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Home My WebLink AboutTRUSSe J� SCANNED " By M Re k®. r• Lumber design values are'ih accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: rn 1324 - THE ROYALE MITek USA, Inc. Site Information: 6904 Parke East Blvd.. I T p UL�361M0 el: Custo er, Info: WYNNE BUILDING CORPORATIN Project Name: 70' CARLTON, tt_ Lot/BI �k: Subdivision: Addre s: UNKNOWN City: S LUCIE State: FL Name ddress and License # of Structural Engineer of Record, If there is one, for the building. Namel License #: City: State: Gene,d I Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loadi g Conditions): Desig ,1 Coale: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind ode: ASCE 7-10 Wind Speed: 165 mph Roof ad: 37.0 psf Floor Load: N/A psf This p ckage includes 27 individual, dated Truss Design Drawings and 0 Additional Drawings. With �y seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet confor, s to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. geal# Truss Name Date No. Seal# Truss Name Date 1 T13569629 A 3/22/18 118 IT13569646IJ8 3/22/18 2 ,f 13569630 1 Al 1 3/22/18 119 I T135696471 JA 1 3/22/18 3 135696311 A2 . 1 3/22/18 120 ! T13569648 I JB 1 3/22/18 4 J 1j 135696321 A3 j 3/22/18 121 I T13569649 j JC 1 3/22/18 j 5 1 -1 ri13569633 1 A4 3/22/18 122 IT135696501KJ5 3/22/18 6 1 T113569634 1 A6 3/22/18 123 IT135696511KJ8 3/22/18 7 T113569635 1 B 1 3/22/18 124 1 T13569652 1 KJA 1 3/22/18 8 1 Til3569636 1 B1-17 3/22/18 125 IT135696531KJB 3/22/18 9 1 T13569637 1 GRA 3/22/18 126 1 Tt3569654 MV2 3/22/18 10 I 13569638 1 GRB 3/22/18 127 1 T13569655 MV4 3/22/18 11 13569639 GRC 3/22/18 12 13569640 J1 3/22/18 13 13569641 J2 3/22/18 14 IT13569642IJ3 3/22/18 15 13569643 J4 3/22/18 16 13569644 J5 3/22/18 17 1 rirl3569645 1 J6 3/22/18 The tru s drawing(s) referenced above have been prepared by MiTek USA, I c. under my direct supervision based on the parameters provid by Chambers Truss. Truss Pesign Engineer's Name: Finn, Walter My lic nse renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE' The seal on these truss component designs is a certification that the ngineer named is licensed in the jurisdiction(s) identified and that the designs omply with ANSI/TPI 1. These designs are based upon parameters shown (�gns. g., loads, supports, dimensions, shapes and design codes), which were given toiTek. Any project specific information included is for MiTek's customers file referce purpose only, and was not taken into account in the preparation of these dMiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the #verall building design per ANSI/TPI 1, Chapter 2. :ILE COP° I sR F�IP I 444f � 4�'P�'G.ENS•� No 2 ; • fir= STATE O F . QJ ��i�•�•<OR1�P,G��,� ,, �5�1/1/111N1ft�� Walter P. Finn PE No22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 Finn, Walter 1 of 1 Job Truss Truss Type City Ply THE ROYALE T13569629 M11324 A COMMON 10 1 Job Reference (optional) Chambers I rus 1-0- Inc., tort coerce, rL 8-4-0 12-11-0 8.130 s rviar r i zu r o rva i en aiuuauIGS, MC. i i iu IVIar « uo. v.<age ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-EB12cj_pyFwe2wzxxmvjDnbMhHlkJ4QEFIPAOizYQkg 17-6-0 22-1-0 26-8-0 35-0-0 6-0- 1-0-0 8-4-0 4-7-0 4-7-0 4-7-0 4-7-0 8-4-0 1-0-0 i I Scale = 1:59.3 I 4.00 F12 4x5 = 6 2x3 II 25 26 2x3 II 3x6 5 7 3x6 3x4 4 8 3x4 3 9 24 27 N1 2 10 11 O 17 16 15 28 29 t4 13 12 2x3 11 5x6 W B = 3x8 = 2x3 4x5 = 4x5 7i 3x8 = 5x6 W B = 8-4-0 12-11-0 22-1-0 26-8-0 35-0-0 8-4-0 4-7-0 9-2-0 4-7-0 8-4-0 LOADING (ps SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20. Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.33 14-15 >999 360 MT20 244/190 TCDL 7. , Lumber DOL 1.25 BC 0.68 Vert(CT) -0.64 14-15 >652 240 BCLL 0. Rep Stress incr YES WB 0.63 Horz(CT) 0.13 10 n/a n/a BCDL 10. Code FBC2017ITP12014 Matrix -MS Weight: 169lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-10-7 oc bracing. WEBS. 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1399/0-8-0, 10=1399/0-8-0 Max Herz 2=-223(LC 8) Max Uplift 2=-775(LC 10), 10= 775(LC 10) FORCES. (I - Max. Comp./Max. 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=-1946/3218, 14-15=-1116/2053, 12-14=-1946/3188, 10-12=-1946/3188 WEBS 6-14=-598/1034, 7-14= 252/246, 9-14=-702/541, 6-15=-598/1035, 5-15=-253/246, 3-15=-701 /541 NOTES - I) Unbalance roof live loads have been considered for this design. 2) Wind: ASCicl., 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; GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 3-9-10, Interior(1) 3-9-10 to 12-8-6, Exterior(2) 12-8-6 to 17-6-0, I terior(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— 60 3) 100.Olb AC unit load placed on the top chord, 17-6-0 from left end, supported at two points, 5-0-0 apart. 4) This truss lias been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This trus 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 betty en the bottom chord and any other members, with BCDL = I O.Opsf. 6) Provide m hanical connection (by others) of truss to bearing plate capable of withstanding 775 lb uplift at joint 2 and 775 lb uplift at joint 10. - - Walter P. Finn PE No.22939 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampl FL 33610 Date: Match 22,2018 V WARNI -Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev. 10/012015 BEFORE USE. Design val for use only with Mtrek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss cyst . Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building d gn. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° isalwaysre uired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the labricatlor storage, delivery, erection and bracing of trusses and thus systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Info afion available from Taus Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type •Qty Ply THE ROYALE T13569630 M11324 Al SPECIAL 9 1 Job Reference (optional) cnamDers 1 russ, Inc.' rort rrerce, rL 1-0- 7-8-0 13-7-8 1-0-0 7-8-0 5-11-8 4.00 12 2x3 II 3x6 22 5 3x4 r- 4 3 21 M1 2 0 14 13 3x5 = 2x3 II 5x12 = 7-8-0 ID:_kfiGCA6bx7j2Syi HDXFw7ye3KX-iLJQp3?RjZ2Vg4YBVTQym_BTnhas2XsNUP6jY9zYQkf 23-11-12 26-9-10 35-0-0 36-0-9 6-5-12 2-9-14 8-2-6 -0-0 5x8 MT18HS = 6 2x3 II 23 5x6 W B 7 8 2X3 9 25 26 2.00 r12 12 6x10 MT16HS = Scale = 1:60.3 24 10 11I�1ao 0 3x12 zz 35-0-0 11-0.4 Plate Offsets -- 2:0-1-2,Ed e, 8:0-3-0,Ed e, fl0:0-1-15,Ed e LOADING (psf SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.80 12 >525 360 MT20 244/190 TCDL TC Lumber DOL 1.25 BC 0.94 Vert(CT) -1.39 12-13 >302 240 MT18HS 244/190 BCLL OX Rep Stress Incr YES WB 0.62 Horz(CT) 0.37 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 159 lb FT = 0% LUMBER- BRACING - TOP CHORD x4 SP M 30 iX4 TOP CHORD Structural wood sheathing directly applied. BOT CHORD SP M 30 BOT CHORD Rigid ceiling directly applied. WEBS x4 SP No.3 "Except` WEBS 1 Row at midpt 6-12 12: 2x4 SP M 30 OTHERS x4 SP No.3 REACTIONS. (lb/size) 2=1349/0-8-0, 10=1349/0-8-0 Max Harz 2=-223(LC 8) Max Uplift 2=-825(LC 10), 10=-825(LC 10) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3309/2433, 3-5— 2581/2012, 5-6=-2548/2113, 6-7— 5337/4002, 7-9— 5302/3868, 9-10=-5702/4143 BOT CHORD 2-14=-2151/3113, 13-14=-2151/3113, 12-13=-1450/2202, 10-12=-3809/5431 WEBS 3-14=0/265, 3-13=-813/590, 5-13=-269/317, 6-13= 317/567, 6-12=-2362/3388, 7-12=-298/368, 9-12= 405/352 NOTES- 1) Unbalanced 'oof live loads have been considered for this design. 2) Wind: ASC 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; Er I., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 3-9-10, Interior(1) 3-9-10 to 12-8-6, Exterior(2) 12-8-6 to 17-6-0, In rior(1) 22-3-10 to 31-2-6 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1. 0 3) All plates ar, MT20 plates unless otherwise indicated. 4) This truss h s been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss as 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 betwe n the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing at j nt(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of aring surface. 7) Provide me anical connection (by others) of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at joint 10. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 0904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 & WARN/NC - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/0&2015 BEFORE USE. Design vali for use only with MiTek® connectors. This design 8 based only upon parameters shown, and Is for an Individual building component, not • a truss syste . Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p building de n. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always r uired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, forage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infor anon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type .Qty Ply THE ROYALE T13569631 MY1324 1 A2 SPECIAL 1 1 Job Reference (optional) cnamoers I russ mc., rorr t-wrce, rL • r1-0-1 8-0-1 I-v-V O- 22 01 2 c+� 6 3x5 LOADING (psf TCLL 20. TCDL 7. BCLL 0. BCDL 10.1 2-4-8 4.00 12 5x6 = 5 5x10 34 15 14 2x3 I I 5x6 = ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX iLJQp3?RjZ2Vg4Y8VTQym_8WghZL2VrNUPBjY. I T-11-12 2- 9 35-0.0 36-0-Q 11-12 2-9-13 8-2-7 -0-d 4x4 = 6 3x8 7 5x6 8 9 Scale = 1:62.3 23 12 10 11 � 13 6x10 MT18HS 3x10 3x12 2.00 FIT -0-1 13-7-8 19-0-0 -0.1 5-7-7 5-4-8 23-11-12 4-11-12 3b-u-u 11-0-4 2 Edge] [4:0-2-12 0-3-0] [4:0-0-0 0-1-12] [8:0-3-0 Edge] [8:0-0-0 0-1-12] [9:0-3-2 0-0-0] [10:0-1-15 Edge] SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP Plate Grip DOL 1.25 TO 0.70 Vert(LL) 0.75 12 >559 360 MT20 2441190 Lumber DOL 1.25 BC 0.98 Vert(CT) -1.02 12-21 >412 240 MT18HS 244/190 Rep Stress Incr YES WB 0.75 Horz(CT) 0.37 10 n/a n/a Code FBC2017/TP12014 Matrix -MS Weight: 160 lb FT = 0 BRACING - TOP CHORD x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 2=134910-8-0, 10=1349/0-8-0 Max Harz 2=-205(LC 8) Max Uplift 2= 825(LC 10), 10— 825(LC 10) FORCES. (lb - Max. Comp./Max. Ten. - All forces 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=-108211957, 9-12=-479/463 NOTES- 1) Unbalance( 2) Wind: ASC II; Exp C; E to 36-0-0 z( 9) Provide ad( 4) All plates ai 5) This truss I 6) ` This truss will fit betwt 7) Bearing at j capacity of 8) Provide me joint 10. Structural wood sheathing directly applied or 2-4-8 oc puriins. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at micipt 7-13 oof live loads have been considered for this design. 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50fh eave=6ft; Cat. :I., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-9-10, Interior(1) 3-9-10 to 31-2-6, Exterior(2) 31-2-6 e;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 uate drainage to prevent water ponding. MT20 plates unless otherwise indicated. n been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. as 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 n the bottom chord and any other members. it(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify raring surface. fanical connection (by others) of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 Ito uplift at Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634I 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 ® WARNIN I - Verify design parameters and READ NOTES ON THIS AND INCLUDED MIEW REFERANCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE. Design wait for use only with MITekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �v a truss syste . Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall t"e' r>,q de n. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always re uired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, forage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infor atlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply THE ROYALE T13569632 M11324 A3 SPECIAL 1 1 I Job Reference (optional) onamoers I russ, • 1-0- 3x5 = I MR Merce, rL 8-0-1 8-0-1 4.00 12 3x4 3 20 5x6 = 4 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-AXto1 P?3UsAMHE7K2AxBJCghg4vany8Xi3uH4bzYQke b1-0-0 23-11-12 , 26-9-10 35-0-0 36-0-Q 7-07-0-0 2-11-12 2-9-14 8-2-6 -0-0 13 12 2x3 11 5x6 = 2.00 12 13-7-8 4x6 = 5 3x8 1 6 24 7 21 10 11 6x10 MT18HS = 3x8 = Scale = 1:61.3 3x12 = I LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.69 BC 0.98 WB 0.74 Matrix -MS DEFL. in (loc) I/dell Ud Vert(LL) 0.72 10 >582 '360 Vert(CT) -0.98 10-19 >427 240 Horz(CT) 0.35 8 n/a n/a PLATES MT20 MT18HS Weight: 158lb GRIP 244/190 244/190 FT=0% LUMBER- BRACING - TOP CHORD K4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-5-0 oc purlins. BOT CHORD K4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS I'lax K4 SP No.3 I REACTIONS. b/size) 2=1349/0-8-0, 8=1349/0-8-0 Harz 2=-181(LC 8) ax Uplift 2= 825(LC 10), 8=-825(LC 10) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 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, 6-1 0=-1 118/1934, 7-10= 530/515 NOTES- 1) Unbalanced bof live loads have been considered for this design. 2) Wind: ASCE 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; End i., GCpi=0.16; MWFRS (directional) and C-C Exterior(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 zo ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adeq ate drainage to prevent water ponding. 4) All plates are AT20 plates unless otherwise indicated. 5) This truss ha been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss h s 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 betwe the bottom chord and any other members. 7) Bearing at job t(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of b arng surface. 8) Provide mec anical connection (by others) of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at joint 8. I I Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL I 33610 Date: Marc 22,2018 A WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev, 10/03/2015 BEFORE USE. Design valid r use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not � atrusssysteff Before use. the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building desi Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always req red for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, s rage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inform non avallable from Truss Plate Institute, 218 N. Lee Street Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply THE ROYALE T13569633 M11324 A4 SPECIAL 1 1 Job Reference (optional) ,. I..,. Tr.�Anr nO nn 4Il-QA OA40 13 n Chambers I russ, inc. , rod Pierce, FL o. i ov c ar 1 i cv i ,vui„us 1 US, ,i . i i �� y ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-ejRAE10hFAIDvOiWcuTQrPDsdUF?WO—gxjdgdlzYQkd 1-0- 6-5-8 12.0-0 17-8-4 23-0-0 2 -11- 2 26-9-9 35-0-0 6-0- 1-0- 6-5-8 5-6-8 5-8-4 5-3.12 0-11-1 2-9-13 8.2-7 0- Scale = 1:61.3 5x6 — 3x4 = 5x8 — 2x3 11 4.00 F12 4 5 6 7 2x3 2x3 O 8 3 n 21 22 c� a �1 2 9 fil f0 0 6x10 MT18HS = o — 12 14 13 3x4 = 3x6 — 3x4 = 5x6 = 2.00 12 3x12 Zz- 8-8-2 13-7-8 17.6-0 23-11-12 35-0.0 8-8-2 4-11;6 3-10-8 6-5A2 11-0-4 Plate Offsets X -- 2:0-0-6,Ed e , 6:0-4-0,0-2-3 , 9:0-1-15,Ed e LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.73 11-12 >572 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.98 11-20 >429 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress lncr YES WB 0.77 Horz(CT) 0.36 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 160 lb FT = 0 LUMBER- BRACING - TOP CHORD x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-5-6 oc purlins. BOT CHORD 4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS x4 SP No.3 REACTIONS. Ib/size) 2=1349/0-8-0, 9=1349/0-8-0 ax Horz 2=157(LC 9) Max Uplift 2=-825(LC 10), 9=-825(LC 10) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) 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=-142/386, 5-13=-1125/697, 5-12= 141/467, 6-12=-861/437, 6-11=-1145/2016, 8-11=-542/518 NOTES- 1) Unbalanced of live loads have been considered for this design. 2) Wind: ASCE -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; En ., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-9-10, Interior(1) 3-9-10 to 31-2-6, Exterior(2) 31-2-6 to 36-0-0 zo •C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adec bate drainage to prevent water ponding. 4) All plates ar T20 plates unless otherwise indicated. 5) This truss ha been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss s 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 betwe( the bottom chord and any other members. 7) Bearing at jo i it(s) 9 considers parallel to grain value using ANSIlrPi 1 angle to grain formula. Building designer should verify capacity of bi arng surface. 8) Provide mec anical connection (by others) of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at joint 9. I Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33010 Date: March 22,2018 ® WARNING Design valid Verity design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. r use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component not �° a Truss sysle Before use. the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building desl n. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always req,lred for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatSafety Iniform�dNon available from Truss Plate Institute• 218 N. Lee Street, Suite 312,, AleNandpita AA 22 Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Blvd. Job Truss Truss Type Uly Ply THE ROYALE T13569634 M11324 A6 HIP 1 1 Job Reference (optional) c:hamoers truss, •_i_n_n n1 2 6 U5 = LOADING (pa TOLL 20, TCDL 7 BOLL 0 BCDL 10 LUMBER - TOP CHORD BOT CHORD WEBS REACTIONS. 1 FORCES. (lb) TOP CHORD i BOT CHORD WEBS NOTES- 1) Unbalancec 2) Wind: ASC1 II; Exp C; Ei to 25-0-0 zo 3) Provide ade 4) This truss h 5) . This truss will fit betwe 6) Provide met joint 14 and rot tierce, rL 1 6-7-15 5x8 = 2X3 i 4.00 FIT 4 23 24 5 2x3 3 16 15 14 3x4 = 4X6 = 3x4 = ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-6w?YS51 KOUR4XYHiAb_fOdlOkuf9FzMpANN09UzYQkc 0 25-0-0 28-4-1 35-0-0 Q6-0-Q 3-4-1 6-7-15 -0-0' 25 26 2x3 I I 5x8 = 6 27 28 7 13 12 11 3x4 = US = 3x4 = 2X3 i 8 Scale = 1:60.3 4X5 = 10-0-0 13-8-0 21-4-0 25.0-0 35-V-V 10-0-0 3-8-0 7-8-0 3-8-0 10-0-0 1-14 Edge] [4:0-5-4 0-2-8] [7:0-5-4 0-2-81 [9-0-1-14 Edge] SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.60 11-13 >424 360 MT20 244/190 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.78 13 >328 240 Rep Stress Incr YES WE, 0.31 Horz(CT) 0.11 9 n/a n/a Code FBC2017/TP12014 Matrix -MS Weight: 153 lb FT = 0% BRACING- x4 SP M 30 TOP CHORD x4 SP M 30 BOT CHORD x4 SP No.3 lb/size) 2=1118/0-8-0, 14=379/0-8-0, 9=1201/0-8-0 ax Horz 2=-133(LC 8) Ulax Uplift 2=-692(LC 10), 14=-219(LC 10), 9=-739(LC 10) ax Grav 2=1118(LC 1), 14=454(LC 19), 9=1206(LC 20) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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 2-16=-2074/2444, 14-16=-1569/2065, 13-14=-1968/2527, 11-13=-1833/2382, 9-11=-2290/2707 3-16= 495/599, 4-16= 206/347, 4-14=-541/820, 5-14=-526/591, 6-13=-234/311, 7-13=-182/282, 7-11=-355/492, 8-11— 444/551 Structural wood sheathing directly applied or 2-2-0 oc pudins. Rigid ceiling directly applied or 4-6-3 oc bracing. of live loads have been considered for this design. -10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. 11 GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 16-9-7, Interior(1) 16-9-7 to 18-2-9, Exterior(2) 18-2-9 ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ate drainage to prevent water ponding. been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. s 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 the bottom chord and any other members. finical connection (by others) of truss to bearing plate capable of withstanding 692 lb uplift at joint 2, 219 lb uplift at ;9 lb uplift at joint 9. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: Mar Ih 22,2018 ® WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. -- l Design valid or use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not �' a truss syste buildingdesign. . Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Bracing Indicated is to buckling of Individual truss web and/or chord members only. Addtional temporary and permanent bracing MiTek+ Is always rec prevent i ilred for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrSafety systems.Criteria, DSB-84 and BCSI Building Component Blvd. Initor Non available from truss Plate Institute, 218 N. Lee Street. Item 1 , Alexandria, VAQuality Tampa, FL 33610 Job Truss Truss Type Qty Ply THE ROYALE T13569635 M11324 B COMMON 3 1 Job Reference (optional) unamners I • 1 -1-0 2 1 3X4 = t-on Fierce, t-L 4.00 FIT 6-11-0 6-11-0 0.10V S MIA[ I I — 10 IVII I VA III--IGJ, II I aV= I ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-a6ZxfR2ynnZxBhsvkJVuwgIHui 5R_TdzO16xhwzYQkb 13-10-0 6-11-0 4x6 = 3 5 2x3 I I Scale: 1/2"=l' 4 3x4 = 6-11-0 13-10-0 6-11-0 6-11-0 Plate Offsets X 2:0-2-10,Ed e, 4:0-2-10,Ed e LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.10 5-8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.13 5-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix -MS Weight: 47lb FT = 0 LUMBER- BRACING - TOP CHORD x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-7-1 oc bracing. WEBS x4 SP No.3 REACTIONS. lb/size) 4=510/0-8-0, 2=568/0-8-0 1Max Harz 2=93(LC 9) Max Uplift 4=-292(LC 10), 2=-377(LC 10) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-967/954, 3-4=-966/952 BOT CHORD 2-5=-785/883, 4-5=-785/883 WEBS 3-5=-84/315 NOTES- 1) Unbalanced of live loads have been considered for this design. 2) Wind: ASCE -10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft eave=6ft; Cat. Il; Exp C; En ., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumt Ir DOL=1.60 plate grip DOL=1.60 3) This truss ha been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss s 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 betweE i the bottom chord and any other members. 5) Provide mec anical connection (by others) of truss to bearing plate capable of withstanding 292 lb uplift at joint 4 and 377 lb uplift at joint 2. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL I 33610 Date: March 22,2018 ® WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII--7473 rev. 10/03/2015 BEFORE USE. Design valid r use only with MITek0 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �a a truss sysien i, Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building Jest n. Bracing Indicated Is to prevent buckling of Individual lfuss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always real Ired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcatlon, s rage, delivery, erection and bracing of trusses and truss systems, seeANSi/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Inform c iflon available from Tnrss Plate institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply THE ROYALE T13569636 M11324 BH7 BOSTON HIP 1 1 Job Reference (optional) 0 1vn � hA�r 11 2016 %!iTe4 IndLstriec Inc Thn Mar 99 0Q•10r33 9n1A Pere 1 Chambers I ru55, 1G., ru,, rle,u: , rL ... �..., ., �.�,.� , . �... ... .... ..... ...___...__ I ..._. ..._ .-.-. -- _ _-. _._ _ -_ - _ - -� ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-217Jsn3aY5homrR5HO07T2rL'7iN-jgG6dhsUEMzYOka 15-6-0 21-6-0 1-0- 7-0-0 9.6-0 11.6.0 13-6-01 -0 0 17-6.0 19-6-0 21-0-0 2--; L; 26-0-0 35-0-0 6-0- 1-0-0 7-0-0 2-6-0 2-0-0 2-0-0 -6- 1-6-0 6- 2-0-0 2-0-0 1-6-0 -6- 2-0-0 2.0-0 2-6-0 7-0-0 1-0-0 Scale = 1:62.6 4.00 12 5x6 = 12 14 16 3x6 9 19 3x6 43 8 22 44 5x12 � 4 6 24 3x4 L 5x12 3 l 11 26 15 18 0 27 42 21 45 n .1 2 r 28 29 a N O p I 35 34 33 32 31 30 4x6 = 3x8 = 3x4 = 4x6 = 3x6 = 3x = 7-0-0 14-0-0 21-0-0 28-0-0 35-0-0 7-0-0 7-0-0 7-0-0 7-0-0 7-0-0 Plate Offsets X, -- 2:0-1-2,Ed e , 28:0-0-2,Ed e LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.51 32-33 >826 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.67 32-33 >628 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.14 28 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 208lb FT=O% LUMBER- BRACING- i TOP CHORD 4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc puffins. BOT CHORD 4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing. WEBS &A SP N0.3 JOINTS 1 Brace at Jt(s): 11, 18, 15, 7, 23 REACTIONS. /size) 2=1349/0-8-0, 28=1349/0-8-0 ax Horz 2= 223(LC 8) ax Uplift 2=-825(LC 10), 28=-825(LC 10) FORCES. (Ib) - vlax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD-3=-3392/2640, 3-4=-1213/956, 4-8=-1157/946, 8-9=-1145/979, 9-12=-1122/1028, 2-14=-1125/1090, 14-16— 1124/1089, 16-19= 1121/1028, 19-22= 1145/979, 2-26=-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, 5-17= 2376/2050, 17-18=-2376/2050, 18-20=-2368/2046, 20-23=-2368/2046, 3-25=-2368/2046, 25-27=-2364/2041 BOT CHORD-35=-2358/3190, 33-35=-2360/3166, 32-33=-2652/3448, 30-32=-2361/3167, 8-30=-2358/3191 WEBS-35=0/284, 27-30=0/285, 3-33=-317/378, 18-33=-466/474, 27-32= 312/353, 4-15=-405/437 NOTES- 1) Unbalanced r of live loads have been considered for this design. 2) Wind: ASCE 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; End, GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-9-10, Interior(1) 3-9-10 to 10-8-9, Exterior(2) 10-8-9 to 17-6-0, Inte 'or(1) 24-3-7 to 31 2-6 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.6 3) Provide adeq to drainage to prevent water ponding. 4) All plates are x3 MT20 unless otherwise indicated. 5) This truss ha 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 betweeii the bottom chord and any other members. 7) Provide mech nical 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 pufii representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. l Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FLI 33610 Date: March 22,2018 © WARNING - adly design parameters and READ NOTES ON rHIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/032015 BEFORE USE, ' Design vaild f use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Wore use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building desig . Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mi%k" Is always requ d for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, stage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informa on available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Atexandtfa VA 22314. Tampa, FL 33610 Job Truss Truss Type .Qty, Ply THE ROYALE T13569637 Mr11324 GRA SPECIAL 1 1 � Job Reference (optional) Unamoers I russ, 1-0 • 0 raft rrerce, rL 4.00 15-2— 3x4 = 4-1-8 2.37 12 4x4 = 4x10 19 4 20 3 —� 12 23 11 2x3 13x4 = o. ro- o ma... — o rve. cn a.......—.1— ...I—.—...........-�., �., .-'-, I D:_kfiGCA6bx7j2Syl HDXFw7ye3KX-W Uhh473CJPpfO??HrkXMOFNfJ5n3SO?GSLb2mo2YQkZ L2-13 9-8-8 13-10-0 14-10-0 2-7-9 1-5-11 4-1-8 4x4 = 21 5 22 64x10 zz 10 24 9 3x4 = 2x3 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.08 11 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.10 10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS I LUMBER - TOP CHORD ' BOT CHORD WEBS REACTIONS. FORCES. (lb) TOPCHORD BOT CHORD NOTES- 1) Unbalanced 2) Wind: ASCE II; Exp C; En 3) Provide ade( 4) This truss ha 5) ' This truss t will fit betwe( 6) Provide mec', joint 7. 7) Hanger(s) or 4-1-8, 85lb c 129 Ib up at 9-8-8 on top , 39 Ib down chord. The( 8) In the LOAD LOAD CASE(S 1) Dead + Roof Uniform Loa( SPM30 SPM30 SP No.3 Scale = 1:26.6 7 3x4 = PLATES GRIP MT20 244/190 Weight: 58 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-7 oc pudins. BOT CHORD Rigid ceiling directly applied or 7-0-4 oc bracing. /size) 2=77010-8-0, 7=770/0-8-0 ix Harz 2= 65(LC 6) ix Uplift 2=-523(LC 8), 7= 523(LC 8) ix Grav 2=787(LC 17), 7=787(LC 18) lax. Comp./Max. Ten. - All forces 250. (lb) or less except when shown. -3=-1798/1192, 3-4=-1761/1197, 4-5=-1724/1169, 5-6=-1761/1190, 6-7= 1798/1137 -12=-1083/1685, 11-12=1082/1692, 10-11=-1112/1724, 9-10=-1024/1692, -9= 1028/1685 of live loads have been considered for this design. -10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. , GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ate drainage to prevent water ponding. been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. s 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 the bottom chord and any other members. finical connection (by others) of truss to bearing plate capable of withstanding 523 Ib uplift at joint 2 and 523 Ib uplift at ther connection device(s) shall be provided sufficient to support concentrated load(s) 63 Ib down and 114 Ib up at wn and 124 Ib up at 5-0-0, 113 Ib down and 146 Ib up at 5-7-3, 60 Ib down and 129 Ib up at 5-11-0, 60 Ib down and -11-0, 113 Ib down and 146 Ib up at 8-2-13, and 85 Ib down and 124 Ib up at 8-10-0, and 63 Ib down and 139 Ib up at lord, and 6 Ib down and 7 Ib up at 4-1-8, 18 Ib down and 15 Ib up at 5-0-0, 33 Ib down at 5-7-3, 39 Ib down at 5-11-0 7-11-0, 33 Ib down at 8-2-13, and 18 Ib down and 15 Ib up at 8-10-0, and 6 Ib down and 7lb up at 9-8-8 on bottom sign/selection of such connection device(s) is the responsibility of others. ASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Standard ive (balanced): Lumber Increase=1.25, Plate Increase=1.25 (plf) -3= 54, 3-4= 54, 4-5=-54, 5-6=-54, 6-8= 54, 13-16=-20 -oads (lb) 1=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) 3(B) 24=-18(B) Walter P. Finn PE No.22839 Mi'Tek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED mrrEKREFERANCE PAGE MI1-7473 rev. 10/03,2015 BEFORE USE. Design valid f r use only with MITekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly Incorporate This design Into the overall 1 building desi Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional Temporary and permanent bracing MOW Is always reqL led for stability and To prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, st rage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BC51 Building Component 6904 Parke East Blvd. Safety Informo ion avallable from Thus Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply THE ROYALE T13569638 MM 1324 GRB SPECIAL 1 1 I Job Reference (optional) i unamoers7 truss, • 1'I d 0- I 12 t-on: vierce, r-L 5-0-0 10-3-0 4x8 = 3 25 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-?hE3HS4g4ixV?9aUPR2bYTwmXV6MBjtP5?LbIFzYQkY 21-6-0 26-2-0 28-1-0 35-0-0 $6-0-Q 6-0-0 4-8-0 1-11-0 6-11-0 -0- 24 11 3x4 = 3x6 = 26 4 27 28 29 5 630 31 32 4x4 = 2x3 11 4x4 = 9 733 34 35 8 / 18 36 37 17 38 16 39 515 x6 — 4041 42 14 4313 2x3 II 3x4 = 3x6 = 3x4 =M = 12 3x4 = Scale=1:62.4 3x4 = 5-0-0 5-3-0 5-3-0 6-0-0 6-7-0 6-11-0 Plate Offsets X, - 3:0-5-4,0-2-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.11 17-18 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.3B 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 FB02017/TP12014 Matrix -MS Weight: 146 lb FT = 0% LUMBER - TOP CHORD 4 SP M 30 BOT CHORD 4 SP M 30 WEBS 2 4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row atmidpt 4-15 REACTIONS. II bearings 0-8-0. (lb) -I, ax Harz 2=96(LC 7) ax Uplift All uplift 100 lb or less at joint(s) except 2=-536(LC 8), 15=-846(LC 8), 14=-555(LC 8), 10=-314(LC 8) ax Grav All reactions 250 lb or less at joint(s) except 2=787(LC 17), 15=1322(LC 1), 14=927(LC 1), 10=506(LC 14) 1 FORCES. (lb) - Vlax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD-3=-1773/1106, 3-4=-1406/944, 4-6=-304/595, 6-7_ 304/595, 7-8= 304/595, 9=-702/344, 9-10=-719/323 BOT CHORD-18=-962/1659, 17-18=-958/1675, 15-17=-843/1406, 14-15= 595/429, 12-14=-158/622, 0-12=-196/636 1 WEBS-18=0/331, 3-17= 297/158, 4-17=0/362, 4-15— 2076/1313, 6-15=-505/480, 14= 431/408, 8-14=-1063/625, 8-12=-115/265 NOTES- 1) Unbalanced to f live loads have been considered for this design. 2) Wind: ASCE 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; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adeqU ate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss Ind, 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 betweeti the bottom chord and any other members. 6) Provide mech nical connection (by others) of truss to bearing plate capable of withstanding 536 lb uplift at joint 2, 846 lb uplift at joint 15, 555 I 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) 257 lb down and 341 lb up at 5-0-0, 100 lb down and 129 lb up at 7-0-12, 100 lb down and 129 lb up at 9-0-12, 100 Ito down and 129 lb up at 11-0-12, 100 lb down and 129 lb up at 13-0-12, 100 lb down and 129 lb up at 15-0-12, 100 lb down and 129 lb up at 17-0-12, and 100 lb down and 129 lb up at 11, -0-12, and 100 lb down and 129 lb up at 21-1-4 on top chord, and 83 lb down at 5-0-0, 39 lb down at 7-0-12, 39 lb down at 9-0- , 39 lb down at 11-0-12, 39 lb down at 13-0-12, 39 lb down at 15-0-12, 39 lb down at 17-0-12, and 39 lb down at 19-0-12, and lb 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 SE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL�33610 Date: March' 22,2018 ® WARNING- 1erifydesign parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Ml1-7473 rev. 10/0302015 BEFORE USE. Designvalldfc use only with WOW connectors. This design is based only upon parameters shown, and Is for an individual building component not �v a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building desig . Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and perrnanent bracing r�/� T I Vl� e W Is always regal d for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricallon, st age, delivery, erection and bracing of Irusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East BNd. Safety Informa on available from Truss Plate Institute, 218 N. Lee Street, Sulte 312, Alexandria, VA 22314. Tampa, FL 33610 Qty Ply 1 1 T13569638 M11324 GRB SPECIAL Chambers Truss,J Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Mar 22 09:10:35 2018 Page 2 ID:_kfiGCA6bx7j2Sy1 H DXFw7ye3KX-?hE3HS4g4iAV?9aUPR2bYTwmXV6MBjtP5?LbIFZYQkY LOAD CASE(S) tandard 1) Dead + Roof ve (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Load (plf) Vert:-3=-54, 3-8-54, 8-9=-54, 9-11-54, 19-22=-20 Concentrated oads ((b) Vert:=-160(F) 18=-45(F) 25=-60(F) 26=-60(F) 27=-60(F) 29=-60(F) 30-60(F) 31=-60(F) 32=-60(F) 33=-60(F) 36-13(F) 37=-13(F) 38-13(F) 39-13(F) 40=-13(F) 41-1 (F) 42-13(F) 43-13(F) I ® WARNING - I brffy design parameters and READ NOTES ON THIS AND INCLUDED MfTEKREFERANCE PAGE M11-7473 rev. 10/03,2015 BEFORE USE. Design valid to use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not �' a truss system. building desig Is always regdr fabrication, sto Safety Informal More use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall &acing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Id for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the age, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Qualify Crlteria, DSB-89 and BCSI Building Component n available from Truss Ptate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qty Ply THE ROYALE T13569639 Mf11324 GRC HIP 1 1 1 Job Reference (optional) Chambers Truss, ic., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Mar 22 09:10:37 2018 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-x3Mgi864cKBDFTksWs53du?1 EJjDfZLiYJgiN7zYQkW - 1-0- 8-0-0 13-8-0 17-6-0 21-4-0 27-0-0 35-0-0 6-0- 1-0-0 8-0-0 5-8-0 3-10-0 3-10-0 8-0-0 0- Scale = 1:60.3 i 5x8 MT18HS = 5x8 MT18HS = .00 12 2x3 II 3x8 = 3x6 = 2x3 11 3 23 24 25 426 27 285 6 729 30 31 32 8 N 2 N1 9 10 N N O 1M 16 33 15 14 34 35 36 37 13 38 12 39 11 3x5 = 2x3 II 3x6 = 6x10 = 6x10 = 3x6 = 2x3 11 3x5 = 8-0-0 13-8-0 21-4-0 27-0-0 35-0-0 8-0-0 5-8-0 7-8-0 5.8-0 8-0-0 Plate OffsetsTX, - 3:0-5-4,0-2-8 , 8:0-5-4,0-2-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 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 Stress Incr NO WB 0.79 Horz(CT) 0.05 9 ri/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 157 lb FT = 0% LUMBER- BRACING - TOP CHORD ZA SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc puffins. BOT CHORD 4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-9-3 oc bracing. WEBS 2 4 SP No.3 *Except` WEBS 1 Row at midpt 3-14, 5-14 14,7-13: 2x6 SP No.2 REACTIONS. /size) 2=412/0-8-0, 14=358210-8-0, 9=1192/0-8-0 ax Horz 2=-109(LC 6) rd ax Uplift 2= 299(LC 8), 14= 2133(LC 8), 9=-764(LC 8) ri ax Grav 2=423(LC 17), 14=3582(LC 1), 9=1194(LC 18) FORCES. (lb) ax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD -3=-377/225, 3-4=-1093/1954, 4-5=-1093/1954, 5-7=-1943/1220, 7-8=-1943/1220, -9= 2776/1671 BOT CHORD -16=-154/317, 14-16= 160/350, 11-13=-1475/2624, 9-11 =-1 464/2591 WEBS -16=-200/679, 3-14= 2514/1528, 4-14= 641/586, 5-14=-2674/1707, 5-13=-1124/2080, -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 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; Eno, GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adeqt late drainage to prevent water ponding. 4) All plates are T20 plates unless otherwise indicated. 5) This truss haE been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss h 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 betweei i the bottom chord and any other members. 7) Provide mech Anical connection (by others) of truss to bearing plate capable of withstanding 299 lb uplift at joint 2, 2133 lb uplift at joint 14 and 7 4 lb uplift at joint 9. 8) Hanger(s) or ither connection devices) shall be provided sufficient to support concentrated load(s) 182 lb down and 312 lb up at 8-0-0, 107 lb i wn and 173 lb up at 10-0-12, 107 lb down and 173 lb up at 12-0-12, 107 lb down and 173 lb up at 14-0-12, 107 lb down and 17 lb up at 16-0-12, 107 lb down and 173 lb up at 16-11-4, 107lb down and 173 lb up at 18-11-4, 107lb down and 173 lb up at 20-1 4, 107 lb down and 173 lb up at 22-11-4, and 107 lb down and 173 lb up at 24-11-4, and 182 lb down and 312 lb up at 27-0-0 on op chord, and 411 lb down and 242 lb up at 8-0-0, 79 lb down and 1 lb up at 10-0-12, 79 lb down and 1 lb up at 12-0-12, 79 It own and 1 lb up at 14-0-12, 79 lb down and 1 lb up at 16-0-12, 79 lb down and 1 lb up at 16-11-4, 79 lb down and 1 lb up at 18- 1-4, 79 lb down and 1 lb up at 20-11-4, 79 lb down and 1 lb up at 22-11-4, and 79 lb down and 1 lb up at 24-11-4, Walter P. Finn PE No.22838 and 411 lb do n and 242 lb up at 26-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility MiTek USA, Inc. FL Cert 6634 of others. 6904Parke East Blvd. Tampa FL 33810 9) In the LOAD ASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Date: Date LOAD CASE(S) Standard March 22,201 £ ® WARNING- verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid fo use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. building desig I Wore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Bracing Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always requ . prevent for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, sto age, delivery, erection and bracing of trusses and truss systems, seeANSi/TPI 19uallty Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inform on avalloble from Truss Plate Institute, 218 N. Lee Street Sulte 312, Alexandria, VA 22314, Tampa, FL 33610 IJob Truss Truss Type Qty Ply THE ROYALE T13569639 GRC HIP 1 1 iM11324 Job Reference (optional) cnamoers i russ,linc., rorr McMe, M a.IJU b IVIdl 1 I —1O IVII I—IIIUUb111—, 111U. 1 1 - Mal — tea.1v.U, I— I uvc c ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-x3Mgi864cKBDFTksWs53du?i EJjDfZLiYJgiN7iYQkW LOAD CASE(S) Standard 1) Dead + Roof L ive (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Load (plf) Vert: 3=-54, 3-8= 54, 8-10=-54, 17-20= 20 Concentrated ..oads (lb) Vert:=-126(1]1) 6=-107(B) 8=-126(B) 15=-50(B) 16=-411(8) 11=-411(B) 12=-50(B) 23= 107(B) 25=-107(B) 26=-107(B) 27=-107(B) 28=-107(B) 29=-107(13) 30=-1 7(B) 32= 107(B) 33=-50(B) 34=-50(B) 35= 50(B) 36=-50(B) 37=-50(B) 38— 50(B) 39=-50(B) ® WARNING- I I ifify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE Design valid to use only with MilekO connectors. This design is based only upon parameters shown, and Is for an Individual building component not a truss system. lefore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building desig Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing n� M!Te l( Is always recluji, d for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, sto 13ge, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informs n available from -Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply THE ROYALE T13569640 K411324 J1 MONO TRUSS 2 1 Job Reference (optional) Cnambers I russ, i I fort Nlerce, f-L 8.1 JU s Mar 11 2ul t5 rvlr r eK rnuu5utes, mu. r nu wiar e4 vlf: i a:ot eu I o raye i ID:_kffGCA6bx7j2Sy1 HDXFw7ye3KX-x3Mgi864cKBDFTksWs53du?AcJtQfljiYJgiN7zYQkW -1-0-0 _ _ 1-0-0 1-0-0 1-0-0 3x4 = Scale = 1:6.1 1-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 5 >999 240 ,BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a -BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 5 lb FT = 0% ;LUMBER- BRACING - TOP CHORD 2 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puriins. CBOT CHORD 2 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (1 size) 3=9/Mechanical, 2=118/0-8-0, 4=0/Mechanical IV x Harz 2=48(LC 10) IV x Uplift 3=-4(LC 7), 2= 140(LC 10) xGrav 3=11(LC 15), 2=118(LC 1), 4=17(LC 10) FORCES. (lb) - , ax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- '1) Wind: ASIDE 7 11; Exp C; Encl. shown; Lumbe 2) This truss has ` This truss ha: will fit between 4) Refer to girder) 5) Provide mecha joint 2. 0; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; 8=45ft L=50f; eave=6ft Cat. GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions DOL=1.60 plate grip DOL=1.60 een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 he bottom chord and any other members. for truss to truss connections. ical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 3 and 140 lb uplift at Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 & WARNING - V W design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE 11111-7473 rev. 1010312016 BEFORE USE. ' Design valid for se only with MITek6 connectors. this design Is based only upon parameters shown, and is for an Individual building component, not a truss system. D fore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always requtr for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, sto e, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informa8 available from Truss Plate institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply THE ROYALE � T13569641 �1A11324 J2 MONO TRUSS 4 1 Job Reference (optional) unamoers t russ, ��c., r-orr rierce, t-L I .,. ,—. «— ,.....,. _. - , -,- . ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-PGwCwU6jNdJ4scJ34ZcIA5YLMjCrOCzrnzZFvazYQkV -1-0-0 2-0-0 1-0-0 2-0-0 3x4 = 4 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 7 >999 360 TCDL 7.00 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 7 >999 240 BCLL 0. Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n1a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix -MP LUMBER- TOPCHORD BOT CHORD 'REACTIONS. FORCES. (lb) - NOTES- 1) Wind: ASCE II; Exp C; End shown; LumN 2) This truss has 3) ` This truss hs will fit betweer 1 4) Refer to girder 5) Provide mech 2 and 3 lb upli SP No.3 SP No.3 ze) 3=37/Mechanical, 2=141/0-8-0, 4=23/Mechanical Horz 2=67(LC 10) Uplift 3=-28(LC 10), 2=-136(LC 10), 4=-3(LC 7) Grav 3=42(LC 15), 2=141(LC 1), 4=31(LC 3) c Comp./Max. Ten. - All forces 250 (lb) or less except when shown Scale = 1:7.8 M PLATES GRIP MT20 244/190 Weight: 8lb FT=0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 0; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft 5=45ft; L=50ft; eave=6ft; Cat. GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions DOL=1.60 plate grip DOL=1.60 een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 he bottom chord and any other members. ) for truss to truss connections. iical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 3, 136 lb uplift at joint at joint 4. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 © WARNING - I Irify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid to use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. efore use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building desigr Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always requi d for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, sto go, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informal m available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type aty Ply THE ROYALE � T13569642 1V111324 J3 MONO TRUSS 2 1 Job Reference (optional) cnamoers i russ, t-on: Fierce, 1-1- V.1 JU 5 Mar I 1 zu 10 IVII I UK HiLlublueb, n1G. I Ilu 1VId1 ee Vy: I V;00 ev 10 rdye 1 I D:_kfiGCA6bx7j2Syl HDXFw7ye3KX-PGwCwU6j NdJ4scJ34ZcIA5YLMj BHOCzrnzZFvazYQkV 1-3-0-0 00-0-0 3-0-0 a 3X4 = Scale = 1:9.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP J CLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 11 lb FT = 0% STOP CHORD BOT CHORD REACTIONS. FORCES. (lb) - NOTES- [1) Wind: ASCE 7 11; Exp C; Encl. shown; Lumbe 2) This truss has 9) `This truss ha: will fit between k) Refer to girder �) Provide meche 2 and 4 lb uplif SP No.3 SP No.3 ze) 3=64/Mechanical, 2=173/0-8-0, 4=37/Mechanical Harz 2=85(LC 10) Uplift 3=-54(LC 10), 2=-147(LC 10), 4=-4(LC 10) Grav 3=70(LC 15), 2=173(LC 1), 4=50(LC 3) Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. r Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=121t; 8=45ft; L=50ft eave=6ft; Cat. iCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions OL=1.60 plate grip DOL=1.60 an designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. een 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 9 bottom chord and any other members. for truss to truss connections. ;al connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 3, 147 lb uplift at joint :joint 4. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 ® WARNING - V I I Design valid for Vy design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII--7473 rev. 1010312015 BEFORE USE. only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not �9 a truss system. Yore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. acing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always require for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, stor e, delivery, erection and bracing of trusses and truss systems, seeANSI/rPi 1 Qualify Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Informati available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply THE ROYALE T73569643 My 1324 J4 MONO TRUSS 4 1 i Job Reference o tional unamoers i russ, mp., rorr rieux, rL B R_ . ID:_kfiGCA6bx7j2Syl HDXFw7ye3t<X-tSUa7g7L7xRxUmuFeH7XjJ5So6UM7eD??dJpROzYQkU 4-0-0 4-0-0 3x4 = 4 Scale = 1:11.1 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.39 Vert(LL) 0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.02 4-7 >999 240 BOLL 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: 14 lb FT = 0% LUMBER- BRACING - TOP CHORD 2 4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puriins. BOT CHORD 2 4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (I /size) 3=89/Mechanical, 2=206/0-8-0, 4=50/Mechanical x Horz 2=104(LC 10) ax Uplift 3=-79(LC 10), 2=-161(LC 10), 4= 8(LC 10) ax Grav 3=97(LC 15), 2=206(LC 1), 4=67(LC 3) FORCES. (lb) - ax. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 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; End, GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumb DOL=1.60 plate grip DOL=1.60 2) This truss has een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss h 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 betwee the bottom chord and any other members. 4) Refer to girde s) for truss to truss connections. 5) Provide mech nical connection (by others) of truss to bearing plate capable of withstanding 79 lb uplift at joint 3, 161 lb uplift at joint 2 and 8 lb upli t at joint 4. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 WARNING Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid ruse only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not � a truss syste Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bu(Iding deli n. Bracing Indicated is 10 prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always reqifred for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdeallon, s1prage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inform, lion available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply THE ROYALE T13569644 M11324 J5 MONO TRUSS 11 1 i Job Reference (optional) F run rIen:e, rL �.,��,.�a� ,�..-�,,,��,. �,�....�.��,... ,,.,.,... «.,,,.,.,. ... �...,. ...y... ID:_IdiGCA6bx7j2Sy1HDXFw7ye3i-&-Le' yK 8zuFZo6wTRC_emFWdZeWIRs5TBEH2MzSzYQkT .f-n-n 5-0-0 L 3x4 = i Scale = 1:12.7 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vett(LL) 0.06 4-7 >939 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.06 4-7 >964 240 i 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: 17lb FT = O% LUMBER - TOP CHORD 4 SP No.3 BOT CHORD 4 SP No.3 REACTIONS. b/size) 3=115/Mechanical, 2=243/0-8-0, 4=63/Mechanical lax Harz 2=123(LC 10) ax Uplift 3=-104(LC 10), 2= 177(LC 10), 4=-9(LC 10) ax Grav 3=125(LC 15), 2=243(LC 1), 4=87(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE -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; En GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lum r DOL=1.60 plate grip DOL=1.60 2) This truss h been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss s 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 betwe the bottom chord and any other members. 4) Refer to gird r(s) for truss to truss connections. 5) Provide me anical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint 3, 177 lb uplift at joint 2 and 9 b uplift at joint 4. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 A WARNIN Verity design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MIP7473 rev. 10/03,2015 BEFORE USE Design vaill for use only with MlTek® connectors. This design is based only upon parameters shown. and Is for an individual building component, not �y a truss syste . Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building,d gn. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always r ulred for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatio forage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inforhiation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply THE ROYAL E T13569645 M11324 J6 MONO TRUSS 4 1 Job Reference (optional) cnamoers I russ, it i K rorr F'lerCe, r'L a.IOU 5 Mar I I eu 10 Ivll IeR I11U1.1Jule3, IIIU. I IIU Mal LL uu. Iv.--1O rayu 1 I D:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-Le2yKA8zuFZo6wTRC_emF W deE W its5TSEH2MzSzYQkT -1-0-0 6-0-0 1-0-0 6-0-0 3x4 = 4 Scale=1:14.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.11 4-7 >664 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.11 4-7 >652 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 20lb FT=0% LUMBER- BRACING - TOP CHORD 2 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (I)size) 3=142/Mechanical, 2=275/0-8-0, 4=70/Mechanical x Horz 2=140(LC 10) x Uplift 3=-129(LC 10), 2=-192(LC 10), 4=-8(LC 10) x Grav 3=155(LC 15), 2=276(LC 15), 4=100(LC 3) FORCES. (lb) - ax. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. ,NOTES- 1) Wind: ASCE 7 '0; 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; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumbe DOL=1.60 plate grip DOL=1.60 2) This truss has een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss ha 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 he bottom chord and any other members. 4) Refer to girder�.ical ) for truss to truss connections. 5) Provide meth connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 3, 192 lb uplift at joint 2 and 8 lb uplift at joint 4. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL33610 Date: March 22,2018 © WARNING - 11 e�ily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 rev. 1010312016 BEFORE USE. ° Design valid f1111 use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system fore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building deslg Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always requ ed for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, st age, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informq on available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Mexandda, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply THE ROYALE T13569646 M41324 J8 MONO TRUSS 11 1 Job Reference o tional L;namoers I cuss, mcfy rort rierce, rL II, 1-0-0 • 1-0-n ID:kFvnsnOwY419Zh0_nM31c6y;J9-prcKYW9bfYhfj42dli9?okAlrw7HbYiITxovWuzYOkS 8-0-0 Scale=1:17.7 3x4 % 4 ;Plate Offsets X, -- 2:0-3-14,0-1-8 'LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP iTCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.14 4-7 >676 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.30 4-7 >310 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.26 4-7 >368 240 Weight: 26lb FT=20% LUMBER- , TOP CHORD 2 SP M 30 BOT CHORD 21 SP M 30 REACTIONS. FORCES. (lb) NOTES- 1) Wind: ASCE II; Exp C; Ent members ant 2) This truss ha 3) ' This truss 1- will fit betwee 4) Refer to girds 5) Provide Tried joint 2 and 1 ze) 3=188/Mechanical, 2=348/0.8-0, 4=99/Mechanical Harz 2=178(LC 12) Uplift 3=-174(LC 12), 2=-226(LC 12), 4=-13(LC 12) Grav 3=195(LC 17), 2=348(LC 1), 4=141(LC 3) Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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. 10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=59ft; L=36ft; eave=5ft Cat. Gi=0.1 &, MW FRS (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 forcCpes & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. s been designed for a live load of 20.Opsf on the bottom chord in ail areas where a rectangle 3-6-0 tall by 2-0-0 wide I the bottom chord and any other members. I[(s) for truss to truss connections. I nical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 3, 226 lb uplift at Ib uplift at joint 4. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 ® wARN/N Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE. ' Design vali or use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not �. design Into the a truss sysl - building de Before use. the building designer must verify the applicability of design parameters and properly Incorporate this overall r Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire k' Is always re 'red for stab1ry and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, forage, delivery, erection and bracing of trusses and truss systems, seeANSi/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Infor ation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22,114. Tampa, FL 33610 Job Truss Truss Type Qty Ply THE ROYALE T13569647 M11324 I JA MONO TRUSS 2 1 Job Reference (optional) cnamoers Iuss, in I I. Fan Fierce, i-L a.1 au 5 IYIa1 I I eu 10 Ivll I en 1[iuuJ" ICJ, II IG. I IIU I , LL Vim. I V.Y I . 10 � Vy 1 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-prcKYW 9bfYhfj42dli9?okAscwDBbYilTxovW uzYQkS , -1-0-0 2-4.3 1-0-0 4 3x4 = Scale = 1:8.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (ioc) I/dell Ud PLATES GRIP ;TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 7 >999 360 MT20 244/190 -TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 9 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc pultins. BOT CHORD 2 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (I ./size) 3=45/Mechanical, 2=150/0-8-0, 4=28/Mechanical ax Horz 2=73(LC 10) ax Uplift 3=-37(LC 10), 2=-139(LC 10), 4= 4(LC 7) ax Grav 3=50(LC 15), 2=150(LC 1), 4=37(LC 3) FORCES. (lb) - ax. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 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; Enc�, GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumb DOL=1.60 plate grip DOL=1.60 2) This truss ha een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss h� 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 betwee the bottom chord and any other members. 4) Refer to girde �s) for truss to truss connections. 5) Provide mec11 nical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint 3, 139 lb uplift at joint 2 and 4 lb upl t at joint 4. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 & WARNING Verify design parameters and READ MOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. ' Design vaild ruse only with Mllek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not Nil a truss syste Before use, the building designer must vedty the applicability of design parameters and properly Incorporate this design Into the overall building cast n. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always r red for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, � rage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inform Non available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply THE ROYALE • T13569648 M11324 JB MONO TRUSS 2 1 Job Reference (optional) unamoers I russ, mgl, Fort Fierce, FL II -1-2-5 1-2-5 FJ 2 3x4 = 3.35 F12 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-H 1AjIsADQspW LEdgJPgEKxjz5KNwK?yRibXT2LzYQkR 5-5-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(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 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER- BRACING - Scale = 1:12.5 3 4 PLATES GRIP MT20 244/190 Weight: 19 lb FT = 0% TOP CHORD 2x SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins. BOT CHORD 2 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-0-0 oc bracing. REACTIONS. (I size) 3=127/Mechanical, 2=269/0-8-0, 4=63/Mechanical M x Harz 2=114(LC 10) M x Uplift 3= 109(LC 10), 2=-206(LC 10), 4=-6(LC 10) MI x Grav 3=127(LC 15), 2=269(LC 1), 4=90(LC 3) FORCES. (lb) - ax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7 0; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft L=50fh eave=6ft Cat. II; Exp C; Encl. GCpi=0,18; MW FRS (directional) and C-C Corner(3) zone;C-C for members and forces & MW FRS for reactions shown; Lumbe DOL=1.60 plate grip DOL=1.60 12) This truss has een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss ha 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 he bottom chord and any other members. 4) Refer to girder )for truss to truss connections. ,5) Provide meth ical connection (by others) of truss to bearing plate capable of withstanding 109 lb uplift at joint 3, 206 lb uplift at joint 2 and 6 lb 'plift at joint 4. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 ® WARNING - Wily deslgn parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE ' Design valid f use only with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. More use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building deslg . • Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always requ i ad for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, sto age, delivery, erection and bracing of trusses and truss systems, socANSI/TPI I Quality Crileria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informal on available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply THE ROYAL E T13569649 M11324 JC MONO TRUSS 2 1 Job Reference (optional) chambers I russ, in tort Tierce, tL I I 1-0-0 o.iavbrwai 1�cvrorvuienuwuauwa,ni� ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-mDj5zBArBAxNzOBOt7BTt9FC5kwg3SCawFHOanzYQkQ 4 3x4 = Scale = 1:6.2 1.1-4 114 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017fFP12014 Matrix -MP Weight: 5lb FT=0% 'LUMBER- BRACING - TOP CHORD 2 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-1-4 oc pudins. BOT CHORD 2 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (I /size) 3=1 1 /Mechanical, 2=119/0-8-0, 4=4/Mechanical x Horz 2=50(LC 10) I�I Uplift 3=-6(LC 7), 2= 138(LC 10) I\)l x Grav 3=14(LC 15), 2=119(LC 1), 4=14(LC 10) FORCES. (lb) - ax. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 1 10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; 13=451t L=50fh eave=6ft; Cat. 11; Exp C; End GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumb4 DOL=1.60 plate grip DOL=1.60 2) This truss has een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss h 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 betwee the bottom chord and any other members. 4) Refer to girde s) for truss to truss connections. 5) Provide mech nical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 3 and 138 lb uplift at joint 2. 1 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 ® .11 Verrity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312016 BEFORE USE. Design valid use only with MITekO connectors. This design is based only uponparameters shown, and is for an Individual building component, not a truss syste Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building dell n. &acing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always req red for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, s rage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inform„ Ron available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type .Qty Ply THE ROYALE T13569G50 1`411324 KJ5 MONO TRUSS 1 1 Job Reference (optional) unamoers truss, rorr Fierce, rL o. - . I-.. I ,v, . „.,, ,.,.., « . , . _U_ . I D:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-mDj5zBArBAxNzOBOt7BTt9F9W ks?3SCawFHOanzYOkQ 1_5_0 3-11-0 1 7-0-2 1-5-0 2 3x4 = 2.83 12 3 4 Scale=1:15.7 ' 7-0-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (ioc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.09 4-7 >923 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.15 4-7 >563 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 23lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb ize) 3=194/Mechanical, 2=233/0-11-5, 4=94/Mechanical Me c Harz 2=109(LC 8) Me X Uplift 3=-174(LC 8), 2= 191(LC 8) M Grav 3=198(LC 13), 2=233(LC 1), 4=133(LC 3) FORCES. (lb) . Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7- ; Vuit=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft B=45ft; L=50ft eave=6ft; Cat. li; Exp C; Encl., Cp1=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has b en designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has )een 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 t ie bottom chord and any other members. 4) Refer to girder(e for truss to truss connections. 5) Provide mechar cal connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 3 and 191 lb uplift at joint 2. 6) In the LOAD CA DE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) c andard 1,) Dead + Roof Li (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads )If) Vert: 1- _-54 Trapezoidal Loa s (plf) Vert: 2q (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. Finn PE No.22839 MiTek USA, Inc. FL Cent 6834 j 6904 Parke East Blvd. Tampa FL 33610 Date: i March 22,2018 Q WARNING - V Ify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev. 10/03,2015 BEFORE USE. Design valid for se only with MiTekO connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. B. fore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` prevent Is always requir for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, stor e, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety lnformaUqh available from Truss Plate Institute. 218 N. Lee Street Suite 312. Mexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply THE ROYALE T13569651 U11324 KJ8 MONO TRUSS 2 1 Job Reference o tional TL ",.. nO nn 4A AA nn4O Donn 4 chambers I russ, Incrorl Fierce, t-L o—o M., n us i as � c. "u . a ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-EQHTAXBTyT3EaXmCRgjiQMoMG7DPoq_k9vOa6DzYQkP -t-5-0 7-2-7 11-3-0 1-5-0 7-2-7 4-0-9 Scale* 1: 2.83 F12 3x4 12 3 11 10 2 13 14 6 15 2x3 I I 3x4 = 3x4 = 5 7-2-7 11-0-12 1 j'-3r0 7-2-7 3-10-5 d-2-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud 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 WB 0.35 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 44lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc putiins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 9-10-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib)zize) 4=90/Mechanical, 2=465/0-11-5, 5=409/Mechanical M Horz 2=178(LC 8) M Uplift 4=-91(LC 8), 2=-332(LC 8), 5=-223(LC 8) FORCES. (lb) - X. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2 =-875/541 BOT CHORD 2=-535/842, 5-6=-535/842 WEBS 31 --1/287, 3-5=-923/587 NOTES- 11) Wind: ASCE 7- ' Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; 6=45ft; L=50ft; eave=6ft; Cat. i II; Exp C; Encl., Cp1=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has b en designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has een 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 t e bottom chord and any other members. 4) Refer to girder(E for truss to truss connections. 5) Provide mecha i al connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 4, 332 lb uplift at joint 2 and 223 lb upl t at joint 5. 6) Hanger(s) or of r connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 61 lb up at 2-11-0, 38 lb do n and 61 lb up at 2-11-0, 8lb down and 106 lb up at 5-8-15, 8 lb down and 106 lb up at 5-8-15, and 42 lb down and 145 lb up at 8-6-14, and 42 lb down and 145 lb up at 8-6-14 on top chord, and 31 lb up at 2-11-0, 31 lb up at 2-11-0, 11 lb down and 31 lb p at 5-8-15, 11 lb down and 31 lb up at 5-8-15, and 31 lb down and 14 lb up at 8-6-14, and 31 lb down and 14 lb up at 8-6-14 on ottom chord. The designtselection of such connection device(s) is the responsibility of others. 7) In the LOAD C1 E(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) S ndard 1) Dead + Roof Li1� (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads If) Vert: 1- 1 =-54, 5-7=-20 Concentrated L ads (lb) Vert: 1 C 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) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33.610 Date: i March 22,2018 0 WARNING - Ve I fy design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Bc ore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. I kacing Indicated Is 10 prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always requiret for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, stoic e, delivery, erection and bracing of trusses and fntss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatilo I available from Truss Plate Institute, 218 N. Lee Street, Sulte 312, Mexandda, VA 22314. Tampa, FL 33610 Job 1 Truss Truss Type Qty Ply THE ROYALE I T13569652 N111324 KJA MONO TRUSS 2 1 1 Job Reference (optional) namoers I russ, I I i i-ort werce, I-L ts.1 su s Mar 11 zuits iva I eK mausines, Inc. I nu iviar zz ua:i u:vv zui o rage I ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-EQHTAXBTyT3EaXmCRgjiQMoML7EeovSk9vOa6DzYQkP -1.2-9 6-0-4 I 2 I I� 1 �1 3x4 = 3.30 F12 C3 4 Scale = 1:13.6 6-0-4 6-0-4 LOADING I (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vea(LL) 0.04 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.07 4-7 >974 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a B!ODL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 20 lb FT = 0% LUMBER- BRACiNG- TOP CHORD 2x4 P M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 P M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. R�ACTIONS. (lb/ ze) 3=142/Mechanical, 2=181/0-9-11, 4=69/Mechanical j Ma Horz 2=97(LC 8) Ma Uplift 3=-129(LC 8), 2=-150(LC 8) Ma Gram 3=145(LC 13), 2=181(LC 1), 4=104(LC 3) FORCES. (lb) - M . Comp./Max. Ten. - All forces 250 (lb) or less except when shown. N6TES- 1) Wind: ASCE 7-1 ; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. I ll; Exp C; Encl., Cpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2)1 This truss en 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 th bottom chord and any other members. 4) Refer to girder(s) or truss to truss connections. 5) Provide mechani al connection (by others) of truss to bearing plate capable of withstanding 129 Ib uplift at joint 3 and 150 ib uplift at (joint 2. 6)I In the LOAD CA (S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) St indard 1)I Dead + Roof LIVE (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads ( I ) Vert: 1-2 -54 Trapezoidal Loa (plf) Vert: 2=C1 F=27, B=27)-to-3=-81(F=-14, B=-14), 5=0(F=10, 8=10)-to-4=-30(F=-5, B_ 5) I I Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 1 A WARNING- Vert 'design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE 11111-7473 rev. 10/03/2015 BEFORE USE. -- Design valid for us only with MITek6 connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Bei re use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design.:icing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required I Dr stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storag ,. dellvery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information ivallable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply THE ROYALE i T13569653 MU1324 KJB MONO TRUSS 2 1 Job Reference (optional) u,namoers I russ, In , Tort Pierce, PL -1-2-s 1-2-9 2 3x4 = 3.30 F12 a.I au s iviar I r zu 10 mu i UK muubu ieb, inc. i uu rviar cL ua. i..vo — o —Vy : , ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-icrrOtC6jnB5ChLP_YExyaLZfXbOXMitOZm7fgzYQkO 4-11-s 4 3 Scale = 1:11.7 4-11-9 - 4-11-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud 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 BOLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Weight: 171b FT = 0% LUMBER- BRACING- TQP CHORD 2x4 P M 30 TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc purlins. BOT CHORD 2x4 P M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/ ze) 3=95/Mechanical, 2=148/0-9-11, 4=46/Mechanical MaxHorz 2=75(LC 8) MaxUplift 3=-84(LC 8), 2= 136(LC 8) MaxGrav 3=95(LC 1), 2=148(LC 1), 4=77(LC 3) FORCES. (Ib) M . Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 1)'Wind: ASCE 7-1 ;;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., Cpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2), This truss has be n designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3), . This truss has en designed for alive 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 th bottom chord and any other members. 4)' Refer to girder(s) or truss to truss connections. 5), Provide mechar i al connection (by others) of truss to bearing plate capable of withstanding 84 lb uplift at joint 3 and 136 lb uplift at Ijoint 2. 6), In the LOAD CA (S) section, loads applied to the face of the truss are noted as front (F) or back (B). I LOAD CASES) Standard 1) Dead + Roof LIvE . balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (p I ) Vert: 1-2 -54 i Trapezoidal Loa ("ll) Vert: 2=( F=27, B=27)-to-3= 67(F= 7, B=-7), 5=0(F=10, B=10)-to-4=-25(F= 2, B=-2) Walter P. Finn PE No.24639 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 ® WARNING - Ver!if design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. ' Design valid for u only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component not a truss system. Bef re use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. E racing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required r stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storo , delivery, erection and bracing of trusses and truss systems, seeANSI/TPit Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information) vatiable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply THE ROYALE T13569654 911324 MV2 VALLEY 1 1 Job Reference (optional) cnamDers I russ, I Fort coerce, FL o. IOU a rvwai r r cu i O " i cn a wumura, L.— i uu ivm� — ... i..— w w , uy� , ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-AoPDbDDkU5JygrwbYFIAVntlPxxUGpylcDVgB6zYQkN 3x4 4.00 12 2 3 Scale = 1:6.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 5lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. BOT CHORD 2x4 No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/si e) 1=41/2-0-0, 2=30/2-0-0, 3=11/2-0-0 Max iorz 1=21(LC 10) Max )plift 1=-20(LC 10), 2=-30(LC 10) Max rav 1=42(LC 15), 2=32(LC 15), 3=22(LC 3) FORCES. (lb) - Ma Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-1G 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., G pi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber D L=1.60 plate grip DOL=1.60 2) Gable requires co inuous bottom chord bearing. 3) This truss has bee designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has b n 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 ottom chord and any other members. 5) Bearing at joint(s) considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearin surface. 6) Provide mechanic connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 1 and 30 lb uplift at joint 2. Walter P. Finn PE No,22839 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 0 WARNING- Verily es/gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. ' Design valld for use ly with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Befor I use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. BrattllIng Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' k always regWred tot Stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the jfabrication, storage, elivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information ay llable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply THE ROYALE T13569655 d911324 MV4 VALLEY 1 1 Job Reference (optional) �namaers i russ, rurr riuiuv, rL . - -I- , ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-AoPDbDDkU5JygrwbYFIAVntgFxvAGpylcDVgB6zYQkN 4-0-0 4-0-0 3x4 LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 TCDL 7.0 Lumber DOL 1.25 BC 0.17 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 S No.3 BOT CHORD 2x4 S ;No.3 WEBS 2x4 S No.3 REACTIONS. (lb/sl ) 1=109/4-0-0, 3=109/4-0-0 Max rz 1=56(LC 10) Max Eav lift 1=-54(LC 10), 3=-72(LC 10) Max 1=112(LC 15), 3=117(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; 11; Exp C; Encl., GC shown; Lumber DO 2) Gable requires con 3) This truss has bee 4) ' This truss has be i will fit between the 5) Provide mechanical joint 3. Scale = 1:9A 2 3 3x4 11 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 n/a n/a Weight: 12 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. It=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft eave=6ft; Cat. =0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions :1.60 plate grip DOL=1.60 aous bottom chord bearing. esigned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 ttom chord and any other members. cnnection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 1 and 72 lb uplift at Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 WARNING - Verily del gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE Design valid for use o with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before • the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. & indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iV l OW MOW Is always required for s bllity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, d vvery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information av I ble from Truss Plate Institute, 218 N. Lee Sheet, Sulte 312, Alexandria, VA 22314. Tampa, FL 33610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x, y /4 offsets are indicated. 6-4-8 dimensions shown in ff-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing, is always required. See BCSI. /1dr ai 2 c2-3 2. Truss bracing must be designed by an engineer. For o WEBSN(4 wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I C 0 bracing should be considered. CO 3. Never exceed the design loading shown and never inadequately braced trusses. aU stack materials on 0 a0 4, Provide copies of this truss design to the building For 4 x 2 orientation, locate c2 a cs� csa BOTTOM CHORDS designer, erection supervisor, property owner and plates 0-1r19' from outside all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other, 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from "Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC-ES Reports: use with fire retardant, preservative treated, or green lumber. - The first dimension is the plate 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 ESR-1311, ESR-1352, ESR 1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection, the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss Unless otherwise shown. specified. 13. Top chords must be sheathed or purlins provided at output, Use T or I bracing spacing indicated on design. if indicated, Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values g Y 14. Bottom chords require lateral bracing th 10 is spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless Indicated otherwise. Min size shown is for crushing only. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: _ _ _ i and pictures) before use. Reviewing pictures alone is not sufficient. NdNoJ6 DesigFFSpeer tea Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. a BCSI: Building Component Safety Information, MiTek 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate - ' - -Connected-Weed TruSSeS. - - - ---- ---- -MiTek-Engineering Reference- Sheet-,-MI1-.7A73-rev..10/03/20-15 - - - — - - - - - -