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HomeMy WebLinkAboutTRUSS PAPERWORKTHE ROYALE Site Information: Customer: WYNNE BUILDING CORPORATIN Project Name: ml1324 Lot/Block: Model: Address: UNKNOWN City: ST LUCIE Subdivision: State: FL 6904 Parke East Blvd. Tampa, FL 33610.4115 SCANNED BY St. Lucie County General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 27 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No Seal# Truss Name Date 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 22 23 24 25 T13569629 T13569650 T13569651 T13569652 T13569653 a al a2 a3 a4 a6 to bh7 grb glrc 12 13 14 15 16 18 la lb �i5 kj8 kja kjb The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Finn, Walter 26 T13569654 mv2 3/22/18 27 T13569655 mv4 3/22/18 RECEIVED — MAR 2 7 204 Si. Lucie County, Permitting FILE COPY My license renewal date for the state of Florida is February 28, 2019. Florida COA:6634 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSIrrPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific Information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and property incorporate these designs into the overall building design per ANSIrrPI 1, Chapter 2. PAS No 22839 -:0 STATE OF •,�SS+IONA\ �r1,%111111111 Walter P. Firm PE N0.22839 MIT& USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 March 22,2018 1 of 1 Finn, Walter Job Truss Truss Type City Ply THE ROYALE T13569629 mJ1324 A COMMON 10 1 Job Reference (optional) •^.•'_••'.... •— . .i 0.I4a6 Mar 11 Lma mnex mausNeJ, Inn. IDa mar ZLaaa U;41 ZV1a Scale = 1:59.3 4.00 FIT 4x5 = 6 17 '- 15 -' 14 12 4x5 = SO II axis WB= 3x8 = as II 4,5 = 3,,8 = ax6 WB= 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/TPI2014 CS]. TC 0.59 BC 0.68 WB 0.63 Matrix -MS DEFL. in (loc) Ii Ltd Ve t(CL) 0.33 14-15 >999 360 Vert(CT)-0.6414-15 >652 240 Horz(CT) 0.13 10 n1a n1a PLATES GRIP MT20 244/190 Weight: 169 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc purlins. 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=139910-8-0, 10=1399/0-8-0 Max Hom 2=-223(LC 8) Max Uplift 2=-775(LC 10). 10=-775(LC 10) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3404/2226, 3-5=-2807/1885, 5-6= 2801/199D, 6-7=-280l/1990, 7-9=-2807/1885, 9-10= 3404/2226 BOT CHORD 2-17= 194613218, 151946/3218, 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) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128ri TCDL=4.2psf; BCDL=3.Opsf; hI2ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 3-9-10, Interior(l) 3-9-10 to 12-8-6. Extedor(2) 12-8-6 to 17-0-0, Intedor(1) 22-1-0 to 31-2-6 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 100.01b AC unit load placed on the top chord, 17-6-0 from left end, supported at two points, 5-0-0 apart. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 775 lb uplift at joint 2 and 775 to uplift at joint 10. Waller P. Finn PE No.22839 MiTek USA Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 QWARNING-Verilydsf9npanmerernantl READ NOTES ON RIMANDINCLUDEDMREKREFERANCE PAGE M674Y,1rev. tOT12015BEFORE USE valid for use only with MiTekS connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not but a true system. Before 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 hord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fabrication storage, delivery, erection and bracing of trusses and truss systems, sesAaafr i1 Quality CrMnb, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety bdormationavoilable hom Truss Plate Institute. 218 N. We Sheet Suite 312, Alexandra. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply THE ROYALE T13569630 m31324 Al SPECIAL 9 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries. Inc. Thu Mar 22 09:10:28 2018 4.00 FIT 5xB MTIBHS = Scale=1:60.3 J:: d 14 13 3x5 = 2x3 II Sx12 = 3x12 = 2.00 12 78-0 1. 13-7-8 23-11-12 35-0-0 7-8-0 5d1-6 10-4-4 11.0-4 Plate Offsets (X Y)— [2:0-1-2 Edge7 18:0-3-0Edgel 110:0-1-15 Edge] LOADING (psQ SPACING- 2-0-0 CSL DEFL. in floc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.80 12 >525 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.39 12-13 >302 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(CT) 0.37 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 159 lb FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOTCHORD 2x4 SP M30 WEBS 2x4 SP No.3 *Except* 6-12: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1349/0-8-0, 10=1349/0-8-0 Max Horz 2=-223(LC 8) Max Uplift 2=-825(LC 10), 10=-825(LC 10) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1Row at midpt 6-12 FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-0=-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 roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=50h; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exteriorf2) -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, Interior(1) 22-3-10 to 31-2-6 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-041 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 6) Bearing atjoint(s) 10 Considers parallel to grain value using ANSVrPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825lb uplift at joint 2 and 825 lb uplift at joint 10. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 O WARNMO-Vedtydes/gnpammetemand NEADHOTES ON TNISANDINCLUDED MDEKNEFENANCEPAGEMX74n,ee 1011MO1SD£FOBE USE Design valltl for Use 0Ny with Maek®connectors. firs tleslgn b based oNy upon parameter shown, antl 6 for an IntlNltlual buatlNg component, not a buss system. Before use, the building tleslgner mustveriry the appllcobil'dy of design parameters and prope0y Incoiporote finis deslgn Into the overall bulltling tlealgn, &acing lntlicated is to preventbuckling of lndl iidual hussweb antl/or chard members only. Adtlinpnal temporary and permanent bmdng MiTek' isalwaysrequhedforsbbllityandtopreventcallopsewlthpossiblepersonalinjuryantlpropertytlamoge. For generalBuitlanceregartlingthe fobrlcatbn, storage. cl.".'. erection antl bracing of busses and truss systems. seeAN81/IPII Gualmkyr CMrrM. aSE-09 and aL'61 aultlh0 Lampe^e^t Sable. Informatbaa'o' ble tram Truss Rate Institute. 218 N. Lee Sheet. Suite 312, Alexond4a. VA 22314. 6904 Padce Ears BNd. Tampa, FL 33610 Job Truss Truss Type Oty Ply THE ROYALE T13569fi31 rr01324 A2 SPECIAL 1 1 Joh Reference (optional Chambers Truss, Inc., Fort Pierce, FL 8.130 a Mar 112018 MiTek Industries, Inc. Thu Mar 22 09:10:28 2018 Page 1 ID:_kfiGCA6bxTj2Syl HDXFw7ye3KX.iLJOp3?RjZ2Vg4YBVTOym_8WghZL2VrNUPBjY9zYOkl 1h0.0 8-0-1 13-7-8 16-0-0 19.0.0 23-11-12 2fi-&9 35-0-0 36.0-0 r 1.0-0' 8-Q1 5.7-7 2-4-8 3-0-0 4-11-12 2-9-13 8-2-7 I-0.00 4.00 12 5x6 = 4x4 = Scale =1:62.3 1s ,1 .... 3x5 = 2.3 II 5x6 - 3x12 c 2.00 12 H2I 13.7-8 19-0.0 23-11-12 35-0.0 B-Hi 5-7J "M d-11-12 1104 Plate Offsets (X.Y)-- [2:0-1-2 Edgel 14:0-2-12 0-3-01 f4:0-0-0 0-1-121 [8:0-3-0 Edgel [8:0-0-0 0-1-121 [9:0.3-2 0-0-0] 110:0-1-15 EdgaI LOADING (Pat) SPACING- 2-0-0 CSL DEFL. in (Joe) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Ver(LL) 0.75 12 >559 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -1.0212-21 >412 240 MT18HS 244/190 BOLL 0.0 ' Rep Stress Incr YES WB 0.75 Horz(CT) 0.37 10 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 160 lb FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 3D WEBS 2x4 SP No.3 BRACING - TOP CHORD 'Structural wood sheathing directly applied or 2-4-8 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-13 REACTIONS. (lb/size) 2=1349/0-8-0, 10=1349/0-8-0 Max Horz 2=-205(LC 8) Max Uplift 2=-825(LC 10), 10=-825(LC 10) FORCES. (Ib) - Max CompJMac Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3315/2113,3-5=-2515/1641,5-6=-2524/1699,6-7=-2672/1734,7-9=-5246/3199, 9-10=-5687/3567 BOT CHORD 2-15=-1849/3111, 14-15=-1849/3111, 13-14=-1217/2314, 12-13=-2804/5025, 10-12=-3257/5414 WEBS 3-15=0/300, 3-14=-954/692, 5-13=-206/561, 6-13=-357/632, 7-13=-2796/1678, 7-12=-1082/1957,9-12=-479/463 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWIFRS (directional) and C-C Extedor(2) -1-0-0 to 3-9-10, Interior(1) 3-9-10 to 31-2-6. Extedor(2) 31-26 to 36-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcurent with any other live loads. 6) ' This truss has been designed for a live load of20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide will fit between the bottomchord and any other members. 7) Bearing at joint(s) 10 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82516 uplift at joint 2 and 825 lb uplift at joint 10. WalterP. Finn PE No22839 MiTek USA, Inc. FL Can 6614 6904 Parke East BNd. Tampa FL 33810 Dale: March 22,2018 Job russ Truss Type 01Y ply ROYALE JA3 T13569632 faII324 SPECIAL 1 1 FE b Reference (optional) umbers Truss, Inc., ron rierce, rL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Mar 22 09:10:29 2018 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-AXtot P?3UsAMHE7K2AxBJCghg4vany8Xi3uH4bzYOke 1-0- 8-0.1 14-11 21-0.0 23-11-12 2fi-9-10 35-0.0 6-0. r -0- 6-0-1 5-17-15 7-02 2-11-12 2-9-14 &2-6 -0- 5x6 = 4x6 = 4.00112 Scale=1:61.3 13 3x5 2x3 It 5x6 = 2.0012 3x12 = — LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Ven(LL) 0.72 10 >582 360 MT20 2441190 TCDL 7.0 Lumber COL 1.25 BC 0.98 Ven(CT)-0.9810-19 >427 240 MT18HS 2441190 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.35 8 n/a Na BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight: 1581b FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-5-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP Na.3 REACTIONS. (lb/size) 2=1349/0-8-0, 8=1349/0-8-0 Max Horz 2=-181(LC 8) Max Uplift 2= 825(LC 10), 8=-825(LC 10) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) 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=-060/724, 6-11=-2280/1355, 6-10=-1118/1934,7-10=-530/515 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst h=12ft; B=45ft; L=50111; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 3-9-10, Interior(1) 3-9-10 to 31-2-6, Exanor(2) 31-2-6 to 36-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 8 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at joint 8. Walter P. Finn PE No12839 MiTek USA, Inc. FL Cod 6834 6904 Parke East Blvd. Tampa FL 33618 Date: March 22,2018 Q wU71,11 -VeUtytleslgnparemeMrsandnEADNOTES ON TNISANDINCLUDEDMR REFFAANCEPAGEM&74M... ranavaol5BEFOBEUSE Design valid for use only with MBeW connectors. This design Is based only upon parameters shown and Is for on IndMdual building component, not �,• a buss system. Before use, the building designer must verify the applicablity of design parameters and properly Incorporate this design Into the overall bulldingdesign. Bracing indicated is to prevent buckling of Individual muse web and/or chord members only. Additional temporary and permanent bracing MiTek' b always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of busses and truss systems. seeANSUfPl1 Quality Cdbllb, DSB-89 and BCSI Building Component 6904 Parka East Blvd. Safety lafonna6orrvaloble from Truss Plate Institute, 218 N. Lee sheet. Suite 312. Alexandria. VA 22374. Tampa, FL 33610 Job Truss Truss Type City Ply THE ROYALE T13569633 od 1324 A4 SPECIAL 1 1 Jab Reference (optional) I was, Inc., Fort vierce, FL 8.130 a Mar 11 2018 MiTek Inc. Thu Mar 22 09:10:30 2018 5x6 — 3x4 - 5x8 =� II 4.00 F12 4 5 6 7 Scale = 1:61.3 N m 0 t2 6 14 13 3x4 3x6 = 3x4 = Sx6 = 2.00[12 3x12 = 8-8-2 M7 I 1]6-0 23-51-1-212 35.0-0 4-1-6 3-108 fi 11-0-48-8-2 Plate Offsets (X Y)— [2:0-0-6 Edgel [6:0-4-0 0-2-3][9:0-1-15 Edael LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Videfl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1'25 TC 0.67 Ven(LL) 0.73 11-12 >572 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vem(CT) -0.9811-20 >429 240 MT18HS 244/190 BCLL 0.0 Rep Stress [nor YES WB 0.77 Horz(CT) 0.36 9 We Na BCDL 10.0 Code FBC2017/TP]2014 Matrix -MS Weight: 1601b FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-6 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 2=1349/0-8-0, 9=1349/0-8.0 Max Horz 2=157(LC 9) Max Uplift 2=-825(LC 10), 9=-825(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3367/2256, 3-4=-3093/2069, 4-5=-2645/1853, 5-6=-0425/2347, 6-7=-5165/3301, 7-8=-5219/3301, 8-9=-5704/3714 BOT CHORD 2-14=-2000/3170, 13-14=-148W2537, 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 roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6fb Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exlenor(2) -1-0-0 to 3-9-10, Interior(1) 3-9-10 to 31-2-6, Extedor(2) 31-2-6 to 36-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are W20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 Oaf bottom chord live load nonconcunent With any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will fit between the bottom chord and any other members. 7) Bearing at joints) 9 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8251b uplift at joint 2 and 8251b uplift at joint 9. Walter P. Finn PE No12839 MiTek USA, Inc. FL Cedfi634 fli Parke East Blvd. Tampa FL 33610 Date: March 22,2018 ,&WARNING -Verily Ge4l9a FammefsS.dREAD NOTES ON THIS AND SmLUDEDMREKREFERANOEPAGEM4-74TJrew. 1aAG2B1S BEFORE USE Design valid for use oNywith M6eW connectors. this design Is based only upon porometers shown, and Is for on inc Mdual building component, not a trusssystem. Before use, Me building designer must verify Me applicablllty, of design parameters and properly incorporate this design Into the overall bulldingdesign. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stalatily and to prevent collapse will, possible personal injury and property damage. For general guidance regarding Me fai storage, delivery, erection and bracing of trusses and muss systems, weANSIMII Qua' ryy CrBado, DSO-99 and BCSI Building Componrrnl Sabry mlormatbmvoYobie mom Truss Rafe ImtiNte, 218 N. Lee Street 22314. 69" Parke East Blvd. Tampa, Suite 312, Alexandria. VA FL 33610 Job Truss Tress Type city Ply THE ROYALE T13569634 nil 1324 A6 HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 6.130 a Mar 11 2018 MiTek Industries, Inc. Thu Mar 22 09:10:31 2018 Page 1 I D:_kflGCA6bx7j2Syl HDXFw7ye3KX-6w?YS51 KOUR4XYHiAb_fOdlOkuf9FzMpANN09UzYOkc �1�0-410.0.0 13-8-0 21-4-0 250-0 28-4-1 35-0-0 3fi-0-0 rY-0-0 6-7-15 3-4-1 3-8-0 7-8-0 3-8-0 3-4.1 fi-7.15 7r0�0 Sx8= 2x3 A - -- —2x3. 11 - 5xS= 4.0D 12 Scale = 1:60.3 4x5 = 3x4 = 4x6 = 3x4 = 3x4 = 4x6 = 3x4 = 4x5 = laao 13-8-0 21-4-0 25-0.0 35-0-0 10-0.0 3-8-0 7-8-0 3-8-0 10-0-0 Plate Offsets (X,Y)— [2:0-1-14 Edge][4:0-5-4 0-2-81 [7:0-5-4 0-2-81 [9:0-1-14 Edge1 LOADING (pso SPACING- 2-0-0 CS]. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.60 11-13 >424 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.78 13 >328 240 BCLL 0.0 Rep Stress Incr YES WE 0.31 Horz(CT) 0.11 9 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 1531b FT=0% LUMBER - TOP CHORD 2x4 Ste M 30 BOT CHORD 2x4 SIP M 30 WEBS 2x4 SIP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-6-3 oc bracing. REACTIONS. (lb/size) 2=1118/0-8-0, 14=379/0-8-0, 9=1201/0-8-0 Max Horz 2=-133(LC 8) Max Uplift 2=-692(LC 10), 14=-219(LC 10), 9= 739(LC 10) Max Grav 2=1118(LC 1), 14--454(LC 19), 9=1206(LC 20) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2600/2341, 3-4---2215/1960, 4-5=-2527/2290, 5-6=-2527/2290, 6-7=-2527/2290, 7-8=-2531/2224,8.9=-2880/2572 BOT CHORD 2-16=-2074/2444, 14-16=-1569/2065, 13-14=-1968/2527, 11-13=-1833/2382, 9-11=-2290/2707 WEBS 3-16=-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 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL--3.Opst h=12ft; B=45ft; L=50ft; eave=6ft; Cat. 11; E1te C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -1-0-0 to 16-9-7, Interior(1) 16-9-7 to 18-2-9, Exterior(2) 18-2-9 to 25-M zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 692 lb uplift at joint 2, 2191b uplift at joint 14 and 739 lb uplift at joint 9. Walter P. Finn PE NoIN39 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tempe FL 33610 Date: March 22,2018 ,&WARNING -Verity tleslgn pexameferaerMREAD NOTES ON MSANOWCLUDEDMREKBEFENANCEPAGEMl474"ar .. InTI1201SBEFONEUSE Design volld for use only with MOekar connectors. This tleslgn Is based only upon parameters shown, and Is for on individual building component, not "we system. Before we, Me building designer must verify Me appllcobllity, of tleslgn parameters and properly Incorporate this tleslgn Into the overall building design, Bracing Indicated is to prevent budding of lndMdual trussweb and/or chord members only. Addltlonal temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guldonce regarding Me fobdcation, storage; delivery, erection and bracing of trusses and tnm system% seeANSVrPII CuCriteria. DSB49 and SCSI Balding Component Sarety Infosmal onovoilable from Truss Plate Institute, 218 N. Lea Street Suite 312. Alexandria VAT14. ��• MiTek' 69N Parke East Blvd. Tampa. FL 33610 Job Truss Truss Type City Ply THE ROYALE T13569635 rg11324 B COMMON 3 1 Job Reference o ti0nal a.1JUsmaf112u16MttexmauslneS.mC. mumarczuu:ia:u[uia 4x6 = 3x4 = Scale: 12-=1' I� 3x4 = 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 Inor YES Code FBC2017/TP12014 CS'. TC 0.37 BC 0.33 WB 0.12 Matni DEFL. in Ven(LL) 0.10 Vert(CT) -0.13 Horz(CT) 0.01 (loc) Vdefl L/d 5-8 >999 360 5-8 >999 240 4 n/a We PLATES GRIP MT20 244/190 Weight: 471b FT=0 LUMBER- BRACING - TOP CHORD 2,4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oo pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-7-1 oa bracing. WEBS 2x4 SP N0.3 REACTIONS. (Ib/size) 4=510/0-8.0, 2=568/0-8-0 Max Hoa 2=93(LC 9) Max Uplift 4=-292(LC 10), 2=,377(LC 10) FORCES. (lb) -Max. CompJMax. Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 2-3= 967/954, 3-0=-966/952 BOT CHORD 2-5=-785/883, 4-5=-785/883 WEBS 3-5=-84/315 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Elde for(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 292 lb uplift at joint 4 and 377 lb uplift at joint 2. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Can 6634 690d Parke East Blvd. Tampa FL 3361B Data: March 22,2018 O WARNING- Vetlty Joslgn Paramerersend READ NOTES ON TN/SANDINCLUDED MfrEKREFERANCEPAGEM0.)473re¢ 1aluAvis BEFORE USE Design valid for use only with MRei connectors. this design Is based only upon parameters shown and B for an Individual building component, not a truss system. Before use, me building designer must verity the applicability of design parameters and properly Incorporate this desgn Into the overall building design. Bracing Indicated is to prevent buckling of lntlivltluol ruse web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage: For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and two systems, seeANSI/IPII Guallrylyy Call DSB49. tend BCSI Building Component Safety InformatbrWolloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. ��- MiTek' 69" Parke East Blvd. Tampa, FL 33610 Jab ---] Truss Truss Type Oty Ply THEROYALE T735fi9636 m11324 BH7 BOSTON HIP 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Mar 22 09:10:33 2018 Page 1 ID-kfiGCA6bx7j2Sy1HDXFw7ye3KX-217Jsn3aY5homrR5HO07T2rL7iNjgG6dhsUEMzYOka is-&e 21-6-0 9-6-0 11.6-0 13-6-01 -0 17.6-0 19-6-0 21-0.0 2a-6-0 25E-0 29-0.0 35-0-0 6-0 to-0 7-9-0 2-6-0 2-PO 2A9 -6 1-6-0 2-0-0 2-0.0 1£-0-6- 89-0 2-0-0 2-6-0 7-0-0 1-0-0 Scale =1:62.6 4.00 12 5x6 = 12. L4_ _ 16. _ __ 35 33 32 "' 30 3x5 4x6 = 3x8 = 3x4 = 4x6 = 3x6 = = 7-0-0 14-0.0 21-0-0 26-0-0 35-0-0 7-0-0 7-0-0 7.0-0 7-D-0 7-0-0 Plate Offsets (X Y)-- f2:0-1-2 Edgel 128:0-0-2 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Ved(LL) 0.51 32-33 >826 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Ven(CT) -0.67 32-33 >628 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(CT) 0.14 28 nfa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 2081In FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 11, 18, 15, 7, 23 REACTIONS. (lb/size) 2=134910-8-0, 28=134910-8-0 Max Horz 2=-223(LC 8) Max Uplift 2=-825(LC 10), 28=-825(LC 10) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3---3392/2640, 3-4=-1213/956, 4-8=-1157/946, 8-9=-1145/979, 9-12=-1122/1028, 12-14=-1125/1090,14-16=-1124/1089,16-19= 1121/1028,19-22=-1145/979, 22-26=-1157/946,26-27=-1214/956,27-28=-3393/2641,3-5=-2373/2046,5-7=-2376/2050, 7-10=-2376/2050, 10-11=-2376/2050, 11-13=-2376/2050,13-15=-2376/2050, 15-17= 2376/2050, 17-18=-2376/2050, 18-20= 2368/2046, 20-23=-2368/2046, 23-25= 2368/2046, 25-27=-2364/2041 BOT CHORD 2-35=-2358/3190, 33-35= 2360/3166, 32-33=-2652/3448, 30-32=-2361/3167, 2830=-2358/3191 WEBS 3-35=0/284, 27-30=0/285, 3-33=-317/378, 16-33=-466/474, 2732=312/353, 14-15=-405/437 NOTES- 1) Unbalanced roof live (gads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psC BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl.,GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 3-9-10, Interior(1) 3-9-10 to 10-8-9, Extedor(2) 10-8-9 to 17-6-0, Interior(1) 24-3-7 to 31-2-6 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are 2x3 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of Was to bearing plate capable of withstanding 825 Ib uplift at joint 2 and 825 lb uplift at joint 28. 8) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. Wafter P. Finn PE No.22839 MiTek USA Inc. FL Ced 66U 6904 Parke East Blvd. Tampa FL 33610 Data: March 22,2018 Job Truss Truss Type Guy Ply THE ROYALE T73569637 ml 1324 GRA SPECIAL 1 1 Jab Reference (optional) Chambers Truss, Inc„ Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu 3x4 = LOADING (psQ TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP M 30 BOTCHORD 2x4SPM30 WEBS 2x4 SP No.3 2.3] FI2 4x4 = 4x4— 4x10 — 4x10 = 19 4 20 21 5 22 B 2x3 II 3x4 = 3x4 = 2x3 11 3x4 = Scale =1:26.6 SPACING- 2-0-0 CSI. DEFL. in (too) Udell Ud PLATES GRIP Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.08 11 >999 360 MT20 244/190 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.10 10 >999 240 Rep Stress ]nor NO WB 0.06 Horz(CT) 0.03 7 n/a n/a Code F8C2017/7PI2014 Matrix -MS 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. REACTIONS. (lb/size) 2=770/0-8-0, 7=770/0-8-0 Max Horz 2=-65(LC 6) Max Uplift 2=-523(LC 8), 7=-523(LC 8) Max Gmv 2=787(LC 17), 7=787(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23= 179a/1192, 3-4=-1761/1197, 4-5=-1724/1169, 5-6=-1761/1190, 6-7=-179a/1137 BOT CHORD 2-12= 1083/1685, 11-12=-1082/1692, 10-11=-1112/1724, 9-10=-1024/1692, 7-9--102a/1685 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. 11; Et¢ C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 5231b uplift at joint 2 and 5231b uplift at joint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 63lb down and 1141b up at 4-1-8, 85 lb down and 124 lb up at 5-0-0, 113lb down and 146 lb up at 5-7-3, 601b down and 129 lb up at 5-11-0, 60 lb down and 129 lb up at 7-11-0, 113 lb down and 146 lb up at 8-2-13, and 85lb down and 1241b up at 8-10-0, and 63 lb down and 139 lb up at 9-8-8 on top chord, and 61b down and 7lb up at 4-1-8. 18 lb down and 15lb up at 5-0-0, 33lb down at 5-7-3, 39lb down at 5-11-0 , 39lb down at 7-11-0, 33 lb down at a-2-13, and 18 lb down and 151b up at 8-10-0, and 6 lb down and 7 lb up at 9-8-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plQ Vert: 1.3=-54, 3-4= 54, 4-5=-S4, 5-6=-54, 6-8=-54, 13-16=-20 Concentrated Loads (lb) Vert: 3=7(8) 4=64(B) 5= 64(B) 6=7(B) 12=-6(B) 11=-35(B)10=-35(B) 9=-6(B) 19=-28(B) 20=-60(B) 21=-60(B) 22=-28(B) 23=-18(B) 24=-18(B) 1� Walter P. Finn PE No.12839 MiTek USA, Inc. FL Cad 6634 8904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 Job Truss Type Oty Ply THE ROVALET13569fi38 FGRBS m11324 SPECIAL 1 1 Job Reference (optional)_ i.namoers i ruse, mc., ron rlerce, rL 8.130 s Mar 11 2018 MiiTek Industries, Inc. Thu Mar 22 09:1 U:Ub'2U16 Page 1 Scale = 1:62.4 2x3 1 449 — 4.00 12 4xB = 3z4 = 3x6 = 2x3 4z4 = 3 25 26 4 27 IN 28 29 5 630 31 32 733 34 35 8 n1 �2 1011 b o1 18 36 37 17 38 16 39 42 14 4313 12 3z4 = 2x3 It 3z4 = 3x6 = 5x65=4041 3z4 =3.6 = 3z4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(L-) 0.11 17-18 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.14 17-18 >999 240 BCLL 0.0 Rep Stress [nor NO WB 0.53 Horz(CT) 0.03 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 146 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpt 4-15 REACTIONS. All bearings 0-8-0. (Ib) - Max Horz 2=96(LC 7) Max Uplift All uplift 100 lb or less atjoint(s) except 2=-536(LC 8), 15=-846(LC 8), 14=-555(LC 8), 10=-314(LC 8) Max Gmv All reactions 2501b or less at joint(s) except 2=787(LC 17), 15=1322(LC 1), 14=927(LC 1), 10=506(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1773/1106, 3-4=-1406/944, 4-6=-304/595, 6-7=-304/595, 7-8=-304/595, 8-9= 702/344, 9-10=-719/323 BOT CHORD 2-18=-962/1659, 17-18=-958/1675, 15-17=843/1406, 14-15=-595/429, 12-14=-158/622, 10-12=-196/636 WEBS 3-18=01331, 3-17=-297/158, 4-17=0/362, 4-15=-207611313, 6-15=-505/480, 7-14=431/408,8-14=-1063/625, 8-12=-1151265 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl, GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate,grip DOL=1.60 3) Provide adequate drainage to prevent water 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 has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 536 lb uplift at joint 2, 846 He uplift at joint 15, 555 He uplift at joint 14 and 314 He uplift at joint 10. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 257 lb down and 341 Its up at 5-0-0, 100 He down and 129 He up at 7-0-12, 100 Ile down and 129 Ile up at 9-0-12, 100 lb down and 129 Ib up at 11-0-12, 100 Ile down and 129 Ile up at 13-0-12, 100 Ile down and 129 Ib up at 15-0-12, 100 Ib down and 129 lb up at 17-0-12, and 100 Ile down and . 129 lb up at 19-0-12, and 100 Ile down and 129Ib up at 21-1-4 on top chord, and 83 Its down at 5-0-0, 39 Ile down at 7-0-12, 39 Ile down at 9-0-12, 39 lb down at 11-0-12, 39 He down at 13-0-12, 391b down at 15-0-12, 39 Ito down at 17-0-12, and 39 Ile down at 19-0-12, and 39 Ile down at 21-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of Walter P. Finn PE No.22839 others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). MTek USA, Inc. FL Carl 6634 8904 Parke East Blvd. Tampa FL 37810 LOAD CASE(S) Standard Date: March 22,2018 0 WARNING- wed/ydealgnparameters and BEAD NOTES ON THISAND INCLUDED MITEKREFERANCEPAGEM&MAI nev. 10=2DI5BEFOREUSE Design vclld for use only with MBek® connectors. this daslgn Is based only upon parameters shown, and Is for an Individual building component, not Nil' truss system. Before use, the building designer must venfy Me opplicabiily of design parameters and properly Incorporate this design Into the overall bulkdingdesign. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Addlflonal temporary and permanentbrockng MOW 6 ckways required for stabllcy and to prevent collapse with possible personal Injury and property damage. For general guldonce regarding the fcbncctlon storage, delivery, erection and bracing of trusses and truss systems, seeANS17IP1I Quality Cdfeda, D5549 and BCSI Building Component 6904 Parke East Blvd. Safety Informationovoklable from Truss Plate Institute. 218 N. Lee Street Sulfa 312, Alexandra. VA 22314. Tampa, FL 33610 Job Truss Truss Type Ory Ply THE ROYALE T735fi9638 m11324 GRB SPECIAL 1 1 Job Reference (optional_ wampers I run. Inc., ran Metals, FL 8.130 s Mar 11 2018 MiTek Industdes, Inc. 1 Mrs Mar 22 U9:1U:352U18 4.00 12 21r3 11 4%8 = 3x4 = 3x6 = a 25 26 4 27 28 29 5 630 31 32 2 d ta7 ✓ � 18 36 37 17 38 16 39 42 2x3 11 5x65=4041 3x4 = 3x4 = 3x6 = 4x4 = 2x3 II 4x4 733 34 35 8 14 4313 12 3x4 =3x6 = 3x4 = Scale = 1:62.4 3x4 = 5-0.0 x.n.n 6--M .1-7 80 1 Plate Offsets (X,Y)- 13:0-5-4 0-2-01 LOADING (psQ SPACING- 2-0-0 Cat. DEFL. in (too) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Ven(LL) 0.11 17-18 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Ven(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 FBC20171rP12014 Matrix -MS Weight: 146 lb Fr=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-15 REACTIONS. All bearings 0-8-0. (lb) - Max Hom 2=96(LC 7) Max 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) Max Grav All reactions 250 lb or less atjoint(s) except 2=787(LC 17), 15=1322(LC 1). 14=927(LC 1), 10=506(LC 14) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ila) or less except when shown. TOP CHORD 2-3=-1773/1106, 3-4=-1406/944, 4-6=-004/595, 6-7=-304/595, 7-8=-304/595, B-9=-702/344, 9-10= 719/323 BOT CHORD 2-18=-962/1659, 17-18=-958/1675, 15-17=-843/1406, 14-15=595/429, 12-14— 158/622, 10-12=-196/636 WEBS 3-18=0/331,3-17=-297/158,4-17=0/362,4-15=-2076/1313,6-15=-505/480, 7-14=-431/408, 8-14= 1063(625,8-12=-115/265 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh h=12ft; B=45tt; L=50ft, eave=6tt; Cat. II; Exp C; Encl.. GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding, 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 536 lb uplift at joint 2, 946 lb uplift at joint 15, 555 1la uplift at joint 14 and 3141b uplift at joint 10. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 257 lb down and 341 lb up at 5-0-0, 100 lb down and 129 lb up at 7-0-12, 100 Ib down and 129 lb up at 9-0-12, 100 lb down and 129 Ib up at 11-0-12. 100 lb down and 1291b 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 Ib down and 129 lb up at 19-0-12, and 100 lb down and 129 Ib up at 21-1-4 on top chord, and 83 Ib down at 5-0-0, 39 lb down at 7-0-12, 39 lb down at 9-0-12, 391b down at 11-0-12, 39 lb down at 13-0-12, 39 lb down at 15-0-12, 39 lb down at 17-0-12, and 39 It, down at 19-0-12, and 39 Ib down at 21-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back(B). LOAD CASE(S) Standard WalterP. Finn PE No.22839 MiTek USA, Inc. FL Ced ISM 6904 Parke East Blvd. Tampa FL 33810 Date: March 22,2018 O WARNING - Verify design Femmets. and READ NOTES ON MIS AND INCLUDED MDEK REFERANCE PAGE W74T3 rev. 16D3a0159EFORE USE Design valld for use only with Woos connectors. This dedgn Is owed only upon parameters shown and Is for On IndMduol building component, not a huw system. Before use, the building designef must verify the applicability of design parameters and propery Incorporate this design Into Me overall bullchg design, Bracing Indicated is to prevent buckling of lndNidual truss web and/or chord members only. Additional emparary and bracing MiTek' permanent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, dellvery, erection and bracing of trusses and ll systems, seeANSVIP11 GualBSyy Criteria. DSB-69 and BCS7 Building Component Safety krfomsntionavrMable from Truss Plate Institute. 218 N. Lee Sheet Suite 312 Alexandria, VA 22314, 69U Parke Ent Blvd. Tampa, FL 33810 Job Truss Truss Type cry Ply THE ROYALE T13569639 m11324 GRC HIP 1 1 Job Reference o tional Ghambers Tross, Inc., Fort Pierce, FL t1-0.0 8-0-0 13-8-0 17-6.0 8.130 s Mar 112018 MiTek Industries, Inc. Thu Mar 22 09:10:37 2018 Page 1 ID_UGCA6bx7j2Syl HDXFw7ye3KX.x3Mgi864cKBDFTksWs53du71 EJjDfZUYJgiN7zY0kW 214 27-0-0 35-0.0 36.0-0 9-0.0 8-0-0 5-8-0 3-10.0 3.10-0 1 5.8-0 8-0-0 5-0=0 Scale=1:60.3 5x8 MT16HS = - — SxB MT18HS = 4.00 12 2x3 11 3x8 = 3x6 = 2.3 11 3 23 24 25 426 27 285 6 729 30 31 32 8 m1 2 N a 9 10 6 16 14 13 33 15 34 35 36 37 38 12 39 3.5 = 2x3 11 34 = 6x10 = 6x10 = 3x6 = 2x3 11 3x5 = 8-0 1&0 &4-00 600023N& 8.0. Plate Offsets(XY)-- f3:0-5-40-2-81 I8:0-5-40-2-81 LOADING (psf) SPACING- 2-0-0 C51. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(L-) 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 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 15711a FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 4-14,7-13: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-9-3 oc bracing. WEBS 1Row at midpt 3-14.5-14 REACTIONS. (lb/size) 2=412JO-8-0, 14=3582/0-8-0, 9=1192/0-8-0 Max Horz 2=-109(LC 6) Max Uplift 2=-299(LC 8), 14=-2133(LC 8), 9=-764(LC 8) Max Grav 2=423(LC 17), 14=3582(LC 1). 9=1194(LC 18) FORCES. (III) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-377/225, 3-4=-1093/1954, 4-5=-1093/1954, 5-7=-1943/1220, 7-8=-1943/1220, 8-9=-2776/1671 BOT CHORD 2-16_ 154/317, 14-16=-160/350, 11-13=-1475/2624, 9-11=-1464/2591 WEBS 3-16= 200/679,3-14=-2514/1528,4-14=-641/586,5-14=-2674/1707,5-13— 1124/2080, 7-13=-592/548, 8-13= 760/483, 8-11=-201/684 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional): Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 2991b uplift at joint 2, 2133 Ib uplift at joint 14 and 764 Ib uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 182 Ib down and 312 Ib up at 8-0-0, 107 lb down and 173 Ib up at 10-0-12, 107 Ib down and 173111 up at 12-0-12, 107 Ito down and 173 lb up at 14-0-12, 1071b down and 1731b up at 16-0-12, 107 lb down and 173111 up at 16-11-4, 1071b down and 173 lb up at 18-11-4, 107111 down and 173 Ib up at 20-11-4, 107 lb down and 173 Ib up at 22-11-4, and 107 Its down and 173 Its up at 24-11 A, and 1821b down and 312 lb up at 27-0-0 on top chord, and:411 Ib down and 242Ib up at 8-0-0, 79 lb down and 1 Ib up at 10-0-12, 79 Its down and 1 Ib up at 12-0-12, 79 Its down and 1 Its up at 14-0-12, 79 Ib down and 1 lb up at 16-0-12, 79 go down and 1 Ib up at 16-11-4, 79 Its down and 1 lb up at 18-11-4, 79 Ib dawn and 1 lb up at 20-11-4, 79 lb down and 1 It, up at 22-11-4. and 79 lb down and 1 lb up at 24-11-4, and 411 Ib down and 242Ib up at 26-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Waiter P. Finn PE,No32839 MiTek USA, Inc. FL Cad 6834 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 Q WARNING -yedrydesignParameters and READ NOTES ON 7NISAND INCLUDED MDEKREFERANCEPAGEM&MM rev. 104sYlU15BEFORE USE Design volld for use only with MOek®connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the bullding designer must verily the applicability of design parameters and properly Incorporate this design Into the overall buloingdesign, Brocing Indicated is to prevent buckling of lntlMdual truss web and/or chord members only. Additlonaltemporaryondpenmonenibracing Is always required for stability and to prevent collopse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery. erection and bracing of trusses and in¢s systems. seeAN5UR,11 Gualryryyy. Cdfeds. DS549 and SCSI Mda10 Campon�nt Safety Informatbrtavafiabie from Truss Plate Imtituie, 218 N. tee Street Suite 312, Alexandrlo, VA 22314, �■ O■ MiTek' 6904 Parke East BNd. Tampa. FL 33610 Job ob Truss Truss Type y THEROYALE T73569639 mi 324 GRC HIP 71P, 1 JobReference (optional) Chambers I russ, Inc., Fort Plerca, FL 5XB MT18RS = 4.00 F12 2x3 II 3 23 24 25 426 8.13us Mar11 eu16MIIeKInausmes,Inc. numar[zors.ioar zvio raga ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-1(3Mgi864cKBDFTks W s53du?I EJIDfZUYJgiN7zYOkW ,0 21-4.0 27-0-0 35-0.0 36.0-0 -o 3-10-0 1 5-8-0 8-0-0 -0-0 Scale=1:60.3 5.8 MT18HS = 3x8 — 3x6 = 2x3 27 285 6 729 30 31 32 a 01m1N 3x5 = 2x3 11 3x6 = Bx10 = 6x10 = 3x6 = 2x3 11 3x5 _. LOADING last) 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 NO Code FBC2017/TPI2014 CSI. TC 0.71 BC 0.67 WB 0.79 Matrix -MS DEFL. Ve art Vert(CT) Hors(CT) in (loc) Udefl Ud 0.22 11-22 >999 360 -0.3113-14 >830 240 0.05 9 n1a n1a PLATES MT20 MT18HS Weight: 157 lb GRIP 2441190 2441190 FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-9-3 oc bracing. WEBS 2x4 SP No.3'Except' WEBS 1Row at midpt 3-14,5-14 4-14.7-13: 2x6 SP No.2 REACTIONS. (lb/size) 2=412/0-8-0, 14=3582/0-8-0, 9=1192/0-8-0 Max Ho¢ 2=-109(LC 6) Max Uplift 2=-299(LC 8), 14=-2133(LC 8). 9=-764(LC 8) Max Gray 2=423(LC 17), 14=3582(LC 1). 9=1194(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-377/225, 3-4=-1093/1954, 4-5=-1093/1954, 5-7=1943/1220, 7-8=-1943/1220, 8-9=-2776/1671 BOT CHORD 2-16=-154/317, 14-16=-160/350, 11-13=-1475/2624, 9-11=1464/2591 WEBS 3-16=-200/679,3-14=-2514/1528,4-14=-641/586,5-14=-2674/1707, 5-13=-1124/2080, 7-13=-592/548, B-13=-760/483, 8-11= 201/684 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph(3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45N; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Allplatesare MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.01 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 299111 uplift at joint 2, 21331Is uplift at joint 14 and 764111, uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1821to down and 312 Its up at 8-0-0. 107 lb dawn and 173 Its up at 10-0-12, 107 lb down and 173 lb up at 12-0-12, 107 Its down and 173 Ib up at 14-0-12, 107 Ib down and 173 lb up at 16-0-12, 107 Ill, down and 173 lb up at 16-11-4. 1071b down and 173 Ib up at 18-11-4, 107 lb down and 173 lb up at 20-11-4, 107 Ito down and 173 Ib up at 22-11-4, and 107111 down and 173 Ito up at 24-11-4, and 182 Ib down and 312 Ib up at 27-0-0 on top chord, and 411 Ito down and 2421b up at 8-0-0, 79 Its down and 1 lb up at 10-0-12, 79 Ib down and 1 lb up at 12-0-12, 79 Its down and 1 Its, up at 14-0-12, 79 lb dawn and 1 lb up at 16-0-12, 79 lb down and 1 lb up at 16-11-4, 79 lb down and 1 Ib up at 18-11-4, 79 lb down and 1 lb up. at 20-11-4, 79 Its down and 1 Ib up at 22-11-4, and 79 Its down and 1 lb up at 24-11-4, and 411 Ito down and 242Ib up at 26-11-4 on bottom chard. The desigNselection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 Q WARNING- Vedtydeslgnpmamerereand READ NOTES ON THIS AND MCLUDEDNmEKREFERANCE PAGE 111II-7473rev. 10433Qa15 BEFORE USE 1V*� Design valid for use only with M0ela4 connectors. This design Is based only upon parameters shown, and is for an Indlvlduol building component, not a truss system. Before use, the building designer must verity the applicablllty of design parameters and properly Incorporate this design Into the overall buedingdesign. Bracing Indicated is to prevent buCWing of Individual truss web and/or chord members only. Additional temporary and permanent bracing ■•�Yw MiTek- Isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabAcoton, storage. delivery, erection and bracing of trusses and truss systems, seeANSI/IPII QualBy Cristo, DSB49. and SCSI Building Component 69N Pa*a East Blvd. Sab1V In/omralbnavaeable from Truss Plate Institute. 218 N. Lee Street Suite 312, Alexandra, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply THE ROVALE T13569640 m11324 it MONO TRUSS 2 1 Job Reference (optional unamoers I Wes, Inc., ran rlerce, ri- 6.13u s Mar 11 2u16 MI I eK Inousines. Inc. Ina Mar 22 ur:ival [u D rage 1 3.4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Ve t(LL) -0.00 5 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Ven(CT) -0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Ho1z(CT) 0.00 4 Ne Na BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 20 SP No.3 BOT CHORD 2x4 SP No.3 Scale =1:6.1 PLATES GRIP MT20 244/190 Weight: 5lle FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=9/Mechanical, 2=118/0-8-0, 4=0/Mechanioml Max Harz 2=48(LC 10) Max Uplift 3=-4(LC 7), 2=-140(LC 10) Max Gmv 3=11(LC 15), 2=118(LC 1), 4=17(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 jib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.OpsY h=12N; 6=45ft; L=5Oft: eave=Bf ; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C EMedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 Pat bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41b uplift at joint 3 and 140lb uplift at joint 2. Walter P. Finn PE No12839 MTek USA, Inc. FL Cod 6834 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 Q WMN/NG- Veadvares/gn paametam and HEAD NDTE5 0NTNLSANDWCLUOED MWEKBEFEBANCEPAGEMM174M ev. 1043,2015 SUORE USE Design valid for use only with MgeM connectors. This design Is based only upon parameters shown. and Is for an IndMdual building component, not � a truss system. Before use, the building designer must veaty the applicability of design parameters and propery Incorporate Me design Into Me overall bundhgdergn. Bracing Indicated is to buckling of Individual trussweb and/or chord members only. Addi6onaltempororyondpennanentbrachg MiTek' prevent Is always required for slabllity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcanon storage, delivery, erection and brccing of trusses and puss systems weANSVIP11 Qua @y Call DSO-89 and (SCSI Balding CompOnOnt 6904 Parke East Blvd. Safely 0Palo from Truss ale Institute, 218 N. Lee Street. Suite 312. Alexondtlo. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qry Ply ROYALET13569fi41 m11324 J2 MONOTRUSS 4 1b FE Reference (optional) Chambers Truss, Inc., FOn PIOICD, FL 6.13U S Mar 11 LUl B MI I eK InaO91neS, Inc. I nU Mar 24 UY:lu- l- co r o 4 3x4 = Scale = 1:7.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Ven(LL) -0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WE; 0.00 Horz(CT) -0.00 3 n/a WE BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 8lb FT=0 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=37/Mechanical, 2=141/0-8-0, 4=23/Mechanical Max Horz 2=67(LC 10) Max Uplift 3=-28(LC 10), 2=-136(LC 10), 4— 3(LC 7) Max Gray 3=42(LC 15). 2=141(LC 1), 4=31(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Ops(: h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 3, 136 lb uplift at joint 2 and 31b uplift at joint 4. Walter P. Finn PE No22639 I USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 Q WARNING -Verity daslgnparsrrietersand READ NOTES ON THISAND INCLUDED MNEKREFERANCEPAGEMII7473 rev. I&cJi2015BEFOREUSE Design volltl for use only with MBeW connectors, this design Is based only upon parameters shown. and Is for on Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate tills design Into the overall buiidingdeslgn. Bracing indicated is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always requtred for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding me fabrication, storage, delivery, erection and bracing of trusses and truss sWem% soeANSVLPII Quay CmnN, OSB49 and SCSI Building Component Safety Infamrctbllavollable from Truss Plate Immure. 218 N. Lee Sheet, Suite 312. Alexandria, VA 22314. e904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type cry Ply THE ROYALE T73569fi42 m11324 J3 MONO TRUSS 2 1 Job Reference (optioned) 1 namuers I rues, Inc., run rlUr e, rl O.I Ju a mar l l zu m mu en nNu]Urcs, n,Y. I ua 1101 cc v+..v...o cvm 3x4 = LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 SC 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 We BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=64/1vIechanical, 2=173/0-8-0, 4=37/Mechanical Max Horz 2=85(LC 10) Max Uplift 3=-54(LC 10), 2=-147(LC 10), 4=-4(LC 10) Max Grav 3=70(LC 15), 2=173(LC 1), 4=50(LC 3) FORCES. (Ib) -- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 2441190 Weight: 11 lb FT=0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 3, 147 Ib uplift at joint 2 and 4 lb uplift at joint 4. Scale =1:9.4 Walter P. Finn PE No.22839 MrIek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 Job Truss Truss Type Oty Ply THE ROYALE T73569643 m11324 J4 MONO TRUSS 4 1 Job Reference (optional) wampers i rues. Inc., ran rierce, rL 15.13U S Mar 11 ZUl Is MI I eK measures, Inc. I nu Mar ez v>: i u:av eu i a raye I ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-tSUa7g7L7xRxUmuFeH7XjJ5So6UM7eD??dJpROzYOkU 3x4 = 4 LOADING (pst) SPACING- 2-0-0 CSI. OEFL. in (roc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.02 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.02 4-7 >999 240 BCLL 0.0 Rep Stress ]nor YES WE 0.00 HondCT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=89/Mechanical, 2=206/0-8-0, 4=50/Mechanical Max Holz 2=104(LC 10) Max Uplift 3=-79(LC 10), 2=-161(LC 10), 4=-e(LC 10) Max Gmv 3=97(LC 15), 2=206(LC 1), 4=67(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:11.1 PLATES GRIP MT20 244/190 Weight: 141b FT=0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-M oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=451t L=50ft; eave=6ft; Cat. II; Eep C; Encl., GCpi= S; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 1b uplift at joint 3,161 lb uplift at joint 2 and 8 lb uplift at joint 4. Walter P. Finn PE No.22839 MiTak USA Inc. FL Cart 6634 6904 Parke East Bind. Tampa FL 33610 Date: March 22,201 B Q WARNING -yeNlydealgn parameters andREAD NOTES ON MIS AND DlCLUDED MREKREFERANCE PAGE M0.T4Ta my. faWssVI5 BEFORE USE Design valid for use only with Mfrek®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 appllcabilay of design parameters and properly Incoporcr a this design Into the overall building design. Bracing Indicated B to prevent bucWing of IndlVldual truss web and/or chord members only. Additional temporary and permanent bracing . �L Welk' Is always requl ad for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the retail storage, delivery, erection and bracing of Muses antl truss systems. seeANSVIPII Caa1By Criteria. 05349 and BCSI Building Component SON Parke East Blvd. Safety Infolmationavoilable from Truss Plate Institute. 218 K Lee Sheet Suite 312. Alexandria VA 22314. Tampa, FL M610 Job Thus Truss Type Oty THE ROYALE T13569fi44 m11324 J5 MONO TRUSS JPly 11 1 Job Refe n e ( pt'o a0 Gnambers I rue$, Inc., Yon Pierce, rL 8.130 3 Mar 11 2018 MiTek Industries, Inc. I nu Mar 2z ue:l u:4u zu1 a rage I ID:_kfiGCA6bx7j2Syl HDXFw7ye3KK-Le2yKA8mFZo6wTRC__emF W dZeW IRs5TBEH2MzSzYOkT -1-0-0 5.0.0 1-0-0 + 5-0.0 3x4 = LOADING (pi SPACING- 2-0-0 CSL DEFL. in floc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.06 4-7 >939 360 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.06 4-7 >964 240 BOLL 0.0 Rep Stress Incr YES WEI 0.00 Hoa(CT) -0.00 3 n/a Iva BCDL 10.0 Code FBC20177TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP N0.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=115/Mechanica1, 2=243/0-8-0, 4=63/Mechanical Max Harz 2=123(LC 10) Max Uplift 3=-104(LC 10), 2=-177(LC 10), 4=-9(LC 10) Max Gmv 3=125(LC 15), 2=243(LC 1), 4=87(LC 3) FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale =1:12.7 PLATES GRIP MT20 244/190 Weight: 171b FT=0 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psP BCDL=3.Opsf; h=12ft; B=45ft; L=501T eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterodi?) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of Tmss to bearing plate capable of withstanding 104 lb uplift at joint 3, 177lb uplift at joint 2 and 91b uplift at joint 4. WalterP. Finn PE No.22339 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 Q WARNING- Vedydeal9npananfersari READ NOTES ON MIS AND/NCLUDEDMREKREFERANCE PAGE 110I-74Tarev. fo=015 BEFORE USE Design valid for use only with MgeM connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not a two system. Before use, the building designer must verity the applicability of design parameters and properly Inw porafe this design Into the overall bulldingdeslgn. Bracing indicated is to prevent buckling of Individual muss web and/or chord members only. Additional temporary and permanent bracing �r M!Tek' u always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding me fabdoodon, storage, delivery, erection and bracing of musses and truss systems seeANSUR'N Quality Cri DS$d9 and 11051 Building Component 69U Parke East Blvd. Safety Infannationovalicti mom Truss Plate Institute, 218 N. Lee Steel, sure 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Cry Ply THE ROYALE T13569645 m11324 J6 MONOTRUSS 4 1 Job Reference (Optional)_ wamaers cuss, mc., ran rierce, rL 8.130 s Mar l l 2018 MiTek Indwtnes, Inc. Thu Mar 22 Ue:l U:4U ZU18 -age 1 ID:_kfiGCA6bx7j2Sy1HD%Fw7ye3KX-Le2yKABzuFZo6wTRC_emFWdeEWItsSTBEH2MzSZYQkT 3x4 = 4 Scale=1:14.3 LOADING (,a, SPACING- 2-0-0 CSI. DEFL. in (loc) Vdiefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Ved(LL) 0.11 4-7 >664 360 MT20 244/190 TCDL 7.0 Lumber I 1.25 BC 0.80 Ved(CT) -0.11 4-7 >652 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n1a BCDL 10.0 Code FBC2017?PI2014 Matdx-MP Weight: 201b FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=142/Mechanical, 2=275/0-8-0, 4=70/Mechanical Max Horz 2=140(LC 10) Max Uplift 3=-129(LC 10), 2= 192(LC 10). 4=-B(LC 10) Max Gray 3=155(LC 15), 2=276(LC 15), 4=100(LC 3) FORCES. (lb) Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opstl h=12f ; B=45ft; L=50ft; eave=6f; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 129 lb uplift at joint 3, 1921b uplift at joint 2 and 8 lb uplift at joint 4. Walter P. Finn PE No.22039 MiTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 QWARNING- VedtydaW rr pawmetarsend REilDNOTES ONTHISANDNCLUDEDM? KREFERANCEFAGEMX7473rev. 141Y1015BEFOREUSE. Design valid for use only with Mnek® connectors. This design Is based any upon parameters shown, and b for an Individual building component, not a buss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate Mh design Into the overall bulldingdeslgn.Bracing Indicated is to prevent buckling of individual hum web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collopse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erectlon and bracing of trusses antl hum systems seeANSU1P11 GaalN9yy CrBr do, DSII.S9 and SCSI BuldbD Component Safety hdoanatbmvallable from inns Plate Institute, 218 N. Lee Sheet, Suite 312. Alexantlrio, VA 22314. ��` MiTek' 69N Parke East Blvd. Tampa, FL 33610 Job Truss Type Oty Ply THE ROYALE 7B_S T13569646 324 MONO TRUSS it 1 Job Reference (optional) 6.1au a mar n zma MI I ea Inausmes, Inc. I nu iviai 4c ua: iv:r i cu,a rage i ID:kFvnsnDWY4192h0_nM31c6y1J9g-prcKYW9bfYhQ42dli9?okAlrw7HbYIITxoVW uzYOkS Scale =1:17.7 3x4 5 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac)/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.14 4-7 >676 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.30 4-7 >310 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Holz(CT) -0.00 3 Na Na BCDL 10.0 Code FSC2017/TPI2014 Matrix -MP Wind(LL) 0.26 4-7 >368 240 Weight: 26 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=188/Mechanical, 2=348/0-8-0, 4=99/Mechanical Max Herz 2=178(LC 12) Max Uplift 3=-174(LC 12), 2=-226(LC 12), 4=-13(LC 12) Max Gmv 3=195(LC 17), 2=348(LC 1), 4=141(LC 3) FORCES. (lb) - Marc Comp./Max. Ten. -All fames 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Ops4 h=12ft; B=59ft; L=36ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-7-3, Intedor(1) 2-7-3 to 7-10-4 zone;C-C for members and forces 8, MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer togirder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 3, 226lb uplift at joint 2 and 13111 uplift at joint 4. WalterP. Finn PE No.22639 MiTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 ,&WARNING-VeNry LesignparsmelersanEREAD NOTES ON THIS AND INCLUDEDMREKREFERANCE PAGE MU-7473rev. 1G 015 BEFORE USE Design valid for use only with MlfeltaD connectors. This design Is based only upon parameters shown, and Is for an Individual buffding component, not ��• a truss system. Before use. Me building designer must verify Me applicabllity of design parameters and properly Incorporate this design Into Me overall buildingdeslgn. Bracing indicated Is to prevent buckling ofhdMducltruss web and/or chord members only. Additional temporary and permanentbracing MiTek' Is always required for stability and to prevent collapse win possible personal injury and propedy damage. For general guidance regord!ng the fabrication storage, delNery. erection and bracing of trusses and rust systems, seeANSVrpII Quality CMedo, DSB49 and BC31 Building Component Sably Womtatbrnvailable from Truss Plate Institute. 218 N. Lee Steel, Suite 312, Alexcndrla, VA 22314. 69M Palle East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply THE ROYALE T73569647 m11324 JA MONOTRUSS 2 1 Job Reference (optional) e.1au s mar llzm a mi i ex muumnes, mc. mU mar ee us: i u:a r zu i o rage i ID:_kfiGCA6bx7j2Syl HD%Fw7ye3K%-prcKYW9bfYhfj42dli9?okAscwDBbYIITxaVW MYQkS 3x4 = 4 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Ved(LL) -0.00 7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.00 7 >999 240 BCLL 0.0 ' Rep Stress Inor YES WB 0.00 Honi -0.00 3 n/a Na BCDL 10.0 Code FBC2017/rP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=45/Mechanical, 2=150/0-8-0, 4=28/Mechanical Max Horz 2=73(LC 10) Max Uplift 3= 37(LC 10), 2=-139(LC 10), 4=4(LC 7) Max Grav 3=50(LC 15). 2=150(LC 1), 4=37(LC 3) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. Scale = 1:8.3 PLATES GRIP MT20 244/190 Weight: 9lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 24-3 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 pal bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37lb uplift at joint 3, 139 lb uplift at joint 2 and 41b uplift at joint 4. Waltrip. Finn PE No.22839 M7ek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 Q WARNNO- Valy EesignpasintersarCREAONOTES ON THMANONCLUOEOMREKREEERANCEPAGEM67473re1 1d4Y1p15BUORE USE. Design valid for use only with Meek® connectors. this design Is based only upon parameters shown, and a for an Individual building component, not �� a truss system. Before use, me building designer must verity me applicability of design parameters and properly Incorporate Ink design Into the overall bulldingdeslgn. Bracing Indicated is to prevent buckling of individual truss, web and/or chord members only. Additional temporaryond permanent bracing Welk' Is always required for stabllBy and to prevent collapse with posable personal injury and property damage. For general guidance regarding Me fabrication storage, delivery. erection and bracing of trusses and truss systems, seeANSViPH Quality Cdt.de, DSB-69 antl BCS7 Building Component Safely InformaUnnovoflable from Truss Plate 218 N. tee Street, 69U Parke East Blvd. Tampa, Insmute, Suite 312. Alexandria, VA 22314. FL 33610 Job Truss Truss Type Oly Ply THEROYALE T13569648 m11324 JB MONO TRUSS 2 1 Job Reference o tional rw, name, IL a.luus Mar 11201d MIIex Dlausmes. Inc. IOu Mar z4 ue:lu:Az zula 3z4 = 4 Scale=1:12.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.10 4-7 >645 360 MT20 244/190 TCDL 7.0 Lumber DOL. 1.25 BC 0.89 Vert(CT) -0.07 4-7 >898 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017fFP12014 MatriX-MP Weight: 191b FT=0% LUMBER - TOP CHORD 2x4 SP M 30 ROT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 3=127/Mechanical, 2=269/0-8-0, 4=63/Mechanical Max Hoa 2=114(LC 10) Max Uplift 3=-109(LC 10), 2=-206(LC 10), 4=-6(LC 10) Max Grav S=127(LC 15), 2=269(LC 1), 4=90(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; 8=45ft; L=50h; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1091b uplift at joint 3, 206 lb uplift at joint 2 and 6lb uplift at joint 4. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 8634 69U Parke East Blvd. Tampa FL 33610 Date: March 22,201 S Q WARNING- Vedrydes/9npemmetersend READ NOTES ON TN/SANDOICLUDWMIFEKREFERANCEPAGEMU74M.re. nW.YLe1SBEFOBE USE Design valid for use only with Milled) connectors. 4sB design Is based only upon parameters shown, and Is for an Individual building component, not a hum system. Before use, me building designer must verity the appllaablldy, of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual tnss,web and/or chord members only. Additional temporary and permanent brodng MiTek' Is always required for stoically and to prevent collapse with pomble personal Maury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and brodng of hums and hum systems s,eANSV1PII QUOTIMyy creeds. DS549 and 1101 Building Component Safety mformallonavoilable from Truss Plate Inslltule, 218 N. fee Sheet Sulfa 312. Ne[ontlrlo. VA 22314, 690a Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type City Ply THE ROYALE T73569649 T11324 JC MONO TRUSS 2 1 Jab Reference (optional) unamoers cuss, Inc., ron netts, rL 8.130 a Mar 11 2018 MiTek Industnes, Inc. Inu Mar z2 ue:l u:4s zurn rage 1 ID _kfiGCA6bx7i2Sy1 HDXFw7ye3KX-mDj5zBArBA#NzOBOt7BTt9FC5kwg3SCawFHOanzY0kO 4 Us = Scale = 1:6.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Ven(LL) -0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Ved(CT) -0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 We Na BCDL 10.0 Code FBC2017/TPI2014 Matdx-MP Weight: 5lb FT=0 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=11/Mechanica1, 2=119/0-8-0, 4=4/Mechanical Max Horz 2=50(LC 10) Max Uplift 3=-6(LC 7), 2= 138(LC 10) Max Gray 3=14(LC15), 2=119(LC 1), 4=14(LC 10) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-1-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh h=12ft; B=45ft; L=50f ; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip D0L--1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 3 and 138 lb uplift at joint 2. Walter P. Finn PE No32839 MDek USA, Inc. FL Cad 8834 69U Parke East Blvd. Tampa FL 33610 Date: March 22,2018 QWARNDIG. VerlrydaVgn peramesers and READ NOTES ON 7NIS AND INCLUDED MITEKREFERANCEPAGEMD-7473mv. IGUY2015BEFORE USE Design valltl for use only wllh Mn"lt®connecton This tlaslgn6basatl only upon parameters shown and is for on lnOtvltlual bulltlNg component. not a buss rystem. Before use. Me bulltlln8 tleslg^er must verify Me opplicablliiyof tlesign parameters ono properly Incorporate ihb tleslgn Into the overall bullding design. Bracing Ntlicateo is to prevent buckling oflnd`vdupl buss web and/or chord memb-nimly.Adtlitloncl temporary antl permpnentbrptlng Is always requeetl for stpbatiy on,to prevent coliopse wllh pos40ie personpl InJury on property damage. For gone,.,guklpnce regaming the /pbticotion storage, tl.INery, erection ono bracing of trusses Ond buss systems, seeANSU1P11 GUg11p8yy CMGM. DSB-09 ono BCSI BuIdkrD CemponAnf SGfisty lnfiarm r '.Ioie ham Truss Rote Institute. 218 N. tee Sheet. Suite 3, 2. A..orlo. VA 22314. `.�Y■ a^. Ip1 IYI�TBk• 6904 Parke East BNd. Tampa, FL 33610 Job Truss Truss Type cry Ply THE ROYALE T73569650 m11324 KJ5 MONO TRUSS 1 1 Job Reference (optional) Gharri ThUSS, Inc., Fart Pierce, FL 8.130 a Mar 11 2018 MiTek Industries, Inc. Thu Mar 22 09:10:43 2018 Page 1 ID-k8GCA6bx7j2Sy1HDXFw7ye3KX-mDj5zi3ArBAxNZOB017BTt9F9Wks73SCawFHOa YQkQ -2.83 12 Seale=1:15.7 7-0-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) . 0.09 4-7 >923 360 MT20 244/190 TCDL 7.0 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 Hom(CT) 0.00 2 nits nits BCDL 10.0 Code FBC2017/TPI2014 Matnx-MP Weight: 23 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=194/Mechanical, 2=233/0-11-5, 4=94/Mechanical Max Hom 2=109(LC 8) Max Uplift 3=-174(LC 8), 2=-191(LC 8) Max Gmv 3=198(LC 13), 2=233(LC 1), 4=133(LC 3) FORCES. (Ib) - Max Comp./Max. Ten. -Aft forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Ops1; h=12ft; B=45ft; L=50ft; eave=6tt; Cat. II; Exp C; Encl., GCpiiS; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 38-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 Ib uplift at joint 3 and 191 lb uplift at joint 2. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-2= 54 Trapezoidal Loads (pif) Vert: 2=0(F=27, B=27)-to-3=-95(F=-20, B=-20), 5=0(F=10, 8=10)-to-4=-35(F= 8, B=8) Welterli. Finn PE No22839 MiTek USA, Inc. FL Cart 6634 69D4 Parke East Blvd. Tampa FL 33810 Date: March 22,2018 Q WARNDIG-Vedrydeslgnyeremerereand READ NOTES ON THIS AND 6VCLUDEDMREKREFERANCEPAGEMIAZ,73rey. 10=015 BEFORE USE Design valid for use cnlywlth Mgek61 connectors. this design Is based only upon parameters shown, and Is far an Indbklual building component, not �R ■■■■ a buss system. Before use, Me building designer must verity the appllcablllty, of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual huss web and/or chord members ohly. Additional temporary antl permanent bracing WOW b always required for stability and to prevent collapse with poseble person"" and property damage. For general guidance regarding Me fabdcallon. storage, delivery. erection and bracing of trusses and buss systems. seeANSt/IPII Qua 01y Creoles. Dab49. and SCSI building Component 218 N. Lee Street. 6904 Parke East Blvd. Tampa, FL 33610 Safety Infomwtbrnvallable from Truss Plate Institute. Suite 312, Alexandfla. VA 22314, Job Truss Truss Type Oty Ply ROYALET73569651 m11324 KJ8 MONO TRUSS 2 1b FE Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Mar 22 09:10:44 2018 zra II 3x4 = 30 = 5 7-2-7 3-10-5 OL2.4 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (too) Well 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 Hord(CT) 0.01 5 n/a Ida BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 44111 FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 9-10-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=90/Mechanic 1, 2=465/0-11-5, 5=409/Mechanical Max Horz 2=178(LC 8) Max Uplift 4=-91(LC 8), 2= 332(LC 8). 5=-223(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-875/541 BOT CHORD 2-6=-535/842, 5-6=-535/842 WEBS 3-6=-1/287. 3-5=-923/587 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcumant with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91111 uplift at joint 4, 332111 uplift at joint 2 and 223 lb uplift at joint S. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 61111 up at 2-11-0, 38 Ib down and 61 Ib up at 2-11-0, a lb down and 106111 up at 5-e-15, 8 Ib down and 106 lb up at 5-8-1 S. and 42 lb down and 145 It, up at 8-6-14, and 42 Ib down and 145111 up at 8-6-14 on top chord, and 31111 up at 2-11-0, 31111 up at 2-11-0, 11111 down and 31 lb up at 5-8-15, 11 Ib down and 31 lb up at 5-8-15, and 31111 down and 14 lb up at 8-6-14, and 31 Ib down and 141b up at M-14 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1.4= 54, 5-7= 20 Concentrated Loads (Ib) Vert: 10=80(F=40, B=40) 11— 5(F=>3, B=2) 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 Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 QWARNING-yeH/yde gnpsvrufam.dREADN0IES ON MIS AND INCLUDED MmEKREFERANCEFAGEMIF7477rex, IDD32015B£FORE USE. Design valld for Use only with Meek@ connectors. This Design Is based Only upon parameters shown. and is for an Incilviduol building component. not a fuss system. Before use, the building designer must verity the applicabilty of design parameters and propery Incorporate this design Into the overall bultdingdedgn. Facing indicated 6toprevent buckling ofIndividual hassvreband/or chord members only. Additional temporary end permanent bracing MiTek' Is always required for stability and to prevent collapse with poseble personal injury and properly damage. For general guidance regarding the fabricatlon, storage, dellvery, erectlon and bracing of trusses and truss systems seeANSUIPII Quality CdtnW. DSB-69 and BCSI Building Component 6904 Parke East Blvd. Solo Iformalbtnvcilable from Tnus Rate Institute. 218 N. Ise Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610 Job Truss Thus Type Oty Ply THE ROYALE T73569652 m11324 KJA MONO TRUSS 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Mar 22 0910:44 2018 3x4 = Scale =1:13.6 6-0-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 VerI LL) 0.04 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.07 4-7 >974 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 20lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 on puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 on bracing. REACTIONS. (lb/size) 3=142/Mechanical, 2=181/0-9-11, 4=69/Mechanical Max Ho¢ 2=97(LC 8) Max Uplift 3=-129(LC 8), 2=-150(LC 8) Max Grey 3=145(LC 13), 2=181(LC 1), 4=104(LC 3) FORCES. (lb) -Max Comp fMax. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 vide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1291b uplift at joint 3 and 150lb uplift at joint 2. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(po Vert: 1-2— 54 Trapezoidal Loads pi) Vert: 2=0(F=27, B=27)-to-3=-81(F=-14, B=-14), 5=0(F=10, 8=10)-to-4=-30(F=-5, B= 5) Walter P. Finn PE No22039 MDek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 QWARN/NG- Verlydcslgnpa f1.an1READ NOTES ON TNISAND INCLUDED MREKREFERANCEPAGEMbPMnnr, 111103SW1SBEFOREUSE Design valid for use only with MITekS connectors. rhis design Is based only upon parameters shown, and Is for an Individual building component. not ��' a nuss system. Before use, Me building designer must verify the applicability of design parameters and property Incorporate this design Into Me overall bulltling design. Bracing Indicated is to prevent bucNing of hdMdual buss web and/or chord members only. Additional temporary and bracing WGIC permonent Is always required for stability end to prevent collapse with possible personal Injury and properly damage. For general guldonce regarding the fabrication, storage, delivery, erection and bracing of hums and truss systems, seeANSVrpII Quality Cmedn, oSB-99 and BC61 building Component Safety Informal orrwalloble from Tnlss Plate Institute, 218 N. We Sheet Suite 312. Alexcndria. VA 22314. 69M Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type City Ply THE ROYALE T13569653 m11324 KJB MONO TRUSS 2 1 Job Reference (optional) chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Mar 22 09:10:45 21J16 Page 1 ID:_dGCA6bx7j2Syl HDXFw7ye3KX-icrrOtC6jnB5ChLP_YFxyatZfXbOXMitOZm7fgzYOkO c'-le=1:11.7 4-11-9 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.02 4-7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.03 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr NO WE; 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 171b FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or4-11-9 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=95/Mechanica1, 2=148/0-9-11, 4=46/Mechanical Max Horz 2=75(LC 8) Max Uplift 3=-84(LC 8), 2=-136(LC 8) Max Grav 3=95(LC 1), 2=148(LC 1), 4=77(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opst h=12ff, B=45ft; L=50ft; eave=6h; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcunent with any other live loads. 3)' This truss hasbeen designed for a live load of,20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 84 lb uplift at joint 3 and 136 lb uplift at joint 2. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-2=-54 Trapezoidal Loads (pit) Vert: 2=0(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.22839 MiTek USA Inc. FL Cad 6831 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 O WARNpvG- yedrydesfgnparamefersandlIf DNOTES ON TN/a ANDMCLUDWMREKREFERANCEPAGEMLL747Jmv. 1aA1r101SBEF0REUSE. Design valid for use only with Maek® connectors. IDls design is based any upon parameters shown, and Is for on mtllvldual bulding component, not a Muss system. Before use, me building cleAgner must verify the applicability of design parameters and properly Incorporate this deslgn Into the overall building design. Bracing intlkcated is to prevent bucWing of individual truss web and/or chord members only. Addlaonal temporary and permanent bracing Is always perjuired far stability and to prevent collapse wAm possible personal Injury and properly damage. For general guidance regarding the tabecaflon, storage, delivery. erection and bracing of trusses and truss system& seeANSU1Pi1 Quality CMerla, DS5419 and 1301 Sulding Component Safety Informatlonovaaable from True Plate Institute. 218 N. Lee Street Sulte 31Z Alexandria, VA 22314. MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type city Ply THE ROYALE T73569654 m11324 MV2 VALLEY 1 1 Job Reference (optional) russ, Inc., ran rleme, t•L 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Mar 22 09:10:46 2018 Page 1 I D:_kfiGCA6bx7j2Syl HD%Fw7ye3KK-AoPDbDDkUSJygrwbYRAVntlPxxUGpy1 cDVgB6zYakN 2-0-0 2-0-0 4.00 12 3x4 Scale =1:6.1 LOADING (psf) SPACING- 2-M CST. DEFL, in (roc) Vde9 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(L-) Na - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) Na - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(CT) -0.00 2 n/a File BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 5lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=412-0-0, 2=30/2-0-0, 3=11/2-0-0 Max Horz 1=21(LC 10) Max Uplift 1=-20(LC 10), 2=-30(LC 10) Max Grav 1=42(LC 15), 2=32(LC 16), 3=22(LC 3) FORCES. (Ib) - Max. Comp./Malc Ten. -All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 2-0-0 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50h; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-M wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSVFPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 1 and 30 Ito uplift at joint 2. WaflerP. Finn PE No 22839 MiTek USA, Inc. FL Can 8834 6904 Parke East Blvd Tampa FL 33610 Date: March 22,2018 AWARNWG-VenrydesrgnperameremaodREAOMOMS ONMMMDWCLUDMUffEKREFERANCEPAGEMX74mJ V..Jalwor$SUOREUSE Design volltl for use only with MRekG) connectors. Aa design Is based only upon parameters shown, and Is for an Individual building component, not a buss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design, Bracing Indicated is to prevent buckling of Individual two web and/or chord members only. Additional temporary and permanent bracing Is always requlred for stablllty and to prevent collapse with possible personal lnlury and property, damage. For general guidance regarding me fabrication, storage, delivery. erection and bracing of busses and truss system& aseANStl1P11 Qua' Criteria, 13511-89 and SCSI Building Component Salary N/ortna8anavollable from Two Rate Institute. 218 NLea Sheet. Suite 312. Alexontlrla, VA 22314. MiTek' 69N Parke East Blvd. Tampa, FL 33610 Job Truss Type Gty Ply THE ROYALEml TMi T735fi9fi55 1324 VALLEY 1 1 Job Reference factional) a. taus marl r zui a miie6 nuusme$ mc. mu mar c4 UV: w14o eu ra 3x4 i 30 11 2 3 Scale =1:9.4 LOADING (psf) SPACING- 2-M CSI. DEFL in (too) Well Ld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) n/a - file 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a - Na 999 BCLL 0.0 ' Rep Stress Mar YES WB 0.00 HOrz(CT) 0.00 n/a n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 12 lb FT=0 LUMBER- 'BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=109/4-M,3=109/4-0-0 Max Horz 1=56(LC 10) Max Uplift 1=-54(LC 10), 3=-72(LC 10) Max Grev 1=112(LC 15), 3=117(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -Aft forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 4-0-0 oc purins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0pst hall 2ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 1 and 72lb uplift at joint S. Waiter P. Finn PE No.22839 MiTek USA Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Dale: March 22,2018 Q WANN/NG-Vetltytlesl9nperemef..dREAO NOTES ON TMSANOINCLUDEO EKBEPERANCEPAGEMM174mmv. 101xvzotSBEFOREUSE Design valid for use only with Mnewc connectors. This design is based only upon parameters shown. and 6 for an Individual building component. not �R O■ a truss sytem. Before use, the building designer must vedty Me applicablllty, of design parameters and properly Incorporate this design Into the overall building design.&acing Indicated 6 to prevent bucidIng of lnclMdual two web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fobdca6on, storage. delivery, erection and bracing of trusses and Muss systems, seeANBViPN Quo1B11ryy CMpM, D66d9.pnd BC31 lu1dhp Component Spbry Mformatbrxrvoiloble from Truss 218 Tal Parke East0 Tampa, FL Plate Institute. N. Lee 3hee1.5ulte 312. Alexontlrla VA 22314. 33610 Symbols PLATE LOCATION AND ORIENTATION 914-1 Z4 Center plate on joint unless x, y offsets are Indicated. Dimensions are In ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0-1ne from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available In MiTek 20/20 software or upon request. PLATE SIZE The first dimension Is The plate 4 x 4 width measured perpendicular To slots. Second dimension is The length parallel to slots. LATERAL BRACING LOCATION !% 7 Indicated by symbol shown and/or by text in the bracing section of The output. Use T or I bracing If Indicated. BEARING Indicates location where bearings '��no (supports) occur. Icons vary but reaction section Indicates joint number where bearings occur. Min size shown Is for crushing only. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 648 I dimensions shown In sixteenths sc (Drawings not to scale) JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSAETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by on engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or alternative Tor I p bracing should be considered. c O= 3. Never exceed the design loading shown and never U stack materials on inadequately braced trusses. p4. Provide copies of this truss design to the building t— designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each Joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design Is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber Is a non-structural consideration and Is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that Trusses are designed for wind loads in the plane of the specified. truss unless otherwise shown. 13. Top chords must be sheathed or purlins provided at spacing Indicated on design. Lumber design values are in accordance with ANSIIrPI 1 section 6.3 These truss designs rely on lumber values i 14 Bottom chords require lateral bracing of 10 f .spacing, or less, if no ceiling installed, unless otherwise noted. established by others. 15. Connections not shown are the responsibility of others. © 2012 MiTek® All Rights: Reserved Mi[0 MiTek° MiTek Engineering Reference Sheet: Mll-7473 rev._ 10/03/2015 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture In accordance with ANSI/TPI 1 Quality Criterla.