111 down and 312111 up at 27-0-0 on top chard, and 411 Ib down and 242 Ib up at 8-0-0, 79 lb down and 1 III up at 104-12, 79 Ib down and 1 Ib up at 12-0-12, 79 Ib down and 1 Ib up at 14-0-12. 79 Ito down and 1111 up at 16-0-12, 79 lb down and 1 Ito up at 16-11-4, 79 Ib down and 1 lb up at 18-114, 7916 down and 1 Ib up at 20-114, 79111 down and 1111 up at 22-11-4, and 79 Ib down and 1 Ib up at 24-11-4, and 411 to down and 2421to up at 26-114 on bottom chord. The designiselection 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'Regan PE Nn.68126 MITek USA, Inc. FL Cart 6634 0904 Parke East Blvd. Tampa FL 33610 Date: March 24,2020 Mae 1, ®WARNING - Yerlly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473rev. 10MV2015 BEFORE USE. Design valld foruse only with MRekOacormecWrs. This deslgn is based only even parametersshown, end la bran Individual building component. nor a buss system. Before use, the building designer must wady Ne applimcho of design parametersentl property Incorporate Mh design into Between buildingdesgs. Bracing indicated Is to prevent buying ofindividual buss web andlorchord members only. Aldilnallempararyendparmanentbrscing M[T®k' Is idsays required far stability end to prevent coIts,. wlih possible personal injury and property damage. Forganerelguidanceregaminglhe - fabrlada, Stange, delivery, sudden and bradng ofbueses and Vuss systems, see ANSVTPII Quality Dennis, DSB-09 end BC5l Building Component 6904 Parke East Blvd. Ssfetylnfoval awelladebem Truss Plate InstlWe,21e N.Lee Sbeet,SUXe312,Aiexandde,VA22314. Tampa, FL 36610 Job Truss Truss Type Ply THE ROVALE �Oty T79781788 m11324 GRC HIP 1 1 Job Reference o 8onal Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MTek Industries, Inc. Tue Mar 2412:54:30 2020 Page 2 ID_kfiGCA6bx7j2Sy1HDXFw7ye3KX-17XeenZBSVGFnvBaxNfW9jxmzm3NGamxFvoHzXJGd 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=64, 8-10=54, 17-20=20 Concentrated Loads (Ib) Vert: 3=.126(8) 6=-107(S) 8=126(8) 15=50(8)16=411(13) 11=-411(B) 12=-50(B) 23=107(B) 25=107(B) 26=-107(B) 27=-107(B) 28=-107(8) 29=107(B) 30=107(B) 32=107(B) 33=50(B) 34=50(B) 35=50(B) 36=50(8) 37=-50(B) 38=-50(B) 39=50(13) ®WARNING-Vvfydeslyn Pammefars and READ NOTES ON MIS AND INCLUDED MITEKREFERENCE PAGE M1144TI M4 IM=015 BEFORE USE. ' Designvard foruse onywith MTek®cormecWs. This design Is based o* upon parametem elpwn. and is foran Indvkual tending component cot a buse system. Before use, Ors bukiig desigiermuslvady are apple abmryof design parameters and pmpedylseo9wrale thIf design Into the meal) bulldingdeogn. BracinpiMlwled la to prevent bucklirg ollndlvidual truss web andlmtllaN memberspNy. Addillonal temporery end pertnenent badig MiTek' Is aMaya Meted for staMliy And prevent collapse with posebe personal Injury and propemy damage. Fmg¢nemlgu ancereganhgthe Nbdca6on. slprspa.delveryy.� esecdon and leading trusses are beef syslemsea a,ANSVIPIIOealay Craada, DSM9 and 0CW BuUding Cmponant 6904 parka East Bvd. sahy(nyormatlon andlaGehom Tmm PIWimti .218N.tee Street Suds312.Nexandda,VA22314. Tampa.R 36610 Job Truss Truss Type Dry Ply THE ROYALS • T19781787 m11324 J1 MONOTRUSS 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries. Inc. Tue Mar 2412:54:31 2020 Page 1 ID:k6GCA6bz7j2SyiHD%Fw7ye3K%-AK5Os7apDo05P3m VTOy3NFEuMGVCYrLa?SKjzKGc Us = Scale =1:6.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in Coo) Well L/d PLATES GRIP TOLL 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 Ved(CT) -0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 Na No BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight 5lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc plating. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (Ib/size) 3=9/Mechaniml, 2=118/0-8-0, 4=0/MechanlwI Max Horz 2=48(LC 10) Max Uplift 3=4(LC 7), 2=140(LC 10) Max Grev 3=11(LC 15). 2=118(LC 1), 4=17(LC 10) FORCES. (1b)-Max. CompJMax. Ten. -Allforces250(ib)orless exceptwhenshown NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf, BCDL=3.0psf; h=12ft; B-05ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpl=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 nonconcument with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4lb uplift at joint 3 and 140 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 MiTek USA, Inc. FL Cod 66U 6904 Parke East Blvd. Tampa FL 33610 Data: March 24,2020 AWARNING - Vert y design parametere and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIp7473 rev. I MY2015 BEFORE USE. Design valid for use only won MI enDooneW, s.7Na d031gn Is baMd oral, u eme paRmerere aMan, and IS for an indMdWI bU ld e, compMent, Ten = Dean; System Before use, Me ending designer Realveray Me appGrabriyofdesign p radectere and propedyWWToram this deagn hW DeoveRV buildingdoslgn. Bmhgindi=atedlsbpmv ntbudMgoflndNWuale umbe orderdmemb mrso Admllonallemporaryandpelmanordlacing uA� Welk' la ehvays regulre0 for ¢IeNlly antl to prevent cdlapae wIM possible personal b6ury eM propeMdamapa. For Ben= a guldonm regardhg Me fabri=sHon,storage. dativelry,�Nation and bracing of busses SM hula mdems. see ANSM11 Quality Weeds. DSM9 and 8CV Belding Cempenent Sareylnrormatlon avaaableirem Tm Plate IMHM,218N.Lee S1reeLSuite312.Meaandda,VA22314, 6904 Parke Feet Mel. Temps, R. 36610 Job Truss s pty ply ROYALS ' ];ZoN`of7RUSS T19781788 m11324 J2 4 1 rE b Reference (optionaft am arbins 3x4 = 8.130 a Mar 112018 MTek Industries, Inc. Too Mar 24 12:54:31 2020 Scale =1:7.8 2ma LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Ld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(L-) -0.00 7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 Na Na BCDL 10.0 Code F13C2017rrP12014 Matrix -MP Weight 8lb FT=O% LUMBER- BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-M oc pudins. BOT CHORD 2x4 SO No.3 BOT CHORD Rigid calling directly applied or 10-M on bracing. REACTIONS. (lb/size) 3=37IMechanical,2=14110A-0,4=23/Mechanical Max Horz 2=67(LC 10) Max Uplift 3=28(LC 10), 2=136(LC 10), 4=-3(LC 7) Max Grail 3=42(LC 15), 2=141(LC 1). 4=31(LC 3) FORCES. (Ib) -Max. Comp.IMax. Ten. - All forces 250 (lb) 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; 8=45ft; L=50f1; eave=6ft; Cat. 11: Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces 8 M WFRS 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 nonconcuoent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 3, 136 lb uplift at joint 2 and 3lb 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. Phklp J.ORegan PE No.50126 NITA USA Inc. FL Can 6034 6904 Parka East Slid. Tampa FL 33610 Data: March 24,2020 ® WARNING . VeIVy deslgn pammo tma and READ NOTES ON MIS AND INCL UDED MI rEK REFERENCE PAGE MII.7473 rev. 10,10312015 BEFORE USE. Design valid forme only MW MReM connection. Tins, dedgn V bash"vpon parameters sbmvn, and to ridden Individual Waiting compmer, , net � a truss systas. Bar. use, me Watlaq dealgnersust verily me a,ficimetyof design paremeters all i spell incamorere this desgn Mto me bvarm Witting design. Bracing Indicated is to prevent buckling of imeMdual truss web merrier ended members oNy. MotorW testimony and permanent bracing MiTek' Is always regubed for staNnly and W pmwnt Wisps MM possible personal Injury and porosity m damage. Forgerel guldanw sgmEing the fabrication, stcrege. delNeryrymecbst and trading oftnsses arm truss ayztems.see ANSVTPll Quality CNleda, DSO.09 andBC5l Building component Sareylnformadon ava0abie from Tmss Penn tetanus, 210 N. Lee Strom, Suite 31Z Alelandda, VA 4314. 6901 Parka East BIM Tampa, FL 36610 Job Truss Truss Type OIY Ply THE ROYALS T79781789 m11324 J3 MONO TRUSS 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.130 s Mar 112018 MTek Industries, Inc. Tue Mar 2412:54:32 2020 Page 1 Syl HDXFw7ye3KX-fWfO3TbR 6Wyl DLy2AXBbaoPemaML77sDEkOsAzXiGb T,T Scale -1:9.4 LOADING (psf) SPACING- 2-M CSI. DEFL. in (lox) Udell Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TIC 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 Ina YES WB 0.00 Hoa(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight 11 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SIG No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 Go pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 Go bracing. REACTIONS. (lb/size) 3=64/Mechanical,2=173/0-8-0,4=37/Mechanical Max Hore 2=85(LC 10) Max Uplift 3=-54(LC 10), 2-147(LC 10). 4=4(LC 10) Max Grav 3=70(LC 15), 2=173(LC 1), 4=50(LC 3) FORCES. (to)-Max.Comp./Max. Ton. -All forces 250(I1b) 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; 13=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 8 MWFRS for reactions shown; Lumber DDL=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.Opsf on the bottom chord in all areas where a rectangle 3-64 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss Connections. 5) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 3, 147111 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'Regan PE No.58120 MTok USA Inc. FL Cart 6834 8904 Parka East Blvd. Tampa FL 33610 Dan: March 24,2020 ®WARNING-V rly tlesfgn pammafars and READ NOTES ON MIS AND INCLUDED M1rEX REFERENCE PAGE M167473 mv. 1=12015 BEFORE USE. Desipn valid nr use only with MTek®mmmrmra. Tors design Is based only upon paramenn shown, en41s fa an budividual buMN component act a buss system. Before use, Nor lesions deep ar nest witty She appncael ly of design paremetam etxl pmpedy Nmrpman the design Inn the ova all bulldingdeagn.Smelag fieimted is be prevent bucking ofindividual truss web andfOrchmd member ody. AdtitbnaltemporeryeMpemenentbrachs KWICle envoys rapuhedforctabilily and to preventwllapsewlM posslGe personal lNury eM pmpenydomaga. Fugannelguidaeawto,ard'nplye fabrlcatlaN snmge,da0vey, erection aaa trades ofbusses but tress systarro, eea ANSITITH Quality Ceftads, 01B419 and BC5l Bugd/ng Component Sareylnnmwifi n avaeable hcm Tmss Plata VaNun, 218 N. Lee about suite 312. Alerandda, VA 22314. MParke Fart BW Tampa, FL 36610 Job Truss Truss Type cry Ply THE ROYALE ' T19781790 mi7324 J4 MONO TRUSS 4 1 Job Ressencia (optional) Chambers Truss, Inc., Fart Pierce, FL 3x4 = 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 2412:64:33 2020 Page 1 ID_kfiGCABbx7j2Sy1HDXFw7ye3KK-7iDnHoc3lQepfMv9cu2QBoLW4AtR45NOSuUZOorXGa Santa=1:11.1 44 4 LOADING (psf) SPACING- 2-" CS]. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip 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 Stress Incr YES WB 0.00 Horz(CT) -0.00 3 We Na BCDL 10.0 Code FBC2017rrP12014 Mabix-MP Weight 14 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 TOP CHORD BOT CHORD Structural wood sheathing directly applied or4-M oc pudins. Rigid ceiling directly applied or 10." oc bracing. REACTIONS. fib/size) 3=89/Mechaniml, 2=206/0-M, 4=50/Mechanical Max Ho¢ 2=104(LC 10) Max Uplift 3=-79(LC 10), 2=-161(LC 10), 4=-8(LC 10) Max Grev 3=97(LC 15), 2=206(LC 1). 4=67(LC 3) FORCES. (Ib)-Max.Comp./Max. Ten. -All forms 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=12ft; 8=45ft; L=50ft; save=6ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exteaor(2) zone;C-C for members and forces 8 MWFRS for reactions shaven; Lumber DOL=1.60 plate gap 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.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 79 to uplift at joint 3, 161 lb uplift at joint 2 and 8 lb 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. allogan PE No.58126 MiTek USA, Inc. FL Con 6634 6904 Parke East BNB Tampa FL 33610 Data: March 24,2020 ®WARNING. Vedydesilp, ..M. and READ NOTES ON VHS AND INCLUDEDMITEKREF£RENCEPAGEMIF7473rev. 10MV2015 BEFORE USE. Design valid 1m use otdywith Mielel) awmecloo. This desks, In bascd only upon parameters shown. aM h foran biGwldual Wilel,g cwnpenem, not atrue. snUar. Beforeuse, the Wddl,pdeelgnarmustyeNy as applicability ofdinir, pmamelers oral prepay, lncomo,ate ddsdesign Into the overall bulldingdesign. Bracing mMlaatnd is to prevent moaning ofindividual buss wob and/orchard members only. Atelionaterpararyandpaunanentbredr, MiTek' Is always required for.11ty And to prevent collapse with poaible personal injury and property damage. Far Dere,alguldanceregaNNgtha ffluaabcn, Motors. delivery, erection and bmWg of Woes arM muse cysums,sea ANSMH Duelly, Canute, DSBe9 and BCS1 Straying Campan.nr Safety la adon available extra Truss Plate lnstiMe,218 N. lea Stri Suite 312. Mexendda, VA V314. 6904 Parke East Bivd. Tampa, FL 36610 Job Truss Truss Type oty Ply THE ROVALE ' T19781791 m11324 JS MONO TRUSS 17 1 Job Reference (optional uue>, i n.., ran nerve, rL 3x4 = 8.130 s Mar 112018 MTek Industries, Inc. Tue Mar 2412:54:33 2020 Scale =1:12.7 5-0 0 LOADING (psf) SPACING- 2-0-0 Cat. in One) Udell Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.70FDErFI_ Veri(LL)0.06 4-7 >939 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.64V.t(CT)-0.06 4.7 464 240 BCLL 0.0 ' Rep Stress lncr YES WB 0.00HOrz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Mabix-MP Weight: 17lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 cc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 cc bracing. REACTIONS. (Ibrsize) 3=115/Mechanica1, 2=243/0-8-0, 4=63/Mechanical Max Horz 2=123(LC 10) Max Uplift 3=-104(LC 10), 2=-177(LC 10), 4=9(LC 10) Max Grev 3=125(LC 15), 2=243(LC 1), 4=87(LC 3) FORCES. (Ib)-Max. CompJMax.Ten.- Allforms 250(lb) or less except when shown NOTES. 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst; BCDL=3.Opsf, h=12ft; B=45ft; L=50ft; eave=6ft; Cat II; Fop C; Encl., 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 buss has been designed for a 10.0 psf bottom chord live load nonconeument 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 3fi-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 1041b uplift at joint 3, 1771b uplift at joint 2 and 9lb 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.ORegan PE Ne56126 MiTek USA Inc. FL Cod 6674 6904 Palo East Blvd Tampa FL 33610 Date: March 24,2020 ®WARNING. Verhydesignpammafersand REAONOTES ON MIS AND INCLUDED MIrEK REFERENCE PAGE M1IV4r3rev, rdmeSQ15 BEFORE USE. Design valid for use ontywldu MiTek® comedies. Tnls design Is based only upon parameters shown, and is for an individual Addling mmpanen, rot a M,. ayuse, Bar. a.. Me bWMing designer.1 ve rfy Use a pp6wbi Ry fdMign paseMas.and Pspedy mmiporara" design into To overan buldingdesign. Bracing Indluded ISM prevent buckling ofindMdual Sues Wee andforchard reareen only. AddlMonaltempomryandpennanentbracing MiTek' is always required for slaWlity and W prevent callapeowi n pid osae pelsenry rel9u el hJuand pspamdamage. Forgenedance regarding Me rdbdrapeM1sen.d..dveftic fainT Mbledulg of wasoseM buss systems, sad ANSU3PI1 Quality CNfafe, W"9 and SCSI aualing Component 6904 Parke Fast Blvd. SafelFfnl Been evNable rect Tnnd Plaid lnsaMe,218 N. Lee street, Suite 312. Nexandna, VA 22314. Tampa, FL 3010 Job Truss Truss Type pry Ply THE ROYALS ' T79781792 m11324 JB MONO TRUSS q 1 Jab Reference a ironer I rues, inc., con nerve, FL 3x4 = 8.130 s Mar 112018 MTek Industries, Inc. Tue Mar 24 12.54:34 2020 Page 1 ID_kriGCA6bx7j25y1HDXFw7ye3KK-0m9U6dhWjmgGW ULAbZfglbWa6ypvd9hYD61@XjGZ Scale=1:14.3 6-0-0 LOADING (ps1) SPACING- 2-0-0 CsL DEFL. in Qoc) Udell Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.34 Vert(LL) 0.11 4-7 >664 36D MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Ved(CT) -0.11 4.7 >652 240 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) .0.00 3 n/a n/a BCDL 10.0 Code FBC2Dl7rrP12014 Matrix -MP Weight 20 lb FT=0 LUMBER. BRACING - TOP CHORD 20 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M Do bracing. REACTIONS. (lb/size) 3=142(Mechanlcal, 2=275/0-8-0, 4=70/Mechanical Max Hoa 2=140(LC 10) Max Uplift 3=129(LC 10), 2=192(1_C 10), 4=8(LC 10) Max Grav 3=155(LC 15), 2=276(LC 15), 4=100(LC 3) FORCES. (1b)-Max. CompJMax.Ten. - All farces 250(lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-seccnd gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=5011; eave=6ft; Cat. 11; Exp C; End., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) mne;C.0 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 nonconcunent 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 346-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to glider(s) for truss to truss connections. 5) Provide mechanical cannection (by others) of truss to bearing plate capable of withstanding 1291b uplift at joint 3, 192 lb uplift at joint 2 and 8lb 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 NO58126 MTek USA Inc. FL Cod 6634 G904 Parke East Blvd. Tampa FL 33810 Date: March 24,2020 AwARmwG- 11r1Eeai9n1ruaa1ou and READ NOTES ON MIS AND INCLUDEDMITEKREFERENLE PAGE 140-7473rev. 10/03/2015 BEFORE USE. Design valid mane oNywah hb "ou necbm. TNsdaslge A based may upon psc mete a slvann, mW lafaan move" sending wmponan4 rot a truss syatim Babe use, Me bulging designer mug verily the eppliczbitiry oldeslgn parameters and pmpe"corymate M design into Me overall buldingdesign. BmdnglWk tedistop entbmkgMofindivkudl ssvmbandlaMoMmemb mmly. Addl9onaltemporaryandpmmaaembradag Is MiTek' allays required fur shugllty and m parand collapse will possible personal lnfuny and property damage. Forpeneral gukanm regeMMg Me fabdalbn, storage, deavery� erection all leasing 0 pusses all buss Siemens. ass ANSgrPlf Qualls, Cneed, DSBd9 andBCS1 Building ComPananr Samtylnmrmafion evadablegem Tmn Plata IneUb,218N.Uosnag,Buae312,Nomdda,VA22314. Seed Peke East BM. Tampa, FL 36510 Job Truss Truss Type Ply ROYALET79781793 m11324 JB MONO TRUSS �Qty 11 1b rE Reference Lopbonaft nuus,i , Pen Pierce, FL 3.4 8.130 a Mar 112018 MTek Industries, Re. Tue Mar 2412:54:35 2020 Scale =1:17.5 Plate Offsets (X Y)— j2:0.3-14 0-1-81 LOADING (pat) SPACING- 2-0-0 CSI. DEFL in (loc) Well L!d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.61 VertI -0.14 4-7 >676 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 FBC 0. 77 Val(CT) -0.30 4-7 >310 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a n1a SCOL 10.0 Code FEC20171TP12014 Matnx-MP Wind(ILL) 0.26 4-7 >368 240 Weight: 26 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SO M 30 REACTIONS. (Ib/slze) 3=188/Mechaniml,2=348/0-8-0,4=99/Mechanical Max Harz 2=178(LC 12) Max Uplift 3=174(LC 12), 2=-226(LC 12), 4=13(LC 12) Max Gran, 3=195(LC 17), 2=348(LC 1), 4=141(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0o; pudins. BOT CHORD Rigid telling directly applied or 10-04) oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL-0.2psY BCDL=3.Opsf, h=12ft; B=59ft; L=3611; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) A-M to 2-7.3, Intenor(1) 2-7-3 to 7-10.4 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 fora 10.0 par bottom chord live load nonconcument with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to glrcl 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, 226lb uplift at joint 2 and 13 Be 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. aftegm PE No.58128 MiTek USA. Inc. FL Cud 6634 6984 Parke East Blvd. Tampa FL 33610 Date: March 24,2020 A WARNING-Yerrrydesrgn pwanw sand READNOTES ON TIOS AND INCLUDEDMBEx REFERENCEPAGEMIAT473rev. 10/0342015BEFORE USE. Design valld truss only with MITekscamuctors. The design le baseel evil upon parameters shown, end Is I an Individual 11drs, cumponem, trot ��®® a hula system. Before can Me building Cannauermest vary aveap Ocabiaty of design parameters and propa"on,aale mis design into the everea buildingdeslgn. Bmcing Indicated is to prevent buckMg oflndlNdual puss web andlor MOM members only. Additoraltempomry and"Onevent bracing �fY� Welk' Lsalwpy ukodferNWiyandWWmntodiapsawilhpo leperswalijfw pmpedydanage. ForgenevedguNarecregmengtha fabraaon, Momge, leavery erema and baMg altrusaa aiq truss systsma,see ANSMI1 Quality coverts, OS"9 and BCSI Building Companenr SeMlylnlormeaon available from Trues Plate Institute. N. Lea Street, Suite 312. Alexandria, VA 22314. fi904 Parkrk Blvd. a e Est B estB Tampa. Job Truss Truss Type Oly Ply THE ROYALS • T19781794 m11324 JA MONO TRUSS 2 1 Job Reference o Donal 3x4 = o., on amar i I cmo muenmavanes,mc. me mar Aq";.;,s.zu'D 24 Scale -1:8.3 LOADING (psO SPACING- 2-0-0 CST. DEFL. in (toe) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.00 7 >999 240 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n1a n/a BCDL 10.0 Code FBC2017rrP12014 Mainz -MP Weight 9 As FT = 0 LUMBER- BRACING - TOP CHORD 2x4 SP N0.3 TOP CHORD Structural wood sheathing directly applied or 2-4-3 cc pudins. BOTCHORD 20 SP No.3 BOTCHORD Rigid ceiling directly applied or 10-M cc bracing. REACTIONS. (Ib/size) 3-05rMechanical, 2=15010-&0, 4=28/Mechaniml Max Horz 2=73(LC 10) Max Uplift 3=-37(LC 10), 2-139(LC 10). 4=4(LC 7) Max Grev 3=50(LC 15), 2=150(LC 1), 4=37(LC 3) FORCES. (Ib)-Max. CompJMax.Ten. -All forces 250(I1b) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vint=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh, BCDL=3.Opsf; h=12ft; B=4511; L=5Dft; eave=6ft Cat. II; Exit C; Encl., 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 Pat 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-M tall by 2-0-0 wide will 6t 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 beadng plate capable of withstanding 371b uplift at joint 3, 1391b uplift at joint 2 and 4 lb 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. C'Began PE No.58126 Minsk USA Inc. FL Cert 6034 6604 Parke East Blvd. Tampa FL 33610 Date: March 24,2020 ® WARNING - Uedry detfgn panmelert and READ NOTES ON WIS AND INCLUDED MIMK RUERENCE PAGE MIA7473 rev. 1"JIGOI S REFORE USE. Daslgn valitl for use only w1N Mmek� rdnnedan. TLIe design is based oNy upon paramelem shown, eM b bran NdlNdual building mmponem, cat ��**ee ebuassystem. Boxing rUmapplimbairyor antler Mod IndicatedIs sto prevent bwiding design. Badng lndiwlad labprevent budtling oflMmdual Waswab endlprchoN membemonp. AtlNganM temporary end permanonlbmdny -1Y� M!Tek' always reyu4 car silvan and W calls i 9 Ma pmpedydamaga. FmganeWh steal fabdcsttb Nedra s, seats t . dra of s and tressd., We 119 Ad Sfe',en,alorage, tlaiWery,eremTre.ction aW bretlnperW. 218 N. Lee Suma.Suit.1 Aia.VA 114. 4NhAa, DSo-0g Ad SCSI augding Component Sefoyfnformedon avelleNefmm Tmw Pla[a lncgWe, 210 N.Lee Sireel, SUlte 3f2. Alarantlru, VA22514. e9Ws. I,L WI9lvd. T� � Mfg Job Truss Truss Type Pty THE ROYALE ' T79781795 m11324 JB MONO TRUSS �Qty 2 1 Job Referenra o tlonal ,.riamsers Imss, Inc., ran rleice, rc a.13UsMar112Ul8MiTexlndusMOS.lnc. Tue Mar2412:54:362020 3" = 4 Scale = 1:125 LOADING (psf) SPACING- 2-041 CS1. DEFL. in Qoc) Well Ud PLATES GRIP TOLL 20.0 Plate Grp DOL 1.25 TC 0.38 Ved(LL) 0.10 4-7 >645 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.07 4.7 >898 240 BCLL 0.0 ' Rep Stress Ina YES WE 0.00 Hord(CT) -0.00 3 Na n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 19111 FT=0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 3=127/Mechanical,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 Grev 3=127(LC 15), 2=269(LC 1).4=90(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc pudins. BOT CHORD Rigid calling directly applied or 5-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; 8=45ft; L=50ft; eave=6ft; Cat. II; Exto C; Encl., GCpt=0.18; MWFRS (directional) and C-C Comer(3) zone;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) - This buss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 109 lb uplift at Joint 3, 206111 uplift at joint 2 and 6111 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 6634 6904 Parka East Slyd. Tampa FL 33910 Dato: March 24,2020 ®WARNING- VeNrydeclgn panmet.1s.ed READ NOTES ON TNISANDINOLUDEO ARTENREFERENCEPAGEdnp7473 r . 10'03R0158EFORE USE. Design vapd Ire use only e7M MITek®mm,etlon. This design N based only upon pammelen shaven, and le for an hcMdual binicirg cumponeid, not a tmv system Board use, Me buXM design0r must vandy tin applicability of design pandeeine, and pmpaly Inconsonance Mb design into Noonsaff buldingdesign. Bradng lndi=tMistepmventb HMofiMi ualbus bar mOb membamody. Addslonaltemporaryandpemianentbrocing WOWS aw een reMi ed far stabi and to prevent collapse WM possWle caressed injury and Import, damage. For second gv,son Mooning die fabdcaton. aaraga.deliveryry,� erection and leading of Mnses and Miss systems,see ANSUTPR Qualifycmena, DSB 9 and BCS1 Bending component Safay/nroama0on available from Tmsa Plate Ins6tute.21B N. Lee Street, sudta 312, Adesandda, VA2231C 6904 Pence East BNd. Temps. FL 3s610 Job Truss Truss Type Oty, Ply THE ROYALS T197B7796 m11324 Jc MONO TRUSS 2 7 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MRek Industries, Inc. Tue Mar 24 12:54:372020 Page 1 ID:_IGGCA6bzTj2Sy1HDXFw7ye3KK-7USH6Afape9F7 Dwrk7MIeVGNnJvOGNbNWSmXNz)gGW i-0-0 1-0-0 1-01-14 I Scale a 1.62 3x4 = LOADING (psf) SPACING- 2-" CST. DEFL. in (too) I/deg Ud 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 Ina YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Coale FBC20177TPI2014 Matrix -MP Weight 5111 FT=0% LUMBER- BRACING - TOP CHORD 2x4 Be No.3 TOP CHORD Structural wood sheathing directly applied or 1-1-4oc purling. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid calling directly applied or 10-M oc bracing. REACTIONS. Qblsize) 3=11/Mechanical,2=119/0-8-0,4=4/MechanimI Max Hom 2=50(LC 10) Max Uplift 3=-6(LC 7), 2=138(LC 10) Max Gmv 3=14(LC 15), 2=119(LC 1), 4=14(LC 10) FORCES. (III) - Max. CompJMax. Ten. -All forces 250 Qb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psg BCDL=3.Opsf; h=12ft; 13=45ft; L=5011; cave=6ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Fxtedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 38-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for buss to truss Connections. 5) Provide mechanical connection (by others) of truss to beading plate Capable of withstanding 61b uplift at joint 3 and 1381b 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. aftegan PE No.58128 hilTek USA. Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33010 Date: March 24,2020 ®WARMING-V hYdae11n1rametersend READ NOTES ON MIS ANDINCLUDEDMITEMREFERENCEPAOEMI47073rev. 1010MOIa BEFORE USE. Design valid W use only alth MReks connectors. True design Is based onyupon parameters shown, aid Is fix an Individual bu110ing component not �[e3 a truss system.Been- use, the building dasignel swVt rgytlroappglab0iy oldesign pammelereaid propedy hoom le Mdesgn Into the overall buildingdesign. BrarJng indicated la to provembuck8n9mlMMdual waaweb andbr chod members ani, AddllloiW temporary and permanent brachig MiTek' Is always regubed for crsbWry aM to prevent coaapse wiM possible partanel Npuy eM ViapeMdama9e. Forgeipml gudanm regauling tlrs fdWlCd6dn, dompe, dagvary, erectbn and bradng Or Wcse9 aid hose ryetema. cee ANSUTP/fOu&14Cdfeda,WM9and SCSIBuliding Component social Parke East Blvd. Sern,lnlamaaon availablehem Trues Platel.UU.,218N.Lae Sb LSuite312.Alewndda VA22314. Tampa, FL 36610 Job Truss Truss Type City Ply THE ROYALS • T79781797 m11324 YJ5 MONO TRUSS t 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 = 2.83 12 8.130 a Mar 112018 MITek Industries. Inc. Tue Mar 24 12:54:38 2020 Sole-1:15.7 LOADING (psQ SPACING- 2-" Cat. DEFL in (too) Vdeg Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.09 4-7 >923 360 MT20 244/190 TCDL 7.0 Lumbar DOL 1.25 BC 0.26 Vert(CT) -0.15 4-7 >563 240 BCLL 0.0 Rep Stress lncr NO WB 0.00 Hoa(CT) 0.00 2 n/a n1a BCDL 10.0 Code FBC2017trP12014 Matrix -MP Weight. 23 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or Ill oc pudins. SOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 3=194/Mechanlcal, 2=233/0-11-5, 4=94/Mechanical Max Holz 2=109(LC 8) Max Uplift 3=174(LC 8), 2=191(LC 8) Max Gray 3=198(LC 13), 2=233(LC 1), 4=133(LC 3) FORCES. (Its) -Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst,, BCDL=3.Opsf; h=12ft; B=15ft; 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 psf bottom chord live load noncencument 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-M 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 to 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 t Roof Live (balanced): Lumber Increase=1.25. Plate Increase=1.25 Uniform Loads (pIQ Vert 1-2=54 Trapezoidal Loads (pIQ Vert: 2=0(F=27, B=27)-to-3=-95(F=-20, B=.20), 5=0(F=10, B=10)-to-4=35(F=-8, 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.58128 Mi rok USA, Inc. FL Cad 6634 8904 Parka East Blvd. Tampa FL 31010 Date: March 24,2020 ®WARNING READ NOTES ON MIS AND INCLUDED MiTEx REFERENCE PAGE MX7473 rev. IDV3*015 BEFORE USE Design vagd for y uee orw9i MTeM convectors. Tibia deep Is based wrshowryl any upen pmneteshown, aIs Toren Individual be Wing omp nern. net ss a busystem. Before use, the building deslgnermuslverfy the apptioblliy of design commission and properly Incorporate lhb design into the overall building design. Grading Wdicetod is to prevent buckring of Individual muss temporary web andlor short members only. Adchome and permanent trading MiTek' Is always ref,uirsd for stabAlry and M prevent ollepee win possible personal mtum and pmpeM damage. For general guldance regarding the fabdogon. storage. delivery. eredbn and avoiding of basso and buss systems. ate ANSMII gangly Wants, Ddi d9 and BCV Ballding Component 6904 Parke East Blvd. SAferylnfavreaVon a aWoham Tn PUtelw Mo,216N.Lo Sheet Suite312.AIecandrla.VA22314. Tampa.M 36610 Job Truss Truss Type Oly Ply THEROVALE T19781798 all 1324 KJ8 MONOTRUSS 2 1 Job Reference o llonal Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 2412:64:39 2020 3x4 = 3x4 = 5 7-2-7 3-10-5 0-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lot) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.08 6-9 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.10 6-9 >999 240 BCLL 0.0 a Rep Stress Ina NO WB 0.35 H02(CT) 0.01 5 ran Na BCDL 10.0 Code FBC20177TPI2014 Matdx-MS Weight: 441b FT=0% LUMBER. BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 on puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid telling directly applied or 9-10-15 on bracing. WEBS 2x4 SP No.3 REACTIONS. fill/size) 4=90/1slechanical, 2=465/0-11-5, 5=409/Mechanical Max Hom 2=178(LC 8) Max Uplift 4=-91(LC 8), 2=332(LC 8). 5=.223(LC 8) FORCES. fib) -Max. Comp./Max. Ten. -All forces 250 fib) or less except when shown. TOP CHORD 2-3=-875/541 BOT CHORD 2-6=535/842, 5-6=-535/842 WEBS 3-6=1/287,3-5=923/587 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B-05ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate gdp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0-0 wide will tit 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 91 Ill uplift at Joint 4, 332 lb uplift at Joint 2 and 223 Ill uplift at Joint 5. 6) Hanger(s) or other Connection devloe(s) shall be provided sufficient to support concentrated load(s) 381b down and 61 Ill up at 2-11-0, 38 It, down and 61 Ill up at 2.11-0. 81b down and 1061b up at 5-8-15, 81b down and 1061b up at 5-8-15, and 421b down and 1451b up at 8-6-14, and 4216 down and 1451b up at 8.6-14 on top chord, and 31 Ib up at 2-11-0, 31 lb up at 2-11-0. 11 Its This item has been down and 31 lb up at 5.8-15, 11 lb down and 31 Ill up at 5-8-15, and 31 Ill down and 141b up at 8-6-14, and 31 lb down and 14lb up at 8-6-14 on bottom Chord. The design/selection of such connection device(s) is the responsibility of others. electronically Signed and 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Sealed by ORegan, Philip, PE LOAD CASE(S) Standard using a Digital Signature. 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Printed copies of this Uniform Loads (plf) document are not considered Vert: 1.4=Zll, 5-7=-20 signed and sealed and the Concentrated Loads (lb) signature must be verified Vert 10=80(F=40, B=40) ll=.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, On any electronic copies. 13=25) Philip J. D'Regan PE No.58126 MiTek USA, Inc. FL Cod 6434 6904 Parke East Blvd. Tampa FL 33610 Data: March 24,2020 ®WARNING -Vmfy desl9n paramebra and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE MII445 rev. IW312015 BEFORE USE. Design valid for use only with MiTekaw.a=.. This design Is based only upon parameters shove, and Is for an Individual building wmpwem.not a areas sysbm. Before use, the building designer must votary Me applicabliy of design parameleas antl property Iloor sa a MIs dealt Into Me overall buiidingdaegn. Bmcingindiwt labpreventbuWng&IWMd"Wssvreban&orshoMmemb mmly. Addiflalmltemporary anal peimamentbracing MiTek' Is aAvays required far stability and to prevenlwllapse MM possible personal Injury and pmpedydareage. For general guldens, regarding Me Consider. storage, delivery. erection and bracing of trusses and Muss systems, see MSM11 Dually CNledd,DSB-89 and BCS1 Bending Component 6904 Parke East Blvd. Safely lnforma ten available Mom Truss Plate Institute. 218 N. Lee Street Suite 312, Atexandrla, VA U314. Tampa, FL 3610 Job Truss Truss Type City Ply THE ROYALE • T19781799 ml 1324 KJA MONO TRUSS 2 1 Job Reference (optional) Chamber: Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Ina Tue Mar 2412:54:39 2020 Page 1 ID_kfiGCA6bxTjj2Sy1 HDXFw7ye3KX-xsa2XsggKGPzNHN Iz89gN31bbNbzyUAsugqxicGzXjG1J 1-2.9 8-0-0 12s 6-04 Seats=1:13.6 3x4 = 6-0-4 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (too) Well LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 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 FBC2017/TPI2014 Matdx-MP Weight: 201b FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=142/Mechanical, 2=181/0-9-it, 4=69/Mechanical Max Horz 2=97(LC 8) Max Uplift 3=-129(LC 8), 2=150(LC 8) Max Grav 3=145(LC 13), 2=181(LC 1), 4=104(LC 3) FORCES. fill -Max. Comp./Max. Ten. -All forces 250 full or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-secend gust) Vasd=128mph; TCDL=4.2psf BCDL=3.Opsf; h=12ft; B-051t; L=50ft; eave=61t; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grtp 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 20.0psf 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 129 Ib uplift at joint 3 and 150 Ib 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 (S). LOAD CASE(S) Standard 1) Dead Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plt) Vert: 1-2=-54 Trapezoidal Loads (plf) This Item has been Vert: 2=0(F=27, B=27)-to-3=-81(F=-14, B=-14), 5=0(F=10, B=10)-to-4=-30(F=-5, B=5) 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 Nc.66126 Ill USA, Inc. FL Car 6634 6904 Parke East Blvd. Tampa FL 33810 Date: March 24,2020 ® WARNING -Vedy desfgn parwrsNIrs and READ NOTES ON MIS AND INCLUDED MDEK REFERENCE PAGEMII.7473 rev. 101OV2015 BEFORE USE. Deal, valld for use only Cohn MiTek®can nectors. This design If based only seen parameters shown, aM Is for an Individual building componen , not u a truss system. Before use, Me building designer must nniy the applicabiiiy of design parameters and popery lnooryanto Nis design Into Me ovmall building design. Bracing indicated is 0 prevent buckling of lndMdual Wss web ands chord members only. Add sal ltemporary and Permanent bracing MiTek' is all required far Stability and to precept collapse War possible personal Injury and property damage. For general guidance regarding 0e faM CdGaa, sMRge. de lVery. erKHOa and braQag of Waseca aed hu8a 6yalams. 50e Alifil fQuMlry Celli Dal and SCSI Burld/ng Component 6904 Parka East Blvd. Sebyrnlmma0on available Wm Tmsa Plate InstitWa, 218 N. Lea SbeeL Suite 312, Alexandria. VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Phy THE ROYALS • T19781800 m11324 KJB MONO TRUSS 2 1 Job Reference o Donal GnamDers l ruse, Inc., FOn Plante, FL 3x4 = 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54.40 2020 9c 1. = 1e117 LOADING (psf) SPACING- 2-M CS1. DEFL. in (too) War Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.11 Ved(LL) -0.02 4-7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 125 BC 0.10 Val(CT) -0.03 4-7 >999 240 BCLL 0.0 ' Rep Stress Ina NO WB 0.00 HOrz(CT) 0.00 2 Na Na BCDL 10.0 Cade FBC2017/TP12014 Matrix -MP Weight 17111 FT=0 LUMBER. BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or4-11-9 oc pudins. BOT CHORD 2x4 SP M 3D BOT CHORD Rigid ceiling directly applied or 10-M oC bracing. REACTIONS. ilbleze) 3=95/Mechanical, 2=148/0-9-11, 4=46/MechanimI Max Hoe 2=75(LC 8) Max Uplift 3=-84(LC 8), 2=136(LC 8) Max Onav 3=95(LC 1), 2=148(LC 1), 4=77(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsh h=12ft; B-05ft; L=5011; eavii 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 psi bottom chord live load nonconcurrenl with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 0t 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 84 lb uplift at joint 3 and 136111 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 + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Veit 1-2=-54 Trapezoidal Loads (plf) Vert 2=0(F=27, 0=27}10-3=67(F=7, 13=7), 5=0(F=1Q B=10)-to41=25(F=2, B=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. PhBipJ.ORegag PE No.S812S MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Data March 24,2020 ®WARNING- VerNydeslgnpuramefers and READ NOTES ON IRIS AND INCLUDED MREKREFERENCE PAGE MII-7413 rev. 1410M015 BEFORE USE Design valkl foruse only wiN NuMeWD musicians. The deep In based any upon parameters show,, and! Is far an Individual bulding mmponen,not HT 21 etrusssyetem. Before use, the Losing daelgnernmslveb Me eppliwblliyofdoalgn parameters and pmpeM Nsoryvalo this design into me overall Wlldingdesign. Bracing indicated isAprevent buchtingoffainkl al was webandforchadmembersCar. Addilnonallemporaryandpennan roaring MiTek' Is aways weaned far embilly and to prevent collepcacalm possible personal Injury and properry damage. Foreenerelgulde mine,ardingma fabrication.Manage, desnacking and bredng arm. and Wasn'tams, ae0 ANSUTPN ouany Cri DSB49 and BC5l BulldinB Component 6904 Parke Fast Blvd. Serelylnreressill owners la Wm Tmss Plate Imnlum, 218 N. Lee Street, Sale 312, AlaTandnes, VA 22314. Tampa, FL 36610 Job Truss Truss Type Gty Ply THE ROYALS • T79781807 all MV2 VALLEY 1 1 ' Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018liki Industries, Inc. Tue Mar 2412:54:41 ZUW Pagel 10:_knGCA6bx7j2Sy1HDXFw7ye3"-uFioyXl4stfhcbXh4ZBITUg ROhoy4MB18C hBzXjGS 2-0-0 2-0-0 4.00 12 3x4 Scale =1:6.1 LOADING (psi) SPACING- 2-M CSI. DEFL in (too) VdeO Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) Na - We 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) Na - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a Na BCDL 10.0 Code FBC2017ITPI2014 Matill Weight: 5lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc implies. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=41/2-0-0,2=3012-0-0.3=11/2-0-0 Max Ho¢ 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. (Ib)-Max.Comp./Max. Ten. -All forces 250(I1b) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDi BCDL=3.Opsf; Ill B=45ft; L=50ft; eave=6ft; Cal. II; Este C; Encl., GCpl=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) Gable requires confinuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-04) wide will fit between the bottom chord and any other members. 5) Bearing at joints) 2 Considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 20 He uplift at joint 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 MiTek USA, Inc. FL Can 6634 60M Parke East Blvd. Tampa FL 33010 Date: March 24,2020 ®WARNING -Vwly desl9n parameters and READ NOTES ON THIS AND INCLUDED MITEACREFERENCE PAGE Ml14473 rev. r0/03/2015 BEFORE USE. Design valid for use only Win MRed0connectors. man design is based omly upon roam mshown,and Is foranindNldual building acmponent.nod a buss system. Before use, to building designer must witty Me applicability of design parameters and propety In carporatodus design Into the overall buildingdesign. Br gNdicatedlstopreventbucMingoflMNiduMl ss¢ ben&orG Mmembomonly. Addidoneltempormyandperrianentbreaing MiTek' Is atways required for Culinary and to preventoollapse with Possible personal ln)ury and property damage. FOfgareralgaidamemgaMagtho attention,storage, delNery emanation and bracing ofausses and truss systems, we ANSIRPIf Quality Canada, DS689 and SCSI Building Component 69M Parke Fast Blvd, Safety Information Made Is hom Truss Plate Institute, 218 N. Lea Street, Suite 312, Rexantltle, VA 22314. Tampa, FL 36610 Job Truss Truss Type Ply m11324 MV4 VALLEY �Oly 7 1b FEROYALET79781802 Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 8.130 a Mar 112018 MiTek Industries. Inc. Tue Mar 24 12:54:412020 Page 1 ID:_kf,GCA6bxTj2Syl HD%Fw7ye3M-uFioyXi4sdhcb)(h4ZBITUgvHOfUy4MBIBQ h8zXjGS Scale =1..S.4 LOADING (psf) SPACING- 2-M CSI. DEFL. in (too) Vdeg Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Ved(LL) da - We 999 MT20 2441190 TCOL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) da - da 999 BCLL 0.0 Rep Stress Ina YES WE 0.00 Horz(CT) 0.00 da da BCOL 10.0 Code FBC2017rrPI2014 Matrix-P Weight: 12 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. Qbfsize) 1=10914-M.3=10914-M Max Horz 1=56(LC 10) Max Uplift 1=.64(LC 10), 3=72(LC 10) Max Gmv 1=112(LC 15), 3=117(LC 15) ' FORCES. (lb) - Max. Comp fMax. Ten. - Al forces 250 (Ib) or less except when shown Structural wood sheathing directly applied or 4-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-" oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.OpsY, h=12ft; B-0511; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(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 nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 541b uplift at joint 1 and 72 lb 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. ORegan PE No.58128 hliTok USA, Inc. FL Cod 8834 9904 Parka East Blvd. Tampa FL 33610 Data: March 24,2020 ®WARNING-vo ydesign pardonamrs and READ NOTES ON TNISANDINCLUDED"MICREFERENCEPAGEUIF74T3 rev. le/=015 BEFORE USE. DesignveLd Musewlyw&MITeMmmed .Tdsdesignf9basedmlyvmnpare mshmvn,aMlaroman WdMdualbuMingmmpanentmt e suss system.Build use, Ine building designer must verify rM apsIcabillty of design parameters eM propeM lmmrwrate Nis design Into on overall buildingdeaign. among Indicated is to prevamb.an, oflndividual lmss web andlor Mod membem only. Addldonatornordryandpermanentbredng MOW always repulred for stao lily and to prevent collapse with possible msmal Injury and D up dy damage. For general gudance regading Me feGo,cidn,eW.g., connery, erection and bracing of trusses and truss systems, see ANShMolf Quality Critems, DSBA9 and SCSI Building Component Saktylnfomradon available horn Truss Plate Include. 218 N. Lee Strout, Suite 312,Alocandrle, VA22314. 6904 Parke East Blvd. Tampa, R 36610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION -►, Ill � " Center plate on joint unless x, y r�{--H? offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths I I (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. IILF,I`f�f-1J{�`�\J�( Apply plates to both sides Of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal orX-bracing, is always required. See BCSI. ifi r c14 c2a 2. Truss bracing must be designed by an engineer. For WEBS 4 wide buss spacing, individual lateral braces themselves may bracing, Tor I O y, h p }q _ ° 3 p O require or alternative bracing should be considered. 3. Never exceed the design loading shown and never inadequately braced trusses. d.ia° U stack materials on 0. 4. Provide copies of this truss design to the building cra r�1 css F For 4 x 2 orientation, locate designer, erection supervisor, properly owner and BOTTOM CHORDS plates 0- t,e" from outside all other interested parms. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol Indicates the JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE joint and embed fully. Knots and wane aljoint required direction Of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSlrrPI 1. connector plates. THE LEFT. 7. Design assumes mosses will be suitably protected from ' Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSUTPI 1. software or upon request. NUMBERSILETTERS. 8. Unleshall texceede noted, moisture content of lumber n shall not exceed 19 % at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for [CC -ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate - 10. Camber Is a nonstructural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of buss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 wmberfor dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. in all respects, equal to or better than at , m specified. 13. Top chords must be sheathed or pudins provided at output. Use T or I bracing spacing indicated on design. Y if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values ib. Bottom chords require lateral bracing at d. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. $ 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards: M project engineer before use. ANSUTPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. ® is not sufficient. BCSI: Building Component Safety Information, MiTek 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSIlTPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 10103/2015