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RE: m1,1324 MiTek USA, Inc. THE ROYALE 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: WYNNE BUILDING CORPORATION Project Name: ml1324 Lot/Block: Model: ROYALE Address: UNKNOWN Subdivision: FILE COPY City: ST LUCIE State: FL General Truss Engineering Criteria tx Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 27 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T19781776 a 4/2/2020 21 T19781796 jc 4/2/2020 2 T19781777 a1 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 T1978178bh7 4/2/2020 COPY 9 T19781784 gra 4/2/2020 10 T19781785 grb 4/2/2020 L 11 T19781786 grc 4/2/2020 13 T19781788 j2 4/2/2020 REVIEWED FOR 14 T19781789 j3 4/2/2020 BODE COMPLIANCE T19781790 j4 4/2/2020 16 T19781791 j5 4/2/2020 ST. L,UCIE COUNTY 17 T19781792 j6 4/2/2020 I�o4C 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, Inc under my direct supervision based on the parameters provided by Chambers Truss. ���`�L�Q d •• �'RrccG, i�� Truss Design Engineer's Name: ORegan, Philip :��Q� .��(•, E N S�. 9,/, i�� My license renewal date for the state of Florida is February 28, 2021. Florida COA: 6634 No 58126 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 O:• STATE 0 F .:44/ given to MiTek. Any project specific Information Included is for MiTek A' customers file reference purpose only, and was not taken Into account In the preparation of 1�T� ••. 4 0 R t ID..-" �% these designs. MiTek has not independently verified the applicability of the design ei is........ shouldeters verior h applicabilitys for any of design parametersarticular iland roBefore incor the oratte these designsdesigner �fi�1111111110110 N fY PP ty 9 P P P Y P into the overall building design per ANSI/TPI 1, Chapter 2. Philip J. O'lle9an PE No.58126 MRek USA, Inc. n Can 6634 6984 Parke fast Blvd. Tampa Fl. 33610 April 02, 2020 n.,.- 1 of 1 ORegan, Philip Job Truss Truss Type Oty Ply THE ROVALE ' T1978177fi m11324 A COMMON 10 1 Job Reference (optional) Chambers Truss, Inc, Fad Pierce, FL A= 12 4,05 = 6 8.130 a Mar 112018 MTek Industries. Inc. Tue Mar2412:54:17 2020 Scale =1:59.3 17 '. 15 -' 14 12 4x5 = 2.3 It 5x6 WB = 3x8 = 2.3 It 45 = 3x8 = 5x6 WB = 1. 84-0 4-7-0 9.2-0 4.7.0 9-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (Ioc) NdeB Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(L-) 0.33 14-15 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vad(OT) -0.6414-15 >652 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.63 Horz(CT) 0.13 10 n/a ni BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 1691b FT=0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 20 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1399/0-8-0, 10=1399104-0 Max Hom 2=-223(LC8) Man uplift 2=775(1-0 10).10=775(!.0 10) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc purling. BOTCHORD Rigid calling directly applied or 4-10-7 oc bracing. FORCES. (lb) - Max. CompJMax. Ten. -AII forces 250 fib) or leas except when shown. TOP CHORD 2J=340412226, 3-5=2807/1885, 548=2801/1990, 6.7=2801/1990, 7-9=-2807/1885, 9-10=3404/2226 BOT CHORD 2.17=1946f3218, 15-17=1946/3218, 14-15=.1116f2053, 12-14=-1946f3188, 10-12=.194613188 WEBS 6-14=598f1034, 7.14=252/246, 9-14=7021541, 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=4.2psY BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 3-9-10, Inledor(1) 3-9-10 to 12-8.6. Extedor(2)12-8-6 to 17-6-0, Intedor(1) 22-1.0 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) 101 AC unit load placed on the top chord, 17-M from left end, supported at two points, 5-M Spend. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconctmenl with any other live loads. 5)' This buss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 343-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 6) Provide mechanical Connection (by others) of truss to bearing plate capable of wfthstanding 775 lb uplift atjoint 2 and 7751b uplift at joint 10. This item has been electronica)ly 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 Can 6834 Miss Parke East Blvd. Tampa FL 33810 Data: March 24,2020 ®WARNING. Verlyy deslgnpanmehrs and READ NOTES ON MIS AND INCLUDED Mn'EK REFERENCE PAGE MI47473 rev, fam"015 BEFORE USE. Design valid for use only Mm MTek®G9eadora. This design Is based ordy upon pammelere eM1own, and is for an individual b ant, Component not m� a buss system. Before use, me bulking designer must verify Neappliwblliry of design paametere end properly incommalg cola design into Da oveall bulldingdesign. Bmdnglndlcarodlsbpaventbu rk atlndMdualvuv bm&or Ch memb mmiy. Addiaanallempoaryandpamanembracing MOW is ai vays required for Stability and to prevent collapse web possible Personal injury and property damage. Forgenerai guldanm reganding the fabdwtan, stodge, tlalNeryry ereNan and bradng o/trusses and Wse cyeteme, sea ANSVTPH Quality G/leda, D58.89 and BCSI Berateg Component Sees, Warrulion tram Tens plate Wbauves,218 N. Lee Sbeei Suite 312, Alexandria VA 22314. 6904 Parke East Blvd. avelaEle Tampa,FL Stale Job Truss Truss Type illy Ply THE ROYALE T19781777 m11324 At SPECIAL 9 7 Job Reference (optional) Chambers Truss. Inc., Fort Pie", FL 4.00 12 Sea MT78HS = 8.130 s Mar 112018 MiTek Industries, Inc Tue Mar2412:54:18 2020 Scale=1:60.3 14 13 3x5 = 2a3 II 5.12 = 3x12 = 2.00 12 Plate Ofrsets(XY)— [2:0-1-2Edge] [8:0J-0,Edge] [70:0-1-15,Edge1 LOADING (psQ SPACING- 2-0-0 CSI. DEFL in (too) Ndeff Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Ved(LL) 0.80 12 >526 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Ved(CT) -1.3912-13 >302 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Ina YES WB 0.62 Horz(CT) 0.37 10 rds role BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Weight: 15916 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*Except* WEBS 6-12:2x4 SP 11130 OTHERS 2x4 SP No.3 REACTIONS. (Olsize) 2=1349/0-8-0, 10=1349/0-8-0 Max Hoe 2=223(LC 8) Max Uplift 2=825(LC 10), 10=-825(LC 10) FORCES. (Ib) -Max. Cool Ten. - Al forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3309/2433, 3-5=258112012, 5-6=-2S48/2113, 6-7=-533714002, 7-9=-5302/3868, 9-10=-5702/4143 BOT 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=-0051352 Structural wood sheathing directly applied. Rigid ceiling directly applied. 1 Row at midst 6-12 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.Opst h=12R; B=45ft; L=508; eave=6ft; Cat It; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterier(2)-1-M to 3-9.10, Interor(1) 3-9-10 to 12-8-6, Extedor(2)12-8-6 to 17-8-0, Interior(1) 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 psf bottom chord live load noncencument with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-04 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 6) Bearing at joint(s) 10 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825 lb uplift atjoint 2 and 825111 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.01higan PE No.58126 MTalt USA, Inc. FL Cad 6034 6904 Parke East Blvd. Tampa FL 3361D Data: March 24,2020 ® WARNING -Valy design peramerers and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. RX1,2015 BEFORE USE. ses— Design valid M use only Whin MRek® Wanderers. This design Is based day upon paremakrs ahmm, and Is fa an IMNidual bulling Wmponant, net Nat a trustrystem.Butoreuse, the beflong designer must wetly me applicability of design parameters and prepaM lmeramee ads design Into Pe overall bull4ingnosgn. Bidding indlwted is to prevent bup19ng ofindMdual muss web dealer moN members only. Addilioreltempereryandpermanenlbraerg MiTek* Is at,ap required let alebllly and to prevent Wllapse with possible pommel Injury and property damage. For general guidance regarding Um fabdWUon.storage,dellveryryere onaMbrapingef Wssesandmusssystems,We ANSMil Ouelly Cd#Me,DS"9andOCSIBullding Component Saky In/orm um mom Truss Plate Institute, 218 N. Stied, Suite 312, Aommdra, VA U3l4. 6904 Parke Fast Blvd. evageble as Tampa, FL 36610 Job Truss Truss Type Oty Ply THE ROYALE n9781T78 m11324 A2 SPECIAL 7 7 Job Reference (optional) .,.,...,a=,u.una. car ,uw mc.=.,.....-.., ....,.. oeo. 10_kfiGCA6bx7j2Syl HDXFw7ye3KX-XONULORH26uozDrSoyOBZd3)XxjoyGyEjSgv0zXjGo �1-0-0, 84Y1 11777 3-]$ i6-0-0 19-0-0 23-V 2 Me 35L-0 38-0-q W B$-t 1 17 7 1 2r$ Sou 1 4-11-12 1 2.9-13 1 8-2a uu 4.00 12 64 = AM = Scale =1:6P.3 3x5 = 2x3 II 5x6 — 3x12 = 2.00 1z 8.0-1 117 8 19-0-0 22:__12 2 B`B 8-0-1 1 5-7--7 S-0-B 1 4-11-12 1 1L10 Plate Ofrsets(XY)— [2:0-1-2Edae],[4:0-2-120-3-0][4:0-0-00-1-12] [8:0-3-0Edge]I8:0-0-00-1-121 [9:0-3-20-0-0][10:0-1-15.Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (loc) gdeg L7d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.75 12 >559 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -1.0212-21 >412 240 MT18HS 244/190 BCLL 0.0 Rep Stress lncr YES WB 0.75 Horz(CT) 0.37 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MS Weight: 1601Is FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-8 cc purilns. BOTCHORD Rigid ceiling directly applied or 2-2-0 cc bracing. WEBS 1 Row at midpt 7.13 REACTIONS. (Ib/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- CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2J=3315/2113, 3-5=2515/1641, 5-6=2524/1699, 6-7=-2672/1734, 7.9=5246/3199, 9-10=5687/3567 BOT CHORD 2-15=1849/3111, 14-15=-1849/3111, 13-14=.1217/2314, 12-13=-2804/5025, 10-12=-3257/5414 WEBS 3-15=01300,3-14=-954/692,5-13=-206/561,6-13=-357/632,7A3=2796/1678, 7-12=-1082/1957,9-12=-479/463 NOTES- 1) Unbalanced mof live (Dads 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=50it; eave=6ft; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-9-10, Intedor(i) 3-9-10 to 31-2-6, Exterior(2) 31-2-6 to 36-0-0 mne;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water podding. 4) All plates am MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load noncencunent with any other live loads. 6) ' This truss has been designed for a live load of 20.Ops/ on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom Chord and any other members. 7) Bearing atjoinl(s)10 Considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 8) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 825 It, uplift at joint 2 and 825 lb uplift at joint 10. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J.O'Rogan PE No.56126 Mr.), USA Inc. FL Cod 6134 69M Parka East Blvd. Tampa FL 33610 Data: March 24,2020 ®WARNING-VerUydesige parameters and READ NOTES ON MIS AND INCLUDED M/TEKREFERENCEPAGEMIA1473rev, tay03/1015 BEFORE USE. Design valid far use on"M MITek41 almectpn. This deep Is based only upon parameters shown, and Is bran 04yldual bulldog wmpanere, not atossseason. Before use, Pe building designer must veiny me eppllcabliry of design parameters and popeM Incorporate amd design Into Na ow all buildingdeslgn. BroWglndlcaledblopreventbuWing MlndMdual Wssweba orOoNmembmmly. Additional temporary and permanent bracing MlTek- IsalwaysrequiredforstaidlyandtopreventcollapsecalmpossiblepersonalinjuryandMondayrumors. For general guldana regarding the Tasmanian. storage, coaleredon and bmdN of boards and Was systems, see ANSYTPI1 Quality Canada,DSB-69 and BCSI Building Component Seley Intomoeon ham Truss Plate Instilule, 218 N. Lee Sheet, Suite 312, A VA22314. 6904 Pella Fast Blvd. ave mmodda, Tampa, FL 36610 Job Truss Truss Type Oty Ply A3 SPECIAL 1 1b FEROYALET79787779 Reference (optional) Onambers Truss, Inc.. Fort Pierce, FL 8.130 s Mar 112018 MTek Industries, Inc. Tue Mar 2412-64:20 2020 Page 1 ID _kfiGCA6bx7j2Sy1 HDXFw7ye3KX-7CxsYMSvpOOfbNOfLfJN621EjxHyXPZSSNgNRVJQGn 1-0-0 841 1d-0-0 21-0-0 2i11-12 26-9-10 V21 6 -00 Bh1 5-11-15 7-0O 2-11-12 N' 4 &2.6 -0-0 Scale=1:61.3 5,6 = Ann 1 46 = 13 3x5 2x3 II 5x6 — 2.00 72 3x12 = sal L171 z1-0-0 I z3-11-12 35ao I aat 5.7a 7-0-8 ILA-12 11-0 Plate Offsets (X.Y)- f2:0-1-2.Edgel f8:0-1-15.Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL in Doc) Vde8 Ltd PLATES GRIP TCLL 20.0 Plate Grp DOL 1.25 TO 0.69 Vert(LL) 0.72 10 >582 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.9810-19 >427 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(CT) 0.35 8 Na We BCDL 10.0 Coda FBC2017rrP12014 Matdx-MS Weight: 158111 FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. Qb/she) 2=1349/0-8-0, 8=1349/"-0 Max Horz 2=181(LC 8) Max Uplift 2=825(LC 10), 8=-825(LC 10) BRACING - TOP CHORD Structural wood sheathing directly applied or2-5-0Be puffins. BOTCHORD Rigid ceiling directly applied or 2-2-0oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3286/2122, 34=2556/1711, 4-5=-3161/2095, 5E=3304/2150, 6-7=-5214/3232, 7-8=5695/3643 BOT CHORD 2-13=185313079, 12-13=-1853/3079, l l-12=1338/2410, 10-11=-2826/4982, 8-10=-3331/5422 WEBS 3-13=0/293,3-12=-854/595,4-11=-480/959,6A1=-360/724,6-11=-2280/1355, 6.10=1118/1934,7.10=-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=12tt; 8=458; L=5011; eave=6ft; Cal. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 3-9-10. Interior(1) 3-9-10 to 31-2-6. EMedor(2) 31-2-6 to 36-M 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 nonconcurrenl with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-641 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoinl(s) 8 considers parallel to grain value using ANSIfTPI 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 Ib uplift at joint 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.ORsgan PE No.58128 MTek USA Inc. FL Cart 6634 69M Parke East Blvd. Tampa FL 33610 Data: March 24,2020 ®WARNING - Vorlfy dosl9n param etem and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE Mll-7473 rev. 1010=013 BEFORE USE. Daslgn valid for use only seen MTek® wnnaMn. TNs design Is based only upon parameters shown, and Is bran indyldual bulking somponant nb ITS a buss system. Before use, Me building designer must venry Me applicability of dosign parameters and property lnwmmata ads design Into Me overall bulldingdeslgn.B.a,g dlcatedlstop..Mbucklingofindlvidual sswobandlmoaoMmembemoNy.Addkonaltemporaryandpa,manentbradng MOW Is always required for analog and to prevent collapse wait possible personal Injury and property damage. Forgenaralguldansaregamingne fandomon.etorage,darni ,Brectionand among ofbUaseaaOd tNssayatama.sea ANSVTP11 Duality Cr/faria,DSB-89 and Best Bulldfog Component 6904 Parse East Blvd. Safety lnfsmared n andbaEle from Truss Plate Messrs. 218 N. Lee Boost, Butte 312. Alexandria, VA=314. Tampa, FL 36310 Job Truss Tmss Type I Oy Ply THE ROYALS T79787780 m11324 A4 SPECIAL 1 7 Job Reference (optional) Chambers Truss, Inc., Fart Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 2412:54:22 2020 Page 1 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KK-xb2u2T9L1 GNggalT4Mr8TNaGkzcll(OwhJUWIzXjGI i1-0-0 G541 12. I— 17.8-0 23-PO 2j-11-1 2&&9 35-0-0 38-0-q 1.O A INS I S. 584 W12 611-12 2.9-123 8-2-7 -0-0 50 - 3x4 = 4.00 12 5a =24 II 6 7 Fi%cli[Slk! 14 13 3x4 3.6 = 3x4 = 5x6 = 2.00 12 302 = BA-2 13.7-8 17.6-0 2311-12 35�0.0 8-8-2 411-6 3-10a 64i-12 1 114-0 Plate Offsets (X Y)- [2:0-0-6 Edge] [6:0-4-00-2-3] [9:0-1-15 Edge] LOADING (psf) SPACING- 2-M CSI. DEFL In Qoc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Ved(LL) 0.73 11-12 >572 36D MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.9811-20 >429 240 MT1SHS 2441190 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(CT) 0.36 9 n/a rda BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 160 lb FT=0% LUMBER - TOP CHORD 2x4 SP M 30 BOTCHORD 2x4SPM30 WEBS 2x4 SIP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-6 oc pudins. BOTCHORD Rigid Gelling directly applied or 2-2-0oc bracing. REACTIONS. (Ib/size) 2=1349/0.8-0, 9=1349/0-8-0 Max Horz 2=157(LC 9) Max Uplift 2=-825(LC 10), 9=-825(LC 10) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-336712256, 34=3093/2069, 45=-2645/1853, 5-6=.3425/2347, 6-7=-5165/3301, 7-8=5219/3301, 8-9=5704/3714 BOTCHORD 2-14=2000/3170, 13-14=-1488/2537, 12-13=2065/3480, 11-12=2A4014196, 9-11=3399/5431 WEBS 3-14=429/415, 414=-323/5B4, 4-13=4421386, 5-13=41251697, 5-12=441/467. 6-12=8611437, 6-11=114512016, 8-11=5421518 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult-165mph (3-second gust) Vasd=128mph; TCDL=4.2psC BCDL-3.Opsf; hall 2R; B=4511; L=508; eave=lift Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0.0 to 3.9-10, Intedor(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 psf bottom chord live lead nonconctmenl 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 8l between the bottom chord and any other members. 7) Bearing atjoint(s) 9 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825 Ib uplift at joint 2 and 82516 uplift at joint 9. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified On any electronic copies. Philip J. ORegan PE No.58128 MiTek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33810 Date: March 24,2020 ® WARMING -Verse, design pammelels and REAO NOTES ON INISAND INCLUDED M/7ERREFERENCEPAGEND-7413mv. IMM015 BEFOREUSE Designvalid Museamyw Mrek®w ore .TNsdesign Wbased"uponpamme mslain.aMWIvan InWdual WeNngwmponeM,wt a mass system. Before use, the building designer must verify Ale eppllwbllly W design parameters and PmpeM Inamorata 9ds design Into me overall bulldingdesign. Bma glndiwtedlsWpmwntbucUNofiMlvWualWssw bandlorOh memb moNy. A!"onaltempamryandpennanentbaaing MiTek' Is ehvaye requved Walsall, and M prevent collapse vdM possible personal Injury and prepegY damage. ForgeneralguldanceregaNNg Me Fabdisun.storage,d.IWI. erecUo. and bred, of busses and Wu system, we ANSUTPH OuAly Cdlada, DSBa9 and BCGI BaOding Component 6904 Parke East Blvd. Sahbin7orma0on available from Truss Plate lessens. 216 N. Lee street suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oy Ply ROYALE T197B77B7 ml 1324 HIP 1 7 FE b Reference footlonall cnambere I was. Inc., Yon Ulerce, FL 8.130 a Mar 112018 MITek 5x8 = 2.3 II 2x3 II Ede = 4.00 12 4 23 24 5 25 28 8 27 28 7 Inc. Tue Mar 24 12:541:23 2020 Scale=1d3D.3 i 4x5 = 3x4 = 4.6 = 3x4 = 3A4 — 44 = 3x4 — 44 _ 21-0-0 25-0-0 35-0-0 N2 a-a-n ]-A-n San I in-n-n Plate Offsets(X,Y)— [2:0-1-14,Edpe),(4:0-5-0,0-2-81.(7:0-54,0-2-81.[9:0-1-14,Edge) LOADING (pat) SPACING- 2-0-0 CSI. DEFL in (loc) Videll Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(L-) 0.60 11-13 >424 360 MT20 244/190 TCDL 7.0 Lumber DOL 125 BC 0.71 Verl(CT) -0.78 13 >328 240 BCLL 0.0 ' Rep Stress Inv YES WB 0.31 Ho z(CT) 0.11 9 Na n/a BCDL 10.0 Cade FBC2017frPI2014 Matrix -MS Weight: 153 lb FT=0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. fib/size) 2=1118/0-8-0,14=379/0-8-0, 9=1201/0-" Max Horz 2=-133(LC 8) Max Uplift 2=-692(LC 10), 14=-219(LC 10), 9=-739(LC 10) Max Grav 2=1118(LC 1). 14=454(LC 19). 9=1206(LC 20) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 Be puffins. BOT CHORD Rigid ceiling directly applied or 4-6-3 oc bracing. FORCES. (Ib)-Mass. CompJMax.Ten.- Allforces 250(Ib) or less except when shown. TOP CHORD 2-3=2600/2341, 3-4=221511960, 4-5=2527/2290, 5-0=252712290, 6.7=252712290, 7-8=2531/2224, 8-9=2880/2572 BOT CHORD 2-16=2074/2444, 14-16=-15692065, 13-14=-1968/2527, 11-13=-1833/2382, 9-11=2290/2707 WEBS 3.16=495/599,4-16=-206/347,4-14=-541/820,5-14=-526/591, 6-13=.234/311, 7-13=1821282, 7-11=355/492, 8-11=4441551 NOTES- 1) Unbalanced mot live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=128; 13=4511; L=501t, eave=6fl; Cal II; Exp C; Encl., GCpi=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, Extedor(2)184-9 to 25-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 par bottom chord live load nonconcumenl 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 3-0-0 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 692Ib uplift at joint 2, 219 Ib uplift at joint 14 and 739Ib 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'Rogan PE No.58126 MITek USA, Ina. FL Cod 8034 69H Puke East Blvd. Tampa FL 33610 Date: March 24,2020 ®WARNING- vbit, desl9n pammecrs-dREADNOTES am MIS AND INCLUDED MNEKREFERENCE PAGE 911-7473ree IM34015 BEFORE USE. Deeignvi ld cruse.rdi MTeklico,mactnrs.lMs design is based o*.,n parameters shown, aM Is fix an IndMdual building componeM not a truss system. Beres use, Pe building designermuslve,4y the appiicablliy of design parameters and prGpedylncorporac this design Into the overall Indrdingdesign. Bracing Indicated is to prevent buckeng Mindyvldual truss web andrordmk members only. Additional cmporary and pomunentbaalng MiTek' Is always required forsteblliy and to prewar collapse with possible personal Injury and pmpeaydamage. ForganaalguldancoregmEingthe fabrication, storzgs, degvery, nection and bacng ofousses and then systems, see ANWPIrOualiy Whirls, DSBA9 and SCSI Building Componenl aside Forest East Blvd. Seley/ndenno. en evaaede front Truss Plate kuhtula,218 N. Lee Sheet Suite 312. Alexandria, VA 22314. Temps, FL 3661D dob Truss Truss Type Oty Ply THE ROYALE T197B77B2 m11324 B COMMON 3 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 06 = t226 3x4 = 8.130 a Mar 11 Tins Mar 2412:54:24 2020 Scale: 1it'=1. 3x4 Plate Offsets (X.Y)— [2:0-2-10 Edge). (4:0-2.10 Edge) LOADING (par) SPACING- 2.0-0 Cat. DEFL in Ooc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Ven(LL) 0.10 5-8 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) .0.13 5-8 >999 240 BCLL 0.0 Rep Stress lncr YES WB 0.12 Horz(CT) 0.01 4 n/a n1a BCDL 10.0 Corte FBC2017/TP12014 .Matrix -MS Weight: 471b FT=0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/sine) 4=510/0-8-0, 2=568/D-B-0 Max HDIz 2=93(LC 9) Max Uplift 4=292(LC 10), 2=-377(LC 10) FORCES. (Ib) -Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=967/954, 34=966(952 BOT CHORD 2-5=785/883, 4-5=785/883 WEBS 3-5=-84/315 BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc posting. BOT CHORD Rigid calling directly applied or 7-7-1 oc bracing. NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=611; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) rone;C-C for members and forces 8 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 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 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical Connection (by others) of buss to bearing plate Capable of withstanding 292 lb uplift at joint 4 and 377lb 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.ORegan PE No.56126 MTak USA Inc. FL Con 6634 6904 Parka East Bhd. Tampa FL 33610 Data: March 24,2020 ® WARNING - VoWly design pammeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF74r3 mv. I070 V]015 BEFORE USE. Design validforuse only with Mirada, conneMrs.TA.design Is None only upon parameters at .and is (men IMNldual butding component rot e Wes system. Berore use, ilia buldblB designer must vent, the s,11cablity of de3lga pa2melBR and popery NCOIpMatB Nla deelgn me the oVB2A bulldingdeslgn. Bmdng 1WImtedlskpreventWWngofindNWu4Wsswbandlarchod members only. Mehlonatormaroyandpermanentbradog MiTek' is ahlays mulred for stability and W prevent wllapse wig, possible personal Injury end property damage. For general gukanw regarding the fabdwnen, etarage.debars. erockm and bradng of Me. and Was system.,... ANSUTPI1 QoelltyCdrede, DSD-99 end SCSI Bonding Component 6904 parka East Blvd. Stkty In iermseon avaliabie from Truss Plate Institute, 218 N. Lee Strand, Sulk 312, Aksandrlx, VA=314. Tempe. FL 36610 Job Truss Truss Type Ply THE ROYALS T79781783 m11324 BHT BOSTON HIP �Cfty 1 1 Job Reference (optiona0 Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:25 2020 Page 1 ID _k8GCA6bx7j2Syl HDXFw7ye3M-MAklb3W2dyeyh8lc8CvYp674vy5bCkwgcfY864z%jGi 15 0 21AU 1-00 T-0-0 98-0 11a-0 I3 1 -0 tTa-0 19$O 21A0 23-fi-0 25G-0 260d 3540 36-0-0 -0-0 T-0-0 2bL 240 241-0 140 2-0.0 2-0O 1i-0 2-0O 2-0-0 26-0 ]-00 -00 Scale =1:62A 3x5 = 4.00 12 5x6 = 12 16 35 -' 33 32 -' 30 Aso = 3x8 = 3x4 = 4X6 = i 14 H 21-0-0 I 2IV 8d0 35-0-0 3.6 = Plate Offsets (X ))— [2:0-1-2 Edgel t28:0-0-2 Edgel LOADING (pan SPACING- 2-0-0 CSI. DEFL in (fee) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.51 32-33 >826 360 MT20 2441190 TOOL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.67 32J3 >628 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.48 Hoa(CT) 0.14 28 n/a n/a BCDL 10.0 Code F13C2017/TPI2014 Matrix -MS Weight: 2081In FT=0 LUMBER - TOP CHORD 2X4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1349/0-8-0, 28=1349/D-8-0 Max Horz 2=223(LC8) Max Uplift 2=-825(LC 10). 28=-825(LC 10) BRACING- TOPCHORD Structural wood sheathing directly applied or 3."GO pudins. BOTCHORD Rigid calling directly applied or 4-6-1 oo bracing. JOINTS 1 Brace at Jt(s): 11, 18, 15, T. 23 TOP CHORD MUST BE BRACED BY END JACKS, ROOF DIAPHRAGM, OR PROPERLY CONNECTED PURLING AS SPECIFIED. FORCES. (lb) - Max. Comp./Max. Ten. -AII forces 250 (lb) or less except when shown. TOP CHORD 2J�3392J2640, 3-0=12131956, 4-8=11571946, 8-9=11451979, 9-12=1122J7028, 12-14=1125/1090, 14-16=1124/1089, 16-19=112111028, 19.22=1145/979, 22-26=-11571946, 26-27=1214/956, 27-28=3393/2641, 3-5=2373/2046, 5-7=237612050, 7-10=2376(2050, 10-11=-2376/2050, 11-13=.2376/2050, 13-15=-2376/2050, 15-17=-2376/2050, 17-18=-2376/2050, 18-20=-2368/2046, 20-23=-2368/2046, 23.25=.2368/2046, 25-27=-2364/2041 BOT CHORD 2-35=2358/3190, 33-35=-2360/3166, 32-33=-2652/3448, 30.32=-2361/3167, 28-30=2358/3191 WEBS 3-35--W284, 27-30=0/285, 3-03=-317/378, 18-03=-066/474, 27-02=-3121353, 14-16=d051437 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUIt=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B-1511; L=50ft; eave=6ft; CaL 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 10-8-9, Exterior(2)10-8-9 to 17-6-0, Interia(l) 24.3-7 to 31-2-6 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are 2x3 MT20 unless otherwise Indicated. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-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 825 lb uplift at Joint 2 and 8251b uplift at joint 28. 8) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. O'Regan PE N..58128 MiTek USA, Inc. FL Cad 6034 6904 Parke East Blvd. Tampa FL 33610 Oats: March 24,2020 ®WARNING•Wtllydestgn1..ftrsand READ NOTES ON MIS AND INCLUDED MITEKREFERENCE PAGE MIA7473rev. MA)"af5BEFORE USE Deals. valid fix.. ordywlN MRek9.... This design is besed only upon parsmoters.1scum. send la foren individual bolding component not HV a Wsa.prem. Before use, the building diastase, must verify are applicability of desire parameters and pmpedy Incapmate Mb design Into the overall bundingdosign. Bracing Indicated is W prsvem buckIng ofindividual buseweb and/or Nerd member only. Additional temporary and porranenl bracing MiTek' Is always reeulred for austerity and W prover/collapse udin possible personal injury and pmpedy d.mago. For general guidance regarding Me fabdwtlon, sloage,dal :eockm and breeingof5uaaes.rMWrsssyNema, cad ANSVTPH Qualle, Greeds, DSB-B9 and SCSI Building Compounder bore 6904 Parke Fast Blvd. Bardylarm e.d.. available red. Plot. InWMA%218 N. Lee Street. Suite 312. Alexandria, VA=314. Tampa, FL 36610 Job Truss Truss Type cry Ply m11324 GRA SPECIAL 1 1b FEROYALST19781784 Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 2.3T 12 8.130 a Mar 11 2018 MiTek Industries, Inc. Tue Mar 2412:54:27 2020 4x4 = Asa = Axle Axle = 19 4 20 21 5 22 B 2x3 II 3x4 = 3x4 = 2x3 II 3x4 = 3x4 = Scale a 126.6 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 125 Rep Stress Ina NO Code FBC2017/TPI2014 CS1. TC 0.18 BC 0.32 WB 0.06 Matrix -MS DEFL in Vert(LL) 0.08 Ven(CT) -0.10 Hoa(CT) 0.03 floc) I/de8 Ud 11 >999 360 10 >999 240 7 rda n/a PLATES GRIP MT20 244/190 Weight: 58 lb FT=0 LUMBER. BRACING- TOPCHORD 2x4 SP M 30 TOPCHORD Structural woad sheathing directly applied or 5-4-7 cc pudins. BOTCHORD 2x4 SP M 30 BOTCHORD Rigid telling directly applied or 7-04 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=770/0-8-0, 7=770/03-0 Max Hoe 2=E5(LC 6) Max Uplift 2=-523(LC 8), 7=523(1_C 8) Max Gmv 2=787(LC 17), 7=787(LC 18) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=1798/1192, 34=1761/1197, 4-5=1724/1169, 5.6=1761/1190, 6-7=1798/1137 BOTCHORD 2-12=1083/1685, 11-12=1082/1692, 10-11=1112/1724, 9-10=102411692, 7.9=102811685 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vul1=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf; h=12ft; B-0511; L=50ft; 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 pending. 4) This truss has been designed for a 10.0 par bottom chord live load nonconcurrenl with any other live loads. 5)' 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. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 623111 uplift at Joint 2 and 523 lb uplift at joint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated load(s) 63111 down and 114 lb up at This item has been 4-1-8, 85lb dawn and 124lb up at 5-0-0,113lb dawn and 146111 up at 5-7-3. 60lb down and 129111 up at 5-11-0, 60111 down and 129111, up at 7-11-0, 113lb down and 14616 up at 8-2.13, and 851b dawn and 124lb up at 8-10-0, and 63lb down and 139l1b up at electronically signed and 9-8-8 on top chord, and 6lb down and 7lb up at 4-1-8. 18 Do down and 15lb up at 5-0-0, 331b down at 5-7-3. 39lb down at 5-11-0 sealed by ORegan, Philip, PE 39111 down at 7-11-0, 33111 dawn at 8-2-13, and 18lb down and 15lb up at 8-10-0, and 6lb down and 7lb up at 9.8-8 on bottom using a Digital Signature. chord. The design/selection of such Connection device(s) Is the responsibility of others. Printed copies Of this P 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). document are not considered LOAD CASE(S) Standard signed and sealed and the 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signature must be verified Uniform Loads (plf) Vert: 13=54, 34=54, 4-5=54, 5-6=54, 6.8=54, 13-16=20 on any electronic copies. Concentrated Loads fib) Philip J. O'Regan PE No.58126 Vert: 3=7(B)4=-64(B)5=64(B)6=7(B)12=6(B)11=35(B)10=35(B)9=-6(B)19=-28(B)20=60(B)21=-60(B)22=-28(B) MiTek USA, [no, FL Can 6634 23=-18(B) 24=-18(B) 0004 Parke East Blvd. Tampa FL 33810 Data: March 24,2020 ®WARNING READ NOTES ON MIS AND INCLUDED MNEKREFERENCE PAG£BIF7473Coco. Ip MOI5BEFORE USE. Nap valid for use anlywlM Mri"Co maotare. mua dand, b Cased omV upon nonsmokers shown, aM la form indhAdual bulding wmpmant not my a truss system. Before use, the building designer must worry 0e.,11.1,11iyo/desig. p.men etors and property Inaorporea this Cook. Into the overall buildingdosign, among indicamd is to prevent budding oflndividual truss web andor aonl members only.Addioraltemporaryandpomanenlbracing MiTek' Is ahvays required for stability and ro prevent collapse Won possible personal lniuq and property damage. For general guldsom regarding are fabrcabon, slow p,dollvery, wooden and bracing of trusses and Woo systems, see ANSMIf Quellly Cobads, DSBa9 and SCSI Seasoner Component Goes Pake East Blvd. Susnylnforma0on evallade from Truss Plate leaders, 218 N. Lee Street, able 312, Alerandrle, VA4314. Tempe. FL 36610 Job Truss Truss Type Oty Ply THE ROYALS T797B17B5 m11324 ORB SPECIAL 1 1 Job Reference (optional 8hambers Truss, Inc., Foil Pierce, FL 400 12 2x3 II 4x8 = 3x4 = 3x8 3 25 26 4 27 28 29 5 630 31 32 6:130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:64:28 2020 2x3 II 4x4 = 7 M 34 35 8 6C(lIES Scale=1:62.4 \1011 I1` 18 36 37 17 36 16 39 42 14 4313 12 W 11 SX6 =4041 3x4 = 3x4 = 3x4 = 3x4 = 3.6 = = 30 = 5-0-0k 1"128-1-0 35-0-0 5-0-0 13-0 5-3-0 6-0-0 6-7-0 8-11-0 Plate Offsets (X,Y)— 13:0-5-4,0-2-01 LOADING (cast) SPACING- 2-0-0 C51. DEFL in pool VdeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC OAI Vert(LL) 0.11 17-18 >999 360 M720 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Val(CT) -0.1417-18 >999 240 BCLL 0.0 ' Rep Stress Ina NO WS 0.53 HOR(CT) 0.03 10 rda 11/3 BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 146 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural woad sheathing directly applied or 5.46 oc punins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-041 oc brecing. WEBS 2x4 SP No.3 WEBS 1 Raw at al 4-15 REACTIONS. All bearings 06-0. (Ib)- Max Hoa 2=96(LC 7) Max Uplift All uplift 10016 or less at joints) except 2=-536(LC 8), 15=-846(LC 8), 14=-555(LC 8), 10=314(LC 8) Max Gmv All reactions 25016 or less at joint(s) except 2=787(LC 17), 15=1322(LC 1), 14=927(LC 1). 10=506(LC 14) FORCES. (lb) - Max. Conlp./Max. Ten. -AII forces 250 (Ib) or less except when shown. TOP CHORD 2-3=1773/1106, 3-0=-1406/944, 46=-304/595, 6-7=-3D4/595, 76=-304/595, 8-9=702/344,9-10=-719/323 BOT CHORD 2-18=962/1659, 17-18=-958/1675, 15-17=-843/1406, 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=431/408, 8-14=-0063/625, 8-12=1151265 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=4.2pst BCDL=3.Opsh h=12ft; B=45ft; L=50ft; eave=Gft; 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 pending. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconwment 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 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 53616 uplift at joint 2, 946 lb uplift at joint 15, 555111 uplift at joint 14 and 3141b uplift at joint 10. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 257 Ib down and 341 Ib up at 5-0-0, 100 Ib down and 129 lb up at 7-0-12, 100 IS down and 129 lb up at 9-0-12, 100 Ib down and 129 lb up at 11-0-12, 100 lb down and 129111 up at 13-0-12, 100 US down and 129 to up at 15-0-12, 100111, tlown and 129 lb up at 17-0-12, and 1001b down and 129 lb up at 19-0-12, and 100 lb down and 129 US up at 21-1-4 on top chord, and 831b down at 5-0-0, 39 lb dawn at 7.0.12, 39 lb down at 9-0-12, 391b down at 11-0-12, 39 US down at 13-0-12, 39 US down at 16-0.12, 39 lb down at 17-0.12, and 391b down at 19-0-12, and 391b down at 21-1-4 on bottom chord. The design/selec8on 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.56128 MiTek USA, Inc. FL Can 6634 6904 Parka East Blvd. Tampa FL 33610 Data: March 24,2020 ® WARNING -Vedlydeslgapeameters and READ NOTES ON Ties AND INCLUDED MITEKREFEN£NCEPAGEMIA7473 rev. IONL2015BEFORE USE Design valid Muse only WM Mmek® ¢v,ne¢bre. Tlds design is based only upon paameMs shorn, and Is Man N4Mdual buudhg component, not HT A Wes ¢,at... Bob. use, the IS [Win, design., mull v.i the apyliwalaty of design parameters and popedy Incorporate Nis assign has Me overall bulldingdesign. Brecingindlwtedis hprevenlbucklIngoflndividual(rvsawebareordwk members only. Addldonaltemporanandpeunanentbacing MiTek' is aAvays sound for liability anti to prevent collapse with possible personal Injury and preperry damage. Fmgenertlguldmlmregarding Me Centocor,Storage. delNe,.vesi and badng of Wows and W. systems. AS ANSVaPIl Qvallb CNhda. Call and Best Bvpoing component 69N Parke Fast Blvd. Santry lnlormatlon ovallabie Wm Truss Plate lnnhde,218 N. Lee Street, Suite 312, Alexandra, VA 20314. Tampa, FL 36610 Job Truss Truss Type Qty Ply THE ROYALS T797B17B5 m11324 GRB SPECIAL 1 1 Job Reference o Bonal Chambers Truss, Inc., Fort Pierce, FL 8.130 B Mar 112018 MiTek Industries, Inc. Tue Mar 24 1254:28 2020 Page 2 ID_k8GCA6bx7j2Syl HDXFw7ye3KX-mIQuESYwwtOXYbi SpLSFRkdg49ACP4oHldmoj0z)gGf LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=125, Plate Increase=1.25 Uniform Loads (plf) Vert:1-3=-54, 3-8-54, 8-9=54, 9.11=54,19-22=20 Concentrated Loads (to) 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) AWARNING-VerNy tlnslgnlvmmeters and READ NOTES ON IRIS AND INCLUDED MINK REFERENCE PAGE MIFTObee. 10/0L3015BEFORE USE. Du191 va1N foruse onywin 1.4Tek®cormecons.Tin. mein la based oNy upon DammetMaaMwn, end Is Man alMdusl boiling component, not a buss system. Belle use, Pe building dedpormuetwfly ne apploobili y Mdesign pammenrs and pmpeM In ar xanto this design Ind, the overall bulldingdeagn. B.6ngindiwtedistopreyentbucNingd]M dualmusswabanWMOb memb moNy. Additional temporary end permanentbredng MiTek' Is always sequined for stablliy and A prevent collapse win possible personal Injury all pmpeM damage. For general guidance regarding Me fabdwgon. Storage. delivery, erecgon and badog ofbussea and muse cyalams.See ANSVTPIf Dualltyplfeda, DS"9 and BCSI Budding Component 69A Packs East Blvd. Sefefylarormadon avatademom Truss PlaNimEtWe,218N.lao Sm LSube312,AleeandM,VA13314. Tampa, FL SWIG Job Truss Truss Type Ply M11324 GRC HIP �Qty 1 1b [12ROYALST79781788 Reference (optional) 6hambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11201E M7ek IndusMes, Inc. Tue Mar 2412:54:30 2020 Pagel ID_kfiGCA6bx7j2Sy1HDXFw7ye3KX i7XeenZBSVGFnvBaxVjMjxmzm3h GamxFvoHz)gGd 8-0-0 13.8-0 17-6-0 214-0 27-0-0 35-0-0 6 a-0-0 S&0 3.10-0 3.10.0 b&0 6-00 -o-9 Send=1:60.3 5x8 W18HS = 5x8 MT18HS = 4.00 12 W II 3x8 = Sea = Dl3 II 3 23 24 25 426 27 ME 6 729 30 31 32 8 3x5 = 2.3 II as 1,6 = 6x10 7oa ee .1 6x10 = 3x6 - 2.3 11 3.5 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING. 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina NO Code FBC2017rrP12014 CSI. TC 0.71 BC 0.67 WEI 0.79 Matrix -MS DEFL in (too) I/deb L/d ve t LL) 0.22 11-22 >999 360 VerICT) -0.3113-14 >830 240 Horz(CT) 0.05 9 n1a n/a PLATES MT20 MT18HS Weight: 1571b GRIP 244/190 244/190 FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3.5.6 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid calling directly applied or 5-9-3 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1Row at midpt 3-14.5-14 4-14,7-13: 2x6 SP No.2 REACTIONS. (lb/size) 2=412/0-8-0, 14=3582/0-0-0, 9=1192/0-8-0 Max Hom 2=109(LC(3) 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) FORCES. (Ib) - Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2J�3771225, 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=1124/2080, 7-13=592/548,8-13=760/483,8-11=-201/684 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; save=6ft; Cat. It: Exp C; End., GCp1=O.1$ MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water Folding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonwir curtent with any other live loads. This item has been 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. electronically Signed and 7) Provide mechanical connection(byothers) of truss to bearing plate capable of withstanding 299 lb uplift atjdinl 2, 2133 lb uplift at sealed by ORegan, Philip, PE joint 14 and 764 lb uplift aljoint 9. using a Digital Signature. 8) Hanger(s) or other connection device(s) shall be provided sufficient support=ncentreted load(s) 182lb down and 312lb up at Printed copies Of this eP 8-D-0, 107 lb do" and 173 It, up at 10-0.12, 107 lb down and 173 lb up at 12-0-12, 107 lb down and 173 Its up at 14.0-12, 10716 down and 173 Ill up at 16-0-12, 107 lb down and 173 lb up at 16-11-4, 107 Its down and 173 lb up at 18-11-4, 107 lb down and 173 document are not considered lb up at 20-114, 1071b down and 173 lb up at 22-11-4, and 107 lb down and 173 lb up at 24-11-4, and 182Is tlown and 312lb up signed and sealed and the at 27-0-0 on tap chord, and 411 Its down and 24216 up at 8-0-0, 79 lb down and 1 Ib up at 10-0-12, 791b down and 1 lb up at signature must be verified 12-0-12, 79 lb down and 1 lb up at 14-0-12, 79lb down and 1 lb up at 16-0.12, 79lb down and 1 Ill up at 16-11-4, 791b down and on any electronic copies. 1 It, up at 18-114. 79 lb down and 1 Ib up at 20-114, 79 lb down and 1 lb up at 22-11.4, and 79 Ib down and 1 lb up at 24-11-4, and 411 Ib down and 2421b up at 26-114 on bottom chord. The design/selection of such connection devices) Is the responsibility Philip J. O'Ragan PE NDS8128 of others. MiTek USA, Inc. FL Cert 6634 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 6904 Pub, East Blvd. Tampa FL 3361D Data: LOAD CASE(S) Standard March 24,2020 ®WARNING - Vedfydeslgnpamecalersand READ NOTES ON MIS AND INCLUDED NITENREF£RENCE PAGE MII-7473 rev. 10MY2015BEFORE USE Design vard reuse only wile Mr`.Wccnnecl4rs. We design is banned "Mean Pan nalera shown, and la!l Mandtlwl bulldirg conmernnt not a truss arcane. Before use, Me buking dedgnermudwdythe applicability of dodge paremelus and pfopedy inco exce Nb design Into me meal buildingdesign. Bmchgindiwbdisto r ntWWngoflndi idualbuaewebw&wowdmemb mmly. AddillomtempoN,andp Mxm0ntvddng MiTek' Is allays required for clablllly and to prevent olbpse with possible parecnal Injury all pmpemy demage. For general guldnew regarding Me fabrlp6aM1 Stange, delNeryryerecgmand Madng al6usaee and Was eyetome.sea ANSVIPI1 Quality Wanda, DS8d9 and Goal B.Odlag Component 6904 Puke East Blvd. Safayfnformetlon avdUNa hem Truss Plate Intend, 218 N. Lee sheet. Suite 312. Alexandria, VA 22314. Temps, R 3s610 Job Tu55 Truss Type Oty Ply AE • T79781786 m11324 GRC HIP 1 1 LJobReofeyreride(optonal) Ise x ID:jId1GCA6bx7j2Sy1HDXFW7ye3KX-17XeenZBSVGFnvBaxMW9jxmzm3tvGamxFvoHzXJGd LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Unifoml Loads (plQ Vert: 1-3=-54, 3-8=54, 8-10=-54, 17-20=20 Concentrated Loads (Ito) Vert: 3=-126(B) 6=-107(B) 8=-126(B) 15=-50(B)16=-411(B) 11=411(8) 12=-50(B)23=-007(B)25=-107(B)26=-107(B)27=-107(B)28=-107(B)29=107(B) 30=107(6) 32=-107(B) 33=50(B) 34=-50(B) 35=-50(B) 36=50(13) 37=-50(B) 38=-50(B) 39=-50(B) ®WARNING-V Itydeslgnpanmerocaand READ NOTES ON MIS AND INCLUDEDMi EKREFERENCEPAGENIF7173m4 f==015BEFORE USE. Design valid Muse cnl, i smsketconnedims. Tine doo, b based any uponparameters sheen, andla for. IndNMual Wows component rot a Was system Before use, the building designer must sadly the applicability ofdesign paremelem and pm artybco xviflolbh design Into Me overall buiidingdesign. among Indicated Is to prevent buckling d eTwidual Wes web endlorcLord members only. Additionaltempemryandparmanentbssing MiTek' Is sMzye required fur Mostly and to prevent calapse with possible proved Injury and prepmy damage. Forgenerelguldanceregardling0m fadicallon,storage. de1VL.amog. and trading of Wawa and buss systems,see ANSgMll Quality Odleda,DS&89 and SCSI Beading Componeal SaMyfntormafbn 69W Perko East Blvd. eveilaWa fiam T. Plate Institute, 218 N. Lee Street, Suite 312. Alexandra, VA 22314. resales, FL 36610 -1-0-0 1-0-0 Scale =1:6.1 3x4 = LOADING (psf) SPACING- 2-0-0 C51. DEFL in (loc) Well IJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 244/190 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 n1a n/a BCDL 10.0 Code FBC20177rP12014 Matrix -MP Weight Slb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or I-M oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ibfsize) 3=9/Mechanical, 2=118/0-8-0, 4=0/MechanimI Max Holz 2=48(LC 10) Max Uplift 3=4(LC 7), 2=140(LC 10) Max Gmv 3=11(LC 1511), 1), 4=17(LC 10) FORCES. fib) - Mai CompJMax. Ten. -All forces 250 fib) or less except when shown NOTES- 1) Wind: ASCE 7.10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Extonor(2) zone;GC for members and forces & MWFRS for reactions shaven; 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 20.0psf on the bottom chord in all areas where a rectangle 3-8-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for buss to buss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4111 uplift at joint 3 and 1401b 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 verged on any electronic copies. Philip J. allegan PE No.58120 MiTek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Data: March 24,2020 ®WARNING-Vevity di danpanmelers and READ NOTES ON MIS AND INCLUDEDNITEx REFERENCE PAGE W47473rev. IM312015 BEFORE USE Design valid for use ashy wish Wek®cawedors.T1ds dedgn b based ardy upon pammaters sinews. aM is loran Individual estate, oouress nt iwt a truss esteem Severe use, the Instal gdeeper must wal Me eppllcabilily of design pammemm anal MMrly leweporale rich dedgn Into the man bulldingdesign. Beacing Indicated is to pmvembeckling of lndMdual buss web arcl drool membereaNy. Additionaltempomryandpmmanentbredng MiTek IsaMpmqukedkrMblllyandWprevent Wiapse Wlm slbleP=nWhjuryaMpmpaMdamege. ForgemralguldancemaAinglhe fabrication, etorago.delivery, erection and trades of trusses anal vuss spume. wee ANSVEPII Quaint, Ontada, DSB�89 and BCSI Building component 6904 PeAe Fast BIM. Safeynnformation Available from Truss Plate InsBhrte, 218 N. Lee Street, Suite 312.Alazandda. VA22314. Tampa, FL 36810 JoTruss Truss Type CRY Ply THE ROYALS �_1'1 T18781788 324 J2 MONO TRUSS 4 1 Job Reference (optional) Lnambeta Muss, Inc., tort Ylerce, YL a.13U s mar I1 zu1C mu oK lnausmes. Inc. I uo mar L41L:D4:31 LULu 4 3x4 = LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (roc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 VertI -0.00 7 >999 360 TCDL TO Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 7 >999 240 BCLL 0.0' Rep Stress Ina YES WB 0.00 Hom(CT) -0.00 3 n1a Na BCDL 10.0 Code FBC2017frP12014 Matdx-MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=37/Mechanlml,2=141/0-8-0,4=23/MechanimI Max Hom 2=67(LC 10) Max Uplift 3=-28(LC 10), 2=-136(LC 10), 4=-3(LC 7) Max Grav 3=42(LC 15), 2=141(LC 1), 4=31(LC 3) FORCES. (lb) -Max. CompJMax.Ten. - All forces 250(Ib) or less except when shown. f` PLATES GRIP MT20 2441190 Weight: 8lb FT=0 BRACING- TOPCHORD Structural wood sheathing directly applied or 2-M GO pudins. BOTCHORD Rigid ceiling directly applied or 10." Go bracing. NOTES- 1) Wind: ASCE 7-10; Vul1=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=121t; B=45ft; L=5011; eave=61t; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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$0 tail by 2.0.0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of buss to bearing plate Capable of withstanding 28 lb uplift al Joint 3, 1361b uplift al)oinl 2 and 3 lb uplift at Joint 4. Scale -1:7.8 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'Ragan PE No.58126 Milrek USA Inc. FL Cart 0034 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2020 ® WARNING -VeNydesignpalmahers and READNOMS ON MIS AND INCLUDEDMIJEKREFERENCE PAGE MIF7473r IWV20158EFORE USE. Deslynvaed for use only with NLTelos connad4rs. 'Res deegn Is based onlyupon parameters sham, ant b for on IMMduat buffem componeM not e Was system. Serum use, Me binding designer must ratify Me appllablliy of design parameters and pmpeMlncomorete Mis design Into the overall buildingdeegn. Bracing Indicated is to prevent buckling ofindividual buss web anworchord members only. AddiVereltempeayandpennanentbrocing WOW Is always required for steMilty end to prevent collapse wlM possible personal injury and pmpeM damage. Forgenerel guidons regarding Me fabdatlen, storage, dellvery� ¢races and bratlng of busses ant truss systems,ss ANSNPIf Ouagy Glteda. DSBd9 and SCSI BvD4/ng Component sareylnhnmaaon from Trues Plate leasable. 218 N. Lee Sbst, Suite 312. Neaaulrid, VA 22316, 69W Palle Beat Blvd. covetable Tampa. FL 364310 Job Truss Truss Type Ply THE ROYALE ' T79787709 m11324 J3 MONOTRUSS �Oty 2 1 Job Reference a tional ,chambers Truss, Inc, Fort Pierre, FL 3x4 = 8.130 a Mar 112018 MiTek Industries. Inc. Tue Mar 24 12:54:32 2020 Stale=1:9.4 3." LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) .0.01 4-7 >999 240 BCLL 0.0 ' Rep Suess Incr YES WB 0.00 Horz(CT) .0.00 3 Na rda BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight 11 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP ND.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOTCHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 3=64/Mechaniml, 2=173/0-8-0, 4=37/Mechanical Max Ho¢ 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. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL-0.2psh BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; gave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exarlor(2) wrmC-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This buss has been designed for a W.0 psf bottom chord live load nonconcument with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder($) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 541b uplift at joint 3, 147lb uplift at joint 2 and 4 Ill 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.58128 MiTek USA, Inc. FL Con 6834 6904 Parke East Mild. Tampa FL 33610 Date: March 24,2020 AWARNING-Verlrydeslgn parameters and READ NOTES ON MIS ANOWCWDEO MNEKREFERENCEPAGEMIP7473 rev. IM=015BEFOREUSE. coal, veld Wru9e m,lywlN MTek®wMedmo.TNe deo ,bbased ".Na parametersshvan. and It form PdMtlual bWlting mmponenL rot a tun system. Battle use, the totaling designer must verify me epplicabitity of dosign parmeters 8nd propeMknoNorate Vale design late the Overall b0dingdesign. Bmdngind[mWdlsWpme ntbucWIngotlndWualWumbw&or Oa me Woe y. Addtionaltemporeryandpmmenentbmdng MiTek' Is always rx,ulned for Stability and to prevent allapse Wet possible pvannal rjury and property damage. Forgenerai guldtane nmad ing 0,e febdatlon,¢Wrege, degvery, eredlon end medrM olweuseM loos ayeWme.see ANSnPlf Quality Cdtada,OSS-89 and SCSI Building Component 6904 Peke East BNd. Satetyrnronrtadon avaname foraTruss Plate lextu e, 218 R Lee Star. Suite 312, Neaandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Dty Ply ml 1324 J4 MONO TRUSS 4 1 =(optional) Chambers Truss, Inc., Fart Pierre, FL 30 = 8.130 s Mar 112018 MITek Industries, Inc. Tug Mar 2412:54:33 2020 Page 1 ID:_kfiGCA6bx7i2Sy1HDXFw7ye3KK-7iDnHoc310epfMv9cu208oLW4AtR4SNOSuUZOcDQGa $ a s=1:11.1 4-0-0 LOADING (psi) SPACING- 2-M CSI. DEFL, in floc) Well Ud 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 Inrr YES WB 0.00 Hom(CT) -0.00 3 n/a n1a BCDL 10.0 Code FBC2017rfP12014 Matrix -MP Weight: 14 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0.0 oc Fading. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 3=89/Mechaniml,2=206/0-8-0,4-50/MechaniC I Max Horn 2=104(LC 10) Max Uplift 3=-79(LC 10), 2=161(LC 10), 4=-B(LC 10) Max Gmv 3=97(LC 15), 2=206(LC 1), 4=67(LC 3) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(I1b) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vul1=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45$ L=50fp eave=68; Cat II; Exp C; End., GCpl=0.18; MWFRS (directional) and C-C Eaderier(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 psi bottom chord live load nonconcurtent 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 buss to bearing plate capable of withstanding 79 Ib uplift at joint 3, 161 Ib 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. dRegan PE No.68126 MiTek USA, Inc. FL Cart 6034 6604 Parke East SIM. Tampa FL 33810 Data: March 24,2020 ®WARNING-Vuify duiga paramereneed READNOTES ON MIS ANDINCLUDED MITER REFERENCEPAGEMII-7473 rev. IWX015 BEFORE USE Design valid for use only with NJTNdV smmeunrs. Tide deep Is based only upon parameters ahse n, and Is for an WMduel build„, nemponent, cot a truss stratem. Baron use, rue to ofing designer at vedy the epplicebiity of design parameters and on ody Inwryorate ads design has the overall buildkgdssign. grading Indicated is to prevent busking ofindNMual buss woe andorchord members only. Addigonaltemporaryandpmmanentbracing MiTek' Iselwaysm9ulredt.,stabllltyendtopmventcollapsowlNpossiGepersonallnfuyaMpmpedydemage. FofgonerolguNxnseregardthgthe fabdwgon. stands. deMory� erseson anon bntlng of trusses and trss systems, ass, ANSM11 Dually Cdfeda,DSB-89 and SCSI Burlding Component Sekylarmmauon from Truss Plate N. Los Street, Suite 6904 Parke Fast Blvd. avataWe asnMe,218 31Z Nexandd,. VA U314. Tampa, FL 36610 Job Truss Truss Typo Oly Ply THE ROVALE ' T19787791 m11324 JS MONO TRUSS 17 1 Jab Reference a 8onal Chambers Truss, Inc., Fart Pierce, FL 3x4 = 8.130 s Mar 11 2018 MITek Industries, Inc. Tue Mar 2412:54:33 2020 Pagel ID:_kfiGCA6bxT12SylHDxFw7ye3KX-71DnHoc3lDepfMv9cu2G80LSAApH4SN08uUZOc7XGa Scale =1:12.7 6Q0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lot)/deg L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.06 4-7 >939 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.06 4-7 >964 240 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.OD 3 n/a n1a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight 171b FT=O% LUMBER- BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlms. BOT CHORD 2.X4 SP No.3 BOT CHORD Rigid telling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 3=115/Mechanicm, 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 Gmv 3=125(LC 15). 2=243(LC 1). 4=87(LC 3) FORCES. (Ib) - Max. CompJMax. Ten. -At forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vul1=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh, BCDL=3.0ps ,, h=1211; 8=45f ; L=501t; eave=6ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcufrent with any other live loads. 3) a This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 to uplift at joint 3, 1771to uplift at joint 2 and 9 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. D'Regan PE No.58126 MiTek USA, Inc. FL Cod SIM 6904 Parke East Blvd. Tampa FL 33610 Data: March 24,2020 ®WARNING-Varrry design parameters and READ NO TES ON THIS AND MCL UDED MrrER REFERENCE PAGE AVb74A rev. 1010=015 BEFORE USE. Dasge voted for use Only wlth MTek®conneMs. This desgn Is based oroy upon Parameters shorn, and It for an InENlatml Mustang component, not a tree. sys4m. Before use, 0e sandal designer mrnvent y the eppicability of dear,o parameters and pmpery incorporate run design info the overell 1Wldingdesgn. Bream Indicated is to prevent buckang.fladvldual truss weband/or chard members only. Adationeltem0oreryand"ananenlbredng MITek Iselwoys requlred for stabllly and toprevent cdiapsa with possible personal Injury and propery damage. ForgenereguWanceregamIngthe labdatlon.storage, delNeryerecibneM bretlngIN Wasea mW wusystems, aee ANSM11 Quality Cdnda, DS"9 and BOW Bananas, Component 69M Parke East BNd. Sahrylahareanon moslaNe Ban Tmss Plate Instihda, 218 N. Leo Street Suae 312, AlexaMrU, VA 22314. Tampa, FL MID Job Truss Truss Type Oty Ply THE ROYALE T19781792 ml 1324 JB MONO TRUSS 4 1 Job Reference o gonal Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.130 s Mar 112018 MiTek Industries, Inn. Tue Mar 2412:54:34 2020 Page 1 ID _kfiGCA6bxTjj2Syl HDXFw7ye3KX-bvn9UBdhWjjmgGWULAbZfg?bWa6ypvd9hYD6x2ZXJGZ Scale=1:14.3 6-00 LOADING (pso SPACING- 2-0-0 CSI. DEFL. In (lot) Wall L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.34 Vert(LL) 0.11 4-7 >664 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.11 4-7 >652 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Hom(CT) -0.00 3 nta Na BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight 20 lb Fr=0 LUMBER- BRACING- TOPCHORD 2x4 SP M 30 TOPCHORD Structural wood sheathing directly applied or 6-0-0 Do purins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 DO baring. REACTIONS. fib/size) 3=142/Mechanical, 2=275/0-8-0, 4=70/Mechanlcal Max Mom 2=140(LC 10) Max Uplift 3=-129(LC 10). 2=192(1_C 10), 4=8(LC 10) Max Gmv 3=155(LC 15). 2=276(LC 15). 4=100(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vul1=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12B; B=45ft; L=508; eave=6ft; Cat. II; Ere C; Encl., GCPI=0.18; MWFRS (directional) and C-C Extedor(2) mne;C.0 for members and fames & 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) a This truss has been designed for a live load of 20.Opsf on the bot om'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 lb uplift at joint 3, 192 1b 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 No.58120 MiTek USA Inc. FL Cart 6634 6904 Parke East Bivd, Tampa FL 33610 Data: March 24,2020 ®WARNING -Very design Pammetars and READ NOTES ON MIS AND INCLUDED MDEKREFERENCE PAGE 1aIF7473 me. 1WVL1e158EFORE USE. Design wad Pause awy Wilh MnelkS comesso,e. This design Is based aayupon parameters shown, and Is lm an Usuldual W Wing ro naneent not am. spitere. Before Ym.Nab.11lg designs, must W,ly InsappllW011iypfdesign pa2me@9 and pmpaM In arponce MIS deelgn late the Overall t] building design. Bussingreve Bussing indicated is to pnt budilm, onwwe ndMduW was web arldchum!lorchum!members only. Additional Waxory and pelmmem bating MiTek' Is ahveys requlred for stability and to prevent collapse Win possible personal rJuy and property damage. Forgeneral guldeme regaCing 9le idbdfaa0a staKgBdellVey. erection BM baring p}W89ee old Wse SAWae. see ANSIMPH Quaint, ladferra, DSBA9 and SCSI Bullding Ossrumenl 690d Pane East BNd. Saleylnlormaffan eaailallo ban Tmm Plate hlabluta. 218 N. Lee Street. Suite 312.Almaaadru, VAM314. Tana. R 36610 Job Truss Truss Type pry ply THE ROVALE T19781793 m11324 is MONO TRUSS 11 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MTek Industries, Inc. Too Mar 24 12:64:35 2020 Pace 1 ID:kFvnsn9wY4192h0_nM3lc6yIJ9g35LGUBJH 1 vXug3XkJ4uDDQp7 XMYMLIvC gTVzXjGY -1-" 8.0-0 1-0-0 9-0-0 Scale -1:17.5 3x4 Plate Offsets (X Y)_ (2:0J-14 0-1-81 LOADING (psf) SPACING- 2-" CSI. DEFL. in (Icc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.14 4-7 >676 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.30 4-7 >310 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Hom(CT) -0.00 3 rea nra BCDL 10.0 Code FBC2017rTP12014 Mahix-MP Wlnd(LL) 0.26 4-7 468 240 Weight: 261b FT=20% LUMBER - TOP CHORD 2X4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=188/Mechanica1, 2=348/0-8-0, 4=99/MechanlmI Max Ho¢ 2=178(LC 12) Max Uplift 3=-174(LC 12), 2=226(LC 12), 4=13(LC 12) Max Gmv 3=195(LC 17), 2=348(LC 1), 4=141(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (to) or less except when shown. BRACING- TOPCHORD Structural woad sheathing directly applied or 6-M on purling. BOTCHORD Rigid ceiling directly applied or 104-0 no bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL--4.2psh BCDL=3.Opsf; h=12ft; B=59ft; L=36ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exledor(2) -1-0-0 to 2-7-3, Inledor(1) 2-73 to 7-10-4 zene;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 pat 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 174 lb uplift at Joint 3, 226 lb uplift at Joint 2 and 13 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. O'Regan PE No.58128 MiTek USA, Inc. FL Cert 65M 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2020 ®WARNING - Vedy design parameters and READ NOTES ON WIS AND INCLUDED 14I71!1KREF£R£NEE PAGE MI47473 rev. 111=01 S BEFORE USE. Designvdd(museemyw M7T mmed .TNsdesgn Ubasedo yupmparametemshown,mMisforenkgivbual WI"component.rat a Was Gre em Ba(ore use, the bulicing desgnermusiverlfythe epplimbility oldesign parameters and pe wort/ Inmryorate this design (Mouse ove20 biddingdeagn. BmeingiMimtedlstopmwabuc IngotindMdualMms bandlmrc membomad,, Addl9maltemnomryandpermanantbrecieg MiTek' is atwaya re4ulretl foreiabllly end a prevent mllepse with pmslple personal Inlury all pmpeM damage. Forgerved guldano, regaNing the faMmgan,storage, de9very, ereotlon ell bmdng of WssOa and Nrss sysbme,see ANSVTPII Quality Wank DSB 9 end BCSI Building Component 6904 Palle Eesl Blvd. SaleylnlarmeUan wallabies bom Truss Plate Intends. 218 N. Lee Been. Suite 31Z Reeandrle, VA22314. Tampa, FL 36610 Job Truss Truss Type Oy Ply THE ROYALS ' T79781794 m11324 JA MONOTRUSS 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL RTMIB 8.130 s Mar 112018 MiTek Industries. Inc. Tue Mar 2412:64:362020 24.3 Scale =1:8.3 LOADING (psi) SPACING- 2-" CSI. DEFL in (loc) NdeB Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Ved(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 lncr YES WB 0.00 Horz(CT) -0.00 3 Na Na BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 9lb FT=O% LUMBER. BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural woad sheathing directly applied or 24-3 cc purtins. BOT CHORD 2x4 SO No.3 BOTCHORD Rigid ceiling directly applied or 10-0-0oc bracing. REACTIONS. (Ib/size) 3=45/Mechanical, 2=150/0-8-0, 4=28/Mechanical Max Hoe 2=73(LC 10) Max Uplift 3=37(LC 10). 2=139(LC 10), 4=-0(LC 7) Max Grav 3=50(LC 15), 2=150(LC 1), 4=37(LC 3) FORCES. (Ib)-Max: CompJMax.Ten.-Allforces 250(lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2ps1; BCDL=3.Opsf; h=12ft; B=45$ L=50$ eave=6ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Extertor(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 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-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 37 lb uplift atjoint 3, 1391In uplift at joint 2 and 4IIn uplift atjoint 4. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. O'RegaA PE ND.58126 MiTek USA Inc. FL Cart Bass, 6904 Parke East Blvd. Tampa FL 33610 Data: March 24,2020 ® WARNING - Vedy design penmeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE U147473. 16 V12015 BEFORE USE. Devgnvalid far use mJywM,MRek®comeclae.TMs design 0 Wood d Vopon peramebnslemm, eM Is for errand dud Melds, component rat a Wss system. Before use, me building de igner mush wady me ap,FusbUiy of design padmears and prop¢dyincogcale aids design halo Me overall bulldingdeslga. Bddng lntliw[ad lab prevent bucMn9 of Individual buss web enmor tlidN membeaonly. Adewraltempoaryendperenanentbraeng MiTek' Is always required for stabllay and to prevent colopse Won possible personal injury and pepaM damage. For9enealguldaweregardinge. labdratldn.stodge. tlelrvery, era Wan eM badig of wsses e,W bias systems, see ANSMIIQueUly Cdfar/e,DS&a9andBCSl Bugding Component again Parke Fast Blvd. Se/otylahoenadon avai ftmTruss MtelmVa ,218NLae Street,Suite312,AIasm .VA22314. Tampa,F 3010 Job Truss Truss Type Oty Ply m11324 JB MONO TRUSS 2 1b [11ROYALET197B7795 Reference (optional) cnamoers l russ, Inc.. "n vie". Ft. 8.130 a Mar 112018 MiTek Industries. Inc. Tue Mar 2412:54:36 2020 Page 1 3x4 = 4 Scale=1:12.5 LOADING (psf) SPACING- 2-U CS1. DEFL in (loc) Vdee Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.10 4-7 >645 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.07 4-7 >898 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a n1a BCDL 10.0 Code F13C2017lTPI2014 Matdx-MP Weight 19111 FT=O% LUMBER - TOP CHORD 2x4 SP M 3D BOTCHORD 2x4SPNo.3 REACTIONS. (Ib/size) 3=127/Mechanlcal, 2=269/0-8-0, 4=63/Mechanical Max Hors 2=114(LC 10) Max Uplift 3=109(LC 10), 2=206(LC 10). 4=6(LC 10) Max Grav 3=127(LC 15), 2=269(LC 1), 4=90(LC 3) FORCES. (Ib)-Max. CompJMax.Ten.-Allforces 250(lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-11 oc pudins. SOTCHORD Rigid ceiling directly applied or 5-0-0oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=165mph (3-sewnd gust) Vasd=128mph; TCDL=4.2psh, BCDL=3.Opsf; h=12f ; 8=45ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide Wit 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, 206 Ib uplift at joint 2 and 6lb 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.N128 MiTek USA, Inc. FL Cart 6634 6904 Perko East Blvd. Tampa FL 33810 Data: March 24,2020 ® WARNING -VWfy Eeslgn vamelara and READ NOTES ON MIS AND INCLUDED MIIEKREFERENCE PAGE Wb7473rev. IG0=0158EFORE USE Design valid talus¢ ont aiM MlTekg cgmedpm. This design 4 based owyupon parmemem shmm. and m Tor an Minutest bum gmmponent, rod m� hula system. Before use. me bu"deeper must verify me apWlcabaily of design parameters and pmpedy lnwryorale mla dedgn Into to overall bulldingdeslgn. Bra Wglndlwtedbtopmnntbu ingMiMMdualhussweboMord membamoN Addidonallempmaryandpermanendbmdng Welk'N inemya repaired for smWlty and to preventwllapsewlm passible personal Injury e,d pmperty damage. Forgemealgudanwmgardingme MbdwlleRstprego. diuvery. euxbon and binding oftmsses and buss systems,see ANSMI1 Oatilty Cdledd DS"9end SCSI Sending Component 6904 Perko Best a". Serelylnremerem av Wohen Tmss Plata Im5 o,218N.Lee Sh LSuite312,9o+andrla,VAYYJI4. Tampa. FL 36610 Job Truss Truss Type Oty Ply THE ROYALE • T19781796 an 324 JC MONO TRUSS 2 7 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:64:37 2020 Page 1 ID_k6GCA6hx7j2Sy1HDXFw7ye3K%-7USH6Afape9F7_Dwrk7MIeVGNnJvOGNbNWSmXNzXjGW 3x4 = Scale -1:62 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vea(LL) -0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Ved(CT) -0.00 5 >999 240 BCLL 0.0' Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 4 Na Na BCDL 10.0 Code FBC2017r P12014 Matrix -MP Weight 5 lb FT = 0% LUMBER- BRACING. TOP CHORD 2x4 SP No.3 TOPCHORD Structural wood sheathing directly applied or l-iA oc pudlns. BOTCHORD 2x4 SP No.3 BOTCHORD Rigid ceiling directly applied or 10-0-0oc bracing. REACTIONS. (Ib/size) 3=11/Mechanical, 2=119/0-8-0, 4-0/Mechanical Max Hom 2=50(LC 10) Max Uplift 3=-0(LC 7), 2=138(LC 10) Max Grav 3=14(LC 15), 2=119(LC 1). 4=14(LC 10) FORCES. (Ib) -Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL-0.2psh, BCDL=3.OpsF h=12ft; B=45ft; L=5011; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) mna;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gap DOL=1.60 2) This truss has been designed fora 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 an 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. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 6lb uplift at joint 3 and 138 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'Rogan PE No.58126 MiTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Data; March 24,2020 ®WARNING-VerifydesignP vameters and READ NOTES ON MIS AND INCLUDED MNEKREFERENCE PAGENIFT4T3 rev. IMMO1S BEFORE USE. Design vaIW for use onlywOh Marek®mmeaore. Trds design is based and upoo paameters dawn, a d is for an MuRvdual b,dWng mmponeM, not a Was system. Before use, the building deapor must vedry the ep scabgily of design parameters and pmpedy mopmmMe Me deaign low me overall bundingdestgn. BmdglMimlodistogevontbuWngoflndiddual WsawebanNor Oa membersanly. Additionaltera,mat andpmmaneatuadng MiTek' Is aWays required for stability and to prevent collapse with possible personal hjW and pmpedy damage. For general gukanae regarding the fabrication,storage,delivery, erection aot bredig of out. aid truss syatema,see ANSUTPH Duellty Cdbda. DMM9 and BCSI Building Component 6904 Parka East Bind. Selotytnroneradon evaileble hors Tmxa Plate lretitrde.2laN Lae MtreeL Muile 012, Aleaendda, VA2231d. Tampa. R MID Job Tress Truss Type Ory Ply THE ROYALE • T19781797 m11324 1(JS MONO TRUSS 1 t Job Reference G tional 2.83 12 3x4 = O.IaV s mar a lino mn e¢ mausmes, Inc. l ue mer LR 14AR:ud 4u4U 3 4 Scale =1:15.T LOADING (psf) SPACING- 2-M CST. DEFL. in (too) I/de0 L/d PLATES GRIP TCLL 20.0 Plate GOP DOL 1.25 TC 0.34 Vert(LL) 0.09 4-7 >923 360 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.15 4-7 >563 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 HOrz(CT) 0.00 2 n1a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 231b FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=194/Mechanical,2=233/0-11.5,4=94/Mechanical Max Horz 2=109(LC 8) Max Uplift 3=174(LC 8), 2=191(LC 8) Max Gmv 3=198(LC 13), 2=233(LC i), 4=133(LC 3) FORCES. Ob) - Max. CompJMax. Ten. - All forms 250 (Ib) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0GO puriins. BOTCHORD Rigid ceiling directly applied or 104-0 oo bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL-0.2psf, BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.6D 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 buss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) far buss to truss connections. 5) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 174 lb uplift atjoint 3 and 191 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 (8). 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 (plt) Veit; 2=0(F=27, 8=27}to-3=-95(1`=-20,B=-20), 5=0(F=10, 8=10yto4=-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. PhItip J. D'Regan PE No.58128 MiTek USA, Inc. FL Con 6834 6904 False East Blvd, Tampa FL 33610 Dab: March 24,2020 ® WARNING -Vaft d.Ip Aammelers end READ NOTES ON MIS ANOINCLUDED MIMK REFERENCEPAGEMIAT4y3 rev. 10/03G015 BEFORE USE Design vaod foruse onlywilh suick® muerdon. We design is based only upon parameters al,cem. And A seem bdWNual butibp component. man a Buse system. Betme use, Pe evening designer nustvenfytbo appiicabigty of design Dammmers and qop ily lnwmmate Mia design intotho overall buildingdoogn. Bracing iMiwled lab Devent buG4ing eflMMdual buss web atWlor daN members oNy. AAdidomlle.,mvyandmmanentbnveng . MtTek Is Nwap required for gravity and b prevent collapse with possible personapm l Injury end proty damage. Forgenemlgullanceregabinglhe faUkalon. storage. clarity. erection and bmdrg of "sea and trues systems. and ANSM11 Quality perms, GSB�89 and BCSl Building Component Sg Parka East BMd. Solely WarmeOon Salton bore Truss Piste InsgMO, 218 N. Lee Sheet, Suite 311 Amami VA 22314. Tampa. 11 36510 Job Truss Truss Type Oty Ply THE ROYALE T79781798 m11324 KJ8 MONOTRUSS 2 1 Job Reference (optional) Gnambels Truss, Inc., Fart PlercO, FL 8.130 s Mar 11 2018 MITek Industries, Inc. Tue Mar 24 12:54:39 2020 30= �� 33x4 5 LOADING (psQ SPACING- CS'. DEFL in Qoc) . Mdefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Ved(LL) 0.08 6-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.10 6.9 >999 240 BCLL 0.0 ' Rep Stress Ina NO WB 0.35 Hom(CT) 0.01 5 rda n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 441b FT=0% LUMBER. BRACING. TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied of 6-0-0 oc puriins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid calling directly applied or 9-10-15 DO bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=90/Mechaniwl, 2=465/0-11-5, 5=409/MechanimI Max Horz 2=178(LC 8) Max Uplift 4=-91(LC 6), 2=332(LC 8), 5=223(LC 8) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 23=875/541 BOTCHORD 2-6=535/842,5-6=-535/842 WEBS 3-6=1287, 3-5=-923/587 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 par bottom chord rive load noncenCorent with any other rive 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 glyder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 91 lb uplift at joint 4, 332 lb uplift at joint 2 and 2231b uplift at joint 5. 6) Hanger(s) or other Connection device(s) shall be provided sufficient to support concentrated loads) 38 lb doom and 61 lb up at 2-11-0, 381b down and 61 lb 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 14516 up at B-6-14, and 42 Ib down and 145lb up at 8.6-14 on top chord, and 31 Ito up at 2.11-0, 31 Ito up at 2.11-0.11 to down and 31 Its up at 5-8-15, 11 Ito down and 31 lb up at 5.8-15, and 31 Ito down and 141b up at 8574, and 31 lb down and 14lb up at 8-6-14 on bottom chord. The design/selection of such Connection deviw(s) Is the responsibility of others. 7) 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 (pIQ Veld 14=54, 5-7=20 Concentrated Loads (lb) Vert 10=80(F=40, B=40)11=-5(F=-3, B=-3)12=-83(F=42, B=-42)13=14(Fm7, B=7)14=-21(F=11. B=-1 1) 15=-50(F=-25, B=25) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. O'Regan PE No.58128 MiTek USA, Inc. FL Cog 6834 $904 Parke East Blvd. Tampa FL 33610 Date: March 24,2020 ®WARNING.Vagry design rymmeler and READ NOTES ON MIS AND INCLUDED MIiMKREFERENCEPAGEMU.7473 rat YWOM015 BEFORE USE. Despn vast for use aM'titl, NaTel@ mmecta a. True d J , M based ardy upon parameter eMvn. end U ban indMdual buidLg component. mt e buss system. Before use, the buildup designer must voNy ur appsrabsity of design parameter aid pmpody Inooryorale MB design Into Ire overact buddingdesign.Bmdnglydlratedisloprevent WdiingoflndWuAl sswbaM"MM mrmberonly.Additionaltempaeryandpmmanentbracing MITek Isalways required farcically And to prventcollepse w0h passible personal injury and pmpedy damage. Forgemmlguldancergamaglhe fabdcxtlon,storage, deuvery, traction and Madag oftrusses aM truss ayslema,ace ANSIBPH Qualify Crlleda, DSB.89 and BC51 Bulldfng Component 6904 Parke East Bad. Salerylnlormadun avagableboldTruce Plato InsM ,218N.lae Sb LSale312,AloxandM.VAY1314. Tampa, FL 36610 Job Job Truss Ory Ply THE ROVALE =MMSSOTTYPOU T79781799 KJA SS 2 1 Job Reference (optional) unamoers Tuss, Inc., Port FrOMOS, rL 3x4 = 8.130 s Mar 112018 MITek Industries, Inc. Tue Mar 24 12:54:39 2020 Page 1 10:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-zsa2XsggKGPzNHNlz89gN3bbNbzyUAsuggxlcGz)qGU Scale=1:13.6 LOADING (psQ SPACING- 2-M CS]. DEFL in (Inc) Udell L/d PLATES GRIP TCLL 20.0 Plate GOP 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 nla n/a BCDL 10.0 Code FSC20171TPI2014 Matrix -MP Weight: 20111 FT=0 LUMBER- BRACING. TOP CHORD 2x4 SO M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0Do putting. BOTCHORD 20 SO M30 BOTCHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. fib/size) 3=1421Mechaniml, 2=181/0-9-11, 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. file) - 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=4.2ps1; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. 11; Exp C; End., GCpi=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 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 3-8-0 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 buss to bearing plate capable of withstanding 129111 uplift atjoint 3 and 150 lb 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) Vert 1-2=-54 Trapezoidal Loads (pIQ Vert: 2=0(F=27, B=27)tD-3=-81(F=-14, 8=14), 5=O(F=10, B=10)-to-4=-30(F=-5, B=-5) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. O'Regan PE No.58128 Slifer USA, Inc. FL Cert 6884 69H Parks East Blvd. Tampa FL 33618 Data: March 24,2020 ® WARNING -Verify design pnmerefs end READ NOTES ON MIS AND INCLUDED MITER REFERENCE PAGE MU7473 rev. r0/03Ray BEFORE USE. Con,v ,d M use only with handsel nn.vors. Thle design 13 based ady upon parameters shove,aM Is for an Indented Wilds, cvmpormnL.1 a ft. system. Before use. the buMing designer must vivify the epplicabifiry of design parameters and pmped3'Nm,orefe the, design Into the ovoml bulldingdeslgn. BadngindcatedlsoopmwMbur ngotlMMdualbusswebaMord membemonly. Addilaraltampomryendparmanentbracing MiTek' Isahvays mgnred forstabAlryand tc prevent collapse with possible Personal Injury and property damage. Forgenemiguldanseregardingths fabrication, storage. delivry�:eed0on and brier, of busses and men systems. ever ANSVTP110ua11ry ONhrla,OSS-a9 end Best8u11ding Component 6904 Parke Fast BNd. Sarelylareneudk r eva'IaGa home Truss Plate lesions.218 N. Leo SIreeL Suite 312 AIexaMda, VA 22314. Tampart 36610 Job Truss Tmss Type THE ROYALET79781800 70r m11324 KJB MONOTRUSS 1 Job Reference (options[) Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.130 s Mar 112018 MRek Industries, Inc. Tue Mar 24 12:64:40 2020 LOADING (psf) SPACING- 2-M Cat. DEFL. in (too) 1/dell Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.11 Vert(LL) -0.02 4-7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.03 4-7 >999 240 SCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 Na rda BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Weight 171b FT=Oak LUMBER. BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4.11-9 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-M oo bmacing. REACTIONS. (Ib/size) 3=95/Mechaniml, 2=148/0-9-ii, 4=46/Mechanical Max Harz 2=75(LC 8) Max Uplift 3=84(LC 8). 2=136(LC 8) Max Grav 3=95(LC 1), 2=148(LC 1), 4=77(LC 3) FORCES. (lb) -Max. CompJMax.Ten. -AII forces 250(Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf, h=12f: B=45ft; L=50ft; save=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL7-1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load noncencurent 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 8t between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss Connections. 5) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 84 lb uplift at Joint 3 and 1361b 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 (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert 1-2=-54 Trapezoidal Loads (plo Vert: 2=0(F=27, B=27}W3=-67(F=-7, B=-7), 5=O(F=10, 12=10}to4=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. Philip J.01Regan PE No.56126 MiTek USA, Inc. FL Cent 66U 69H Parke East Blvd. Tampa FL 33610 Data: March 24,2020 ®WARNING. Vedydesrgn poamefera and READ NOTES ON THIS AND INCLUDED MITEW REFERENCE PAGE MI47473 rw, 1MV2015 BEFORE USE. Design vslN Mruso onNvAM MTeMcominofars. This design is beaed rdy upon paametersshwm, aM Is for. Irdiidual turbine, cemponen4 not �® e Cosa Systam. Banta uso, me buWUN designer misiverify me applicability ofdeu, paameters and papery lnmnpmeta We design into ite on bWldingdeep. among Indicated is W prevent bucking otlMINdual buss web andlar chord membare only. Addlllonaltempoaryandpemanentbadng MiTeK Is always, required for stoically end m prevent collapse wigs possible personal Injury and property damage. Fgrgeneal gul0enca regakIng the funioion,storage, reliveryy��eroOkm and bating ad minions and Wss systems. see ANSIRPII QuSIIW CdIeAa,DSB-e9 and SCSI Building Component Sandy(nomansm 6904 Parke East BNd. avanaWe Bonn Tasa Plate lmStWe,218 N. Lee 91ae6 SU8e 312. Nexandria, VA 22314. Tampa.R 36610 Job Tmss Truss Type Ply THE ROYALE I T19781801 m11324 MV2 VALLEY �Qty 1 1 Jab Reference (optional) Chambers INS., me., Yon vieree, YL 30 8.130 s Mar l l 2018 MiTek Industries, Inc. Tue Mar 24 12:S441 2020 Pagel ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KK-uFioyYJ4stmcbXh4ZBITUg ROhoy4MBIBO_h8zXjGS 4.00 12 Seale =1:6.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/del L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) Na - n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Ved CT) n/a - n/a 999 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matlfx-P Weight 5lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc punins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M oe bracing. REACTIONS. (lb/size) 1=41/2-0-0, 2=3O/2-0.0, 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 16). 2=32(LC 15), 3=22(LC 3) FORCES. (Ib)-Max. CompJMax.Ten. - All forces 250(I1a) 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; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; End., GCpl=0.18; MWFRS (directional) and C-C Exteno42) zone;C-C for members and forces 8 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 par bottom chord live load nonconcumant with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing atjoinl(s) 2 considers parallel to grain value using ANSI/rPI 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 201b uplift atloint 1 and 30 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 617dk USA, Inc. FL Con 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 24,2020 ®WARNING-Yedydesf9nI... dPEAD NOTES ON MIS AND tMCLUDEDMiTEKREFERENCEPAGEMI47473., 1010=015 BEFORE USE DoalgnvAdforuse dark wah kbTek®comnddn. Thin design is based onyupon parameters shdan. and h for on lndivamd Wing component, not a ouse system. Before use, us Wilding designer must vary Me applicabilityof design parameters and pmpeM lncapMete This design into e overall bull4ingddslgn.Sma gindiwtedlsropmvMbuclingofiMMduelbmwobardlord Mmambmony.Addluonaltempaeryandpemanentbredng WOW Is always required tar slebi6y endro Pevent collapse v4tM1 possible personal lnpry anti prepemy damage. ForgeneralguldaxeregaMingthe lebdca8an. cW2ge.delivery, erewoneM bredrg MbusseaeM Buss eyetoms.Bea ANSVTPH Quarry Cdhda, OSBAg and Best Bugding Componenf Segal Palle Fast Bad. Sa/ery/n/wmauon eya6adehers Tmss Plate I..9 .218N.LaeB LSui1.312.Almwldrh.VA22314. Tampa. FL 36610 Job Truss Truss Type Ply THE ROVALE • T79781802 m71324 MV4 VALLEY a Jolly 1 1 Job Reference (optional) Gnameer51m5s, 10c., red Fie", YL 8.130 a Mar 112018 MiTek Industries, Inc, Tue Mar 24 12:54:41 2020 Page 1 ID:_kfiGCA6bx7j2Sy7 HDXFw7ye3KK-uFioyXl4stlhcbXh4ZBITUgvHOfUy4MBl80_h8zXjGS 2 Sale - 7:9.4 3 3x4 3x4 II I LOADING (psf) SPACING- 2-0-0 Cat. DEFL in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.37 Vert(LL) ida - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) Na - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 121b FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 20 SP No.3 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. Qb ize) 1=109/4-M.3=109/4-M Max Mom 1=56(LC 10) Max Uplift 1=-54(LC 10). 3=72(LC 10) Maxi 1=112(LC 15), 3=117(LC 15) FORCES. Ob) - Max. CompJMax. Ten. -All forces 250 Qla) or less except when shown Structural wood sheathing directly applied or 4-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES. 1) Wind: ASCE 7-10: Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf,, BCDL=3.Opsf; h=121t; B=45ft; L=50ft; eave=6fb Cat. II; Exit C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces S MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord beading. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconctu ent 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 buss to beading plate Capable of withstanding 54 lb uplift etjoint 1 and 72lb 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 1108129 MiTek USA Inc. FL Cad 6034 69H Parke East Blvd. Tampa FL 33610 Data: March 24,2020 AWARNING - Verily deslgn P. N.m anti READ NO TES ON THIS AND INCL UDED MITEK REFERENCE PAGE MIF7473 rev. IOIO W 2015 BEFORE USE. Design sakd access cmf, Maigrette cvrmectes. This design M based only upon parameters shorn, and M fman lrhhddual buudmil a ment,M sesses HT 11* a buss "am. Before use, the building eeepner mudveriy the eppN eke aty of design parameters and properly MwaxiraW mM design Into tM overall bulldingdoolp. SmdgindlaWdis WpmwntbualingofiMIMuM"ssweba,WlwchmdmombemoNy. Addlponaltem,maryandpeimmentbradng MiTek' Is ahvap raeuk.d far steNlllyand W prevent callapsawlui possible personal Injury and property damage. Forgencral guMana regardNg the fatedallen.storage. saw.,ereceea aM Wadng of busses aM buss natems,see ANSIRPll quality Wtda, DSB�85 and 8C5l Building Component 6904 Parka East BlvO. Safety lnlormatlon avaaxble Peen Truss Plate les5tute,218 N. Us Steed, suite 312, Maxanads. VA 22314. Tampa, Fi. 36610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION �' Center plate on joint unless x, y -I�►III''F4 offsets are indicated. -8 II dimensions shown in R-in-sixteenths II 6-4 8 I I (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in sixteenths.truss h sides Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. t-J W TOP CHORDS diagonal orX-bracing, is always required. See SCSI. 0'116n c13 cxa 2. Truss bracing must be designed by an engineer. For WEBS q 4 ON ^ 0 wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor bracing should be considered. 2 O 3. Never exceed the design loading shown and never a.�°� 5 U stack materials on inadequately braced busses. p4. Provide copies of this truss design to the building cra car csa 4 x 2 orientation, locate designer, erection supervisor, property owner and BOTTOM CHORDS plates 0- v+s from outside all other interested parties. 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 NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSIfrPI 1. connector plates. THE LEFT. 7, Design assumes busses 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 ANSOTPI I. Software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 18%at time of fabrication.. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable far ]CC -ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 10. Camber is a non-sbudural consideration and is the - 4 x 4 width measured perpendicular ESR-1311. ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, sae, orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and s'¢e, 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. N in all respects. equal to or better than at 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 ANSUTPI 1 section 6.3 These truss designs rely on lumber values 14. Bottom chords require lateral bracing at 10 It. spacing, or less, If no calling is installed, unless otherwise noted. BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless Indicated otherwise. Min size shown is for crushing only. ® 1e. Use of green treated lumber may pose unacceptable environmental,1, health or performance risks. Consult with Industry Standards: project engineer before use. ANSI/TPIt: 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, M TV 20. Design assumes manufacture In accordance with Guide to Good Practice for Handling, (.wi I ANSVTPI I Quality criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015