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HomeMy WebLinkAboutTRUSS PAPERWORKNoNO RE: m11324 THE ROYALE Site Information: Customer: WYNNE BUILDING CORPORATIN Project Name: ml1324 Lot/Block: Model: Address: UNKNOWN City: ST LUCIE Subdivision: State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610.4115 SCANNED BY — St. Lucie County General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/fP12014 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. 1 2 3 4 5 10 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Seal# T13569646 T13569647 T13569648 T13569649 T13569650 T13569651 T13569652 T13569653 Truss Name Date a a1 a2 a3 a4 a6 b bh7 gra 9rb grc 12 13 j4 15 j6 j8 ja jb Jc k15 k18 kjb No. Seal# 26 T13569654 27 T13569655 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2019. Florida COA:6634 J IMPORTANT NOTE: The seal on these truss component designs is a certification 11 that the engineer named is licensed in the jurisdiction(s) identified and that the designs complywith ANSVTPI 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. MTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/rPI 1, Chapter 2. 1of1 Truss Name Date mv4 3/22/18 ;CER P y�pENS�N����i No 22839 , is STATE OF :4 C• ,t,U �tJ% Walter P. Rnn PE No22839 MiTek USA, Inc. R. Can 6634 6904 Padre East Blvd. Tampa FL 33610 March 22,2018 no.. Finn, Walter Job Truss Truss Type r ply Ply THE ROYALE T13569629 m11324 A COMMON 10 1 Job Reference o tional xe,muuers truss, mc., ran nerve, " u.i"us Mar112Ulu MIIex Inamine,Inc. nu Mar22V9:1u:2/-Lulu N. 6 Scale v 1:59.3 4.00 12 4x5 6 17 .- 15 '" '" 14 '" 12 45 = W II 5.6 WB= 3x8 = 2x3 I1 45 = 3x8 = 5x6 WB= A.4.n 9z1.n I6 84-0 4-7.0 19.2-0 4-7-0 B-4-0 LOADING (pal) SPACING- 2-0-0 CS]. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.33 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.6414-15 >652 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(CT) 0.13 10 n1a n/a BCDL 10.0 Code FBC2017rFP12014 Matrix -MS Weight: 1691b FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1399/0-8-0, 10=1399/0-8-0 Max Horz 2= 223(LC 8) Max Uplift 2=-775(LC 10). 10=-775(LC 10) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc puffins. BOT CHORD Rigid ceiling directly applied or 4-10-7 oc bracing. FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3404/2226, 3-5=-2807/1885, 5-6=-2801/1990, 6-7=-2801/1990, 7-9=-2807/1885, 9-10=-3404/2226 BOT CHORD 2-17=-1946/3218, 15-17=-1946/3218, 14-15=-1116/2053, 12-14=-1946/3188, 10-12=-1946/3188 WEBS 6-14=-598/1034, 7-14=-252/246, 9-14=-702/541,6-15=-598/1035, 5-15=-253/246, 3-15=-701/541 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=12ft; 8=45ft; L=50ft; eave=6ft; Cat. II; Exit C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -141-0 to 3-9-10, Interior(l) 3-9-10 to 12-8-6, Exterior(2) 12-8-6 to 17-6-0, Interior(1) 22-1-0to 31-2-6 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) 100.011c 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 pal bottom chord live load nonconoument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 775 lb uplift at joint 2 and 775 lb uplift at joint 10. Walter P. Rnn PE No.22839 66Tek USA, Inc. FL Cart 6634 89U Parke East Blvd. Tampa FL 33610 Date: March 22,2018 QWARN/NG-Vedly design par ametamand READNOTES ON TN/SANDINCLUDED MNEKREF£R/1NCEPAGEMIF74T4mx. 10D32D15BEFORE USE Design vclld for use only with MBekO connectors. lhB design Is based only upon parameters shown, and Is for on Indvidual building component, not a truss system. Before use, the building designer must verity the applleabUry of design parameters and propaey Incorporate this design Into the overall braiding design. &acing hdicatea 6 to prevent bucklhg of Individual Inns web and/or chord members only.. Additional temporary and permanent brocing Is always raptured for stability and to prevent collapsaw poseble personal Injury and property damage. For generol gudcnce regardhg the fabrication. storage. deltvery, erecMcn and bracing of trusses and Muss systems. seeANSUTPi1 Gua�y CReda, DS3419 and I CSI Slllding Component rn Safafy 6stoafbmvoaabie from Truss Mee Institute, 218 N. Lee Sheet. SuBe 312 Alexontldo, VA 22314. M!Tek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Thus Type r s Oty Ply THE ROYALE T73569630 m11324 Al SPECIAL 9 1 Job Reference o floral Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries. Inc. Thu Mar 22 09:10:28 2018 4.00 F12 5x8 MT18HS = Scale=1:60.3 14 13 3,,5 = 2x3 11 5x12 = 3x12 2.00 12 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES .GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Ved(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 MT10HS 244/19D BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(CT) 0.37 10 Na n/a BCDL 10.0 Code FBC2D77/TPI2014 Matrix -MS Weight: 1591b FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD .Rigid ceiling directly applied. WEBS 2x4 SP No.3'ExcepY WEBS 1Row at midpl B-12 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 Herz 2=-223(LC 8) Max Uplift 2=-825(LC 10). 10=-825(LC 10) FORCES. (Ib) -Max. Comp./Max. Ten. -AII forces 260 fib) or less except when shown. TOP CHORD 2-3=-3309/2433, 3-5=-2581/2012, 5-6=-2548/2113, 6-7=-5337/4002, 7-9=-5302/3868, 9-10=-5702/4143 BOT CHORD 2-14=-2151/3113, 13-14=-2151/3113, 12-13=-1450/2202, tOd2=-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=-40W352 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; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-9-10, Intedor(1) 3-9-10 to 12-8-6, Extenor(2) 12-8-6 to 17-6-0, Interior(1) 22-9-10 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 pal bottom chord live load nonconcurent 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 3-8-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 6) Bearing at joint(s)10 considers parallel to grain value using ANSVTPI 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 825 lb uplift at joint 2 and 825 lb uplift at joint 10. Walter P. Fran PE No22839 MiTek OSP, Inc. FL Ced SSU 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 QWARNNG-V.dfydlsignparemerersendRE ONOTES ON MM MOINCLUDEDM? KHEFEMNCEPAGEW74Ma v. lats2alSBEFONE USE Design valid for use only with MBek® connectors. fib desgn Is based only upon parameters shown and is for an Individual building component, not �� a truss system, Before use, me building designer must verity the applicablllty of design parameters and properly Incorporate this design Into the overall building design. Bracing indicatod Is to prevent bucking of it ltlual truss web and/or chord members only. Additional temporary antl permanent bracing h Q%voys required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcotlon. storage, delivery. erection and bracing of teases and lace systems, seeANSUIPI1 Quay Criteria. DS149 and SCSI SWdhp Componard Safety lofonm6orgvoaable from Teas Rote bsntate, 218 N. Lee Street. Suite 312 Alexontlrla, VA 22314. MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type r r Ply THEROYALET13569631 m11324 A2 SPECIAL ry 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Mar 22 09:10:28 2018 6 4.00 12 5x6 = 44 = 15 2x3 11 5� 3x12 3x5 = 2.00 12 8-0-1 1&7-8 1900 23-11-12 35-0-0 8.04 1 5-7-7 1 5.48 1 411-12 11-0-4 Scale=1:62.3 Plate Offsets (XY)— [2:0-1-2 Edge] [4:0-2-12 0-3-0] [4:0-0-00-1-12] [B:0-3-0 Edge] [B:0-0-0 0-1-121 [9:0-3-2,0-0-01 [10:0-145 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 VBd(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 BCLL 0.0 ' Rep Stress Incr YES WB 0.75 Hom(CT) 0.37 10 n/a n/a BCDL 10.0 Code FBC20171rP12014 Matrix -MS Weight: 160 lb F7=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structure[ wood sheathing directly applied or 2-4-8 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpt 7-13 REACTIONS. (Ib/size) 2=134910-8-0.10=134910-8-0 Max Horz 2=-205(LC 8) Max Uplift 2=-825(LC 10), 10=-825(LC 10) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (11 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: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCOL=4.2psf; BCDL=3.Opsf; Irl B=45ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 3-9-10. Intedor(1) 3-9-10 to 31-2-6, Exteror(2) 31-2-6 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 10 considers parallel to grain value using ANSVfPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 8251b uplift at joint 2 and 8251b uplift at joint 10. Walter P. Finn PE No.22039 MTek USA, Inc. FL Cett 6634 6904 Parke East Blvd. Tampa FL 33010 Date: March 22,2018 O WARN/NG. Ved/ydsess parametersandi? ADNOMS ON MH ANDtNCLUDEDMIrEKREFERANCEPAGEMIF74Tdrev. 10103,2015BEFOREUSE Design vclid for use only with MITakO connectors. This design a based only upon parameters shown, and Is for an IndNidual bulltling component, not ��- a truss system. Before use, the bulltling designer must verify Me applicability of design parameters and properly Incorporate this design Into the overall bWtling design. Bracing Indicated Is to buckling of lndlvidual truss web and/or chord members only. Atltlmonal temporary and permanent bracing MiTek' prevent B always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fabrk:affon, storage. Call erection and bracing of trusses and truss systems. seeANSU1P11 Du Cltl DS549 and BCSI building Component 69N Parke East BNd. Safety bdomtatbnavaaable from Truss Rate Institute. 218 N. lee Street. Suite 31Z Nexontlrl¢ VA 22 14. Tampa, FL M610 Job Thus Tens Type , Oty, Ply THE ROYALE T13569632 m1 1324 A3 SPECIAL 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar l l 2018 MiTek Industries, Inc. Thu Mar 22 09:10:29 2018 Pagel ID_k8GCA6bx7j2Syl HDXFw7ye3KX-AXtol P73UsAMHE7K2AxBJCghg4vany8Xi3uH4bzYOke r11-0-4 8-0-1 14.0-0 21-0.0 2&11-12 26.9-00 35.0-0 36-0.0 _ 8-0-1 -a-i -i5- - -7-u0 ��1112-�--2-9=14_l 8-2.6 5x6 = 4x6 = Scale=1:61.3 13 3z5 = 2x3 I 5x6 - 3x12 = 2.00[12 &0.1 73-7-8 21-0-0 23-11-12 35-0-0 8-0-1tL7-7 1 7-4-8 2-11-12 1 11-0-4 Plate Offsets (X Y)- t2:0-1-2,Edgel I8:0-1-15 Edgel LOADING (psQ SPACING- 2-" CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Ven(LL) 0.72 10 >582 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.9810-19 >427 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Hom(CT) 0.35 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 158 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-5-0 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1349/0-8-0, 8=1349/03-0 Max Hoe 2=-181(LC 8) Max Uplift 2=825(LC 10), 8=-825(LC 10) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3_ 3266/2122, 3-4=-2556/1711, 4-5=3161/2095, 5.6=-3304/2150, 6-7=-5214/3232, 7-8=-5695/3643 BOT CHORD 2-13=-1853/3079, 12-13=-1853/3079, 11-12=-1338/2410, 10-11=-2826/4982, 8-10= 3331/5422 WEBS 3-13=0/293,3-12=-854/595,4-11=-480/959,5-11=-360/724, 6-11=-2280/1355, 6-10=-1118/1934, 7-10=-530/515 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; 13CDL=3.Opsf; h=12h; B=45ft; L=501t; eave=61t; Cal 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0to 3-9-10, Interior(1) 3-9-10 to 31-2-6, EMedor(2) 31-2.6 to 36-0-0 zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 8 considers parallel to grain value using ANSVTPI 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 825 lb uplift at joint 2 and 825 lb uplift at joint 8. Wafter P. Finn PE No.22839 NiTek USA, Inc. FL Cad 6634 6904 Parke East Bald. Tampa FL 331110 Data: March 22,2018 ,&WANN4VG-VedyydeslgrpammetemendeEADNO7ES ON WISANDMCLUDWMNEICBFFEBANCEPAGEM674MmJ .. 1a=?V15BUORE USE Design valid for use only with MOek® connectors ➢r9 design Is based only upon parameters shown, and is for an Individual bulding component not a tam system. Before use. the Wading designer must verify me appllcobilily of design parameters and properly incorporate ihts design Into the overall buldhgdesign. Bracing Indicated is to prevent bucklNgofIndividual irussweband/or chord members only. AtldmoneltemporeryandpemwnentbraGng Is always required far stabuty and to prevent collapse with possible personal injury and property damage. For general guidance regarding me fabricatlon storage, delivery, erection and bracing of busses and truss systems. seeANSIMI I Qua Calera. DS549 and 6041 N+Idk10 Component brformallonavallable from Truss Plate InsaMe, 218 N. Lee Street Sulte 312. Alexandria. VA 22314. MiTek' 6904 Parka East Blvd.Safety Tampa, FL 33610 Job Thus Thus Type OtY Ply THE ROYALE T13569633324 m11 A4 SPECIAL 1 1 Jab Reference (optional) Chambers Tress, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Mar 22 09:10:30 2018 Page 1 ID:-kfiGCA6bx7j2Syl HDXFw7ye3KX-ejRAEIOhFAIDvOiWcuTOrPDsdUF?W O-g4dgdlzYOkd 41� 6-5-8 12-0-0 I 17-8.4 23-0-0 2� 11-12 26.9.9 35.0.0 36.0.0 Santa=1:61.3 5.6 = 3x4 = Sx8 =2x3 II ' 4.00 12 4 5 6 7 14 13 3x4 3x6 = 3x4 = 5x6 = 2.00 12 3x12 = B-B-2 17-6-0 23-11-12 35.0-0 8.8-2 4-11-6 3-10-8 65-12 11-h-4 Plate Offsets (X Y)-- 12:0-0-6 Edge) 16:0-4-0 0.2.31 19:0-1-15 Edge) LOADING (psf) SPACING- 2-0-0 CSI. OEFL in (too) Well 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 Ven(CT) -0.9811-20 >429 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.T7 Hom(CT) 0.36 9 n/a n1a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 1601b FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-5-6 oc puriins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1349/0-8-0, 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 tomes 250 (Ib) or less except when shown. TOP CHORD 2-3=-3367/2256, 3-4=-3093/2069, 4-5= 2645/1853, 5fi=-3425/2347, 6.7=-5165/3301, 7-8=-5219/3301, 8-9=-5704/3714 BOT CHORD 2-14=-2000/3170, 13-14=-1488/2537, 12-13=-2065/3480, 11-12=-2440/4196, 9-11— 3399/5431 WEBS 3-14=-429/415, 4-14=-323/584, 4-13=-142/386, 5-13=-1125/697, 5-12=-141/467, 6-12= 861/437,6-11=-1145/2016, 8-11=-542/518 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=l2ft; B=45ft; L=50f ; eave=6D; Cat. II; Exp C; Encl., GCpi=0.1Q MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-9-10, Intedor(1) 3-9-10 to 31-2-6, Exterior(2) 31-2-6 to 36-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) • This tress 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 ANSVrPI 1 angle to grain formula. Building designer should verify, capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at joint 9. Walter P. Finn PE No.22839 MiTek USA Inc. FL Cart 6634 6904 Parke East Blvd. Tamps FL 33610 Will; March 22,2018 O WARNING -Verify design parammenanONEAD NOTES ON WISAND INCLUDED MREAREFERANCEPAGEMD-747ilmx la'1)32015BEFORE USE Oe9gn valid for use only with MnekeDconnectom. This design b based only upon parameters shown and Is for an individual buatling component, not a true system. Before use. the building desgnm must verity the opplicabliilyof design parameters end properly incorporate this design Into Me overall bustling tle9gn. Bracing Indicated 6 to prevent bucl,fing of IntlMdual truss web and/or chord members only. Additional temparwy and permanent bracing 6 always required far stability and to prevent collapse with pos9ble personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and hers systems. seeANSInti Cui Cmr.M. DS349 and BCSI Building Component Safety Informalbrwalloble from Truss Plate n;Hi 218 N. Lee Sheet Suite 312 Mexondaa VA 22314. MiTek- 691 Parka East Blvd. Tampa. FL 33610 Job Truss Truss Type Oty Ply m11324 A6 HIP 1 1 =ROYALET13569634 Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Mar 22 09:10:31 2018 Page 1 ID_kfiGCA6bx7j2Syl HDXFw7ye3KX-6w?YS5I KOUR4XYHiAb_fOdl0ku19FzMpANN09UzYOkc 1-0- fi-7-15 10-0-0 13-&0 21-4-0 25-0.0 28-4.1 35-0-0 GO-0 -33=1- - 67.5 0-0 4.00 12 sxe = 2Gi II 2x3 11 51E = 4 23 24 5 25 26 6 27 28 7 Scale=1:60.3 u rz 4x5 = 3x4 = 4.6 = 3x4 = 3x4 = 4.6 = 3x4 = 45 = 104}0 13-8-0 2_ 25-0.0 35.0-0 3.8.0 10-M Plate Offsets (X,Y)-- f2:0-1-14 Edgel 14:0-5-4 0-2-81 f7:0-5-4 0-2-81 f9:0-1-14 Edgel LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d 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 that YES WB 0.31 Horz(CT) 0.11 9 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 153 lb FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOTCHORD 2x48PM30 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1118/0-8-0, 14=379/0-8-0, 9=1201/0-e-0 Max Hom 2=-133(LC 8) Max Uplift 2- 692(LC 10), 14=-219(LC 10), 9=-739(LC 10) Max Grav 2=1118(LC 1), 14=454(LC 19). 9=1206(LC 20) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-6-3 oc bracing. FORCES. (lb) - Max Comp./Max Ten. -All fames 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=-4951599, 4-16=-206/347, 4-14=-541/820, 5-14=-526/591, 6-13=-234/311. 7-13=-182/282,7-11=-355/492,8-11=-044/551 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=4.2psh 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 Exterior(2) -1-0-0 to 16-9-7, Interior(1) 16-9-7 to 18-2-9, Exterior(2) 18-2-9 to 25-0-0 zone;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of20.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 692 lb uplift at joint 2, 219 lb uplift at joint 14 and 739 lb uplift at joint 9. Walter P. Finn PE No1Z639 M7ek USA, Inc. FL Can 9634 6904 Parke East Blvd. Tampa FL 33610 Dale: March 22,2018 Q WANNPIG-Ver/lydeslgnpexmefe..dREAO NOTES ON 7NLSANO INCLUDED MOEKN£FENANCEPAGEM0.747Jrev. iGT340150EFONE USE Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for on Individual buliding component, not �'• a truss system. Before use, the ceding designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. BrocbgNdicated b to prevent buckling of hdMdual lnrss web and/or chord members only. Additlanal temporary and permanent bracing MiTek• Is always requlred for stability and to prevent collapse with possible personal Injury and property damage. For general guldonce regarding the fabrication, storage, delivery. erection antl bracing of trusses and furs; systems seeANSVrPll 42u CdlrrM, DS5419 antl 6C91 building Component Infarmatbrgvailobl9 from Truss Plate Institute, 218 N. Lee Street. Suite 312 Alexandria VA 22314. 6904 Parke East Blvd.Sahty Tampa, FIL Were Job Truss Truss Type � Oty Ply THE ROYALE T13569635 ml 1324 B COMMON 3 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 4xB = 23 II 3x4 = 8.l30 s Mar 11 201 O MiTek Industries, Inc. Thu Mar 22 09:10:32 2018 Pagel 3x7i2Sv1HDXFw7ve3KX-a6ZxfR2vnnZx8hsvkJVmulHul5R Tdz016xhwzYQkb Scale: IM'=I' 3x4 = ]b Plate Offsets (XY)-- 12:0-2-10 Edgel 14:0-2d0 Edael LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.10 5.8 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.13 5-8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 47 lb FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No-3 REACTIONS. (lb/size) 4=510/0-8-0, 2=568/0-8-0 Max Ho¢ 2=93(LC 9) Max Uplift 4=-292(LC 10), 2=-377(LC 10) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-967/954, 3-4=-956/952 BOTCHORD 2-S=-785/883,4-5=-785/883 WEBS 3-5=-84/315 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or7-7-1 oc bracing. 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.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 farces & 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2921b uplift at joint 4 and 377 lb uplift at joint 2. Wager P. Finn FE No.12839 Mi rek USA Inc. FL Ced 6634 6984 Parke East Blvd. Tampa FL 33810 Date: March 22,2018 Job Truss Truss Type r Oty Ply THE ROVALE T73569636 m11324 BH7 BOSTON HIP i 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Mar 22 09:10:33 2016 Page 1 ID _k6GCA6bx712Syl HD%Fw7ye3KK-217Jsn3aV5homrR5H007T2rL7iN-IgG6dhsUEMZYOka 15-60 21.6-0 _ L-h 70-0 }1-6-0—136Ai4-0re H]-&0 rF I9o1-Fgl�� 23 Ga�--12 z-o-o zo 601 z£2W 3S-0� fi4 Scale = 1:62.6 3x5 = 4.00 12 5x6 = 12 14 16 35 "" 33 32 "' 30 4x6 = 3xB = 3x4 = 4.6 = 3.6 = LOADING (psf) SPACING- 2-0-0 cSl. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.51 32-33 >826 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.6732-33 >628 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(CT) 0.14 28 n/a nta BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 2081b FT=O% LUMBER- BRACING - TOP CHORD 2x4 SO M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc puffins. BOT CHORD 2x4 SO M 30 BOT CHORD Rigid ceiling directly applied or 48-1 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 11. 18, 15.7, 23 REACTIONS. (lb/size) 2=1349/0-8-0,28=1349/0-8-0 Max Horz 2=-223(LC 8) Max Uplift 2= 825(LC 10), 28=-825(LC 10) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=839212640, 3A= 1213/956, 4-8=-1157/946, 8-9=-11451979, 9-12=-1122/1028, 12-14= 112511090,14-16=-1124/1089,16-19=-1121/1028,19-22=-1145/979, 22-26=-1157/946,26-27=-1214/956,27-28=-3393/2641,3-5=-2373/2046, 5-7=-2376/2050, 7-10=-2376/2050, 10-11=-2376/2050,11-13=-2376/2050,13-15=-2376/2050, 15-17=-2376/2050,17-18=-2376/2050,18-20=-2368/2046, 20-23=2368/2046, 23-25=-2368/2046, 25-27=-2364/2041 BOT CHORD 2-35=-2358/3190, 33-35=-2360/3166, 32-33=-2652/3448, 30-32=-2361/3167, 28-30=-2358/3191 WEBS 3-35=0/284,27-30=0/285,3-33=-317/378,18-33=-466/474, 27-32— 312/353, 14-15=-005/437 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL--4.2psh BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C 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, Intedor(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 ponding. 4) All plates are 2x3 MT20 unless otherwise indicated. 5) This buss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at joint 28. 8) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. WafterP. Finn PE No22839 MiTak USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 Q WARNING -Vanity designparemelmranCREAG NOTES ON TNISANO INCLUDED MITEKREFERANCEPAGEMIL7473 rev. 10,9Y4aISBE£ORE USE Design volld for use only Will,MrtekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �� a truss system. Before use, me bulltling designer must verify the applicability of design parameters and property Incorporate this design Into me overall building design. Bracing Indicated 4 to prevent budding of hdMdual cuss 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 }rases and truss systems seeANSVIPII CuaoO0yy CmrrAo, DS549 and SC51 Building Component Safety tnformationavailoble from Truss Rote Institute. 218 N. Lee Street. Suite 312. Alexandra VA22314. MiTek' 69M Parke East BW. Tampa. FL W610 Job Truss Truss Type Qty Ply THE ROYALE T73569637 m11324 GRA SPECIAL 1 t Job Reference a lional Ghambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 M,7ek Industries. Inc. Thu Mar 22 09:10:34 2018 2.3] 12 4x4 = 4x10 19 4 20 4x4 = 21 5 22 64x10 2A II 3x4 = 3x4 = airs II 3x4 = 3x4 = Scale=1:26.6 LOADING lips, 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 NO Code FBC20171TPI2014 CSL TC 0.18 BC 0.32 WB 0.06 Matrix -MS DEFL. in Vert(LL) 0.08 Vert(CT) -0.10 Horz(CT) 0.03 (loc) Wall L/d 11 >999 360 10 >999 240 7 n/a n/a PLATES GRIP MT20 244/190 Weight; 581b FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-4-7 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-0-4 go bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/sill 2=77010-8-0,7=770/0-8-0 Max Harz 2=-05(LC 6) Max Uplift 2=-523(LC 8). 7=-523(LC 8) Max Gmv 2=787(LC 17), 7=787(LC 18) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23--1798/1192, 3-4=-1761/1197, 4-5=-1724/1169, 5-6=-1761/1190, 6-7=-1798/1137 BOTCHORD 2-12=-1083/1685, 11-12=-1082/1692, 10-11=-1112/1724, 9-10=-1024/1692, 7-9=-1028/1685 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=61ft; Cat. II; Exp C; Encl., GCpi=0.18; Ml (drectionap; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water panting. 4) This truss has been designed for a 10.0 last bottom chord live load nonconcunent with any other live loads. 5) ' This truss has been designed for a live load of 20:0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 523 Ib uplift at joint 2 and 523 lb uplift at joint 7. 7) Hanger(s) or other connection devices) shall be provided sufficlent to support concentrated load(s) 63 Ib down and 1141b up at 4-1-8, 85 Its down and 124 lb up at 5-0-0, 113 lb down and 1461b up at 5-7-3. 60 It, down and 129 Ib up at 5-11-0, 60 lb down and 129 Ib up at 7-11-0, 1131b down and 146 lb up at 8-2-13, and 85 lb down and 124 lb up at B-10-0, and 63 lb down and 139lb up at 9-8-8 on top chord, and 6 lb down and 7Ib up at 4-1-8. 18 Its down and 15 lb up at 5-", 33 Its down at 5-7-3, 39Ib down at 5-11-0 , 39Ib down at 7-11-0, 331b down at 8-2-13, and 18 lb down and 151b up at 8-10-0, and 6lb down and 7Ib 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 (plf) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 5-6=-54, 6-8=-54, 13-16=-20 Walter P. Finn PE No32839 Concentrated Loads (lb) Vert: 3=7(B) 4=-64(B) 5=-64(B) 6=7(B) 12=-6(B) 11=-35(B)10=-35(B) 9=-6(B) 19= 28(B) 20=-60(B) 21=-60(8) 22=-28(B) MDek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33810 23— 18(B) 24=-18(B) Date: March 22,2018 Q WMNJNG-Vedlyd.1gnpammerelaend READNO]ES ON MIS AND PICLUDWNMIKBEFERANCEPAGEM67473rev. 10•0.12015BEFOHEUSE Design valid for use only with MITe'kG connectors. This design Is based only upon parameters shown, and Is for an IndlNdual building component, not a truss system. Before use, Me budding designer must verlty the appllcabllityot design parameters antl properly Incorporate this design Into the overall bWOingdesign.&acingIndicated Istoprevent budding ofindividual tnasw Is and/or chord members arty. Addiflonaltemporaryondpermcnentbmcing WOW Is always required for stability and to prevent collapse vAM possl personal Inlury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss syslems, weANSWII Quaray criteria, DS549 and BCSl Building Component 69M Padre Earn all Safety Woimg8olrnalaUle from Truss Rate Institute. 218 N. We Sheet, Suite 312 AJexanddm VA 22314. Tampa. FL 33610 Job Truss Truss Type ply Ply THE ROVALE T73569638 m11324 GRB SPECIAL 1 1 Job Reference (optional) Cham users Truss, Inc., ran Pierce, FL 17^0 S' 0 10.3.0 156-0 a.T uu s Mar n zun a MI I ea Industries, Inc. I nu Mar zz ua:l 0:35 zul a raga 1 ID:JcfGCA6bx7j2Sy1HDXFw7ye3KX-4hE3HS4g4ixV79aUPR2bYTwmXV6MBltP5?LblFzYOkY 21-6-0 2fi-2-0 35-0.0 fifi-00 S-DO— l -5.3-D 5- -0 —6'PO _ F28-1.0 " - - - -- 611-0 I-0-0' Scale=1:62.4 2.3 11 44 = 4.00 12 4x8 _ bx4 _ 3x4 = 3x6 = 2x3 I 9 3 25 26 4 27 28 29 5 630 IN 31 32 733 34 35 8 n 2 1-1 10 N l 11 6 I 6 18 36 37 17 38 16 39 42 14 4313 12 3x4 = 2x3 11 3x4 = M= 5z15=4041 3x4 =3z6 = 3z4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CS'. DEFL, in (too) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.11 17-18 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BIG 0.38 Ven(CT) -0.1417-18 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.53 HOrz(CT) 0.03 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 1461b FT=13 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc pudins. SOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS IRow at midpt 4-15 REACTIONS. All bearings 0-8-0. (Ib) - Max Horz 2=96(LC 7) Max Uplift All uplift 100 Its or less at joint(s) except 2=-536(LC 8), 15=-946(LC 8), 14=-555(LC 8). 10=-314(LC 8) Max Grav All reactions 2501b 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 (Ib) 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=0/331, 3-17=-2971158, 4-17=0/362, 4-15=-2076/1313, 6-15=-505/480, 7-14=-431/408,8-14=-1063/625, 8-12=1151265 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.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Ety C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 536 Its uplift at joint 2, 846 Its uplift at joint 15, 555 As uplift at joint 14 and 314 lb uplift at joint 10. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2571b down and 341 lb up at, 5-0-0, 100 It, down and 129 Its up at 7-0-12, 100 Its down and 129 Its up at 9-0-12, 100 Its dawn and 129 Ib up at 11-0-12, 100 Its down and 129 Its up at 13-0-12, 100 Its down and 129 Its up at 15-0-12. 100 Its down and 129 lb up at 17-0-12, and 100 lb down and 129 Its up at 19-0-12, and 100 Its down and 129 It, up at 21-1-4 on top chord, and 83lb down at 5-0-0, 39 lb down at 7-0-12, 39 It, down at 9-0-12, 39 Ib down at 11-0-12. 39 It, down at 13-0-12, 391b down at 15-0-12, 391b down at 17-0-12, and 39 lb down at 19-0-12, and 391b down at 21-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of Walter P. Finn PE No22839 others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as Iron IF) or back (B). M7ek USA, Inc. FL Cad 6634 6904 Padre East Blvd. Tampa FL 33810 LOAD CASEStandard Oate:S) March 22,201 S O WARNING- Vadrydesignpa.rhtxarsana READNOTES ONMISANDPICLUOEOMr KNEFENANCEPAGEMIP74TJrev. 10ASQ0156EFOREUSE Design valid for use only whinMOea connectors. This design Is based only upon parameters shown, antl Is for an IncMdual building component, not mill, a truss system. Before use, the bulltling designer must verity the applicability of design parameters and property Incorporate this design Into the overall butding desgn. Bracing Indicated ato prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required far stoically and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fobdcafion, storage, delMery, erection and brochg of ruses antl truss systems seeANSUrvI1 Quay Cif edo, DS349 and But lulding Component 6904 Partce East BW. Safety 0iformolonavallable from Truss Rote Institute, 218 N. Lee Street Suite 37Z Alexandra, VA 22314. Tampa, FL 33610 Job Truss Thus Type Ply THE ROYALE T73569638 m11324 GRB SPECIAL �qty 1 1 Job Reference (optional) was, Inc., Fart Pierce, FL 8.130 a Mar 11 2018 MiTek Industries, Inc. Thu Mar 22 09:10:35 2018 Page 2 ID:JcfiGCA6bzTj2Sy1 HDXFw7ye3KX-?hE3H54g4izV?9aUPR2bYTMXV6M BjtP5?LblFzYOkY 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-8=-54, 8-9=-54, 9-11=-54, 19-22=-20 Concentrated Loads (lb) Vert: 3=-160(F) 18=-45(F) 25=-60(F) 26=-60(F) 27=-60(F) 29=-60(F) 30=-60(F) 31=-60(F) 32= 60(F) 33={0(F) 36=-13(F) 37— 13(F) 38=-13(F) 39=-13(F) 40=-13(F) 41=-13(F)42— 13(F)43=-13(F) AWARNyG-Verfydestgnpmmehms.dREADNOTESONTNISANOWCLUUEOMNENRE ANCEFAGEMtr7M..109G401SBEFOREUSE Design valid far use only with WOO conneclars. This desgn is based only upon parameters shown, and is far an lndMtlual lulling component.not a inm system. Before use. the building designer must verity the applicabilityof design parameters and propedy Incorporate this desgn into me overall bu0tlingdesgn. BrochghdkotedL topreventbucMingofkKWIducdr "bond/ofchmdmembomo y. AddiflonaltemporaryondpermonembracingIs always required far stability and to prevent collapse with posPblepersonalinjuy and property d��aymyage. For general guidance regarding the fbeRate Institutte, 2 8 N. Lee Shee. Suite 312. McNanddo, VVA 22314�0�• 03E-09 mrtl aD51 M11tlhp ComPonmleeR 33670Nd. L Job Truss Truss Type Ory Ply=T13569639 m11324 GRC HIP 1 Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Mar 22 09:10:37 2018 Page 1 ID _k6GCA6bx7j2Syl HDXFw7ye3KX.x3Mgi864cKBDFTksWs53du71 EJID2UYJgiN7zYOkW "ri-0-e 8.0-0 13-8-0 17-6-0 21-4-0 27-0.0 35.0.0 36.0-0 -16.0 5.8.0 --- Scale = 1:60.3 5x8 MTISH5 = 5x8 MT18HS = 4.00 rl2 W 11 3x8 = 3x6 = 2x3 11 3 23 24 25 426 27 285 6 729 30 31 32 3 16 33 15 14 34 35 36 37 13 38 12 39 11 3x5 = 2:Li 11 8x6 = 6x10 = axle = 3x6 = 2x3 II 3x5 _ 8-0-0 8-0-0 5-8-0 i 0 25-3000 I 3..0.027-0 I 80.0 _ Plate Offsets (X,Y).- I3:0-5-4,0-2-81, I8:0-5-4,0-2-81 LOADING (psf) SPACING- 2-" cSl. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Ver1(LL) 0.22 11-22 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Ved(CT) -0.3113-14 >830 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr NO WE 0.79 Horz(CT) 0.05 9 rJa n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 157 lb FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 4-14,7-13: 2x6 SP No.2 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 1 Row at midpt 3-14, 5-14 REACTIONS. (Ib/size) 2=412/M-0, 14=3582/0-8-0, 9=1192/0-B-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. (lb) - Max. CompJMax. Ten. -All forces 250 (Ile) 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 mot 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 pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 299 He uplift at joint 2, 2133 lb uplift at joint 14 and 764 1b uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1621b down and 3121b up at 8-", 107 lb dawn and 173 Ib up at 10-0-12, 107 Ib down and 173 lb up at 12-0-12, 107 Ile down and 173 Ile up at 14-0-12, 107 lb down and 173 Ile up at 16-0-12, 1071b down and 173 Ile 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 lb down and 173 lb up at 22-11-4, and 107 lb down and 173 he up at 24-114. and 1821b down and 312lb up at 27-" on top chord, and 411 Ib down and 242 Ile up at 8-0-0, 79Ib down and 1 It, up at 10-0-12, 79 Ib down and 1 lb up at 12-0-12, 79 Ile down and 1 lb up at 14-0-12, 79 Ib down and 1 Ile up at 16-0-12, 79Ib down and 1 Ib up at 16-11-4, 79Ib down and 1 lb up at 18-114, 79Ib down and 1 lb up at 20-11-4, 79Ib down and 1 It, up at 22-11-4, and 79Ib down and 1 Ile up at 24-11 A, and 411 Ile down and 242 lb up at 26-114 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 (8). Walter P. Finn PE No.22839 M7ek USA, Inc. FL Cad 66U 6904 Parke East Blvd. Tampa FL 33810 Data: LOAD CASE(S) Standard March 22,2018 Jab Truss Truss Type Oty Ply ROYALET73569fi39 m11324 GRC HIP 1 1b FE Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 6.130 s Mar 112018 MiTek Industries, Inc. Thu Mar 22 09:10:37 2018 Page 2 ID:- dGCA6bx7j25y1 HDXFw7ye3KX-x3Mgi864cKBDFTksWs53du71 EJjD2LiYJgiN7zYOkW --LOAD-CASE(S)-Standard — 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-8=54, 8-10— 54, 17-20= 20 Concentrated Loads (lb) Vert: 3=-126(B)6=-107(B) 8=-126(B)15=-50(B) 16=-411(B)11=-411(13) 12_ 50(B)23=-107(B) 25=-107(B)26=-107(B) 27=-107(B) 28=-107(B)29=-107(B) 30— 107(B) 32=-107(B) 33=-50(B)34=-50(B)35=-50(B)36=-50(8) 37=-50(B) 38=-50(B) 39=-50(B) OWABNDIG-Ved/ydss19npara/Aereneed BEADNO7E5 ON 7NISANDlNCLUDEDWm REFEBANCEPAGEM&74y m1 1019042015BEFOBE USE Design vall0 for use only WM Mrek® connectors. Mrs design Is based orgy upon parameters shown and is for an individual Wrong component, not a truss system. Before use. Me building designer must verity Me applicability of design parameters and properly incorporate fins design Into Me overall bulling design. Bracing Indicated Is to prevent bucMing of hdMdual musweb and/or chord members orgy. Additional temporary and peunonem bracing MiTek' Is glways required for stability and to prevent cdlopse with possible personal injury and property damage. For general guidance regarding Me fabrication, storage, delivery. erection and bracing of fosses and Muss systems seeANSVIP11 Quo Oy Cif erb, DSB49 and SCSI SuldhD Component 69M Parke East Btv& SeM1ty MformatbnavoYm tr able from Plate Institute, 218 N. We Street. Suite 31Z Alexonddc. VA 22314. Tampa, FL 33610 Jab Truss Truss Type f]ty Ply THE ROYALE T73569640 m11324 it MONO TRUSS 2 1 Job Reference o tional o.IOU s mar n 4u la MI I ex Inae5U105, Inc. I nu Mar ez ue:I a:ut 4u1 e 3x4 = LOADING (psQ SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Ven(LL) -0.OD 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 Horz(CT) 0.00 4 n/a nta 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=9lMechanical, 2=118/0-8-0, 4=0/Mechanical Max Horz 2=48(LC 10) Max Uplift 3=-4(LC 7), 2=G40(LC 10) Max Gmv 3=11(LC 15), 2=118(LC 1), 4=17(LC 10) FORCES. (lb) - Man CompJMax. Ten. -All forces 250 (lb) or less except when shown. Scale =1:6.1 PLATES GRIP MT20 244/190 Weight: 5lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 act bracing. NOTES- 1) Wind: ASCE 7-10; VUI1=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Ely C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4lb uplift at joint 3 and 140 lb uplift at joint 2. Waller P. Finn PE No.22839 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33010 Date: March 22,2018 AWARNDIG- Vex/yEeslgnpammetersa dREADNOTESONMSANDWCLUDEDMR KREFERANCEPAGEM674MJ In10=015BUOREUSE Design valid for use only Wth MI1ek® connectors. ThB design b based only upon parameters shaven. and Is for an IndMducl bWtling component, not a taws system. Before use, the building dedgner must verity the applicability of design parameters and properly incorporate thb design into the overall buldhg design Bracing ItMicoted Is W prevent buckling of IndMdual trwsweb and/or chord members only. Additionol temporary and permanent bracing MiTek' u always requ9ed for stability and to prevent collapse with possible personal Injury and property damage. For general guldonce regarding ma fabrication storage. delNery, erecflon and bracing of trusses and two; systems seeANSVMII Quality Criteria, DS549 and DCSI Bukding Component Salty 0rformatblswalloble from Tnns Rate Institute, 218 N. Lee Street State 312. Alexandria, VA 22314, 69" Parke Easl BNd. Temce. FL 33610 Job Truss Truss Type Oty Ply THE ROVALE T73569641 m11324 J2 MONO TRUSS 4 1 Jab Reference o lional Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Mar 22 09:10:38 2018 Page 1 ID _k6GCA6bx7I2Sy1 HDXFW/ye3KX.PGwCwU6jNdJ4scJ34ZcIA5YLMjCrOCzmzZFv=YOkV .1.0.0 2-0.0 -- Scale = 1:7.8 3x4 = 2-0-0 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(ILL) -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 WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 8lb FT=O% 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/Meclxnical 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. (lb) - Max CompJMax. Ten. -All forces 250 (Ib) 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.Opsf; h=12ft; B=45D; L=50N; eave=6tt; 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 pet 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 28 lb uplift at joint 3, 1361b uplift at joint 2 and 3 Ib uplift at joint 4. Walter P. Finn PE No12839 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33810 Data: March 22,2018 0WARNING-VertrydesignP mehmvs dREADNOTESONTMSANDWCLUDWJAIFEKREPEMNCEPAGEaf 7) rmr..10=?V15eEFOFEUSE Dedgn valid for use only with MOeaa+connectors. Thu design is based only upon parameters shown and S for an IndMdual buJding component not �� a buss system. Before use, the balding derigner must verify Me applicab'uly of design parameters and properly Incorporate this design Into Me overall Wrong design. Bracing Indicated k to prevent budding of individual fray web and/or chord members only. Additional temporary and permanent bracing MiTek' h always required for stalonty and to prevent collopse wth pow ble personal N7ury and property damage. For general guidance regarding Me fabrication, storage, delivery, erection and bracing of musses and Mass systems, seeANSVIP11 Cualay CMnly, DSB49 and BCSI Building Component 69N Parke East Blvd. Safetyinfmmationovollable from Truss Plate Institute, 218 N. Lee Sheet. Suffe 31Z Alexandria VA 22314, Tampa, FL 33610 Job Truss Truss Type . . OIY Ply THE ROYALE T73569642 m11324 J3 MONO TRUSS 2 1 Job Reference (optional) chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Mar 22 09:10:38 2018 3x4 = LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TIC0.18 Ven(LL) 0.01 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Ved(CT) -0.01 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 3=64/Mechanica1, 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 Gmv 3=70(LC 15), 2=173(LC 1), 4=50(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All farces 250 (Ib) or less except when shown. Scale = 1:9.4 PLATES GRIP MT20 244/190 Weight: 111b. FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 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.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed 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.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 lb uplift at joint 2 and 4 lb uplift at joint 4. Wafter P. Finn PE No.22939 MiTek USA Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 Job Truss Thus Type Oty Ply T13569643 nr11324 J4 MONO TRUSS 4 1 �TIHEROYALE Job Reference (optional) Chambers Truss, Inc„ Fort Pierce, FL 8.130 a Mar 112016 MiTek Industries, Inc. Thu Mar 22 09:10:392018 Page 1 ID:_k6GCA6bx7j2Syl H DXFw7ye3KX-tSUa7g7L7xPlxUmuFeH7XjJ5So6UM7eD77dJpROZYOkU _ -1-0-0 4.0-0 -- 1.00-- 44}13 — --- Scale =1:11.1 3x4 = a-o-o LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Ved(LL) 0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Verl -0.02 4-7 >999 240 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrii Weight: 14 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or4-" oc puffins. BOT CHORD 2x4 SP No.3 SOT CHORD Rigid ceiling directly applied or 101 oc bracing. REACTIONS. (IWsize) 3=89/Mechanical, 2=206/0-8-0, 4=50/Mechanical Max Horz 2=104(LC 10) Max Uplift 3=-79(LC 10), 2=-161(LC 10). 4=-8(LC 10) Max Gmv 3=97(LC 15), 2=206(LC 1).4=67(LC 3) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=15ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterios(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 79111 uplift at joint 3, 161 lb uplift at joint 2 and 8 Ib uplift at joint 4. Walter P. Finn PE No22839 MiTek USA, Inc. FL tied 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 Q WARNING-N'IfydesignParamele..dREIDNO7ES ON MIS AND INCLUDED UMSKREFERANCE PAGE MII-747Jrov. 10012015 BEFORE USE Design valid for use only with MOekO 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 appllcabllity of design parameters and property Incorporate this design Into the overall bullding design, Bracing Indicated is to prevent buckling of Individual truss web antl/or chord members only. Additional temporary and permanent bracing Is always required far stcblllty, and to prevent collapse with possible personal injury and property damage. For general guidance regarding me fobdcation storage, delivery, erection and bracing of Trusses and tuns systems ey seeANSVrP11 GooCRedo, DS349 and SCSI Belli Component Safety hdormationavoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. MiTek' 8904 Parke East Bind. Tampa, FL 33610 Job Truss Truss Type PlyTHE ROYALE T13569644 m11324 JS MONO TRUSS ry 1 Job Reference (optional) ".comers . ruse, inc., ran nemn, rr. d.1JUS Mar 11 zuia MIIen mausmes. IOC. Inu Mar za W:l AU 2U1e 3x4 = Scale=1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (lac) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Ved(LL) 0.06 4-7 >939 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Veri(CT) -0.06 4-7 >964 240 BCLL 0.0 ' Rep Stress Incr YES WB O.OD Hoa(CT) -0.00 3 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 17 lb FT=O% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=115IMechanica1, 2=243/0-8-0, 4=63/Mechanical Max Horz 2=123(LC 10) Max Uplift 3=-104(LC 10), 2=-177(LC 10), 4=-9(LC 10) Max Gmv 3=125(LC 15), 2=243(LC 1), 4=87(LC 3) FORCES. (lb) - Male CompJMax Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=12Bmph; TCDL=4.2psf; BCOL=3.OpsY h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; F)p 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 D0L--1.60 2) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint 3, 1771le uplift at joint 2 and 9 lb uplift at joint 4. Walter P. Finn PE No.328S9 MTek USA Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 QWAFNWG- Vedfydes/9npsremefvsend RE DN0TES ON TNIS ANOWOLUOFD MnEKFEFEFANCEPAGE MAy4]Jrev. 1d1A42015BEFOFEDSE Deegn valid for use only Wth M6ekG connectors. This design b based only upon parameters shown, and Is for on Individual bulc g component. not ��- ainnssystem. Before use, Me building designermustvady e, appllca6JHyofdesgnparametersand prcpady Vrcorporate thbdesign Intothe overall bWdhgdesrgn. BracingIndlcatedIstoprevent buckling ofNtlMdualhussweband/or chord members only. Additionaltemperaryandpeamanembroeing Lt always required for stability and to prevent collapse with po0bie penond h7ury and property damage. For general guldonce regarding Me fabrication, storage, doWery. erection and bracing of husses and truss systems seeANS91P11 Quo �y Cidsdo, DS349 and SCSI Bolding Component Safety IntoanatIonavWobie from Tnns Rate Instfute, 218 N. Lee Street SLOE 312. Alexontltlo. VA 22314. WGIC 6904 Parka East Blvd. Tampa, FL 33610 Job Thus Truss Type Oty Ply THE ROVALE T1356964511324 m J6 MONO TRUSS 4 1 Jab Reference o fional Chambers Thus, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Mar 22 09:10:40 2018 Page 1 ID_kfiGCA6bx7j2Syl HOXFw7ye3KX-Le2yKA8zuFZo6wTRC emFWdeEVyits5T8EH2Mz5zVOkT -1 0-0 6-0-0 _ 0 Seale = 1:14.3 3x4 = 6-0-0 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (too) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grp DOL 1.25 TC 0.34 Vert(LL) 0.11 4-7 >664 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Ved(CT) -0.11 4-7 >652 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(CT) -0.00 3 Na n/a BCDL 10.0 Code FBC2017/TP12014 MaMx-MP Weight: 20lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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=-8(LC 10) Max Grav 3=155(LC 15), 2=276(LC 15), 4=100(LC 3) FORCES. (Ib) - Max CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=501t; eave=6ft; Cat. II; E)p C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a, live load of 20.Ops1 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 1291b uplift at joint 3, 192 M uplift at joint 2 and 8 lb uplift at joint 4. WafterP. Finn PE No.22839 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 AWARNWG-Vedydesignpa meters antl READN0TE5ONTNI5ANDINCLUDEDM?EKREFERANCEPAGEM0.74"Jre..factcol58EFOREUSE Design valid for use only with MRek® connectors. Phis design Is based only upon parameters shown, and Is for an Ind Aducl building component, not a muss system. Before use, me building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulldingdesign. spacing indicated is to prevent buckling of Individual muss web and/or chord members only. Additional temporary and permanent bracing Ls always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobricamon, storage, delivery. erection and bracing of busses and truss systems, seeANSVTPll Quist CMsdo, DSB4a9 and BCSI Buldksg Cempeniont Satisfy Infom hanbvoilabie from Truss Plot. Institute,218 N.Lee Streetuite S312 Alexandria, VA 22M74. n,� )Tek' 69M Parke East Blvd. Tampa, FL 33610 Job Truss Tnus Type Oty Ply THE ROYALE T13569646 m11324 JB MONO TRUSS 11 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 6.130 s Mar 112018 MiTek Industries, Inc. Thu Mar 2209:10:41 2018 Page 1 ID:kFvnsnOwY419Zh(D_nM3lc6y1J9g.prCKYW gbfYhl42dli9?okAlrw7HbYilTxovW uzYOkS -1-0-0 8.0-0 Scale = 1:17.7 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Ven(LL) -0.14 4-7 >676 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 VertfCT) -0.30 4-7 >310 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 HOrz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix -MP Wind(LL) 0.26 4-7 >368 240 Weight: 26lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. fib/size) 3=188/Mechanical, 2=348/0-8-0, 4=99/Mechanical Max Horz 2=178(LC 12) Max Uplift 3=-174(LC 12), 2=-226(LC 12), 4=-13(LC 12) Max Grav 3=195(LC 17), 2=348(LC 1), 4=141(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=12ft; 8=59ft; L=36ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.1$ MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-7-3, Interior(1) 2-7-3 to 7-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174lb uplift at joint 3, 226 lb uplift at joint 2 and 13 Ib uplift at joint 4. Wafter P. Finn PE NoI2839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Bind. Tampa FL 33810 Data: March 22,2018 ,&WARNING-Vui/yCesl9nparemeteraend READNOTES ON TNISAND INCLUDED MITEKREFERANCEPAGEMIF747Jrev. 10,10.12015BEFORE USE Design valid for use only with M111i connectors. This design la based only upon parameters shown, and Is for on Individual bulltling component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design, Bracing Indicated is to prevent budding of Individual Muss web and/or chord members only. Additional temporary and permanent bracing MiTek- Isalways required for stability and to prevent collapse wilts passible personal Injury and property damage. For general guidance regard ng the fabrication storage, delivery, erection and bracing of Musses and truss systems, seeANSIAPIt Oualfty Criteria. 11511d9 and SCSI Building Component 6904 Parke East Blvd. Safety Drfonnafbnavoiloble from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandre, VA 22314.. Tampa. FL 33610 Job Truss Truss Type pry Ply THE ROYALE T13569647 m11324 JA MONO TRUSS 2 1 Job Reference (optional) chambers Thus, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Mar 22 09:10:41 2018 Page 1 ID _"GCA6bx7j2Syl HDXFw7ye3KX.prcKYW9b1Yhfi42dli9?okAscwDBbYilTxovW uzYpkS .1-0.0 2-43 1.0.0 2=4 3x4 = LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (too) Udefl L/d TOLL 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 Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-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 Hors, 2=73(LC 10) Max Uplift 3=-07(LC 10), 2=-139(LC 10), 4=-0(LC 7) Max Gmv 3=50(LC 15), 2=150(LC 1), 4=37(LC 3) FORCES. (lb) - Max Comp./Max Ten. .-All forces 250 (lb) or less except when shown. Scale =1:8.3 PLATES GRIP MT20 2441190 Weight: 9lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc 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=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottomchordand 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 371b uplift at joint 3, 1391b uplift at joint 2 and 4 lb uplift at joint 4. Walter P. Finn PE No.22839 MRek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 A WARN/NG-Vad/ydeal9nparsmeten:and BE01DN07ESON 7N/SAND INCLUDED MNEKHEFENANCEPAGEARP74" rev. 701=015BEFONEUSE vol d for use only with MRek® connectors. This design Is based only upon parameters shown. ontl Is for on Individual building component, not Nil' a buss system. Before use, the building designer must verify the applicabilityth of design parameters and properly Incorporate this design Into e overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Adtlalonal temporary and bracing MiTek- permanent Isalways required for stability and to prevent collops with possible personal injury and property damage. For general guidance regording the fobAcotion, storage. delivery. erection and bracing of trusses and Muss systems, meANSWMII Quickly Cmedo. DSO-09 and SCSI Building Component 69N Parke East Blvd. Safety Informallanovaiioble from Truss Plate Institute, 218 N. Lee street Sutie 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply THE ROYALE T13569648 m11324 JB MONO TRUSS 2 1 Job Reference (Optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Mar 22 09:10:42 2018 Page 1 ID:_kfiGCA5bx7j2Sy1 HDXFw7ye3KX.H1AjIsADOspWLEdgJPgEK4z5KNwK?yRibXT2LzYOkR -1-2-5 5.5-11 2• .5-1 Scale = 1:12.5 31= 5.5.11 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.38 Ven(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 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 HOIz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MP Weight: 19 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purins. BOT CHORD 2x4 SP No.3 - BOT CHORD Rigid ceiling directly applied or 5-0-0 oc bracing. REACTIONS. (lb/size) 3-127/Mechanical, 2=269/0-8-0, 4=63/Mechanical Max Ho¢ 2=114(LC 10) Max Uplift 3=-109(LC 10), 2=-206(LC 10), 4=-6(LC 10) Max Grav 3=127(LC 15), 2=269(LC 1), 4=90(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opst h=12ft; B=45ft; L=50111; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load 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 1091b uplift at joint 3, 206 lb uplift at . joint 2 and 61to uplift at joint 4. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cad 6634 699 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 Q WARNING-Veritydesigripamanefereand RERD NOTES ON THISANDWCLUDEDMfTEKNEFENANCEPAGEMIF74M9re.. 14,113r101SSEFONEUSE Design valid for use only with MTek® connectors. The design k based only upon parameters shown. and Is for an Individual building component, not ��• a muss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into me overall buildingdesign. Bracing Indicated b to prevent buclAing of Individual husweb and/or chord members only.. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with"ble personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of musses and truss systems, seeANSVIP11 Quality omoda. DSB49 and BCSI Buldi Component 6904 Parke East Blvd. Sabp mformatbr avoaable from Truss Plate Institute, 218 N. Lee Sheet Suite 312. Alexandre, VA 22314, Tampa, FL 33610 Job Truss Truss Type Oty Ply THE ROYALS T13569649 m11324 JC MONO TRUSS 2 1 _ Job R6ferenceAop110na1 Chambers Thus, Inc., Fort Pierce, FL 8.130 s Mar l l 2018 MiTek Industries, Inc. Thu Mar 22 09:10:43 2018 Pagel ID_k8GCA6bx7j2SylHDXFw7ye3KX-mDj5zBAr8AxNz000t7BTt9FC5kwg3SCawFHOa YOkO .1.00 1-1-4 1q.4 Scale =1:6.2 3x4 = LOADING (psQ SPACING- 2-0.0 CS1. DEFL. in (too) Ildeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(ILL) -0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 l n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 5lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-14 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=11/Mechanical, 2=119/0-8-0, 4=4/Mechanical Max Holz 2=50(LC 10) Max Uplift 3=-6(LC 7), 2— 138(LC 10) Max Gray 3=14(LC 15), 2=119(LC 1), 4=14(LC 10) FORCES. (Ib) -Max. Call Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh h=12ft; B=45ft; L=501g eave=6lt; 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 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 6Ib uplift at joint 3 and 138lb uplift at joint 2. Wafter P. Finn PE No12839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Ehd.Tamps FL 33610 Date: March 22,2018 Q WARNING-Vedf1•dssignponshefersend READ NOTES ON TRISANUWCCUUEDMfIEKREFERANCEPAGEMX74Tamv. 111,0.31015BEFORE USE Design valid for use only with Meek® connectors. this design Is basetl only upon parameters shown, and Is for an Individual building component, not a truss system. Before use. the building designer must verity Me applicability of design parameters and properly Incorporate this design Into the overall bulldingdesign. Bracing Indicated Is to provembucklingoflndNldualnuUweband/or chord members only. Additional temporary and permanent bracing is always required for stoblifly and to prevent collapse cairn poobio personal Injury and properly damage. For general guidance regarding me fabrication, storage, delivery, erection and bracing of teases and buss systems. seeANSUTPH Quality Criteria, DS549 end 6CM 6WtlbD Component Sabp hlfomnolbttav nliabie from Truss flora Institute. 218 N. Lee Street, Suite 312 Alexandria. VA 2231A. MiTek' 691N4 Parke East Bald. Tampa. FL 33610 Job Truss Truss Type Ply THE ROYALE T13569650 m11324 KJS MONO TRUSS �?y 1 1 Job Reference o Lonal Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar ll 2018 Milek InCe nes, lno. Iru Mary UVAUAJ zule rage 1 ID:_k1iGCA6bx7j2Syl HD%Fw7ye3KK-mDj5zBArBAsd•1zOBGt7BTt9F9 W ks73SCewFHOanzYOka -1-5.0 3-11-0 7-0.2 2.83 12 3x4 = Scale = 1:15.7 7-0-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udefl 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 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matil Weight 231to F7=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 3=194/Mechanica1, 2=233/0-11-5, 4=94/Mechanir I Max Hoe 2=109(LC 8) Max Uplift 3=-174(LC 8), 2=-191(LC 8) Max Grant 3=198(LC 13), 2=233(LC 1), 4=133(LC 3) FORCES. (Ile) - Max COmpJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60,plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1741b 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 (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plQ Vert: 1-2=-54 Trapezoidal Loads (pIQ Vert 2=0(F=27, B=27)-to3=-95(F=-20, B= 20), 5=0(F=10, B=10)-to-4=-35(F=-8, B=-8) Waller P. Finn FE No22839 MTek USA, Inc. FL Cad SSU 6904 Parke East Blvd. Tampa FL 33810 Date: March 22,2018 AWARNING- Verily designpaminatersandREADNOTESONMISANDINCLUDEDMREKREFERANCEPAGEMl47413rev.16'DY1015BEFOREUSE Design valid for use only with M6ekO connectors. This design Is based only upon parameters shown, and Is for an Individual bullding component not a truss system. Before use, the building designer must vetlty the applicability of design parameters and property Incorporate Ill design Into the overall buadingdoegn. BracingIndicated slobucking Addinonaliempomryandpermonentbracing WOW prevent ofindivduelhussweband/or chordmembersody. Is always required for sloonty and to prevent collapse win posvble personal Injury and property donage. For general guidance regarding the 6904 Parke Earl Bald. 6904Ent0 Building Component fabricotlon. storage. delivery. erecton and bracing of fines chid! muss, systems seeANS91Pi1 CuoOy Criteria, DBa89 and SCSI Buildingp FL Safety WemiaBm eva3oble mom Truss Rate Institute, 218 N. We Shoot. Suite 31Z Alexandria. VA 22314. Job Truss Truss Type Oty Ply THE ROYALS T73569651 m11324 KJe MONO TRUSS 2 1 Job Reference o tiorW Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MTek Industries, Inc. Thu Mar22 09:10:44 2U18 13 3x4 = 2.83 12 WA 3x4 Scaled= 6 15 ere II 3zd = 5 LOADING (ps' SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Val( 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 [nor NO WB 0.35 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 441b 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 as bracing. WEBS 2x4 SP No.3 REACTIONS. (IWsize) 4=90/Mechamcal, 2=465/0-11-5, 5=409/Mechanical Max Hom 2=178(LC 8) Max Uplift 4— 91(LC 8), 2— 332(LC 8). 5=-223(LC 8) FORCES. (to) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-875/541 BOTCHORD 26=-535/842, 5-6=-535/842 WEBS 36=-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=61t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate gdp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 Its uplift at joint 4, 3321b uplift at joint 2 and 223 lb uplift at joint 5. 6) Hangegs) or other connection device(s) shall be provided sufficient to support concentrated load(s) 381b down and 61 Its up at 2-11-0, 381b down and 61 Ib up at 2-11-0, 81b down and 1061b up at 56-15, 81b down and 1061b up at 56-15, and 42 lb down and 145 lb up at 8-6-14, and 421b down and 145 Ito up at 8-6-14 on top chord, and 31 Its up at 2-11-0, 31 lb up at 2-11-0, 11 It, down and 31 Its up at 5-8-15, 11 lb down and 31 Its up at 5-8-15, and 31 Ito down and 14lb up at 8-6-14, and 31 Its down and 14 Us up at 86-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, (Gads 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 (plf) Vert: 1-4=54, 5-7=-20 Concentrated Loads (lb) Vert: 10=80(F=40, B=40) 11=-5(F=-0, B=-0) 12=-83(F=-42, B=42) 13=14(F=7, B=7) 14=-21(F=-11. B=-11) 15=-50(F=-25, 8=-25) Wafter P. Finn PE No32839 MTek USA, Inc. FL Cad 6834 69U Parke East Blvd. Tampa FL 33610 Date: March 22,2018 O WARNWO-Vailydas1go er.twsaed READ NOTES ON MMANDWCLUUEDMn KREFERANCEFAGEM1F74Mmv 10=2015BEFORE USE Design void for use only with MBek® connectors. This design 6 based only upon parameters shown, and Is for an Individual building component, not ��• a truss system. Before use, Me bulltling designer must ved the applicability of design parameters and properly Incorporate this design Into the overall building design, Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always togueed for stability and to prevent coilopse with possible personal Injury and properly damage. For general guidance regarding the 69M Parxe East Blvd. fabdca8on storage, delivery, erection and bracing of teases and truss systems seeANSWI1 Quality clesda, D5549 and But luldIng Component Safety bsformalbrgvaaable from Taos Rate Institute. 218 N. Lee Street Suite 312, Alexancida. VA 22314. Tampa FL 33610 Job Truss Truss Type Ply THE ROYALE T13569652 m11324 KJA MONO TRUSS �.Qty 2 1 Job Reference (optional ruse, Inc., Fort Fierce, FL 8.13D a Mar 112018 MTek Industries, Inc. Thu Mar 22 09:10:44 2018 3a4 = Scale=1:13.6 6-0-4 LOADING (psQ SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.04 4-7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOLL 1.25 BC 0.17 Vert(CT) -0.07 4-7 >974 240 BCLL 0.0 - Rep Stress [nor NO WB 0.00 Hoa(CT) 0.00 2 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matax-MP Weight: 20 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=142/Mechanical, 2=181/0-9-11, 4=69/Mmhanical Max Horz 2=97(LC 8) Max Uplift 3=-129(LC 8),2=-150(LC 8) Max Gmv 3=145(LC 13), 2=181(LC 1), 4=104(LC 3) FORCES. (lb) -M" CompJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh h=12ft; 13=451t; L=50ft; eave=61t; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gap 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-" 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 129 lb uplift at joint 3 and 1601b uplift at joint 2. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as tent (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Incmase=1.25 Uniform Loads (pI) Vert: 1-2=-54 Trapezoidal Loads (pIQ Vert: 2=0(F=27, B=27)-to3=-81(F=-14, B=-14), 5=0(F=10, B=10)-to-4=-30(F=-5, B=-5) Wafter P. Finn PE No32639 MiTek USA, Inc. FL Cea 6634 69U Parke East Blvd. Tampa FL 33610 Date: March 22,2018 Q WARNWG-VaWdeslgnperemef..dREADNOTES ON TNISANDWCLUDEDMrt KNEFENANCEPAGEMX74Ma .1tl08Ba156EFORE USE Design voIcI for use only wnh Mnek®connectors. This design k based only upon parameters shown and is for an Individual bustling component, not a muss system. Before use, the butding designer must verify the applicability of design parameters and properly arcorporaie this design Into the overall balding design. Bracing Indicated 6 to prevent buckling of Individual Muss web and/or chord members only. Additional temporary and permanent bracing Is always required for stoblllty, and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery. erection and bracing of tosses and truss systems. seeAN81/IPtI Cua Cdbeo, D8549 and SCSI Nrldllp Component Safety Informs oncrvanable from Truss plate Institute. 218 N. Lee Street, State 312 Alexandra VA 22314. M!Tek' 69M Parka East BNd. Tampa, FL 33610 Job Truss Truss Type cry Ply THE ROVALE T13569653 m11324 KJB MONO TRUSS 2 1 Jab Reference (optional) Chambers Thus, Inc., Fort Pierce, FL 8.130 s Mar l l 2018 MiTek Industries, Inc. Thu Mar 22 09:10:45 2018 Pagel ID:—kfiGCA6bx7j2Syl HDXFw7ye3KX-icrrOtCejnB5ChLP—VExyaLZfXbOXMitOZm7fgzYOkO -1.2-9 I 417-9 Sala=1-11.7 3x4 = 4-11-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.02 4-7 >999 360 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.03 4-7 >999 240 BOLL 0.0 ' Rep Stress Incr NO W B 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight 17lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (lb/size) 3=95/Mechanical, 2=148/0-9-11, 4=46/Mechanical Max Hou 2=75(LC 8) Max Uplift 3=-84(LC 8), 2= 136(LC 8) Max Grav 3=95(LC 1), 2=148(LC 1).4=77(LC 3) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=4511; 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 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-" wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to Muss connections. 5) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 64 lb uplift at joint 3 and 1361b uplift at joint 2. / 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-2=-54 Trapezoidal Loads (plf) 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) Wa6arP. Finn PE No.22839 MiTek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Data: March 22,2018 ,&WARNING-Ver/rxdesi9m Paremetersemd REAGNOTES ON TNISANDINCLUDED MREKREFERANCEPAGEM47473rev. 10113,20158EFOREUSE. Design vain for use only with MIMS connectors. This design Is based only upon parameters shown and Is for an Individual bullding component, not a truss system. Before use, fie building designer must verfy the applicability of design parameters and properly Incorporate this tleslgn Into the overall bu0dklg tleslgn. Bracing Indicated is to prevent buckling of IndNltlual muss web and/or chord members only. Addlonal temporary and permanent bracing MiTek' Is always reaulred for stabnty and to prevent collapse with pomble personal Injury and property damage, For general guidance tagalo ng the fabrication storage, delivery. erection and bracing of musses and fuss systems seeANSVrpll CY39fy c4i DS349 and aCSI boding Component 6904 Parke East Blvd. Safely brfonnalbnovalable from Muss Plate Irsiifute, 218 N. Lee Street. S09312. Alexandria. VA 22314. Tampa, FL M610 Job Truss Tnus Type DIV Ply THE ROYALE T13569654 m11324 MV2 VALLEY 1 1 Job Reference o 8onal ChambersTruss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Mar 22 09:10:46 2018 Page 1 ID _k6GCA6bx7j2Syl HDXFw7ye3KX-AoPDbDDkU5JygnvbYFIAVntIPn UGpyl cDVgB6zYOkN 200 T 4.00 FIT 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Ved(LL) n/a - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Ved(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 rVa n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (IWsize) 1=41/2-0-0.2--30/2-0-0,3=11J2-0-0 Max Harz 1=21(LC 10) Max Uplift 1=-20(LC 10), 2=-30(LC 10) Max Grav 1=42(LC 15). 2=32(LC 15), 3=22(LC 3) FORCES. (lb) - Max Comp./Max. Ten. -All tomes 250 (lb) or less except when shown. Scale =1:6.1 PLATES GRIP MT20 244/190 Weight: 5lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directlyapplied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=120mph; TCDL=4.2psh BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(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 fora 10.0 psf bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at Joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20111 uplift at joint 1 and 301b uplift at joint 2. Wafterls. Finn PE No22839 MTek USA, Inc. FL Dud 6634 6906 Parke East Blvd. Tampa FL 33610 Dale: March 22,2018 ,&WARNING - VeUrydeslgnpsr demand READNOTES ON MSAND/NCLUOEDMWEKREFERANCEPAGEMIP74MMI 1GNYtaF6 BEFORE USE Design valid for use only with MdekO connectors. This design Is based only upon parameters shown and Is for an Individual bullding component, not a truss system. Before use, me building designer must verity the appllcabllNy of design parameters and properly Incorporate mis design Into the overall bulidingdesign. Bracing indicated a to prevent budding of Individual hussweb and/or chord members only, Additional temporary and peanonembraaing WOW always required for stability and to prevent coilape with possible personal Injury and property damage. For general galdance regarding me fobricotion storage, delNery, erection and bracing of trusses and fuss systems S9aANSVrPl1 CuaW C1Sdda, DS049 and SCSI Budding Component 69N Parke East Bind. Safety Informatbrrnalioble Uom I= Rate Iratiiute, 218 N. Lee Street, Sutie312. Alexandra VA 22314. Tampa, FL W610 Job Truss Truss Type City Ply THE ROYALE T73569655 m11324, MV4 VALLEY 1 1 Job Reference (optional Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Mar 22 09:10:46 2018 Page 1 • ID_kfiGCA6bx7j2Syl HDXFw7ye3KX-AoPDbDOkUSJygrwbYFIAVmgFwAGpyl cDVgB6zYOkN 4-0.0 4--0-0 3x4 3x4 It Scale = 1:9.4 LOADING (psf) TCLL 20.0 TCDL 7.0 BOLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Gdp DO'1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017frP12014 CSI. TC 0.37 BC 0.17 WB 0.00 Matrix-P DEFL Vert(LL) Vert(CT) Horz(CT) in (too) Well Ud Na - Na 999 Na - Na 999 0.00 Na Na PLATES GRIP MT20- 244/190 Weight: 121b FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pudins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (fib/size) 1=109/4-M,3=109/4-M Max Horz 1=56(LC 10) Max Uplift 1=-54(LC10), 3= 72(LC 10) Max Grav 1=112(LC 15), 3=117(LC 15) FORCES. (lb) - Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst; h=12N; B=45N; L--50R; eave=6f ; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 pat bottom chord live toad nonconcurtent 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 72 lb uplift at joint 3. WaierP. Finn PE No.22039 MiTek USA Inc. FL Ced 669 6904 Parke East Blvd. Tampa FL 33610 Date: March 22,2018 Q WARNING-Veritydesign Peremete..d NEADNOTE50NMZMDWCLUDEOMDEKNEFENANCEPAGEM 74".re.. IdW20156EFOFEUSE Design volid for use only with Mpelkla connectors. This design Is based only upon parameters shown, and Is for an IndMdual building component, not �'• a Russ system. Before use, the building designer must verity the applicability of design parameters and properly Inmrporpte Mls design Into the overall bdidhg design. Bracing Indicated is to prevent bucking of indiNOual muss web and/or chard members only. Addiflonol temporary and permanent bracing MiTek' Is always requlred for slabalty and to prevent collapse with possible personal hlury and property damage. For general guidance regarding me fobrkwnon storage, delNery, erection and brochg of hoses and matt systems seeANSVIPII CuaOv Criteria, DS349 and SCSI Building Componml 6904 Parks East BNtl. Safely Womationavo fable from Thus Plate Institute. 218 N. Lee Shoat Surte 31Z Alexandria. VA 22314. Tampa,PL 33610 Symbols PLATE LOCATION AND ORIENTATION 1 s74 Center plate on joint unless x, y offsets are Indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 �/Idr For 4 x 2 orientation, locate plates 0-Ihe from outside edge of truss. This symbol Indicates the required direction of slots in connector plates. Platt location details available in MTek 20/20 sift are or upon request. PLAT 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 Indicated by symbol shown and/or by Text in the bracing section of The output. Use T or I bracing If Indicated. BEAR[ G Indicates location where bearings (supports) occur. Icons vary but reaction section Indicates joint number where bearings occur. Min size shown Is for crushing only. Indust rryy 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 6-48 I I dimensions shownIn sixteenths (Drawings scings not to scale) 1 2 3 TOP CHORDS CI-2 C2-3 o WEBS iA Of OUa O a- cie C6-2 csc O BOTTOM CHORDS ~ 8 7 6 5 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 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSIfTPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MITek® All Rights Reserved B M iTe k® MITek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system. e.g. diagonal or X-bracing, Is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3.. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear 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 specified. 13. Top chords must be sheathed or purlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is Installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use.. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture In accordance with ANSI/TPI 1 Quality Criteria.