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HomeMy WebLinkAboutTRUSS PAPERWORKRE: m11324 THE ROYALE Site Information: Customer: WYNNE BUILDING CORPORATIN Project Name: ml1324 Lot/Block: _ Model: - Address: UNKNOWN City: ST LUCIE Subdivision: State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 SCANNED BY St. Lucie County General Truss Engineering Criteria $ Design. Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 27 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T13569629 a 3/22/2018 22 T13569650 kj5 3/22/2018 2 T13569630 al 3/22/2018 23 T13569651 kj8 3/22/2018 3 T13569631 a2 3/22/2018 24 T13569652 kja 3/22/2018 4 T13569632 a3 3/22/2018 25 T13569653 kjb 3/22/2018 5 T13569633 a4 3/22/2018 26 T13569654 mv2 3/22/2018 6 T13569634 a6 3/22/2018 27 T13569655 mv4 3/22/2018 7 T13569635 b 3/22/2018 8 T13569636 bh7 3/22/2018 9 T13569637 gra 3/22/2018 10 T13569638 grb 3/22/201811 T13569639 grc 3/2212018 12 T13569640 j1 3/22/201813 LRECEVED 2019 T13569641 j2 3/22/2018 14 T13569642 j3 3/22/2018 County, Permitting 15 T13569643 j4 3/22/2018 16 T13569644 j5 3/22/2018 17 T13569645 j6 3/22/2018 18 T13569646 j8 3/22/2018 19 T13569647 ja 3/22/2018 20 T13569648 jb 3/22/2018 21 T13569649 jc 3/22/2018 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2019. Florida COA: 6634 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdicfion(s) identified and that the designs comply with ANSICrPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account In the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and property incorporate these designs into the overall building design perANSUTPI 1, Chapter 2. loft %%-I,P! ER GENSF.'1' No 22839 13 STATE OF :�4/ 00. Walter P. Finn PE No22839 MITek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa Fl. 33610 Date: March 22, 2018 Finn, Walter Job Truss Truss Type pry Ply THE ROYALE T13569629 m1132a A COMMON 70 1 Job Reference ftio l) d.15u s Man 1 4U1d Ml I ex mausmes, Dlc. 1 nu Mar 22 OB:1 U:2f zuld Scale=1:59.3 4.00 12 45 = 6 II7 I Ib -- -- 14 '- 12 4x5 = 2.3 II 5x15 WB = 3x8 = 2x3 II 4x5 3x8 = 5.6 WB = R. 8-0-0 4-7-0 19.2.0 4-7-0 8-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) /dell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.59 Vert(LL) 0.33 14-15 >999 360 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.64 14-15 >652 240 BCLL 0.0 ' Rep Stress Incr YES WS 0.63 Horz(CT) 0.13 10 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matdx-MS Weight: 169.Ib FT=0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1399/0-8-0, 10=1399/0-8-0 Max Horz 2=-223(LC 8) Max Uplift 2=-775(LC 10), 10=-775(LC 10) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc purling. BOT CHORD Rigid ceiling directly applied or 4-10-7 oc bracing. FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3404/2226, 3.5=-2807/1885, 5-6=-2801/1990, 6-7=2801/1990, 7-9=.2807/1885, 9-10=3404/2226 BOT CHORD 2-17=-1946/3218, 15-17=-194613218, 14-15=1116/2053, 12-14=-1946/3188, 10-12=-1946/3188 WEBS 6-14=-598/1034, 7-14=-252/246, 9-14=-702/541,6-15=-598/1035,5-15=-253/246, 3-15=-701/541 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf, BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cal. 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 12-8.6, Exterior(2) 12-8-6 to 17-6-0, Interior(1) 22-1-0 to 31-2-6 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 100.0lb AC unit load placed on the top chord, 17-6-0 from left end, supported al two points, 5-0-0 apart. 4) This truss has been designed for a 10.0 par bottom chord live load nonconcument with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will fit between the bottom chord and any other members, with BCDL=10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 775 lb uplift at joint 2 and 7751b uplift at joint 10. Walter P. Finn PE Nb.22639; Miiek USg1nc: FL'Cart 6974 �8904 Parke EastBlvd.-Tampa FL936IM {Date:. March 22,2018 ®WARNING-Vedy deslBnh ramators endNEADNOMS ON 71/ISANDINCLUDm MREKNEFERENCEPAGSM 7473r 1"I&Q015BEFDREUSE Design valid forum onlywah MiTei® convenors. This design Is based only upon parameters shown, and is for an Individual building component, not IN truss systemrify N . Before use. are budding designer must vee applirabiliry of design parameters and property IncorporaNi te s design IMo the overall hulidinidesign. among Indicated! is 10 prevent buWIN of Individual tronsvreb ancilorchoral members only. Addgionaltemporaryamlpermanentbradng WOWis always reauned forstabilib oud to p avent collapse with possible personal iniuryardm pperry, damage, For genemi guldamm ue,a din, au, fabrication, storage. delivery, erection and beading of trusses and truss systems, see ANSVFP/f Duality Crileda, DS"Q and BCSI Building Component Snfefylrfarmaedn evallaSle hom Truss Plate InsaNte, 218 N. Lee gtreeL Sutle 312,Alexandtla, VA 22314. EastB 6906 Parka East Blvd. Tempo,rkrk 36610 Job Truss Truss Type Ply THE ROYALS �y T735fi9630 m11324 Al SPECIAL 9 1 Job Reference (optional) cnarrmis Tmss, me.. con Fierce, FL 8.130 s Marl l 2U18 MITek Industries, Inc. Thu Mar 22 09:10:28 2018 4.00 12 5x8 MT18HS = Scale=1:60.3 I)�1f d 14 13 US = 2x3 II 5x12 = 3x12 2.00 12 7-8-0 13-7-8 23-11-12 35-0 ]-8-0 5-11-8 10d-d tt.n.b Plate Offsets (X Y)— 12:0-1-2 Edgel 18:0-3-0 Edgel [10:0-1-15 Edger LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) War Utl PLATES- GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.80 12 >525 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.39 12-13 >302 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(CT) 0.37 10 n/a We BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight 159 lb FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3'Except' 6-12: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1349/0-8-0, 10=1349/0-8-0 Max Horz 2=-223(LC 8) Max Uplift 2=-825(LC 10), 10=325(LC 10) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-12 FORCES. (Ib)-Max. Comp./Max. Ten. -All forms 250(lb) or less except when shown. TOP CHORD 23=-3309/2433, 3-5=2581/2012, 5-6=-2548/2113, 6-7=5337/4002, 7-9=-5302/3868, 9-10=-5702/4143 BOT CHORD 2-14=-2151/3113, 13-14=-2151/3113, 12-13=-145012202, 10-12=-380915431 WEBS 3-14=0/265, 3-13=-8131590, 5-13=-269/317, 6-13=-317/567,6-12=-2362/3388, 7-12=-298/368,9-12=405/352 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1 -0-0 to 3.9-10. Interior(1) 3-9-10 to 12-8-0, Extedor(2) 12-M to 17-6-0, Inlerior(1) 22-3-10 to 31-2-6 zone;C-C for members and tomes 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 nonconcunent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.01 6) Bearing at joinl(s) 10 considers parallel to grain value using ANSVrPI 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 8251b uplift at joint 2 and 8251b uplift at Joint 10. Walter P. FmnPE Nd22938; MiTek USAJA. FL Can 6894 6904 Parke Eest B1yC'TampaFE30510' Date:: March 22,2018 AWARNING-Vedyd¢ gaparam mwdB NOTESfA MSANBINCLUBm MMXREFER£NCEPAG MXWJrvw 10V34015BEFOREUSE �* Design valid for use only with Mrrel,ig cormectors. This resign is based only upon parameters strewn, we is for an individual Wilding component. not i=A�t�• a truss system. Before use, the building designer must verify to applicablllty of design parameters and properly Incorporate this design into the awn sll ■iY■ bundingdesign. Bmi indicated is to prevent buckling of Individual truss web aMmrUmrd members only. AddifnnauempwaryaMpemunentb2cmg MiTek' 7 Is allays required for stability and to prevent collapse with possible personal injury and"i damage. Forgen ralguidancempardingthn Wmiealion, storage, delivery, erection and among of bosses and truss systems, we ANSVInuff County CrBada, DSBd9 and BCSI Bulldlog Component 6904 Parke East BNd. Sefeylnrornaflon evagable hom Trasa Plata lnsdMe, 21a N. Lee Steel, Suite 312,Alexentlrla, VA 22314. Tampa, FL U610 Job Truss Tm95 Type THE ROYALE �ty T73569631 m11324 A2 SPECIAL 1 �Ply 1 Job Reference factional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Mar 2209:10:28 2018 Sale=1:62.3 4.00 12 5x6 = 4x4 = Us = 2x3 II 5x6 — 3x12 2.00 12 Plate Offsets _(X Y)— BV-1 b-r-f 5-0 [2:0-1-2 Edael [4:0-2-12 0-3-01 [4:0-M 0-1-121 18:0-3-0Edge][8:0-0-0 6 0-1-121 411-12 [9;0-3-2 0-0-01 [10:0-1-15 Edgel 11-00 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/de0' Lid PLATES GRIP TOLL 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) -1.02 12-21 >412 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr YES WB 0.75 Horz(CT) 0.37 10 n/a cis BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight 1601b FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 2=1349/0-8-0, 10=1349/0-8.0 Max Horz 2=-205(LC 6) Max Uplift 2=-825(LC 10), 10=325(LC 10) FORCES. (Ib)-Max.Comp./Max. Ten. -All farces 250(lb) or less except when shown. TOP CHORD 2-3=3315/2113, 3-5=-2515/1641, 5-6=-2524/1699, 6-7=2672/1734, 7-9=-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=0/300, 3-14=-954/692, 5-13=-206/561, 6-13=-357/632, 7-13=-2796/1678, 7-12=1082/1957, 9-12=-079/463 Structural wood sheathing directly applied or 24-8 oc pudins. Rigid ceiling directly applied or 2-2-0 Be bracing. 1 Row at midpt 7-13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE.7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exlerior(2)-1-0-0 to 3-9-10, Intedor(1) 3-9-10 to 31-2-0, Extedor(2) 31-2-6 10 36-0-O zone;CC for members and forces B MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s)10 considers parallel to grain value using ANSI/TPI i angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8251b uplift at joint 2 and 8251b uplift at joint 10. Wa1Cei P. imin PE Nu.27636; MiTek gSA.V . FL Cart 6804 :6904 Parke East BNd Tampa 1`111836lb1 'birl is March 22,2018 ®WARN/NG- Verify dealgnparmacen and i1D NOTES ON TNIS AND INCLUDED MRIX NE PERENCEPAGEW.7473 rev. 14'OY1015 BEfOBE USE Design vidd for use oNy with Waldo connectors. This design Is based any upon parameters ste, w and is for an ndilvidual boiling componeat, not ��• a truss system. Before use, the building designer must enfi the apFliablity of design parameters and pro,puyInrarpoata this design into the overall �-�.YY■ building design. Bradng Indicated is to prevent buckling of Individual truss web 9ndlorchord members any. Additional temporary and permanent bracing MiTek' is always required for stablity and to prevent collapse with Woulbe personal Inlay and propeM damage. ForgenemlWidenaregarding Me fabrimWn,storage,delivery,erec0onertlbmcing0truswswd Wsesyatems,see ANSM11 Quality ensure, DSB49 end BCSI Building Gomponenl 6904 Parka Eest BNtl. Saferylnformab'on availablefmm Truss Platelnsl e,218N.Lee Street,Sulle312.Mexandda.VA22314. Tempe,FL 36610 Job - Truss Truss Type Ory, Ply THE ROYALE T73569632 M11324 A3 SPECIAL 1 1 Job Reference (optional) cnamoers I miss. Inc., Fort Plerce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Mar22 09:10:292018 Page 1 ID _kfiGCA6bx7l2Syl HDXFW7ye3"-AXlol P73UsAMHE7K2AxBJCghg4vany8Xi3uH4bzYDke 14)-0 8-0.1 14." 21-0-0 23-11-12 1 " 0 3540 5-11A!i 741-0 211-12 2-0.14 8-2-6 -0-0 5x6 = a nn 4.6 = Scale=1:61.3 3x5 2x3 II 5x6 = 2.00 12 3x12 = = &0.1 13-7-8 L:2_0 23-11d2 35-0-0 6-04 5-7a 9d 1_1J 11 l Plate Offsets (X Y)- [2:0-1-2 Edge] [B:0-1-15 Edgel LOADING (psf) SPACING- 2-0-0 cSl. DEFL. in (too) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Ver(LL) 0.72 10 >582 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.98 Vert(CT) -0.98 10-19 >427 240. MT18HS 244/190 BCLL 0.0 ` Rep Stress Incr YES WB 0.74 Horz(CT) 0.35 8 n/a rda BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 158 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-5-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1349/0-8-0, 8=1349/0-8-0 Max Horz 2=-181(LC8) Max Uplift 2=-825(LC 10), 8=-825(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(I1a) or less except when shown. TOP CHORD 2-3=-3286/2122, 3-4=.2556/1711, 4-5=-3161/2095, 5-6=-3304/2150, 6-7=-5214/3232, 7-8=-5695/3643 BOT CHORD 2-13=-1853/3079, 12-13=-1853/3079, 11-12=1338/2410, 10-11=-2826/4982, 8-10=-3331/5422 WEBS 3-13=0/293, 3-12=-854/595, 4-11=-480/959, 5-11=-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; 11=1211; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (directional) and CC Exterion(2)-1-0-0 to 3-9-10. Interior(1) 3-9-10 to 31-2-6, Exterior(2) 31-2-6 to 36-0-0 zone;CC for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless Otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Beanng at joint(s) 8 considers parallel to grain value using ANSVfPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of muss to bearing plate capable of withstanding 825 lb uplift at Joint 2 and 8251b uplift at joint 8. Walter p. FintipE Nhi2899; MiT6k USA,Inb: FL Cart889C_ - :8984Parke East BNd�TampaFL39810' Date: March 22,2018 AWARN/NG-VedfydeslgnparsmetemaMREADNOWSONMnMDINCLUDFDM1IE1rNEFERENGEGAGEMII-7473mv. 16'0 156EPoREUSE Design valid foruseonly with MiTeW need... This design Is based ony upon parameters shmvn, and is or enIMividuat building component, not �' a buss system. Before use, the building designormust verily Ibe applicability oldougopammeters and properly Incoryorete this design into the overall ItWidingdeslgn. BmdngindicotedIstoPreventbudJdingofIndividualbusswebandlorrtmrdmembersonly. Additionaltempomrymdpermarentbredng MiTek' is allays maubed for ablelity and to prevent oNlapsewith Posslblo personal lnluryaM propeM damage. Forgenarzlguidsrem egardirg Me fabriwWn,storage,delivery,erectun aid brsdng of trusses and Was sysMms,see ANSM110uelltyCNlada,DSB-89ond BCSI6ullding Component 6904 Parke Fast Blvd. Sakry Inbrmefbn available boarTruss Plate Instb4e, 218 N. Lee street, Sulte 31$Alexandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type city Ply THE ROYALE T13569633 m11324 A4 SPECIAL 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 a Mar 11 2018 MiTek Industries, Inc. Thu Mar 2209:10:30 2018 Page 7 ID:-kfiGCA6bx7j2Syl HDXFw7ye3KX-ejRAEIOhFAIDvOiWcuTOrPDsdUF?WOyxjdgdlzYOkd 1�-0.�01 &SA 12-0-0 11-814 MO 2 11-1 28$9 35-0-0 31 7-0-0 6-SA S68 5-8-0 5312 0.71-1 2-9-13 8-2-7 1-0-0 Scale=1:61.3 5.6 = 3x4 = 4.00 12 5x8 =20 II 6 7 i 14 13 3x4 3x6 = 3x4 = 5.6 = 2.00 12 3x12 &8-2 13-7� 17E-0 23A1-12 35-0-0 BA-2 Pi-" 3-10-8 GS-12 11-0-0 Plate Offsets (X Y)- 12:0-0-6 Edge] [6:0-4-00-2-3] [9:0-1-15 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft List PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.73 11-12 -572 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.9811-20 >429 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress [nor YES WB 0.77 HOrz(CT) 0.36 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 1601b FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-5-6 oc pur ins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1349/0-8-0, 9=1349/0-8-0 Max Ho¢ 2=157(LC 9) Max Uplift 2=-825(LC 10), 9=825(LC 10) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-3367/2256, 3-4=-3093/2069, 4-5=-2645/1853, 5-6=-3425/2347, 6-7=-5165/3301, 7-8=5219/3301, 8-9=-5704/3714 BOT CHORD 2-14=-2000/3170, 13-14=-1488/2537, 12-13=2065/3480, 11-12=-2440/4196, 9-11=-3399/5431 WEBS 3.14=429/415, 4-14=-323/584, 4-13=1421386, 5-13=1125/697, 5-12=-141/467, 6-12=-861/437, 6-11 =-I 145/2016, 8-11=.542/518 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-M to 3-9-10. Interior(1) 3-9-10 to 31-2-6. Extedor(2) 31-2-6 to 36-0-0 zone;C-C for members and farces & 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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will et between the bottom chord and any other members. 7). Bearing atjoint(s) 9 considers parallel to grain value using ANSlrrPI 1 angle to grain fom ula. Building designer should verify capacity of bearing surface. 8) Provide mechanics[ connection (by others) of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at joint 9. Walter P. FinnPE11612838; Mi Tek U SA; M0.. P126 d 6si4 16904 Parke East BNd.TampaFL-33810' ,031ot. ' March 22,2018 AWARNING-Vmdy donotI ammntere and READ NOTES ON 7705AND INCLUDED SIIrEtt REPERENCEPAGE hig-]473 rev. f09=15 BGVO USE. Design valid for use only wlh MTek® com,ecmrs. This design I. based arty upon pi mmmem obovo%and is for an individual Wld, component, not ��• a truss system. Before use, the building designer must vary the appiiostA ty of design parameters and properly incorpdmte this design Into the overall buiidingdesign. Musing NdicaledistoproventbucIdIngofindivlduelboss ebandforchordmembersonly. Addi mItem,amiyandpennenentbradng MiTek' isaNay u'vedrorslabil!"MtopmveMwlapsa Wthpos$!Uop rsonalin)uryandpmp nydamage. Forgeneralguldonwregarding Na fabdratbn,sbrege, delvary, erepbn and bmcin9 ofNasea and truss systems, sea ANSUTIVI Qusllry Crftoria, DSB49 and SCSI Building Component 6904 PeAe East Blvd, SalaryInlomradon available from Truss Plate InsbtNe.218 N. Lee Sveet, Suite 312.A wwdda. VA 22314. Tempe, FL W610 Job Truss Ply THE ROYALET13569634 ETMs$�TypO���112'y m11324 A6 1 Job Reference (optional) Chambers Truss, Inc., Pon Pierce, FL 8.130 s Mar 11 2018 MITek Industries, Inc. Thu Mar 22 09:10:31 2018 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-6w1YS51KOUR4XYHIAb_fOdlOkuf9FzMpANN09UzYQkc 14)-0 6-]-15 10.0-0 13A-0 2110 L ko 28-0-1 35-0-0 3 -111 7-8-0 3-8 f al 6-7-15 -0-0 4.00 12 5.8 = 2x3 II as II 5x8 = 4 23 24 6 25 26 6 27 28 7 16 15 14 13 12 11 Smle=1:60.3 4x5 = 3.4 = 46 = 3x4 = 3x4 = 4x6 = 3x4 = 4x5 = 10-0-0 134L0 -0- 21-0-0 2541-0 350 10-0-0 3-B-0 7-R-n non xns-n Plate Offsets (X Y)— 12:0-1-14 Edge] [4:0-5-4 0-2-8]fT0-54 0-2-8] 19 0-1-14 Edge] LOADING (psf) SPACING- 2-0-0 CST. DEFL. In (loc)/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.60 11-13 1424 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.78 13 >328 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(CT) 0.11 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-M$ Weight: 1531b FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1118/0-8-0, 14=379/0-8-0, 9=1201/0-8-0 Max Hom 2=-133(LC B) Max Uplift 2=-092(LC 10), 14=219(LC 10), 9=739(LC 10) Max Grav 2=1118(LC 1), 14=454(LC 19), 9=1206(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2600/2341, 3-4=-2215/1960, 4-5=-2527/2290, 5-6=-2527/2290, 6-7=-2527/2290, 7-8=-2531/2224, 8-9=-2880/2572 BOT CHORD 2-16=-2074/2444, 14-16=-1569/2065, 13-14=-1968/2527, 11-13=-1833/2382, 9-11=-2290/2707 WEBS 3-16=-095/599, 4-16=-206/347, 4-14=541/820, 5-14=526/591, 6-13=-234/311, 7-13=-182/282, 7-11=-355/492, 8-11=444/551 Structural wood sheathing directly applied or 2-2-0 oc pur ins. Rigid ceiling directly applied or 4-6-3 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Ops1; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; M WFRS (directional) and C-C Exterior(2) -1-0-0 to 16-9-7, Interior(1) 16-9-7 to 18-2-9. Extedor(2) 18-2-9 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 ponding. 4) This truss has been designed for a 10.0 par bottom chord live load nonponcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 692 1la uplift at joint 2, 219 lb uplift at joint 14 and 739 lb uplift at joint 9. Waller P:Finn PE Nd:22338; MiTek USA, Ine.F1. tort 6834 18904 Parke ElisrBNd4ampalobifli ;Data:: March 22,2018 ®WAWr-V.,*dosrgnparem m RPytDNOWSON.TN13ANDINGLUDEDMRIXRFFFAENCEPAGEh 74r3rov.1QDY3015B REUSE Design valid for use pNyweh MTeW mrmeUors. This design is based only upon parameters sbcsm. end is for an Individual Wilding compomN, not ��- a truss system. Before use, the building designer must verify fine applicability of design parameters and prosesly Incorporste this design Into the ovarian budingtlesign. BrsdngintllmtetllstomventbuckliMotlndividuainssvrebaMorchoNmembemoNy. AddilbnaltempamryenclWaanentinmong MOW 31wmya mo uked for stability and to proven collapse Win possible personal Injury and propedydamage. For general guidanm regarding the fabdmtlon. Gorsgeaelivery,amGun end bmGng of tmases antl buss systems. see ANSVrPlf Quality criteria, DSB49 and BCSIBultdtng component Saferyrnionnatlon a,allablefrom Truss Plate Institute. N. Lee Simon. Suite 312,Alexandde, VA 22314. fi904 Parke East Blvtl: Tempa,FL 36610 Job Truss Truss Type Ply THE ROYALE T13569635 m11324 B COMMON �Qty 3 7 Job Reference(optional) Chambers Truss, Inc., Fort Pierce, FL 8.13D s Mar 11 2018 MiTek Industries, Inc. Thu Mar 22 09:10:32 2018 Page 1 ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-a6Zx(R2ynnZxehsvkJV=q[Hul5R TdzOI6xhwzYQkb -1-0-0 6-11-0 13-10-D 1-D-0 6-11-0 { 6-11-0 4.6 = 2x3 3x4 = Sole: 1/2-=1' 3x4 = I� Plate Offsets (X Y)-- [2:0-2-10 Edge] (4:0-2-10 Edgel LOADING (pat) SPACING- 2-0-0 CSI. DEFL. In (too) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.37 Vert(LL) 0.10 " >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.13 5-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.12 HDrz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 47 lb FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=51010-8-0, 2=56810-8-0 Max Horz 2=93(LC 9) Max Uplift 4=-292(LC 10), 2=377(1_C 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-967/954, 3-0=-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 pudins. BOT CHORD Rigid ceiling directly applied or 7-7-1 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf, h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-64) tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 292 lb uplift at Joint 4 and 377111 uplift at joint 2. Walter P. FinhPE No13839; MiTek li5A V1 FLCelt66]Q :8904 Parka East Biv&T8mpaFL`33610; Datx: March 22,2018 AwA lN-Vanllyde gaparametersand READNOTES ON.MSANDINCU.V 0M?EKREPERENCEPAWW-1473m, 1OD.V3015BEF0BEUSE Design valid for use any with MiT.W oc.r ors. This design Is based oNy upon parameters shown, and Is for an individual bugding omporeert, not ��- a buss system. Before use, Me building designermustvarify the applimbiliy of design parameters and pmperty incoma ate this design Into the overall building design. Bracing Micated is to prevent buckling of inawdual buss web andfor chord members orty.Additional temporary and permanent baling MiTek' Is always" area for staNlity and M lxevent mllapse with possible personal injury and pmmdy carnage. For general p1dance regardinm the fabdmgon, storage, delivery, ermlbn end bating of tnrsses antl Was systama, see ANSaPff Dually Criteria, DSB49 and SCSI Building Component 6904 Parka East Wall, Saleylnlormatlon available from Truss Plate Institute. 218 N. Lea Street Suite 312,AIexandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type Ply THE ROYALE - �CItY T13569636 m11324 BH7 BOSTON HIP 7 1 JoD Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Mar 2209:10:33 2018 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KK-217Jsn3aY5homrR5HO07T2rL7iNJgG6dhsUEMzYOka 5d0 216 t-0-0 ]-0-0 96-0 116-0 1366140-0 1]6-0 196-0 21-0-0 2360 21s6-0 28.0-0 35-00 36-0-0 -0-0 T-0-0 26-0 2-0-0 2-0-0 06-016-0 2-0-0 1b6 00 -0 2-0-0 2-0-0 26-0 Scale=1:62.6 4.00 12 5x6 = kk�u 35 "' 33 32 -' 30 3x5 4x6 = 3.8 = 30= 4x6 = 3x6 = = 14-0-0 21-0-035-0-0 ~ 7-0-0 7 0 71-0 7-0-0 7-0-0 Plate Offsets (X Y)— f2:0-1-2 Edgel f28:0-0-2 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(L-) 0.51 3233 >826 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.67 3233 >628 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.48 Horz(CT) 0.14 28 rda n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 208 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-" oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at JI(s): 11. 18, 15, 7.23 REACTIONS. (Ib/size) 2=1349/0-e-0, 28=1349/0-8-0 Max Horz 2=-223(LC 8) Max Uplift 2=-825(LC 10), 28=825(LC 10) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(I1a) or less except when shown. TOP CHORD 2-3=-3392/2640, 3-4=-1213/956, 4-8=1157/946, 8-9=-1145/979, 9-12=-1122/1028, 12-14=-1125/1090,14-16=-1124/1089,16-19=-1121/1028,19-22=-1145/979, 22-26=-1157/946, 26-27=1214/956, 27-28=-3393/2641, 3-5=-2373/2046, 5-7=-2376/2050, 7-10=-2376/2050, 10-11=-2376/2050, 11-13=-2376/2050, 13-15=2376/2050, 15-17=-2376/2050,17-18=-2376/2050,18-20=-2368/2046, 20-23=-2368/2046, 23-25=-2368/2046, 25-27=-2364/2041 BOT CHORD 2-35=-2358/3190, 33-35=-2360/3166, 32-33=2652/3448, 30-32=-2361/3167, 28-30=-2358/3191 WEBS 3-35=0/284, 27-30=0/285, 3-33=317/378, 1833=466/474, 27-32=312/353, 14-15=-405/437 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(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, Inledor(1) 24-3-7 to 31-2-6zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are 2x3 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads: 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at joint 28. 8) Graphical pudin representation does not depict the size or the orientation of the pur in along the top and/or bottom chord. ,Waltii P. FinOPE No.12978; MiTak USA;Yne: FL Cirt6834 :E904 Parke Ee51 Blvd -Tampa FC336301 Date:: March 22,2018 A WARWNs. Veonryded ri M.M. and READNOTES ONTMSANDINCLUDMMrrFXREFERENCEPAGEM/47473 mv. IT032015BEFOR£ USE' Design valid for use ordywRh MiTek® contractors. This desgn Is based only upon parameters shown, and Is for an individual building componer4, act a"as system. Before use, the binding dmgner must verify Me applicability ofdesign par meters and properly incorporeal this design Into Me overall 7 buildingdesym. Bracing bxficated late preventbuckliegofonividuallamembardlorchord members only. AMItiesdamporeryandpermanantbomag MiTek- s atwaya mulled for stability and to prevent collopes, Wan possible personal injury and pmpeM damage. For general guidance raga ding Me fabriratne. doage,delivery,ered'wn and bracing ofbusses and truss systems, see ANSM11Oa.My contents, DSB49 and BCS1 Building Component 6904 Parke East Blvd. Saretylnhrmation ..IUWe kom Tmss Plate lnsbb , 218 N. Lee Street Suite 312.Alexendrb. VA 22314. Temp., FL 36610 Job Truss s Tpe ally Ply THE ROYALE T13569637 m11324 GRA ]SPECIAYL 1 1 Job Reference (optional) Chambers Truss, Inc., Fart Pierce, FL 8.130 s Mar 112018 MTek Industries, Inc. Thu Mar 22 09:10:34 2018 Page 1 ID: _k8GCA6bx7j2Sy1 HDXFw7ye3KK-WUhh473CJPpf077HrkXMOFNfJ5n3SO7G$Lb2mozYOkZ I -1-0-0 41-8 5-7-3 8-2-13 986 13-10-0 1410-0 1-0-0 4-1-8 1-b11 2-7-9 1-5-71 41-8 Scale =126.6 2.37 12 4x4 — 44 = 400 4x10 19 4 20 21 5 22 6 d 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP M 30 BOTCHORD 2x4 SPM 30 WEBS 2x4 SP No.3 REACTIONS. ([blaze) 2=770/0-8-0, 7=77010-8-0 Max Hom 2=-65(LC 6) Max Uplift 2=-523(LC 8),7=-523(LC 8) Max Gran, 2=787(LC 17), 7=787(LC 18) 2x3 II 30 = 3x4 = as II SO CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.18 Vert(LL) 0.08 11 >999 360 MT20 2441190 BC 0.32 Vert(CT) -0.10 10 >999 240 WB 0.06 Hoa(CT) 0.03 7 nla n/a Matrix -MS Weight: 58 lb FT=0 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-0-4 oc bracing. FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(I1a) or less except when shown. TOP CHORD 2-3=-1798/1192, 3-4=-1761/1197, 4-5=-1724/1169, 56=1761/1190, 6-7=-1798/1137 BOT CHORD 2-12=-1083/1685, 11-12=-1082/1692, 10-11=1112/1724, 9-10=-1024/1692, 7-9=-1028/1685 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psh h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Este C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fore 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed fora 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 523 lb 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) 63 lb down and 114 lb up at 4-1-8, 851b down and 124 lb up at 5-0-0, 1131b down and 146 lb up at 5-7-3. 60 lb down and 1291b up at 5-11-0, 60 lb down and 129 lb up at 7-11-0, 113 lb down and 146 He up at 8-2-13, and 851b down and 1241h up at 8-10-0, and 63 lb down and 1391b up at 9-8-8 on top chord, and 6lb down and 71b up at 4A-8, 18 lb down and 15 lb up at 5-0-0, 3316 down at 5-7 3, 39 Ib down at 5-11-0 , 39 lb down at 7-11-0, 33 lb dawn at 8-2-13, and 18 Ile down and 15 Is up at 8-10-0, and fi He down and 7lb up at 9-8-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD'CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (a). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 56=-54, 6-8=-54, 13-16=-20 Concentrated Loads (lb) Vert: 3=7(B) 4=64(B) 5=-64(B) 6=7(B) 12=6(B)11=-35(B)10=35(B) 9=6(B) 19=-28(B) 20=60(B) 21=60(B) 22=-28(B) 23=18(B) 24=-18(B) ]d Waltei Pf hm%fE Ne32839: MiT6k USA;bi0L &rt6f& 19914 Parke r�etBhtlrTampaFl.'J3819' Daie:: March 22,2018 AWARNING-VedfydaslgapordmefanaMREAONOTESONMISANDINCLUDWMIfENREPERENCEPAGEh9F703w.. M=015BEFOREUSE Design saidwho lfor use any MneR®connecone. This design -is based only upon parameters shown, one Is for an MWldual building component, not �' a Was system. Before use, the bending designer must vent' the applicability of design p rometers and nearly Incorporate Nis design into the overall building design. Brach, Indicated is to prevent bucks, of Individual hen web walor chord members only. Additional temporary and permanent boating ileknsFaitBWdSafeylnformation [P- 7 is always ralulred for stability and la prevent collapse with possible personal injury and pmpeM damage. For general guidance regarding the fabdallon,damge, defwery, erection and bodng of messes and trues systems,sae ANSg7Pll Duality Crifude, DSB419 and Best Building Cmponenf evalaNe Wm Truss Plate InsuMa, 218 N. Lee Street Suite 312. Nexantlda, VA 22314. ampa, FL Sit 610 Truss Truss Type Oty Ply THE ROYALE T13569638 m71324 GRB SPECIAL 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 a Mar 112018 MiTek Industries, Inc. Thu Mar 22 09:10:35 2018 Page 1 - .pt� ID_kfiGCA6bx7j2Syl HDXFw7ye3KK-7hE3HS4g4ixV?9aUPR2bYTWmXV6MBjtP5?LblFzYOkY 5-0-0 10.10 15-6-0 1-0-OI Lae 2&24 1211:2 35 3-0- 0 19r0 5-0-0 5J-0 1-0 8-11-0 1-0-0J Scale=1:62.4 4.00 12 1 qx6 - 3 25 3x4 = 26 4 27 28 29 2.3 II 3x6 = 5 630 31 32 2x3 II 4x4 = 733 34 35 8 4x4 — 9 10 11 d 18 36 37 17 38 16 39 15 4041 42 14 4313 12 3x4 = 2x3 II 3x4 = 3x6 = Sx6 = 3x4 —3x6 = 3x4 = 3x4 = 5-0 I 101 2on 35-0-0 5-0-0 Rt 111 _I Plate Offsets (X Y)— t3:0-540-2-0I LOADING (psf) SPACING-' 2-0-0 CSI. DEFL. in (too) I/deb Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.41 VerQLL) 0.11 17-18 >999 360 MT20 2441190 TOOL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.14 17-18 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.53 Horz(CT) 0.03 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 1461b FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid calling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpt 4-15 REACTIONS. All bearings 0-8-0. (Ib)- Max Horz 2=96(LC 7) Max Uplift All uplift 100 lb or less atjoint(s) except 2=536(1_C 8), 15=-846(LC 8), 14=-555(LC 8), 10=-314(LC 8) Max Grav All reactions 2501b or less aljoint(s) except2=787(LC 17), 15=1322(LC 1), 14=927(LC 1). 10=506(LC 14) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD. 2-3=-1773/1106, 3-4=-1406/944, 4-6=304/595, 6-7=-304/595, 7-8=304/595, 8-9=-702/344, 9-10=-719/323 BOT CHORD 2-18=-96211659, 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=-1063/625, 8-12=-115/265 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf, h=12ft; B=45ft; L=50ft; eave=6ff; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This buss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom, chord and any other members. 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 536 It, uplift at joint 2, 846 Ib uplift at joint 15, 55516 uplift at joint 14 and 314 lb uplift at joint 10. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 257lb down and 341 lb up at 5-0-0, 1001b down and 129 Ib up at 7-0-12, 100 lb down and 1291b up at 9-0-12, 10016 down and 129 lb up at 11-0-12. 100 lb down and 129 lb up at 13-0-12, 100 lb down and 1291b up at 15-0-12, 100 Ib down and 129 Ib up at 17-0-12, and 100 lb down and 129 Ib up at 19-0-12, and 100 lb down and 12916 up at 21-1-4 on lop chord, and 83lb down at 5-0-0, 39 lb down at 7-0-12, 39 lb down at 9-0-12, 391b down at 11-0-12, 391b down at 13-0-12, 39 Its down at 15-0-12, 391b down at 17-0-12, and 39 lb down at 19-0-12, and 391b down at 21-1.4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Walter P: RnrFENe121I* MiTek IISA;InG. FLCen 61 !8904 Parke Eaet BIvd.-Tair FL' 33810' March 22,2018 AWAItMNQ-verify, design parameters dREAD NOTES ON THIS AND INCLUDED MIfIXREIF1? NCEPAW M9-703 rev. 10032015 BEFORE LIM Design valid for use only with UuTelAa connectma. This design Is based ony upon parameters sM.. end is (.,an IMividual bantling component, not ��• a WO system. Before use. De buiding des'gner must verify the spplioabild F of design parameters and propedy incorporate this design into the ovemll -•Y bdidingdesl9n Bmdngindiratetlistopreventbuc iMoflndividualbusswebarsl/orMo membenanly. Additi ltemWmgandMe mMbmcirg MiTek' Is als ays repulred for stability and to pmvem collapse Wth possible personal inlu,rard pnopaM damage. Forgeneml guidance regarding are fabrication. storage, delivery, erection and trading dvl sas and miss systems, we ANSITPlf Quality Criteria, DSBA9 and SCSI Building Component 6904 Parke East Blvd. Safety Infmmni evallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Nexandria, VA 22314. Tampa, FL W610 Tw 55 Truss Ply Mob oty T13569638 324 GRB SPECIAL t Job ReOferen a (opt'ona0 Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MITek Industries, Inc. Thu Mar 22 09:10:352018 Page 2 ID:_kGGCA6ba7i2Sy1 HDXFw7ye3KK-?hE3HS4g4ixV49aUPR2bVrwmXV6MBjtPS?LblFzYQkV LOAD CASE(S) Standard 1) Dead t Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-54, 3-8=-54, 8-9=-54, 9-11=-54, 19-22=-20 Concentrated Loads (lb) Vert: 3=-160(F) 18=-45(F) 25=-60(F) 26=-60(F) 27=-60(F) 29=-60(F) 30=-60(F) 31=-60(F) 32=-60(F) 33=-60(F) 36=-13(F) 37=-13(F) 38=-13(F) 39=13(17) 40=-13(F) 41 =-1 3(F) 42=-1 3(F) 43=-1 3(F) AWA NG-Vedfydasrgnpmamem .r RPADNOMSON7MSANOINCLUDm MIIEKREFERENCEPAGEUX7473ray.1"=15BEPo USE Design valid for use only with MTeMmmo ore. This design- is based only upon parameters stawn, and Is for an individual building component, not a truss system. Boom use, the bugtliig designer must verilythe applicability of design paametes and pmpedy incorporate this design Into the overall bulkingdesign. Bating indimted is to preventbuMig of Individual muss web aiMlor Nord members only.Additbnaltemmseryandpemamentbraung M!Tek' Is alsmys required for stability and to prevent collapse with possible personal Injury and propedy damage. Forganealguidaroam,rdirgthe fabdmtlor. stnmge.delivery,erection and trading of busses and buss systems,see ANSN7PI1 Duality Crlterta, DS"9 and BCSI BWIdIng Component 6904 Parka Felt Bh_d. Sslerylnformation available"m Truse Plate lnshMe,216 N. Lee StmeL Suite 312.Aleeandda, VA22314. Tampa, FL 36610 Job Truss Truss Type Oty, THE ROYALE �Ply T13569639 m11324 GRC HIP 1 1 Job Reference (optional) Ubambers Truss, Inc., Fort Pierce, FL 5,1305 Mar 112018 MiTek Industries,Inc. Thu Mar 2209:10:372018 Pagel 4.00 12 Sx8 MT18HS = 3 2x3 11 3x8 = 3x8 = as 11 23 24 25 4 26 27 285 6 729 30 31 32 Sx8 MT18HS = 8 Scale=1:60.3 16 33 15 14 34 35 36 37 13 38 12 39 11 3x5 = 2z3 11 3x8 = Bx10 = 6x10 = 3.6 = 2x3 II 3x5 = MMF 1330 I 2L4-0 27-0-0 [ 35-0-0 Plate Offsets (X Y)— 13:0-5-40-2-81 [8:0-5-4,0.2-8] LOADING last) SPACING- 2-0-0 CST. DEFL. in (loc) I/dell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.71 Vert(LL) 0.22 11-22 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.31 13-14 >830 240 MT18HS 244/190 BCLL 0.0 ' Rep Suess nor NO WB 0.79 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 1571b FT = 0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except' 4-14.7-13: 2x6 SP No.2 REACTIONS. (lb/size) 2=412/0-8-0, 14=3582/0-8-0, 9=1192/0-M Max Horz 2=-109(LC 6) Max Uplift 2=.299(LC 8), 14=-2133(LC 8), 9=-764(LC 8) Max Gmv 2=423(LC 17), 14=3582(LC 1), 9=1194(LC 18) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-9-3 act bracing. WEBS IRow at midpt 1 3.14.5-14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-377/225, 3A=-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; Vu11=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); 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 load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 299111 uplift at joint 2, 21331b uplift at joint 14 and 764 lb uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 182 lb down and 312 lb up at 8-0-0, 1071b down and 173 lb up at 10-0-12, 10716 down and 173 lb up at 12-0-12,107111 down and 173 lb up at 14-0-12. 107 lb down and 173 lb up at 16-0-12,1071b down and 173I11 up at 16-11-4,107 lb down and 173 It, up at 18-11-4, 107111 down and 173 It, up at 20-11-4, 107 lb down and 173111 up at 22-11-4, and 107111 down and 173111 up at 24-11-4, and 182 Ito down and 312 lb up at 27-0-0 on top chord, and 411 lb down and 242 Ib up at 8-0-0. 79 lb down and 1 Ib up at 10-0-12, 79 Ib down and 1 III up at 12-0-12, 79 It, down and 1 Ib up at 14-0-12, 79I11 down and 1111 up at 16-0-12, 79I11 down and I lb up at 16-11-4. 79I11 down and 1 Ib up at 18-11A. 79 lb down and 1 III up at 20-114, 79Ib down and 1111 up at 22-11-4, and 79I11 down and 1 to up at 24-114, and 411 Ito down and 242lb up at 26-11-4 on bottom chard. The designtselection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Walfer P. Punt PE Nc]2878: ;Mi1ak UKIM`C. FCC4d 6634 9904 Parka Fart Blvd:TempaFL33610 March 22,2018 _Onnnued On nano 2 AWARMND-VW& devottee Meareafon and READ NOTES ON. MIS AND INCLUDED MmEK REFENENCEPABE 114g-7473 rev. 1"=15 BEFORE USE Design valid for use only went fATek® connectors. This design is based only upon parametem shown. and Is for an Individual building component, not a mass system. Before use, fl a building designer must very tba applimbiliy of design parameters and properly Incorpoode We design Into the overall building design. among Indicated is to prevent buWiig of lndyidual Jones web anElordwrd members only. Additional temporary and permamint bracing MiTek" ise." amiulred for smb114y antl to prevent coilapsewitb possible personal injury and papery damage. Forgenemlguidancereganargtba hbdoWmsWmge,dellsery,em 6noMbmcingoflasseswd Wsssystems,see ANSI?P/f Oua/ay onion, DSB49 and SCSI Building Component 8904 Parke Eesl BW. Sarey Inhrmation available Iron Truss Plate Institute. 218 N. Lee Street Suite 312. Alexandria, VA 22314, Tampa, FL 36610 m Truss Type Oly, Pl T13569639b324 not HIP 1 1 Job Referenw o lional Unambers Truss, Inc., Fort Pierce, FL 8.130 a Mar 112018 MiTek Industries, Inc. Thu Mar 2209:10:37 2018 Page 2 ID._kfGCA6bx7j2Sy1HDXFw7ye3KX-x3Mgi864cKBDFTksWs53du?l EJjDfZUYJgiN7zYOkW LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-8=-54, 8-10=-54, 17-20=-20 Concentrated Loads (Ib) Vert: 3=-126(B) 6=107(B) 8=-126(B) 15=50(B) 16=-411(B) 1 1=41 1(B) 12=-50(B) 23=-107(B) 25=-107(B) 26=-107(B) 27=-107(B) 28=-107(B) 29=-107(B) 30=-107(B) 32=-107(B) 33=50(1]1) 34=-50(B) 35=-50(B) 36=50(121) 37=50(B) 38=-50(B) 39=-50(5) AWANNIND-VerNxdaslgnparemetmaendB DNOTESON.7NISANOINCLUOm MNENREFFFENCEPAWE 7n3nm, 1041 2a15BEFOBEUSE Design valid for use only with MTeWconnecfare. Thla design is based only upon Parameters slwwn, and is for an moM dual building co nsoneN, not ��• a tmaa system. Before use, the bupdirg designer must veriy the applicability of coal, promoters moters and property incorporate Mis real, Into the overall ■�Y bddingdesign. BraungWilcatedistopreventbucklingofindividualWas web aM/mchordmembers only. Additionaltampormyandpemarentmcdng MiTek' is allays regulmd for stability and to prevent collapaewith Possible Persmal injury and propery damage. Forgenemlguidanceregarding Ne fabdcatlon, stomga. deimery, erection err bmdng of Wsaes end Wee systems, see ANSWPIl Qualify Creeds, DSB49 and SCSI Building ConaPonenl Sarety mannaflon available from Tmss Plate Institute, 218 N. Lee Street, Suite 312,Alexandda. VA 22314. 6904 Parka East Blvd. Tampa, FL 36610 Job Truss Truss Type Oty Ply THE ROYALE T13569640 mi1324 Ji MONO TRUSS 2 1 b Reference ti 11 russ, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industnes, Inc. Thu Mar 2209:10:37 2018 Page 1 ID_kfGCA6bx7j23y1HDXFw7ye3KX-x3Mgi864cKBOFTksWs53du7AcJtOIIjiYJgiN7zYOkW -1-0-0 1-0-0 3x4 = scale =1:6.1 LOADING (psf) SPACING- 2-M CSL DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(L-) -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 lncr YES WB 0.00 Horz(CT) 0.00 4 Na We BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 5lb FT=O% LUMBER - TOP CHORD 2x4 SP N0.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=9/Mechanica1, 2=118/0-8-0, 4=0/Mechanical Max Horz 2=48(LC 10) Max Uplift 3=-4(LC 7), 2=-140(LC 10) Max Grav 3=11(LC 15), 2=118(LC 1), 4=17(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh, h=12ft; S=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-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 41b uplift at joint 3 and 140 lb uplift at joint 2. Walter P. Finn PE No.32639, IAiTek USA,Inb. FCf g634 Cor 6904 Parke East Blvd.. -Tampa FL 33610- Date- March 22,2018 AWARNINO-Verrydesl9npore.a halt NOMSONTMSAND/NUUDEDMr/ENREFERENCEPAGEM W3mv, lW32015BEPoREUSE Designvalidkruseonlywith MiTe borrectors.Thisdesign sbased onyupon parameters shows,and ieloran individual building componera, not �'• a truss system. Before use, the means designer must verify Ne applicability of design parameters and praised,, incamomte Nis design into the overall bulldingdesign. among indicated] istopmventbuciditgolindividualbussweband/orfJWldmembers only. AddidonalteraWraryandia mammbracing MiTek' is alvrdys required farstsbllilyand to Prevent Milanese with Possible personal inlary and property damage. For9eneretguldxnceregardirgtha fabMatian.storage,delivery,eredionaM bradng of trusses and true systems, eee ANSWPIf OueOry Cnteda,DSB-a9and BCSIBuilding Component Salary &dWmetlon available hom Truss Plate Institute, 218 R Lee Street, Suite 312.Mexandde, VA 22314. 59o4 Parke East Blvd. Tampa, FL M61D Job Truss Truss Type Oty Ply THEROYALE T73569fi41 M11324 J2 MONO TRUSS 4 7 Job Reference o tional wemoea truss, m0., ran rlerce, rL 8.130 s Mar 112018 MiTek industries, Inc. Thu Mar 22 09:10:38 2018 3x4 Scale = 1:7.8 2-D0 LOADING (pso SPACING- 2-M CSI. DEFL. in (too) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.18 Vert(LL) -0.00 7 >999 360 MT20 2441190 TOOL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 8lb FT=0 LUMBER- BRACING- - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-" oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 3=37/Mechanical, 2=141/0-8-0, 4=23/Mechanical Max Horz 2=67(LC 10) Max Uplift 3=-28(LC 10), 2=-136(LC 10), 4=-3(LC 7) Max Grow 3=42(LC 15), 2=141(LC 1), 4=31(LC 3) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(I1b) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; A=1211; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) a This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to buss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 281b uplift at joint 3, 136 lb uplift atjoint 2 and 3 lb uplift at joint 4. Wafter P. Fini1 PE Ne.33339; TAT& USA,1ne. FL 06R 663C �9904 Parka East BNtL.Tamp tFL 336t0- 0at :i March 22,2018 AWARNINO-Ver/ydasrgnpa2mefan mMREAD NOTES Oaf1NlS AND INCLUOm MRIX REFERENCEPAGEM0.]I13mv. fab32a16BEFORE USE Design valid for use only wah MmeW caret dors. This design is based only upon pa2meters shown, and is for an individual tuading component, not ��- a truss eyBehan,fire e. Befouse, bustling designer must venly the epplicablIiy m of design xuaeters and propery Incorporate be design into the overall bulldingdesign. Bracing Indicated is to prevent bucMing of Individual trues web aMfor chord members only. McitionaltemporaryeMpermanentbmadng MiTek' Is always required for staDlaty and to prevent collapse with possible personal injury and property damage. ForgeneralguldenceregaNitgthe fabrication, -donors.delivery. erectbn and trading of bases and buss systems, we ANSM11 Oualiy(bleda, DSB49 and BCSI Building Cmponeof Sefefylnformagon evaIlBblo 1mm Tnae Plate Institute, 218 N. Lee Street, Suite 312.Nwanalb. VA22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type I Qty Pry THE ROYALE T13569642 m11324 J3 MONO TRUSS 2 1 ' Job Reference o donal Chambers Truss, Inc., Fort Pierce, FL 8.l30 s Mar ll 2Ol8 MiTek industdes. Inc. Thu Mar22 09:10:382018 3x4 = Scale =1:9.4 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefi L/d PLATES GRIP TCLL 20.0 Plate Grip COL 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 Stress Incr YES WB 0.00 Horz(CT) -0.00 3 We n/a BCDL 10.0 Code FBC2017/rP12014 Matdx-MP Weight: 11 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP Na.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=64/Mechanica1, 2=173/0-8-0, 4=37/Mechanical Max Hurz 2=85(LC 10) Max Uplift 3=-54(LC 10), 2=-147(LC 10), 4=-4(LC 10) Max Grev 3=70(LC 15), 2=173(LC 1), 4=50(LC 3) _ FORCES. (Ib) -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=4.2psf; BCDL=3.0psf, h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Extedor(2)zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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 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 54 lb uplift at joint 3, 14716 uplift at joint_ 2 and 41b uplift at joint 4. Walter P. FinnPENb:2i9i9, MiTek USkI6 . FL Cart6634 %6904Parko East Bhd.�TemppFC3761b' Dabr. March 22,2018 AWA NG•VerHyde ,.P amefersondR DNOTESON.T ANDI=UDFDMIFEKRFFEBENCEPAGEM.W3rev. 16'a3Qa15BEFOREUSE �'' Daslgn valid for use onty with MTekfitoamedors. This design is based orly upon parameters slrown, and is for an individual building cpmponam, not a truss system. Before use, dints building designer must verify the applicability of design parameters and property Incorporate this design Into the overall bullangdesign. Bracing Ntlicatetlistoprevent bucilgofindividual trusswebaM/orcLordmembers only. Additionaltemporaryandpermanembacing MiTek' 13 elweys recuhed fors !Airy and to preventcollapse with passible personal lniuryand property damage. Forgenerelguldanoeregardirgthe fabrication, Senate,delivery, erectionaM bracingofbusses and busssystems,sea ANSI/riolf Qualgy LY/lodo, OSE49 and BCSI Building Component 6904 Parke East Blvd. SalaryM10vorallon availalubfmm Truss Plate Institute,218 N. Lee Street. suits 312.Aaxandda,VA223I4. Tampa,FL aa61a Job Truss Truss Type Ply ROYALE T13569643 m11324 J4 MONO TRUSS �Qty 4 1 [HE b Reference (optional) u mar«uu:maa<Vw rages lD _kfiGCA6bx7j2Sy1 HDXFw7ye3KX-tSUa7g7L7xRxUmuFeH7Xjd5So6UM7eD7?dJpROzYOkU Scale =1A 1.1 3x4 = 4 LOADING (ps1) SPACING- 2-0-0 CSI. DEFL. in (Joe) I/deb Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.39 Vert(LL) 0.02 4-7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 SC 0.37 Vert(CT) -0.02 4-7 >999 240 BOLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 14 Do FT=0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 3=89/Mechanical, 2=206/0-8-0, 4=50/Mechanical Max Horz 2-104(LC 10) Max Uplift 3=-79(LC 10), 2=-161(LC 10), 4=-8(LC 10) Max Gmv 3=97(LC 15). 2=206(LC 1), 4=67(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf, h=12ft; B-05ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C 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 nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide Will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 791b uplift at joint 3, 161 Ito uplift at joint 2 and 81b uplift aljoint 4. Walter Is. Finn PE 46.22839, MiTek USi`Ine.FL 0eit 6614 6904 Parke Cast BNdrTampaFL 33610 Date:: March 22,2018 AwARN1NO- Verify, design Paremeteas ordAEAD NOTES ON MS AND INCLUDED M1rEK REFERENCE PACE Mg-7473 rev. 100=159Ee0RE USE Design valid for use only wNc MITeIall) mmecfors. TNs design is based only upon is mmeters st and Is for an individual building communed. not a buss system. Before use, the buldiig designer must verify the applicability, of design pammeters and pmpady Incorporate this design Into Me overall bulldugdoegn. emdng indicated is to prevent Welding of individual Wes web and/or chord members only. Additbnaltemponryandpemamntbmdng MiTek' Is always reguieedfor stability and to prevent nollapsewiN possible personal injury and pmpedy damage. Forgen miguidanoeregardirgtbe retread... storage. delivery, Meationend baidngoftnsses and busssystems,see ANSVPlf Duality Canada, DS949 and BCSIBuIId/ng Component Safey Inlormalson erasable hom Truss Plate InsbMe, 218 N. Lee Sbeat Suite 312.Asoaadrla, VA22314. 6904 Parka East Blvd. Tampa, FL W610 Job Truss Truss Type Ory Ply T73569644 m11324 J5 MONO TRUSS 11 1 �THEROYALE Job Reference (optional) wamoers truss, mc., ron tierce, rL 3x4 = a.13U s Mar 11 ZU18 MN ek Industries, Inc. Thu Mar 22 09:10:40 2018 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-Le2yKABzuFZo6wTRC_emFWdZeWIRs5TBEH2MzSzYOkT LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Ven(LL) 0.06 4-7 >939 360 TCOL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.06 4-7 >964 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC2017TIPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=115/Mechanica1, 2=243/0-8-0, 4=63/Mechanical Max Horz 2=123(LC 10) Max Uplift 3=-104(LC 10), 2=-177(LC 10), 4=-9(LC 10) Max Grav 3=125(LC 15), 2=243(LC 1), 4=87(LC.3) FORCES. (Ib)-Max.Comp./Max. Ten, -All forces 250(lb) or less except when shown. Scale = 1:12.T PLATES GRIP MT20 244/190 Weight: 171b FT=0 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vul1=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; 13=45ft; L=50ft; eave=61t; Cat II; Exp C; Encl., GCpi=0,18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This buss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10416 uplift at joint 3, 177 lb uplift at joint 2 and 911b uplift at joint 4. Walter P,-FinnpE N633839; MiTek U9A,ln"e. FL Cad 8846 '6906 Parka 'atBNd: TampatF1.33610 �Dak: March 22,2018 AWARNING-Vedydesign PasmehnerrtlREADNOTESONTHISANDINCLUDOUff KREFERENCEPAGEM-7473rev. 16NY2a15 BE£OREfISE Design valid forum only with Warta mnnectom.This design is based only upon parameters shown, and Is for an individual building comporMenL not Nil'a truss system. Beforeuse, are building designermust very this the appiirabiiity of design parameters and properly Incorporate s design Into are overall buiidingdesign. BmdngNdieetedistopre entbucklirgofin3ndualWwmbar lorOoWmemb mony. AEditbnaltemponryandpemuneatbracing MOW Is aNmys required for stability and no prevent collapse with possible personal Wury and praperry damage. Forgeneml guidance regadirg Ore fabrication. storage, delivery. eraction and bracing of trusses and truss systems,see ANSUTPIIQuor/fy Cdleda,DS849andaCSl Building Component e904 Parka East Blvd. Sefeylnfarmedon avotabie from Truss Plate Institute, 218 N. Lee S reel Suite 312,Nexandda. VA 22314. Tampa. FL W510 Jab - Truss Truss Type pry Ply THE ROYALE T13569645 m17324 J6 MONO TRUSS 4 1 Job Referents (optional) Truss, Inc.. Fort Pierce, FL 3x4 = 8,130 a Mar 11 2018 MiTek Industries, Inc. Thu Mar 22 09:10:40 2018 Page 1 ID:_kfGCA6bx7j2Sy1HDXFw7ye3KX-Le2yKAezuFZo6wTRC_emFWdeEWts5T8EH2MZSzYDkT Stale = 1:14.3 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.11 4-7 >664 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Verl(CT) -0.11 4-7 >652 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 20 lb FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=142/Mechanioa1, 2=276/0-8-0, 4-70/Mechanical Max Horz 2=140(LC 10) Max Uplift 3=-129(LC 10), 2=-192(LC 10), 4=-8(LC 10) Max Grav 3=155(LC 15), 2=276(LC 15), 4=100(LC 3) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(I1b) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 ac bracing. NOTES- 1) Wind: ASCE 7-10; Vul1=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf, BCDL=3.Opsf; h=12ft; B=45ft; L=5011; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-041 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, 1921b uplift at joint 2 and 8 Ib uplift at joint 4. Walter P, Finn PENo32639. MiTek 6SA;1nc.FL Cart 6674 !6904 Parka East BNd �Tempa FL 33610 March 22,2018 AWARNING-V.Wde gnpammemnendREADNOMSONTN/SANDINCLUDWM/N-XREFERENCEPAWE 7Q3rev.lW=lSBE REUSE Design solid far use only wra WTOW connectors. This design 13 based any upon parameters slnwn, and is for an Infividual building comp re t, not a mis33ystem. Befnm use, as building designer must verily the applicability of design parameters and propery incorporate We design into the overall b,uldingdeslgn. Bmdng NdicetedistomventbuW!MofindNidual Wssweb.r .,chordmemberson,. Mclitbnaltemporaryax1pemmrentbmGng MiTek' Isalw py u4 df TSMUlalyandtoprev WilapseWffip mile Wmnallnlu andp nydamage. ForpressiguidanceregaNingm. fabrication. damage. delNary, eteUion arW bracing ufbussas and miss system3,see ANSIaPII Quality Crgeda, DS84?9end BCSl Building Component Sole tilshava ef/an evadable from Tmss Plate lnst!Mrt 21B N. Lee Street, Suite 312, Mexendda, VA 22314. 6904 Parka East BNd. , Tampa, FL 36610 Jab Truss Truss Type -ry Ply THE ROYALE T73569646 m77324 JB MONO TRUSS 71 i Job Refer(optional) frees, Inc., Fort Pierce, FL 30 8.130 s Mar 112018 MiTek Industries, Inc. Thu Mar 22 09:10:41 2018 Page 1 ID:kFvnsnOwY4192h0_nM3lc6ylJ9g.pmKYVJ9bfYhf142dii91okA m7HbYiRxovWuzYOkS Sale=1:17.7 Plate Offsets (X Y)— f2:0-0-14 0-141) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 FRep 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 ' Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MP Wmd(LL) 0.26 4-7 >368 240 Weight: 261b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=188/Mechanical, 2=348/0-8-0, 4=99/Mechanical Max Horz 2=178(LC 12) Max Uplift 3=-174(LC 12), 2=-226(LC 12), 4=-13(LC 12) Max Grav 3=195(LC 17), 2=348(LC 1), 4=141(LC 3) FORCES. (Ita) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. BRACING - TOP CHORD. Structural wood sheathing directly applied or 6-M oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=59ft; L=36ft; eave=5ft; Cat. 11; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-0 to 2-7-3, Interior(1) 2-7-3 to 7-10-4 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-" 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) Providemechanical connection (by others) of truss to bearing plate capable of withstanding 1741la uplift at joint 3, 2261b uplift at joint 2 and 131b uplift at joint 4. Walfei P. Finn PE NB.22879; MIT9k U9A,lna. FL C6rt Nail !4904 Parka East Blvd. -Tampa FL 93s10 Dala:. March 22,2018 AWARNING- Vadfydoslgnpareselam and READ NOTES ONTNISAND INCLUDEDMrrEKREPFRENCEPAGEM0.7V3mv 1003QO1SBEFOREUSE. Design valid (cruse only Win k4Tek®mtmedom. This design Is based any upon parameters shovm, end is fora. Individual building mmporeM, not �'• a tmss system. Before use, the building designer must vent' be applicability of design paramefere and premrly, boorpomtu Nis design imothe overall buldingdesiga grading Indicated isle preventbuckliig oflMividualtmsswebandlorchoml members only. Addieoaltempomryandpsmanentbrecing Mel( allays required for sibbi ly and to prevent collapse wiN possible personal injury and prre operty damage. Forgerel guidanceregaNirg Ne fabdadon. storage, delivery, ereebn and amusing of Mass and buss systems.sae ANSnPlr Qualify Cdfeda, DSB49 and SCSI Building Component Safely Informagon available born Tmss Plate Insabro.218 N. Lee Street Suite 311, Alexandda, VA 22314. 6904 Parka East BNd. Tampa, FL W610 Jab Truss Truss Type - Ory Ply THE ROYALE T13569647 m77324 JA MONO TRUSS 2 1 Job Reference fopfonall Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Mar 22 09:10:41 2018 Page 1 ID _klIGCA6bx712Sy1 HDXFw7ye3KK-pmKYW9bfYhfl42dli9?okAs=DBbYilTxovWuzYOkS -1-0-0 24-3 1-0-0 2- 3 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (roc) I/deb L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hoa(CT) -0.00 3 n/a nda BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOTCHORD 2x4SPNo.3 REACTIONS. (Ib/size) 3=45/Mechanical, 2=150/0--0, 4=28/Mechanicel Max Horz 2=73(LC 10) Max Uplift 3=-37(LC 10). 2=-139(LC 10), 4=-4(LC 7) Max Gran, 3=50(LC 15), 2=150(LC 1). 4=37(LC 3) FORCES. (Ib) -Max. Comp./Mac. Ten. -All forces 250 (Ib) or less except when shown. Scale =1:8.3 PLATES GRIP MT20 2441190 Weight: 9lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. 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; save=6ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift aljoint 3, 1391b uplift at joint 2 and 4 Ib uplift at joint 4. Walter P. Finn PE No.27l3B; MiTak USA, Ina: FCCrtt BU4„ 1904 Perko Eest BNd: Tampa FL J261 B' brta: March 22,2018 AWARNING-Varlydeslgnlaramefensandf?A NOTES ON TNISANDINCLUDIDMRENREFERENCEPAGEMl47Ir3rav, 1"=158EFOBEUSE Design vend for use only wilt)MiTeW ammemors. This design is based a* upon Parameters shown, and Is for an individual building ooir onam, net �'- atrusssystem. Before use, the building designer must we the applimbilily of design pammeters and properly Ino,exmte this design into the overall boldingdesign. Bmdngindi=tWistopreventbualingofindivWwllmsswebandforay memb mmly. Additroneltemporeryandpermanentbadng MiTek* Is atasys moment Mr stalolity and W Prevent celame WAh inesdible personal injury and pmpurty damage. Forgenemlguidencere,;mdirgme Mbdcado.drudge. dedvey, erection and bmdng of basses and truss systems, see ANSVrP11 Dually Criteria. DSB49 and SCSI BulidIng Component 6904 Parke East BIA. SufetylnMrmat/on available from Truss Plate Ins9Me, 218 N. Lee Sbeet Suite 312, Nesandda, VA22314. Tampa, FL W610 Job Truss Truss Type Ply THE ROYALE T13569648 m11324 JB MONO TRUSS 2 2 1 Job Reference (optional) Unambers nud s, Inc., Fort Pierce, FL 8.13D a Mar 112018 MiTek Industries, Inc. Thu Mar 22 09:10:42 2018 Scale =1:12Z 3x4 = 4 LOADING (psf) SPACING- 2-0-0 CSt. DEFL. in (too) /deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Ven(LL) 0.10 4-7 >645 360 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.07 4.7 >898 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 Horz(CT) -0.00 3 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=127/Mechanical, 2=269/0-8-0, 4-63/Mechanical Max Horz 2-114(LC 10) Max Uplift 3=-109(LC 10). 2=-206(LC 10), 4=-0(LC 10) Max Grav 3=127(LC 15), 2=269(LC 1), 4=90(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 19111 FT=0 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purge. BOT CHORD Rigid ceiling directly applied or 5-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf, BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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 1091b uplift at joint 3, 206 Ile uplift at joint 2 and 6 lb uplift at joint 4. Walfai P. F imn PE No79839; MiTek USA;1ne. FL Cert660d :6904Parke East Blvd:TampaFL3361P Date:: March 22,2018 AWARMI-Vedlydaslggporame.p READNOMSONTNISANDMUUDEDMl1FJ(REFERENCEPAWRM la3..1dDY101SBEFOREUSE Design valid foruae only with MiTekd, connectors. This design Is based onry upon parameters shown. and Is for an IMividual budding componend, not wit mass assume. Before use, me budding designer must verity the applicabday of design panimeters and property incorporate this design Into tire ovemll buildingdesign. Bracing Indicated Is toprerentbpcMlrgof individual truss web and/orrdordmemberscNy. Addoonaltemporaryandpermarentbmtlng MiTek' is always required for stability and to prevent collapse with possiUe personal injury and property damage. For general guidance regarding Me fabdwtion, Storage. delivery, erection and bracing of busses and truss systems, we ANSIRPll Quality Crinde, DS849 and SCSI Building Component 690 t Palle East BNd. Selelyln/ormedon e.esble fmm Truss Plate Institute, 218 N. Lee Street, Suite 312. Atesandr1.. VA 22314. Tempe, FL 36610 Job Truss Truss Type Cry Ply ROVALET13569649 m11324 JC MONO TRUSS 2 1b FE Reference (optional) Chambers Truss, Inc., Fart Pierce, FL 8.130 a Mar 11 2016 MITek Industries, Inc. Thu Mar 22 09:10:43 2018 Page 1 ID: _k0GCA6bx7j2Syl HDXFW 7ye3KX-mDj5zBArBAxNzOBOt7BTt9FC5kwg3SCawFHOamYOkO 3.4 = LOADING (pso SPACING- 2-M CSI. DEFL. in (loc) /dell Ud TCLL 20.0 Plate Grip COL 1.25 TO 0.18 Vert(LL) -0.00 5 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Verl(CT) -0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WS 0.00 Horz(CT) 0.00 4 Na rda BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=11/Mechanical, 2=119/0-8-0, 4=4/Mechanical Max Hom 2=50(LC 10) Max Uplift 3=-6(LC 7), 2=-138(LC 10) Max Grav 3=14(LC 15), 2=119(LC 1), 4=14(LC 10) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. PLATES GRIP MT20 2441190 Weight: 5lb FT=0 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-1-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; S=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide Will fit between the bottom chord and any other members. 4) Refer to 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 1381b uplift at joint 2. Scala =1:6.2 Walter P: Finn PE No.22939; WTpk USA,1noiFL ddrt WU. 6904 Parke East BNd?empa FL33610 baroi: March 22,2018 AWARNING-V4dlydeslgnpommermaondN NOTES ON MIS ANDINDLUDWWElr REFFRFNOEPAGEMbrg3nrv. 10'OY1015BEF0FEUSJE Design valid for use odywitb MTek® mnneRors. This design is based only upon parameters shown, and Is for an irgividual building componsirt, not a buss system. Before use, the building designer must venly the appliralotity of design pammetem and properly Inco,somfe this design into the oversli buildhgdaugn. Bmdng indicated late prevent Wd,lrgofio1wnual bussweband/orMON members only. Additionatempararyandpermanameadng MOW is always mquitedfor stability aria to pmverd collapsewith possible personal lnfury and mparty damage. ForganamiguMencSra,melinglhe fabdwton, sbmge, delivery, erection and Bmdng olbussas and was systems, see ANS11711e110ua11ry Crifeds, DS949 end SCSI Building Component 6914 Parka East BIA. Soferylnbrmatlon available fmm True Plate Institute, 218 N. Lee St L Suite 312,Alexandda. VA 22314. Tampa, FL M610 Job Truss Truss Type Oly Ply THE ROVALE T13569650 m11324 MONO TRUSS 1 1 Job Reference (optional) Chambers Tmss, Inc., Fort Pierce, FL 3x4 = 8.130 a Mar 112018 MITek Indushies, Inc. Thu Mar 22 09:10:43 2018 Page 1 ID _k6GCA6bx7j2Syl HDXFw7ye3KX-mDj5zBArBAxNzOBOt7BTt9F9Wks73SCawFHOanzVDkO 2.83 12 LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.09 4-7 >923 360 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.15 4.7 >563 240 BCLL 0.0' Rep Stress lncr NO WB 0.00 Horz(CT) 0.00 2 r/a r/a BCDL 10.0 Code FBC20177TP12014 Matdx-MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=194/Mechanica1, 2=233/0-11-5, 4-94IMechanical Max Hem 2=109(LC 8) Max Uplift 3=-174(LC 8), 2=-191(LC 8) Max Grav 3=198(LC 13), 2=233(LC 1), 4=133(LC 3) FORCES. (Ib)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:15.7 PLATES GRIP MT20 2441190 Weight: 23 lb FT=0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph(TCDL=4.2psf, BCDL=3.Opsf, h=12ft; S=451t; L=50ft; eave=6ft; Cat. II; Exp C; Encl.,GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174111 uplift at joint 3 and 191 to uplift at joint 2. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (fill) Vert: 1-2=54 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-3=-95(F=-20, B=-20), 5=0(F=10, B=10)-to-4=-35(F=-8, B=-8) Walter P. FInnFE Nba2629', MlTek USA; ldc.FC Cart663d :69U Parke East BlvitTempa FL`33610- D�a:: March 22,2018 AWARNINO- Vodrydo V9npararvemre andREADNOTES ON WMMDINCLUDO MREHRFFERENCEPAGEMlb74T3n:v. 1a'03f2015BEFOREUSE, Design valid for uee COY with MI Cormectom. This design is based only upon parameters shovm, and is foran individual building Component, not ��• a truss system. Before use, the bottling designer must verify the applicability of design parameters and properly incerporale Nis design [Me the overall buildingdesgn. gadingindicated Istoprevent buclongofindividual bussvmbendlerchodlmembemonly. AAtlitionaltempoam ryandpeametbacing MiTek' Is always required for slabiliy and to prevent collapse With possible personal Injury end property damage. ForgenealguidanceagaNingthe bbdwtion,stomge,delivery,earl*nandbmdngoftruseesandbusssysteme,see ANSWICH Duality Criteria, DSB49 and Best Building Component 6904 Parke East Blvd. Salefylnlemuflon available from Truss Rate Institute, 218 N. Lee SUae4 Suite 312.Alexandda, VA 22314. Tampa FL M610 Jab Truss Truss Type pry Ply THE ROYALE T73569651 is 324 KJB MONO TRUSS 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MITek Industries, Inc. Thu Mar 22 09:10:44 2018 Page i 10 13 3x4 = 2.63 12 14 3x4 12 f'IFIIIIIll 15 Scale* 3x4 = 5 7-2-7 &10.5 0-2 LOADING (pat) SPACING- 2-M CSI. DEFL. in (toe) I/deg L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(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 Incr NO WS 0.35 Horz(CT) 0.01 5 n/a n1a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 441b FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or6-M oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 9-10-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=90/Mechanica1, 2=465/0-11-5, 5=409/Mechanical Max Hors 2=178(LC 8) Max Uplift 4=91(LC 8), 2=332(LC 8), 5=223(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown. TOP CHORD 2-3=-875/541 BOT CHORD 2-6=535/842, 5-6=-535/842 WEBS 3-0=11287. 3-5=-923/587 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of imss to bearing plate capable of withstanding 91 lb uplift at joint 4, 332 lb uplift at joint 2 and 223 lb uplift atjoint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 61 lb up at 2-11-0, 381b down and 61 Ill up at 2A 1-0. 81b down and 1061b up at 5-8-15, 8 lb down and 106 lb up at 5-8-15, and 421b down and 145 lb up at 8-0-14, and 42 Ib down and 145 lb up at B-6-14 on top chord, and 31 lb up at 2-11-0, 31 lb up at 2-11-0, 11 lb down and 31 Ib up at 5-8-15, 11 Ib down and 31 lb up at 5-8-15, and 31 lb down and 1416 up at 8-6-14, and 31 lb down and 14 lb up at B-6-14 on bottom chord. The design/selection of such connection device(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 4 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=.54, 5-7=-20 Concentrated Loads (lb) Vert: 10=80(F=40,B=40)11=-5(F=-3,B=-3)12=-83(F=-42,.B=42)13=14(F=7, B=7)14=-21(F=-11,B=-11)15=-50(F=-25, B=-25) ' Waltei P: FinhFE No1183B; MITex USd,1ne:. FCCVt 6634, !6904 Parka East 8Nd:TampaFL33810 Data:: March 22,2018 A& WARNING- VerirydesfanpammarasswelE NOTES ON MISANDINCLUDEOM MAUsFERENCEPAOEAN-7473.. 161XV2015BEFONE USE Design valid fie we.dy with MinaW commelors. This design Is based only upon parameters shown. and is foran indivdual building epmponen( not a truss system. Befom use, her building designer must verify the applimbiliy of design parameters and pmpody Incorporate this design into the ovemr buldingdesign. BmWg Indicated is to prevent buckling of individual here web prover chord members only. Additlonaltemporagwdpormanumbmcing MiTek' Is aMaya mgulred for stability and to prevent collapse with possible personal injury and pmpoM damage. ForipmeralguidanceregaNirgtlre fabticadon,storage,delivery, erection and bracing oftmsses and rose systems,sea ANSINPll Quality Criteria, OSB49 and Best Building Component 6904 Parka Fast Blvd. Saferylnromneflon available fmm Truss Plate InsgNte, 218 N. Lee Sbeet Suite 312. Alexandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type Ply THE ROYALE T73569852 m11324 KJA MONO TRUSS �Qty 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Mar 22 09:10:44 2018 Page 1 ID_k5GCA6bx7)2SyiHDXFw7ye3KX-EQHTAXBTyT3EaXmCRgjiQMoML7Eeov5k9Oa6DzYQkP 1-2-9 6-0-4 1-2.9 6-0-4 Seale=1:13.6 3x4 = 8-0-4 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.04 4-7 >999 360 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.07 4-7 >974 240 BCLL 0.0 Rep Stress lncr NO Will 0.00 Horz(CT) 0.00 2 ma n/a BCDL 10.0 Code FBC2017[TP12014 Matrix -MP Weight 20 lb FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or6-" Do puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (Ib/size) 3=142/Mechanical, 2=181/0-9-11, 4=69/Mechanical Max Hoe 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. (to) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mpi (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf, h=12ft; B=45ft; L=5011; eave=6ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 par bottom chord live load nonconcurrenl with any other live loads. 3) *This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12916 uplift at joint 3 and 1601b 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 (pit) Vert: 1-2=-54 Trapezoidal Loads (pro Vert: 2=0(F=27, B=27)-tc-3=-81(F=-14, B=-14), S=D(F=10, 11=10}to-0=30(F=5, B=-5) Walter P. Finn PE ND.12639, MITeX U3A, Inc. FCCart867d 6904 Park, East BhdTampa FL 3366 o-ero:. March 22,2018 AWARMND-Vedydeslgnpaanmtersond READNOMSONTNISANDINCLUDEDMffIXR ER£NCEPAGEM.7413.. 1"31,201SBPFOREUSE Design valid for use only whh MTek®mmrecNB. This design Is based only upon parameters Areas , and Is for on Individual building component, not �' a buss syslem. Before use, the building designer must verify too applicability of design parameters and pmpedy Incorpmffie this design Into the overall buildingdeslgn. Bmdngindicated istoprevent Welding ofIndividual trussweb andIr Ixd members only. Additbnxltemporeryandpermarentbrachng MiTek' Is always eximed for stability and to prevent collapse with p nebTs pemonal injury And propany damage. For general guidance regarding the fabdralka, ateree,deliververection AM leasing W busses entl buss cisterns,aea ANSIMPlt Quality Celleda, DSB49oad BCSl Building Component Se/elyln/ormeaon available from Tmss Plate Institute, 218 N. Lee Street Sulte 312,Alexandrla, VA 22314. 6904Parie East BNd. Tampa, FL 36610 Job Truss Truss Type cry Ply THE ROYALE T13569653 m11324 KJB MONO TRUSS 2 1 Job Rf (optional) Chambers Truss, no, For tierce, FL 3x4 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Mar 22 09:10:45 2018 Page 1 ID: kfiGCA6bx7j2Sy1HDXFw7ye3KX-icrrOtC6jnB5ChLP YExyaLZfXbOXMitOZm7fgzYOkO Scale=1:11.7 4-17-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) Wall L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.03 4-7 >999 240 BCLL 0.0 Rep Stress lncr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MP Weight: 171b Fr=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOPCHORD Structural wood sheathing directly applied or4-11-9 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=95/Mechanical, 2=148/0-9-11, 4=46/Mechanical Max HDrz 2=75(LC 8) Max Uplift 3=-84(LC 8), 2=-136(LC 8) Max Grev3=95(LC 1), 2=148(LC 1), 4=77(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=4.2psf; BCDL=3.Opsf, h=12ft; 13=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 psf bottom chord live load noncencurrent with any other live loads. 3) ' This buss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for 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 136 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 (plo Vert: 1-2=-54 Trapezoidal Loads (plo Vert: 2=0(F=27, S=27)-to-3=-67(F=-7, B=-7), 5=0(F=10, B=10}to-4=-25(F=-2, B=-2) Waltai P. FIm N6.3283_9 MIT6k USA; A. FLCoft 6634„ �69D4Pirko Eest BNd.TampaFB33610 Data:. March 22,2018 AWARNING-Vedry dW ntameness. awfREAD NOTES ON MS AND INCLUDED MIZEK REEEItENCEPAGEMD-7473 rev 1N0Y2015 BEFORE USE Design valid for use only with INTekO connectors. This design is based only upon parameters shown, and Is foran individual building component. not ��- a miss system. Before uee, the bottling designer mustvetlfy the applicability of design parameters and property incorporate this design into the overall building design, among imfleated is to prevent bucWingof individual truss web andrer chord members only. Addigonal tempotary and permanent leading MiTek' Is always required for staoliry and to prevent collapse with possible personat injury and em,terry damage. Forgeneml guidance regardi,g the fabrication. storage ,delivery. erection and bracing of busses and Inds, systems. see ANSIRPH QualityCnferfa, DSB49 and SCSI Building component SaferyInndrs adan available from Truss Plate Insgtute, 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Parke 6904 East Blvd. Tampa, R. 36610 Job Tmss Truss Type Cy Ply THEROYALE T73569654 ni11324 MV2 VALLEY 1 1 Job Reference (optional) Chambers Truss, Inc., Fad Pierce, FL 8.130 s Mar 11 2018 MITek Industries, [no. Thu Mar 22 09:10:46 2018 Page 1 ID: kfiGCA6bx7j2Syl HDXFw7ye3KK-AoPDbDDkU5JygrwbYFlAVngPmUGpylcDVgB6zYCkN 2-0-0 2-0 4.00 12 3x4 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Ved(LL) n/a - We 999 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) We - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HDR(CT) -0.00 2 n1a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=41/2-0-0, 2=30/2-0-0, 3=11/2-M Max Hom 1-21(LC 10) Max Uplift 1=-20(LC 10), 2=-30(LC 10) Max Grav 1=42(LC 15). 2=32(LC 15). 3=22(LC 3) FORCES. (Ib)-Max.Comp./Mac. Ten. -All forces 250(lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 5lb FT=0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-M oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. . NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Extedor(2)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 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M 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 20 lb uplift at joint 1 and 301b uplift at joint 2. Scale =1:6.1 Walter P: F16 PENo37B3B; MiTSX USA; Ino. FCC4rt 6834 6904 Parke East Bind Tampa FL`33610 bate:: March 22,2018 AWARMNG-Vedrydeslgnpamommus and READ NOTES ON MIS ANDINCLUDEDMIrIXRFFFftFNCEPAGEMII-103rev. iN MISBEFOBE USE Design valid for use only with Mmea COmredare. This design is based any upon parameters shown, and Is for an Individual building mmporent. net ��- a truss system. Before use, the building designer must veriy me aPNiomiliry of design parameters and prwarly inmryorete am design Into the overall building design. Bracing Indketed is to prevent bucltiing of individual truss web and/or chord members only. Additional temporary and pemmnentbraping MiTek- Is aWsia raquked for stadlity and to prevent collapse Win possible wesonal injury, and propeM damage. For geneml guldwea mgardirg me fabrication,storage. deWery erection and bracing of tosses and Wes systems. we ANSI/IPIf Doerlfy Colored, DSS49 end SCSI Sending Component Sarm erylnrmefam avoid to from Truss Plate Institute, 218 N. Lee Street Suite 312i Alexandria. VA22314. 6904 Parke Eest Blvd. Tempe, FL W510 Job Truss Truss Type Cy Ply THE ROYALE r T13569655 Im11324 MV4 VALLEY 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Mar 22 09:10:462018 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KK-AoPDbDDkU5JygnvbYFLAVntg FxvAGpy1 cDVgB6zYCkN 4.0-0 4.0-0 Scale =1:9.4 3x4 3x4 II LOADING (pat) 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 Incr YES Code FBC2017/TP12014 Ca. TC 0.37 BC 0.17 WB 0.00 Matrix-P DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) War Ud n/a - n/a 999 We - ma 999 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight: 12 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-M oc purlins, BOT CHORD 2x4 SP No.3 except end verficals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.. REACTIONS. (lb/size) 1=109/441-0, 3=109/4-0-0 Max Horz 1=56(LC 10) Max Uplift 1=-54(LC 10), 3=-72(LC 10) Max Grav 1=112(LC 15), 3=117(LC 15) FORCES. fib) -Max. Comp./Max. 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.Opsf; h=12ft; B=45ft; L=5011; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide Will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 541b uplift at joint 1 and 72 lb uplift at joint 3. Waller R FinnPENo37A7B: MiT4k USAInC: FL Cart 6634 6904 Parke East Blvd TampaFL33610 Oate:: March 22,2018 A -A ING-V.dfydestgnporamermendR DNOMSONMISANDINUUDFOMRFXREFERENOEPAGEM0.7473me i6'D=168EfOREUSE Design valid for use cNywkh Welke, wimectms. This design Is based only upon parameters sinvm, and is for an Mdividuel building component, not a truss system. Before use, me building designer must vestry to applioaNliy of design parameters and PraWdy Inocmo ate Nis design Mints overall buildingdesign. Bracing indicated is to seventbuckib,gdindMduaitvsswebardlorp onl members only. MditbnaitemWmryantlper metbmdng _ MiTek is ehvays required for Stability and to pmvent mAaxiewiN possible persmal injury and propeM damage. Forgenemlguidancemgardingthe fabrication, storage. delivery, era Lion and bracing of Weses and Imsa systems, see ANSI?PH Quality Ddreda, DSB49 and BD51 sending component 6901 Peke East Blvd. Sa/eylaMrmegon evagable fmm Tmse Plate InstiNte, 219 N. Lee Street. Suite 312, Mexentlde, VA 2231d. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 3I " Center plate on joint unless x, y �_1 offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. O'yifi r i T i For 4 x 2 orientation, locate plates 0- vid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION byIndicatedexin the symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice,for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System _6-4 8 dimensions shown ixteenths III (Drawings not too scale) 1 2 3 TOP CHORDS JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved �m W1 a MiTek® MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is ahwaysrequired. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or altemafive Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear lightly against each other. 6. Place plates on each face of truss at each joint and embed fully.. Knots and wane atjoint locations are regulated by ANSifrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSVTPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design, 14. Bottom chords require lateral bracing at 10 it spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.