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HomeMy WebLinkAboutTRUSS PAPERWORKLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: m11324 - THE ROYALE Site Information: Customer Info: WYNNE BUILDING CORPORATION Lot/Block: Subdivision: Address: UNKNOWN City: ST LUCIE State: FL MiTek USA, Inc. 6904 Parke East Blvd. Project Name: 70' CARLTOIk,�EV.3�J10 MoSdel: Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design. Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design. Program: MiTek 20/20 8.1 Wind Code: ASCE'7-10 Wind Speed: 165 mph SPANNrn ri Roof. Load: 37.0 psf Floor Load: N/A psf BY NtJ This package includes 27 individual, Truss Design Drawings and 0 Additional Drawings. 'Rt 811f`Ip(;nn6ty With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss 1 T17929435 A 8/22/19 23 T17929457 KJ8 2 T17929436 Al 8/22/19 24 T17929458 KJA 3 T17929437 A2 8/22/19 25 T17929459 KJB 4 T17929438 A3 8/22119 26 T17929460 MV2 5 T17929439 A4 8/22/19 27 T17929461 MV4 6 T17929440 A6 8/22/19 7 T17929441 B 8/22/19 8 T17929442 BH7 8/22/19 9 T17929443 GRA 8/22/19 10 T17929444 GRB 8/22/19 11 T17929445 GRC 8/22/19 12 T17929446 J1 8/22/19 13 T17929447 J2 8/22/19 14 T17929448 J3 8/22/19 15 T17929449 J4 8/22/19 16 T17929450 J5 8/22/19 17 T17929451 J6 8/22/19 18 T17929452 J8 8/22/19 19 T17929453 JA 8/22/19 20 T17929454 JB 8/22/19 21 T17929455 JC 8/22/19 22 T17929456 KJ5 8/22/19 Name Date 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, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the junsdiction(s) identified and that the designs comply with ANSlf rPl 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applidability 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/TPI 1, Chapter 2. 8/22/19 8/22/19 azFI L C 8/2 19 r IUGM BOCC VJeR' P GEIVBF.�'!L ��.. Wo 22839 STATE OF �.� 0 R to.. Walter P. Finn PE Na.=9 MiTek USA, Ina. FL Cert 6634 6904 Parke East Blvd. Tampa FL33610 Elate August 22,2019 Finn, Walter I of I Job Truss Truss Type - Ply THE ROYALE T17929435 M11324 A COMMON �Pty 10 1 Job Reference (optional) unarrmers 1 was, Inc., ron rlerM rL b.l3u s Mar l l zulb MI I ex Inc. 1nu Augzzut:bu:1uzule focal as 6 4.00 rl2 4x5 = 6 Scale = 1:59.3 17 .- 15 -- 14 '- 12 45 = " 2x3 II 6x6 W B= 3xB = 2411 45 = 3.8 =. 5x6 W B= rid-n 11.1.n ec.u.n ncn.n 11� 6 8-4-0 147-0 9.2-0 47-0 B-4-0 LOADING (psl) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.33 14-15 >999 360 UT20 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 n/a n/a BCDL 10.0 Corte FBC2017/rP12014 Matrix -MS Weight: 169 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 'BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1399/0-8-0, 10=1399/0-8-0 Max Harz 2=-223(LC 8) Max Uplift 2=-775(LC 10), 10=--775(LC 10) FORCES. (lb) - Max. CompJMax. Ten. -All tomes 250.(I1b) 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 Structural wood sheathing directly applied or 3-1-13 oc pudins. Rigid ceiling directly applied or 4-10-7 ob 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=121t; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-M to 3-9-10, Interfor(1) 3-9-10 to 12-8-6, Exterior(2) 12-8-6 to 17-6-0, Interior(l) 22-1-0 to 31-2-6 zone;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)100.01b AC unit load placed on the top chord, 17-6-0 from left end, supported at two points, 5-0-0 apart. 4) This truss has been designed for a 10.0 Oaf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.0psf. ' 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7751b uplift at joint and 7751b uplift at joint 10. WalterP. Finn PE No.22839 MiTelt USA, Inc. FL Celt 9634 61 Parke. Ent Blvd. Tampa FL 33810 Date. August 22,2019 Q wARNMG- Vedrydesignparametereand BEAD NOTES ON. THIS AND WCLUDEDMITEKREFEBANCEPAGEM67473®v 101032er$BEFORE USE Design valid for use only with Mrek® connectors. This design Is based only upon parameters shown, and Is for an Individual bullding component. not • atruss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate thB 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 Is always required for stability and to prevent collapse with possible personal lnlury and property damage. For general guidance regarding me fabricanom storage, delivery, erection and bracing of hums and buss systems seeANSVIPII Quality Criteria, pull and BCSI Building Component Salety mlalmalblwoilpble ham ➢uss Piste InellNte. 218 N. Lee sheet. Suite 312, Alexandria VA 22314. M!Tek' 6904 Pade East Blvd. Tampa, FL 33610 Job Tmss Truss Type Ply THE ROYALET77929436 At SPECIAL �.Qty 9 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Aua 22 07:50:14 2019 4.00 r1m Sx8 MT18HS Scale=1:60.3 14 13 3x5 = 2Y3 11 5x12 = 302 c 2.00 12 7-5-0 13-7-B 23-11-12 35-0-0 7-8-0 5-11-8 I 10-d-4 1 11-0-4 Plate Offsets (X,Y)- [2:0-1-2,Edge] [8:0-3-0 Edgel [10:0-1-15 Eddel LOADING (psQ BRACING- 2-0-0 CSI. DEFL. in floc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.80 12 >525 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.39 12-13 >302 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Hom(CT) 0.3710 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 1591b FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOTCHORD 2x4SPM30 WEBS 2x4 SP No.3 `Except' 6-12: 2x4 SPM 30 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-12 REACTIONS. (Ib/size) 2=1349/0-8-0, 10=1349/0-8-0 Max Harz 2=-223(LC 8) Max Uplift 2=-825(LC 10). 10=-825(LC 10) FORCES. (Ib) - Max. Comp./Max, Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3309/2433, 3-5=-2581/2012, 5-6=-2548/2113, 6-7=-5337/4002, 7-9= 5302/3868, 9-10=-5702/4143 BOT CHORD 2-14=-2151/3113, 13-14=-2151/3113, 12-13=-1450/2202, 10-12=-3809/5431 WEBS 3-14=0/265,3-13=-813/590,5-13=-269/317,6-13=-317/567,6-12=-2362/3388, 7-12= 298/368, 9-12=-405/352 NOTES- 1) Unbalanced 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.Opsb h=12ft; B=45ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl.. GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -1-0-0 to 3-9-10. Interior(1) 3-9-10 to 12-8-6. Exlertor(2) 12-86 to 17-6-0, I1122-3-10 to 31-2.6 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members, 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. Finn PE No,2t639 MiTek USA, Inc, FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 22,2019 A WARNWG- wdry design parameters and READ NOTES ON MIS AND WCLUDED ai REFERANCE PAGE 111O.7471 rev. I0012015 BEFORE USE Design valid for use only with Mnek® connectors. Mls design Is based only upon parameters shown, and Is for on Individual building component, not a Irene system. Before use, the bustling designer must vertfy the applicability of design parameters and property Incorporate this design Into the Overall buadingdeslgn. Bracing Indicated Is to prevent buckling oflndivldualtrussweb and/or chord members only. .AddiHsnaitemporary and permanent bracing MiTek' e always required for stability and to prevent collapse with possible personal blurry and properly damage. For general guldance regarding the fabrication, storage, delivery, erection and bracing of trusses and muss systems, seeANSVIP11 Guam yy Cessna, D5549,and SCSI Building Component 6904 Parke East Blvd. Safety Infermationovolloble from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tempe, FL 33610 Job Thus Truss Type Ply THE ROYALET17929437 SPECIAL rty 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Aug 22 07:50:15 2019 4.00 F12 Sx6 = 4x4 = Scale = 1:62.3 3x5 2x3 11 5.6 — 12 3x12 c = 2.00 i 13-7-8 19-0-0 i 23.11-12 35.0--0 6.0.1 5-7-7 5.4.8 411-12 11-0-4 Plate Oftsets(XY)— [2:0-1-2Edge] [4:0-2420-3-0] [4:0-0-00-1-121 [8:0-3-0Edae] [8:0-0-00-1-12] [9:0-3-2O-Ml [10:0-1-15Edge1 LOADING (psQ SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Ven(LL) 0.75 12 >559 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -1.02 12-21 >412 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.75 Hom(CT) 0.3710 n/a n/a BCDL. 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 160 lb FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 :BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc puffins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at ml 7-13 REACTIONS. (Ib/size) 2=1349/0-8-0, 10=1349/0-8-0 Max Hom 2=-205(LC 8) Max Uplift 2=-825(LC 10), 10=-825(LC 10) FORCES. (Ib) - Max. Comp./Max. Ten. -All tomes 250.(Ib)or less except when shown. TOP CHORD 2-3=-3315/2113, 3-5=-2515/1641, 5-6=-2524/1699, 6-7=-2672/1734, 7-9=-5246/3199, 9-10=-5687/3567 BOTCHORD 2-15=-1949/3111, 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 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; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Ededor(2)-1-l3-9-10, Intedor(1) 3-9-10 to 31-2-6, Extedor(2) 31-2-6 tc 36-0-0 zone;C-C for members and tomes 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 psf bottom chord live load nonconcunamt with any other live loads. 6) ' This truss has been designed for a live load of 20.Opst 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 ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825 Ito uplift at joint 2 and 825 Ib uplift at joint 10. Walter P. Finn PE No.22439 MiTek USA, Inc. FL Cart 6834 6904PaffR East Blvd. Tampa FL 33610 Data: August 22,2019 ,&WARNING-Ventlydesfge paramefer4 and REND NOTES ON TH SAND INCLUDEDMff KRUENANCEPAGEM/N4" rare - 1011tY1015 BEFORE USE ' Design valid for use only with MRek® connectors. This design Is based only upon parameters shown, and Is for an Individual butdang component, not a huss system, Before use, the building designer must verify Me oppllcabllity of design parameters and property Incorporate rub design Into the overall building design. Bracing Indicated is to prevent buckling of lndivIdual taus web andlof chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery. erection and bracing of busses and truss systems, seeANSIAPI I GuoIM GM�M, DSl-89 and allBuilding Component 69M Parke East Blvd. Safety tram Truss Rate InstiNte, 21B N. lee Sheaf. Suite 312. Alexantlrla. VA 22 14. Tampa, FL 33610 Job Truss Truss Type Cry Ply THE ROYALE - T77929438 M11324 A3 SPECIAL 1 1 Job Reference (optional) Chambers Truss, Inc., Fart Pierce, FL 8.130 s Mar 11 2018 MiTek Inc. Thu Aua 22 07:50:16 2019 r;57 e A nnrT,- 4.6 = Sala =1:61.3 13 2x3 II 5x5 _ 3x12 = 3x5 = 2.00 12 ' 1 8-0.1 117-8 i 210 1 23-11-12 35-0.0 I.T.4-2-11-12 11-nd Plate Offsets (X,Y)-- 12:0-1-2,Edael 18:0-1-15 Edael LOADING (pst) SPACING- 2-0-0 CSI. DEFL in (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.72 10 >582 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.9810-19 >427 240 MT18HS 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/TPI2014 Matrix -MS Weight: 1581to FT=0% LUMBER - TOP CHORD 2x4.SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 2=1349/06-0, 8=1349/0-8-0 Max Harz 2=-181(LC 8) Max Uplift 2=-825(LC 10). 8=-825(LC 10) FORCES. (lb) - Max. CompJMax. Ten. -AU tomes 250.(Ib) or less except when shown. TOP CHORD 2-3=-3286/2122, 3-4=-2556/1711, 4-5=-3161/2095, 56=-0304/2150, 6-7=-5214/3232, 7-8=-5695/3643 BOT CHORD 2-13=-1853/3079, 12-13=-1853/3079, 11-12=-1338/2410, 10-11=-2826/4982, 8-10=-3331/5422 WEBS 3-13=0/293, 3-12=-854/595, 4-11=-480/959, 5-11=-360/724, 6-11=2280/1355, 6-10=-1118/1934, 7-10=-530/515 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ff; B=45ff; 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, Intenor(1) 3-9-10 to 31-2-6. Extedor(2) 31-2-6 to 36-M zone;C-C for members and forces 8, MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of.20.Opsf. on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 8 considers parallel to grain value using.ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 8251b uplift at joint 8. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke. Ent Blvd. Tampa FL 33610 Date: August 22,2019 ®WARNING-yedtydeslg.p.rr etenend READNOTES ON MSANDWCLUDEOM? REFERANCEPAGEMIP74MJm. laNY[afSDEFORE USE Design valid for use only with Mnel9 connectors. This design 6 based only upon parameters shown. and is for on lntllvidual building component, not �■ ■` a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall 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 required for stability and to prevent collapse with passible personal injury and property damage. For general guidance regarding the fabrication. storage. delivery, erection and bracing of trusses and truss systems, saeANSUIPII Qualtlr CrBoria, DS349 and SCSI Building Component 69M Palle East Blvd. Safety Informatbmealloble from Truss Plate Insfllute. 218 N. We Sheet. Suite 312. Alexandria. VA 22 14. Tampa, FL 33fi10 Job Truss Truss Type Oly Ply THE ROYALE - T17929439 M11324 A4 SPECIAL 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2016 MiTek Industries, Inc. 07:50:172019 5.6 = 3x4 = 5.8 =24 11 4.00 12 4 5 6 7 Scala =1:61.3 N Dlt2 IT a 14 13 30 = 3x6 = 3x4 = 5.6 = 2.00 F12 3x12 = 84-2 l 13.7-8 17.6-0 23:11-12 35.0-0 e-8-2 411-6 3-14a 6.5-12 11-0-4 Plate Offsets (X,Y)-- [2:0-0-6,Edgel.16:0-4-0,0-231 [9:0-1-15 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.73 11-12 >572 360 UT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.98 11-20 >429 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Mar YES WB 0.77 Horz(CT) 0.36 9 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 160 lb FT=O% LUMBER - TOP CHORD 2x4.SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-6 oc pur ins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 2=1349/0-8-0, 9=1349/0-8-0 Max Harz 2=157(LC 9) Max Uplift 2=-825(LC 10), 9=-825(LC 10) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250.(Ib) or less except when shown. TOP CHORD 23=-3367/2256, 3-4=-3093/2069, 4-5=-2645/1853, 5-6- 3425/2347, 6-7=-5165/3301, 7-8=-5219/3301, 8-9=-5704/3714 BOT CHORD 2-14=-2000/3170, 13-14=-1488/2537, 12-13=-2065/3480, 11-12= 2440/4196, 9-11= 3399/5431 WEBS 3-14=-429/415, 4-14=323/584, 4-13=-142/386, 5-13- 1125/697, 5-12=-141/467, 6-12=-861/437, 6-1 1=-1 145/2016, 8-11.=-542/518 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10: Vu11=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=0.1 e; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 3-9-10, Interior(1) 3-9-10 to 31-2-6, Exterior(2) 31-2-6 to 36-0-0zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are 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) Beading at joint(s) 9 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 825 lb uplift at joint 9. Waller P. Finn PE No.22839 NTek USA, Inc. FL CeAfi634 6904Parke East Blvd. Tampa FL 33610 Dale: August 22,2019 ®WARNING-Vedfyd StgnperameteM.dREAUNOTES ON THSANOINCLUDEOMREKBEFEBANCEPAGEMbl nT v.1d ,,15BEFOREUSE Design valid for use only with MRek® connectors. This design 3 based only upon parameters shown. and Is for an Individual building component, not a taus system. Before use, the building designer must verify me applicability of design parameters and properly incorporate this design Into the overall building design. Bidding Indicated a to prevent bucklhg of individual taus web and/Of chord members only. AddiXonol temporary and permanent b,a ing MiTek' is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrlca6on. storage. delivery, erection and bracing of trusses and truss systems seeANSVrPII Quality Cil D3349 and SCSI building Component 69M Parke East Blvd. Safety mformalbmvolloble from Truss Plate Insntute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type - ply Ply THE ROYALE r T77929440 M11324 A6 HIP I1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Aug 22 07:50:18 2019 Sire = 4:Do 12 ©11 2.3 11 5,rB = Ib lz Scale=1:60.3 4x5 = 3x4 = US = 3x4 = 3x4 = 4x6 = 3x4 — 4x5 = 1040 138-0 21-4-0 250.0 35.0-0 10-0-D 3Ns 11- .1NO0 10.0.0 Plate Oftsets(XY)-- f2:0-1-14Edge7[4:0-5-40-2-81 f7:0-5.40-2-8119:0-1-14Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vidal Ud PLATES GRIP TCLL 20.0 Plate Grip DOL. 1.25 TC 0.71 Vert(LL) 0.60 11-13 >424 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.76 13 >328 240 BCLL 0.0 Rep Stress Incr YES WE 0.31 Hom(CT) 0.11 9 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight: 153 lb FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOTCHORD 2x4SPM30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1118/0-e-0, 14=379/0-8-0, 9=1201/O-B-0 Max Harz 2=-133(LC 8) Max Uplift 2=-692(LC 10), 14=-219(LC 10), 9=-739(LC 10) Max Gmv 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. CompJIMax. Ten. -All forces 250 (Ib) 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 SOT CHORD 2-16=-2074/2444, 14-16=-1569/2065, 13-14=-1968/2527, 11-13=-1833/2382, 9-14= 2290/2707 WEBS 3-16=-495/599,4-16=-206/347, 4-14=-541/820, 5-14=-5261591, 6-13=-234/311, 7-13=-182/282,7-11=.355/492, 8-11=-444/551 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst h=12ft; B=45ft; L=50ft; eave=6111; Cat. II; Erry C; Encl., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -1-0-0 to 16-9-7, Interior(1) 16-9-7 to 18-2-9, Extedor(2) 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 ponding. 4) This truss has been designed for a 10.0 pad bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed fora 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 692111 uplift at joint 2, 219111 uplift at joint 14 and 739lb uplift at joint 9. WalterP. Rnn PE NoM39 MiTek USA, Inc. FL Cert9634 6904 Parke Eat Blvd Tampa FL 33610 Date: August 22,2019 ,&WARNING- Vedlydesrgnparamelersand RE4p NOTES ON T ZMDINCLUOEa MIiEKREFERANCEPAGEMIP7M7 V. 101t3a0159EFOREUSE valid for use only with MBeka4 connectors. This tlesign Is based only upon parameters shown, and Is for an Individual bulltling component, not a buss system. Before use, the building designer must verify fine opplicabilly of design parameters and properly Incorporate his design Into Me overall building design. Bracing indicated is to prevent bucleing of lndNidual truss web and/or chord members only. Addhlonal temporary and permanent bracing Is always required for stoically and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and buss systems seeANSVTPII Quality Creech, OSB419 and SCSI Balding Component Solely Inlorma8orravaaable ham Truss Prole Iretltute, 218 N. Lee Sheet. Suite 312, Alexandria, VA 22314. Nit MiTek' 6904 Parke East BNd. Tampa, FL 33610 Job - Truss Thus Type Ply THE ROYALE T77929441 M11324 B COMMON �Qty 3 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 6.130 s Mar 112018 MiTek Industries. Inc. Thu Aua 22 07:50:19 2019 4x6 = 2x3 3x4 = Scale: 1/2'=1' 3x4 = N �O Plate Offsets (X Y)— f2:0-2-10 Edgel (4:0-2-10 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.10 5-8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.13 5-8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 4 1 Na BCDL 10.0 Code FBC20177TP12014 Matdx-MS Weight: 47 lb FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=510/0-8-0, 2=568/0-8-0 Max Horz 2=93(LC 9) Max Uplift 4=-292(LC 10), 2=-377(LC 10) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-967/954, 3-4=-966/952 BOT CHORD 2-5=-785/883, 4-5=-785/883 WEBS 3-5=-84/315 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins. BOT CHORD Rigid ceiling directly applied or 7-7-1 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psk BCDL=3.Opsf; h=12ft; B=451t; L=5011; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 292 lb uplift at joint 4 and 3771b uplift at joint 2. Walter P. Finn PE No12636 MiTek USA, Inc. FL Carl 6904 Parke Ent Blvd. Tampa FL 33610 Date: August 22,2019 ®WARNING-Verilytles/gnpasion.csaed READ NOTES ON TN/SAND/NCLUDEDMGEKREFERANCEPAGEMX74M ev. 1hD1!?0r5DEF0Ri Design valid for use only with MReces connectors. Phis; design is based only upon parameters shown, and is for an Individual building component. not a truss system. Before use, the building designer must verity the applicability of design parameters and propeay Incorporate We design Into Me overall building design. Bracing indicated is to prevent bucWing of individual fuss web and/or chord members only.Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Irqury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems seeANSUIPO Quality Cr6edo, DSO419 and BCS1 Building Component Safety Informationavarable from Truss Plate Institute, 218 N. Lee Street Suite 312 Alexandria. VA 22314. �■ I MiTek' 6904 Parke East Blvd. Tampa. FL 33610 Job Truss Truss Type Oty Ply THE ROYALE T77929442 M11324 BH7 BOSTON HIP 1 1 Job Reference (optional) Uhambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MTek Industries, Inc. Thu Aug 22 07:50:20 2019 Page 1 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KXW De1wW w1 BmAwTYyLT_W 2096PO653jSbvYGOTnBOMNn 15 6-0 21-6-0 1-0- TGO 960 11-6-0 13-6414.0 0 17-6-0 19-6.0 21.0-0 23 6-0 25E-0 2a-0-0 35A-0 as o- 11-DO ]-GD H 2." 2-0-0 2.0-0 14-0 2-0O 2-0-0 I1-6-00-6� z-0-0 z-6-0 7.pU ~ o Scale =1:62.6 4.0012 Sx6= 12 14 35 "- 33 32 "' 30 46 = 3x3 = 3x4 = 4x6 = 3x6 = 3x5 = 700 74--0.0-00 0.0 i 0-0 I 3-II 7-DO 20.500 Plate Offsets KY)- 12:0-1-2,Edgel 128:0-01 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.51 32-33 >826 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.6732-33 >628 240 BCLL 0.0 Rep Stress Incr YES W B 0.48 Hom(CT) 0.14 28 n/a r/a BCDL 10.0 Code FBC2017/FP12014 Mardi Weight: 208 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 11, 18, 15. 7,23 REACTIONS. (lb/size) 2=1349/0-8-0, 28=1349/0-8-0 Max Ho¢ 2=--723(LC 8) Max Uplift 2- 825(LC 10), 28=-825(LC 10) FORCES. (lb) - Max. Comp./Max Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 2-3=-3392/2640, 3-4=-1213/956, 4-8=-1157/946, a-9i 145/979, 9-12= 112211028, 12-14=-112511090, 14-16=-1124/1089,161121/1028,19-22= 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=-236812046, 23-25=-2368/2046, 25-27=-2364/2041 BOTCHORD 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=-405/437 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=166ni (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12tt; B=45tt; L=50tt; eave=66; Cat. II; E>to 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 10-8-9, Exledor(2) 10-8-9 to 17-6-0, Interior(1) 24-3-7 to 31-2-6 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 2x3 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of.20.Opsf. on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 8251b uplift at joint 28. e) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. Walter P. Finn PE No.22039 MTek USA Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 22,2019 0 WARAING- Ve4rydealgnpmametemand READNOTES ON MMANDWCLUDEDMy KREFERANCEPAGEMX7473mx. 14N340156EFORE USE Design volid for use only with MIolr8 connectors. This, design b bused only upon parameters Mowa and Is for an hdNidual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent budding of Individual taus web and/or chord members only. Addiflonal temporary and permanent bracing MTek' is always required for stability and to prevent collapse wan possible personal Injury and property damage. For general guidance regarding fie fabdcotlon storage, delivery, erection and bracing of trusses and truss systems. seeANSVIPl1 Quality Cell DS549 and BCSI Suldi g Component 69M Parise East Blvd. Safety Informatbnovallabie from Truss Rate Insti 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Ply THE ROYALE T77929443 M11324 BRA SPECIAL �Clty 1 1 Job Reference (Optional) Chambers Thus, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries. Inc. Thu Am 22 07:50:22 2019 2.3] F12 4x4 = 4.10 19 4 20 4x4 = 21 5 22 6410 2x3 II 3x4 = 3x4 = 2x3 11 3x4 = 3x4 = Scale = 1:26.6 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr NO Code FBC2017/FPI2014 CSI. TC 0.lB BC 0:32 WB 0.06 Matrix -MS DEFL. in Vert(LL) 0.08 Vert(CT) -0.10 Horz(CT) 0.03 (too), Well Ud 11 >999 360 10 >999 240 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 58 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-4-7 ad purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-0-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (fib/size) 2=770/0-8-0,7=770/0-8-0 Mate Hom 2=-65(LC 6) Max Uplift 2=-523(LC 8), 7= 523(LC 8) Max Grav 2=787(LC 17), 7=787(LC 18) .FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1798/1192, 3-4= 1761/1197, 4-5=-1724/1169, 5-6=-1761/1190, 6-7=-1798A 137 BOT CHORD 2-12=-1083/1685, 11-12=-1082/1692, 10-11=-1112/1724, 9-10— 1024/1692, 7-9=-1028/1685 NOTES- 1) Unbalanced 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=5011; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5231b uplift at joint 2 and 5231b uplift at joint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 631b down and 1141b up at 4-1-8, 851b down and 124lb up at 5-0-0, 113 Ib down and 146 lb up at 5-7-3, 60 Ib down and 129 Ib up at 5-11-0, 60 lb down and 129 lb up at 7-11.0, 113 Ib down and 1461b up at 8-2-13, and 85 lb down and 124 Ib up at 8-10-0, and 63 lb down and 139 Ib up at 9-8-8 on top chord, and 61b down and 7lb up at 4-1-8. 18 Ito down and 15 Ib up at 5-0-0, 33 Ib down at 5-7-3, 39 lb down at 5-11-0 , 391b down at 7-11-0, 33lb down at 8-2-13, and 181b down and 151b up at B-10-0, and 6 lb down and 71b up at 9-8-8 on bottom chord. The design/selemion 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 (plp Vert: 1-3=-54, 3-4=-54, 4-5— S4, 5-6= 54, 6-8=-54, 13-16= 20 Walter P. Finn PE No22639 Concentrated Loads (Ib) MRek USA, Inc. FL Ced 6634 Vert: 3=7(B) 4=-64(B) 5_ 64(B) 6=7(B) 12= 6(B) 11= 35(B) 10=-35(B) 9=-6(B) 19=-28(B) 20=-60(B) 21=-60(B) 22=-28(B) 23=-18(B) 24=18(B) 8904 Parke Eat Blvd.P Tampa FL 33A70 Data: August 22,2019 ® WARNING. VeK/VEesf9nPerametn,.rd READN0TE60NTN15ANDPICLUDEDMREKREFENANCEPAGEMII74M.re.. 14=0159EFOFEUSE Design valid for use aNywith MBek®connectors. This design is based only upon parameters shown, and Is for on Indlviduol building component, not - afrusssystem.. Before use, the building designer must verify the appllcablllry of design parameters and properly Incorporate this design into the overall building design. Bracing indicated 4 to prevent buckling of Inc Mduat tun web and/or chord members only. Additional temporary and permanent bracing p, MOW Is always required for stab3Ay and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fobricatlon. storage, delivery. erection and bracing of trusses and truss systems, S09ANSVTPII Cua1BV Cetera. DSS-09 and BC31 building Component 6904 Parke East Blvd. Sabty hfoena601nvoilobie from Truss Plate ImtiNte. 218 N. Lea Steep Sulfa 312: AlexonOAo. VA 22 14. Tampa, FL 3361 D Job Truss - Truss Type - Ply THE ROYALE ' T17929444 M11324 GRB SPECIAL �Qly 1 1 Job Reference (optional) unambers Truss, Inc., • 1� 0-0 Fort Pierce, FL 10.3-0 15-6-0 8.130 s Mar l l 2018 MITek Indastnes, Inc. I hu Aug 22 07:50:23 2019 Pagel ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-moKRZXyvThYVK?hw8641Onk?AJAgwoTLEEf7NWylMNk 21-EO 26.2-0 28-1-0 35-0-0_ _ 36.0-0 4-a-tl 5-0-0 I M. 5-3-0 5.3-0 6.0.0 4-8-0 141-0 ~ 6.11-0 1-o-d Scale =1:62.4 2x3 I 4x4 = 4.00 12 qyg = 4x4 = 3x4 = 3x6 = 2x3 9 3 25 26 4 27 28 29 5 630 31 32 733 34 35 8 2 10 1 171f�N 0 - 18 36 37 17 38 16 39 15 4041 42 14 4313 12 0 3x4 = 2x3 II 3x4 = 3x8 = 5z0 — 3x4 =3x6 = 3x4 = 3x4 = 5.0.0 I 10.3-0 15-6-0 21--0 28-1-0 35.0.0 S(H1 43-n c3-n 6-M6n Plate Offsets (X Y)-- f3:0-5-4 0-2-01 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (toe) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(ILL) 0.11 17-18 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.14 17-16 >999 240 BCLL 0.0 ' Rep Stress Incr NO WE 0.53 Horz(CT) 0.03 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 1461la FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc puriins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-15 REACTIONS. All bearings 0-8-0. (Ib) - Max Horz 2=96(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 2=-536(LC 8), 15=-846(LC 8), 14=-555(LC 8), 10=-314(LC 8) Max Grav All reactions 2501b or less at joint(s) except 2=787(LC 17), 15=1322(LC 1). 14=927(LC 1), 10=506(LC 14) FORCES. (Ib) - Max. Comp./Max. 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=-15a/622, 10-12=-196/636 WEBS 3-18=0/331, 3-17=-297/158, 4-17=0/362,4-15=-2076/1313, 6-15=-505/480, 7-14=-431/408, 8-14=-1063/625, 8-12>115/265 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12tt; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water policing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 536 lb uplift at joint 2, 8461b uplift at joint 15, 5551la uplift at joint 14 and 3141b uplift at joint 10. 7) Hanger(s) orother connection devices) shall be provided sufficient to support concentrated load(s) 257lb down and 341 It, up at 5-0-0, 100 lb down and 129 Ito up at 7-0-12, 100 lb down and 129 Ito up at 9-0-12, 100 Ib down and 129 lb up at 11-0-12, 100 Ib down and 129 Ib up at 13-0-12, 100 Ito down and 129 Its up at 15-0-12. 100 lb down and 129 lb up at 17-0-12, and 100 lb down and 129 lb up at 19-0-12, and 100 It, down and 129 lb up at 21-1A on top chord, and 831b down at 5-0-0, 39 lb down at 7-0-12, 39 to down at 9-0-12, 39lb down at 11-0-12, 391b down at 13-0-12, 391b down at 15-0-12, 39 It, down at 17-0-12, and 39 Ib down at 19-0-12, and 39 lb down at 21-1-4 on bottom chord. The designtselection 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 ued on cape 2 WalterP, Finn PE No.22839 MITek USA, Inc. FL Ced6634 69U Parke East Blvd. Tampa FL 33610 Data: Auaust 22.2019 A WARNING- Verily deslgnperamelereand HEADNOTES ON TN/S AND INCLUDMAImEKREFERANCEPAGEMe.7473rev. 1003,21115BEFORE USE Design valid for use only with Mnek® connectors. This design Is based only upon parameters shown, and Is for an Individual bullDing component, not ��' - a Muse system. Before use, Me building designer must verity me applicability of design parameters and properly Incorporate this design Into the overall balding design. Bracing Indicated is to prevent budding of lntlMidual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delNery, erection and bracing of busses and buss systems seeANSVTP11 Cually Criteria. 05549 and BC51 Building Component 69N Pade East Blvd. Safety lnfomlalbnavollable from Truss Plate institute. 218 N. Lee Street Sulte 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss - Truss Type Ory Ply THE ROVALE _ T17929444 M11324 GRB. SPECIAL 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Aug 22 07:50:23 2019 Page 2 ID:_kfiGCA6bx7125yl HDXFw7ye3KX-moKRZXyvThYVK?hw8641Onk?AJAgwoTLEEf7NWyIMNk LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-54, 3-8=-54, 8-9=-54, 9-1 1=-54,19-22=-20 Concentrated Loads (Ib) Vert: 3=.160(F) 18=-45(F) 25=-60(F) 26=-60(F) 27=-60(F) 29=-60(F) 30=-60(F) 31=-60(F) 32=-60(F) 33=-60(F) 36=-13(F) 37=-13(F) 38=-13(F) 39=13(F) 40— 13(F) 41=-13(F) 42=-13(F) 43=-13(Fj A WARNING-VetMy Eeslgnpommetemand READNOTES ON TNISANO/NCLUDEDMMEKREfERANCEPAGEUX7=rev.]OWSaDISBEFOREUSE Design valid for use only with Mgek® connectors. This design Is based only upon parameters shown, and Is for on IndMdual bullding component, not a hums system. Before urea, Me building deslgoer must verify Me applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated a to prevent buckling of individual tress web and/or chord members only.Additional temporary and permonent bracing MiTek' Is always required for stability and to prevent collapse Win possible personal Injury and property For general guidance regarding Me adpaymage. 05689 and SCSI EWdhp Component NB Sulfa tyd Safely hdormartio o cobble from Truss Plate mairuts 218 Lee Sheet, 312. A1xongtl c.. VA 22314�e� Tampa, FL 33610 Job Truss Thus Type - ply Pl=Referenm T17929445 M11324 GRC. HIP 1 •,,,..a. i ru.s, mc., ton rreroe, ru 6,13U s Mar 11 Zulu MI lex Ineuslnes, Inc. ID_kfiGCA6bxTjj25ylHDXFw7ye3KK-F7tpmtz)(E7gLy 0-O-Q II 17&0 1-04-00 0-0 30•1.0.8 80 3B 3- 5x9 MTIBHS = SxS MT18HS = 4.00 12 2.3 I 3zB = US= 2x3 I I 3 23 24 25 426 27 295 6 729 30 31 32 8 6 d Z2 U/:bU:242U19 Scale =1:60.3 ur 3x5 = 2x3 II J, 3x6 = UI0 =� „ ,o 6x10 = 3x6 _ ae 24l II 3x5 = 13-8-0 21-4.0 27-&0 35-&O Wcan -an 01'�A Plate Offsets (X,Y)-- [3:0-54,0-2-8] [8:0-5-4 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL. 1.25 TC 0.71 Vert(LL) 0.22 11-22 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.31 13-14 >830 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.79 Hoa(CT) 0.05 9 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 1571b FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 *Except* WEBS 4-14,7-13:2x6 SP No.2 REACTIONS. (Ib/size) 2=412/0-8-0, 14=358210-8-0, 9=1192/0-8-0 Max Holz 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. Comp./Max. Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 2-3=-377/225, 3-4=-1093/1954, 4-5=d093/1954, 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=-112412080, 7-13=-592/548, SA3=-760/483, B-11=-201/684 Structural wood sheathing directlyapplied or 3-5-6 oc Outline. Rigid ceiling directly applied or 5-9-3 oc bracing. 1 Row at midpt 3-14. 5-14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psY BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 pat bottom chord live load nonconcumant with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 299 Ib uplift at joint 2, 2133 lb uplift at joint 14 and 764 lb uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 182lb down and 312 Ib up at 8-0-0, 107 lb down and 173 lb up at 10-0-12, 107 Ib down and 173 Ile up at 12-0-12, 107 lb down and 173 It, up at 14-0-12, 107 Ib down and 173 Ill up at 16-0-12, 107 Ib down and 173 lb up at 16-11-4, 107 It, down and 173 It, up at 18-11-4, 107 It, down and 173 lb up at 20-11-4, 107 It, down and 173 It, up at 22-11-4, and 107 lb down and 173 lb up at 24-11-4. and 182 Ito down and 312 Ib up at 27-0-0 on top chord, and 411 Ib down and 242 lb up at 8-0-0, 79 lb down and 1 lb up at 10-0-12, 79 lb down and 1 lb up at 12-0-12, 79 Its down and 1 Ib up at 14-0-12, 79 It, down and 1 Ito up at 16-0-12, 79 lb down and 1 Its up at 16-11-4, 79 lb down and 1 lb up at 18-11-4, 79 lb down and 1 It, up at 20-11-4, 79 It, down and 1 lb up at 22-11-4, and 79 Ile down and 1 lb up at 24-11-4, and 411 Ib down and 2421b up at 26-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). I.OAD CASE(S) Standard orltinued on oaa Walter P. Finn PE No121139 MRek USA, Inc. FL Ced6034 6904 Parke Ent Blvd. Tampa FL 33610 Data: August 22,2019 ® WARNING -Verlrydeall s.W1amemrsend NEAP NOTES ON THLSAND INCLUDED MIfEKREFERANCEPAGERX7473 rev. NOO&O15 BEFORE USE Design vclltl for use only win i MRek® connectors. this design Is based only upon parameters shown, and Is for an IndNlduol 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 bulltling tlesign. Bracing Indicated is to prevent buckling of Individualtmss web and/or chord members oNy.. Addltlonol temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobrlca8oRstorage. dervery, erection antl bracing of hoses and muss systems sseANSUfP11 Quality Cmerla, DS1141rand SCSI Balding Cumpanent 6904 Padre East Blvd. Safety Informatbmvallable from Truss Hate Institute. 218 N. Lee Sheaf, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job - Truss Truss Type Oty Ply THEROYALE- - T77929445 M11324 GRC HIP 1 1 Job Reference o tioned Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Aug 22 07:50:24 2019 Page 2 ' ID _k tGCA6bx712Sy1 HDXFw7ye3KX-F?tpmtrXE?gLy9G6iqb—z?H57jOIfBgVTuOgwyylMNj LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber lncrease=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-B— 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(8)12=-50(B) 23=-107(B) 25=-107(B)26=-107(B)27=-107(B)28=-107(B)29>107(B) 30i 07(B)32= 107(B)33=-50(B)34=-50(B) 35= 50(B)36=-50(B)37= 50(B) 38=-50(B) 39=-50(B) A WARNING -VeNry desfgnpnm eef s. end BEAD NOTES ON Thar AND INCLUDED M me ?EKNEFERANCE PAGE MX74M lath 15 BEFORE USE Design valid for use only willi MBe& connectors. This design Is based only upon parameters shown, and 6 for an Individual building component, not b truss system, Before use, the bu0ding designer must verity Me applicability of design parameters and property Incorporate this design Into Me overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing (TOk' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and fuss systems seeANSVIPII Qua ft CIEaM. DSB49 and SCSI Building Compani 61 Parke East Blvd. Safe Infannotbrnvalloble from Truss Plate Institute, 218 N. Lee Street Suite 312 Alexandra. VA 22314. Tampa, FL W610 Job Truss Truss Type Ply THE ROYALE T17929446 M11324 J1 MONO TRUSS 10ty 2 1 Job Reference (optional) Uhambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Aug 22 07:50:25 2019 Page 1 ID:-J�fiGCA6bx7j2Sy1HDXFw7ye3KX.jBRB D A71oCZJrIFX6DVCpPF7wkOgleiY8ESPOMNi -t-0-0 1-0-0 1.0.0 1-0.0 Scale =1:6.1 3x4 = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Udell Ld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Ve all-0.00 5 >999 360 MT20 244/190 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 n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 5lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.. REACTIONS. (lb/size) 3=9/Mechanical, 2=118/0-8-0, 4=0/Mechanical Max Horz 2=48(LC 10) Max Uplift 3=-4(LC 7), 2=-140(LC 10) Max Gmv 3=11(LC 15), 2=118(LC 1), 4=17(LC 10) 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=45tt; L=56ft; 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 It, uplift at joint 3 and 140 lb uplift at joint 2. Waller P. Finn PE No32639 MTek USA, Inc. FL Cad 6634 6904 Parke Ent Blvd. Tampa FL 33610 Date: August 22,2019 ,WARNING -Verity design parameters and BEAD NOnES ON TNISAND INCLUDED AIMEKREFENANCEPAGEMl4]4la nrv. 1001cala BEFORE USE Design volid for use only with MBekG connectors, This design Is based only upon parameters shown. end Is for an Individual building component, not �■' a muss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design Into Me overall `■ building design. Racing lndIcated a to prevent buckling of Individual fruss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability, and to prevent collapse with possible personal Injury and property damage. For general guldonce regarding Me fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANSVIPIt Qua" CIBeM. D9o-09 and ICSI Building Component Galas Parke East BNd. Sably, Infpanatbnavoaoble from Truss plate, InstlMe: 218 N, Lee Sheet, Suite 312. Alezontltla. VA 22 14. Tampa. FL 33610 Job Truss - Truss Type - Ply THE ROYALE T77929447 M11324 J2 MONOTRUSS �Qty 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Aug 22 07:50:25 2019 Page 1 ID_kfiGCA6bx7j2Syl HDXFW7ye3KX.jBRB D A?IoCZJrIFX6DVCpPF7mOgleiY8ESPyIMNi 2-0-0 1.0.0 2-0.0 Scale = 1:7.8 3x4 = 2.0-0 LOADING (psQ SPACING- 2-0-0 CSI. DEFL in (too) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Verl(LL) -0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Ven(CT) -0.00 7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0:00 Horz(CT) -0.00 3 Na n1a 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. (Ib/size) 3=37/Mechanical, 2=141/0-8-0, 4=23/Mechanical Max Horz 2=67(LC 10) Max Uplift 3=-28(LC 10). 2=-136(LC 10), 4=-3(LC7) Max Grav 3=42(LC 15), 2=141(LC 1). 4=31(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-secondgust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6tt; 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 20.01 on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 281b uplift at joint 3,136 lb uplift at joint. 2 and 3 lb uplift at joint 4. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cart 6634 69U Parke East Blvd. Tampa FL 33810 Date: August 22,2019 Q WARNPIG-Venfydasleepmmefersand READ NOTES ON MSANOINCLUDEDMREKREFERANCEPAGEM&747amv. 1aMJv2e1SBEFORE USE Design valid for use only with MOek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the oppllcobllity of design parameters and properly Incorporate mis design into the overall building design. Bracing Indicated is tc prevent buckling of individual huss web and/or chord members only. Additional temporary and pennonent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, weANSVTPII Quality CriteM, DS549 and SCS16ueding Component 690a Palle East Blvd. Safely Inlotmalbmvolloble from Truss Plate Institute, 218 N. We Sheet, Sure 312. Alexandra, VA 22314. Tampa, FL 33610 Job Job Truss Truss Type Ply THE ROYALE T77929448 J3 MONO TRUSS �Qly 2 1 Job Reference (optional) unamoers i was, inc., ron rierce, rL 6.13U s mar l l zulb MI l ex InauSlnes. me. i nu Aaa zz Uf:=4b zule 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in (too) 1/dell Ud TCLL 20.0 Plate.Gdp DOL 1.25 TC 0.18 Ved(LL) 0.01 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Ho=(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=64/Mechanical, 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 Grey 3=70(LC 15), 2=173(LC 1), 4=50(LC 3) FORCES. (Ib) - Max Comp./Max. Ten. -A(] forces 250 (lb) or less except when shown. Scale =1:9.4 PLATES GRIP MT20 244/190 Weight: 11 lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Elp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 64 lb uplift at joint 3, 1471b uplift at joint. 2 and 4 Ib uplift at joint 4. WallerP. Finn PE NoM39 MITek USA Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33619 Date: August 22,2019 Truss Truss Type Oty- Ply THE ROYALE Lobl T17929449 324 J4 MONO TRUSS 4 1 Job Reference (optional) t riamoers I was, Inc., ran rleroc, rL a.l'JUsmarla Leta Mlleslnausines,Inc. Inu AUq Gzu/:bUL/LUt9 Facet 3x4 = 4 LOADING (pst) SPACING- 2-0-0 CS'. DEFL. in (roc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Ven(LL) 0.02 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.02 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SP No.3 Scale = 1:11.1 PLATES GRIP MT20 244/190 Weight: 14 lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=89/Mechanical, 2=206/0-8-0, 4=50/Mechanical Max Holz 2=104(LC 10) Max Uplift 3=-79(LC 10). 2=-161(LC 10), 4=-B(LC 10) Max Grav 3=97(LC 15), 2=206(LC 1), 4=67(LC 3) FORCES. (Ib) - Max. CompJMa 1. 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.Opst h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Fxtedor(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 nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 lb uplift at joint 3, 161 It, uplift at joint 2 and 8 Ib uplift at joint 4. Walter P. Finn PE NoIU39 MTek USA, Inc. FL Cott 6034 I Parke East Blvd. Tampa FL 33810 Date:' August 22,2019 AWARNWG-Vedfydesfgnp rum&WmwJBEAONOTESONTNLSANDWCLUDEDMNEKREFERANCEPAGEU&74MMV.1d O1SBEFONEUSE valid for use only with Mrtek® connectors. This design Is based only upon parameters shown. and Is for on individual building component, not Nit - atruss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into Me overall building design. Bracing Indicated is to prevent buckling of lndMtlual race web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guldonce regarding the fabrication, storage; delivery. erection and bracing of trusses and truss systems seeANSUIPII Guc" Criteria, D3349 and SCSI Building Component 69M Parke East Blvd. Safety mfonnationavaJable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria. VA 22 14. Tampa. FL 33610 Job Truss Truss Type Oty Ply THE ROVALE ' T17929450 M11324 J5 MONOTRUSS 11 1 Job Reference (optional) Gnambers I russ, Inc., Inch Floras, YL 3x4 o.lauS mLr 11 LV Ia MI1CR Ir1urUlrlea, nm., nuy caw.owu cam ruyei ID_k5GCA6bx7j2Syl HDXFw7ye3KX-fQyOv7OXw3wpc7hNy8hadvdXxTWskox9sdLW HyIMNg LOADING (psf) SPACING- 2-D-0 C51. DEFL. in (roc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vart (CL) 0.06 4-7 >939 360 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vetf(CT) -0.06 4-7 >964 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(CT) -0.00 3 We n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 3=115/Mechanical,2=243/0-8-0,4=6amechanical Max Harz 2=123(LC 10) Max Uplift 3=-104(LC 10), 2=-177(LC 10), 4=-9(LC 10) Max Gmv 3=125(LC 15), 2=243(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale =1:12.7 PLATES GRIP MT20 244/190 Weight: 1711b FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.. NOTES- 1) Wind: ASCE 7-10; 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 & MW FRS 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 nonconcumant 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, 177lb uplift at joint 2 and 9 Ib uplift at joint 4. Walter P. Finn PE No.22639 MTek USA Inc. FL Cart 6034 6904 Parke Ent Blvd. Tampa FL 33610 Dater August 22,2019 A WARNING - Verity design pemmetem end BEAD NOTES ON MIS ANDINCLUDED UmEK REFERANCE PAGE M674n rev. IWAC20r6 BEFORE USE. Design valid for use only with MIIekO connectors. IDis design b based only upon parameters shown, and Is for an Individual bulltling component, not • abuss system. Before use, the bulding designer must verify the oppllcabYify of design parameters and property Incorporate mis design Into the overall bulltling deslgn.Bracing indicated a to buckling lndNldual truss web and/or chard members orly. Add tionol temporary and permanent bracing MTek• prevent of Is always recurred for stoblllfy and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdca8on, storage, dalNery, erection and bracing of musses and truss systems MANSURII Quality CMaN, D8549.and I CSI Building Component 6904 Parke East Blvd. Safety Infoenatbpvallable from Tmss Rate Institute, 218 N. We Sheet, Suite 312. Alezanddo. VA 22314. Tampa, FL 33610 Job - - Truss Truss Type Ply THE ROYALE T17929451 M11324 J6 MONO TRUSS JQIY 4 1 Job Reference taplionall unamoers I uss, Inc., ran rierce, rL 3x4 = a.lnusmariizuiumneKinauames,mc. mu Aug GzurAu:,a,vuu regal ID _kfiGCA6bx7j2Sy1 HDXFw7ye3KX-7m7KCFO21DBnGmZtxffx7rRlsKmBbB24OW Mu3kyIMNf LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Lid TCLL 20.0 Plate Gdp DOL 1.25 TIC 0.34 Vert 0.11 4-7 >664 360 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.11 4-7 >652 240 BCLL 0.0 Rep Stress Incr YES WEI 0:00 Horz(CT) -0.00 3 n/a r✓a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP N0.3 BOT CHORD REACTIONS. (lb/size) 3=142/Mechanical, 2=275/0-8-0, 4=70/Mechanical Max Hom 2=140(LC 10) Max Uplift 3=-129(LC 10), 2=192(LC 10). 4=-e(LC 10) Max Gray 3=155(LC 15), 2=276(LC 15). 4=100(LC 3) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown Scale = 1:14.3 PLATES GRIP MT20 244/190 Weight: 20 lb FT=13 Structural wood sheathing directly applied or 6-0-0 cc pur ins. 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=6f ; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) • This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 fall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to,girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 3, 192lb uplift at joint 2 and 81b uplift at joint 4. Walter P. Finn PE No32839 MRek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: August 22,2019 Q WARNING- Wdlydespir panmefen and READ NOTES ON THIS AND/ NCLUDEDMREKREFERANCEPAGEN*74TJ ree laTlsarm BEFORE USE ' - Design valid for use only with MneM connectors. This design is based only upon parameters shown, and Is for an IndNltlual building component not ' a truss system. Before use, Me builtling designer must verify Me applicability of design parameters and properly Incorporate rub design Into the overall building design. Bracing Indicated is to prevent buckling of individual huss web and/or chord members only. Additional temporary and permanent bidding MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabncotlon, storage. delivery, erection and bracing of musses and buss systems. weANSVWII Quality Cmoda, DS849 and 9C31 Building Component. seat Parke East 13W. Safely Infoenallollavoilabie from Truss Plate Institute, 218 N. Lee Shoot, Suite 31Z Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type - Dry Ply THE ROYALE ' T77929452 M11324 JB MONO TRUSS 11 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 i 8.130 s Mar 112018 MiTek Industries, Inc. Thu Aug 22 07:50:28 2019 Page 1 ID:kFvnsnOwY419Zh0_nM3lc6ylJ9g-7m7KCFO21DBnOm2txffx7rRpjKrMbB24O W Mu3kylMNt Scale = 1:17.4 Plate Offsets (X Y)-- [2:0-3-14 0-1-81 LOADING (psi) SPACING- 2-0-0 CS]. DEFL in (loc) Vdetl Ud 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 Vert(CT) -0.30 4-7 >310 240 BCLL 0.0 ' Rep Stress Incr , YES WB 0,00 Horz(CT) -0.00 3 n/a n1a BCOL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.26 4-7 >368 240 Weight: 26 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=188/Mechanical, 2=348/0-8-0:4=99/Mechanical Max Horz 2=178(LC 12) Max Uplift 3=-174(LC 12), 2=-226(LC 12), 4=-13(LC 12) Max Grey 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., BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.6psf; h=12ft; B=59h; L=3611; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-7-3, Interior(1) 2-7-3 to 7-10-4 zone;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pst bottom chord live load nonconcument with any other live loads. 3) • This truss has been designed for a live load of 20.0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 3, 2261b uplift at joint 2 and 13 lb uplift at joint 4. WalterP. Finn PE NoM39 II USA, Inc. FL Cart 6634 6964Parpe East BIl Tampa FL 33619 Date: August 22,2019 QWARnWG- Verirydssfynperemefersand RIv4VR0 ES ON TN49ANDWCLUDOUffEKREFERANCEPAGEMIP74Mrs✓. 1D15340156EFORE USE. ' Design valid for use only with Mnekria connectors. This tlesign Is based only upon parameters shown, and Is for on hdMdual building component. not a muss system. Before use, the building deslgnar must vedfy trie applicability of design parameters and properly Incorporate this design Into the overall bullding design.. Bracing Indicated is to prevent bucbing of Individual muss web and/or chord members only. Addltlonal temporary and permanent bracing MiTek' Is always required for stablllt, and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fabrication. storage: calvary, erection and bracing of misses and taus systems seeAN3U1P11 CupOh Criteria, DSB49. and li au1dMD Component 6904 Parka East BNn. Sably InbrmptbrpvaYable from lass Plate Institute, 216 N. Lee Street Suite 312, Alexandria. VA 22 14, Tempe. FL 33610 Jab - Truss Truss Type Oty Ply THE ROYALS - T17929453 M11324 JA MONOTRUSS 2 1 Job Reference (optionap Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 201 B MiTek Industries, Inc. Thu Aug 22 07:50:29 2019 Page 1 ID _kfiGCA6bx7j2Syl HDKFw7ye3K)(-byhipbl g3%Je2w84UNBAg2_5EkHVKelEdA6RbAo MNe 2.4-3 r 1-0-0 f 2.4-3 3x4 = LOADING (psf) SPACING- 2-0-0 CS'- DEFL. In (too), Well Ud TCLL 20.0 Plate Grip DOL 1.29 TC 0.18 Veri(LL) -0.00 7 >999 360 TOOL 7.0 Lumber DOL 1.25 BC. 0.09 Vert(CT) -0.00 7 >999 240 BCLL 0.0 Rep Stress lncr YES WB 0:00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4.SP No.3 REACTIONS. (lb/size) 3=45/Mechanical, 2=15O/O-8-0, 4=28/Mechanical Max Horz 2=73(LC 10) Max Uplift 3=-37(LC 10), 2=-139(LC 10), 4=-4(LC7) Max Gran, 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 244/190 Weight: 9lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2ps1; BCDL=3.Opsf; h=12ft; B=4511; L--50ft; eave=61C Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 3) `This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will tit 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 37 lb uplift at joint 3,139 lb uplift at joint 2 and 4 Ib uplift at joint 4. Walter P. Finn PE N612839 MiTek USA, Inc. FL Ced 6834 6904 Pattie East Blvd. Tampa FL 33810, Date: August 22,2019 O WARNING -Verity design parameremand READ NOTES ON TNISANDWCLUDW Mn-EKREFERANCEPAGEMX74TJrex. lWA32015BEFOREUSE ' Design valid for use only with MOek® connectors. This design is based only upon parameters shown. and 6 for an Individual bulltling component not a m ss system. Before use, the building designer must verity the oppllcabalty, at design porameters and properly Incorporate this design Into the overall building design.&Ocing Indicated b to prevent buckling of Individual truss web and/or chord members only. AddItonol temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fobricaeon, storage, dellvery, erection and bracing of trusses and fares systems. seeANSUTPII Cualtiv Cmnb, DS6.8e and SCSI Building Component 6904 Pear. East Blvd. Safety trrfamsationavailoble from Truss Plate Institute. 218 N. Lee Street Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Jab Truss Truss Type - - Ply THE ROYALE ' T17929454 M11324 JB MONO TRUSS �Qly 2 1 Jab Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.130 s Mar 112018 MiTek Industries, Inc. Thu Aug 22 07:50:30 2019 Page 1 ID_k6GCA6bx7j2Sy1 HDXFw7ye3KX.38F41 x11grRVg4jG24iPCGXCke0E34XNrgr77cy1MNd Scale = 1:12.5 5.5-11 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. In (fee) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.10 4-7 >645 360 MT20. 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.07 4-7 >898 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MP Weight: 19 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SPM 30 TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc pudins. 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 Hoyt 2=114(LC 10) Max Uplift 3=-109(LC 10), 2=-206(LC 10). 4=-6(LC 10) Max Gmv 3=127(LC 15), 2=269(LC 1), 4=90(LC 3) FORCES. (lb) - Max CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES - I) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50h; eave=6ft; Cat. II; Exp C; Encl., GCpi=O.i B; 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 girders) for truss to truss connections. - 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 Ib uplift at joint 3, 206 lb uplift zt joint 2 and 6lb uplift at joint 4. Walter P. Finn PE No.22939 MiTek USA, Inc, FL Cad 6634 699 Parke Eat Blvd. Tampa FL 3361D Data: August 22,2019 Job Truss - Truss Type - Ply THE ROYALE T77929455 M11324 JC MONO TRUSS JQly 2 1 Job Reference (optional) lAamaers I mss, and., Von Fierce, FL Mar 11201 B MI reK industries, Inc. I flu Aug 2Z Uy:5U:3U 2U19 Pagel 9 HDXFw7ye3KX.38F41 x1 IgrRVg4jG24iPCGXC>_8dv34XNryR7cyl MNd 4 3x4 = Scale = 1:6.2 LOADING (psf) SPACING- 2-0-0 CSI. 'DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.18 Vert(LL) -0.00 5 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: 5lb FT=O% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4.SP No.3 REACTIONS. (Io/size) 3=11/Mechanical,2=119/0-8-0,4=4/Mechanical Max Hom 2=50(LC 10) Max Uplift 3=-6(LC 7), 2=-138(LC 10) Max Gmv 3=14(LC 15), 2=119(LC 1), 4=14(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-1-4 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2ps1; BCDL=3.Opsf, h=12ft; 13=45ft; L=50ft; eave=6ft; Cat. II; Exp C;. Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zonwC-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 6 Ib uplift at joint 3 and 138 lb uplift at joint 2. Walter P. Finn PE NoIN39 MiTek USA, Inc. FL Carl6634 69M Parke East Blvd. Tampa FL 33810, Date: August 22,2019 A WARNING-Vedrydeslgnperemefereend READNOTES ON MSANDINCLUDWMITEKREFERANCEPAGEMX74M., ldAYleIS BEFORE USE ' - Design valid for use only with Mpek® connectors. This design a based only upon parameters shown, antl Is for on Individual building component. not • a truss system. Before use, the building designer must verity he appllcabllty of design parameters and properly Incorporate this design Into the overall building design; Bracing indicated Is to prevent bucking of Individual truss web and/or chord members only., Additional temporary and permanent bracing MOW always required for stoblllty, and to prevent collapse with possible personal injury and property damage, For general guldance regarding he fabacatlon. storage, delivery, erection and bracing of trusses and truss systems. weAN5tl1P11 GuoO0yy CdbPo, DSa-09 and 6RI 6uldhp Component 69M Parke East Blvd. Sorey htonrr10B01gvallabl9 from Truss Plate Institute, 218 N. Lee Sheaf, Suite 312. Alexantlrla. VA 22314. Tempe, FL 33610 Job - Truss - Truss Type Oty Ply THE ROYALE T17929456 M11324 KJS MONO TRUSS 1 1 Job Reference (optional) o.rou a me, 1 i auto muex inumirea, hu. lilu,arg cc ul.uucot cuia rages ID_MGCA6bx7j2Syl HDXFw7ye3KX-XLoTEG2wbBZMIEISwDe1T309YvJoXnX4UbYf2ylMNc -1-5-0 &1t-0 7-0.2 1-5-0 3.11-0 3-1-2 2 3x4 = 2.83 F12 LOADING (psf) SPACING• 2-0-0 CS'_ DEFL in (lac) I/detl Ud TCLL 20.0 Plat, Grip DOL 1.25 TO 0.34 Ven(LL) 0.09 4-7 >923 360 TOOL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.15 4-7 >563 240 BCLL 0.0 Rep Stress Inor NO WB 0:00 Hom(CT) 0.00 2 n/a rVa BCDL 10.0 Code FBC2017/,rP12014 Mattiz-MP LUMBER - TOP CHORD 2x4SP M 30 BOTCHORD 2x4.SPM30 REACTIONS. (lb/size) 3=194/Mechanical,2=233/0-11-5,4=94/Mechanical Scale=1:15.7 3 4 PLATES GRIP MT20. 244/190 Weight: 231b FT=0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Max Horz 2=109(LC 8) Max Uplift 3=-174(LC 8), 2=-191(LC 8) Max Gmv'3=198(LC 13), 2=233(LC 1), 4=133(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.Opsf; h=12ft; B=45ft; I eave=6ft; Cat. 11; ExPC; 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 nonconcunent with any other live loads. 3) • This truss has been designed for a live load of,20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1741b uplift at joint 3 and 191 Its uplift at joint 2. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-54 Trapezoidal Loads (psf) Vert: 2=0(F=27, B=27)-t0-3=-95(F=-20, B=-20), 5=0(F=10, B=10)-to-4=-35(F=-8, B=-8) - Walter P. Finn PE No12639 MiTek USA, Inc.YL Carl 6034 61 Parke Ent Blvd. Tampa FL 33810 Date: August 22,2019 O WARNING.Verify design peramefem end READ NOMS ON 7NISANG INCLUGEG MNEKREFERANCEPAGEM1474T mv. 1GOV20158EFGRE USE ' Design valid for use only with M6ea connectors. this design Is based only upon parameters shown aid Is for an Individual building component not • atruss system. Before use, the building designer must ved"Ithe applicability, of design parameters and property Incorporate this design Into the overall building design. Bmdng Indicated a to prevent bucking of individual tress web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse witn poeiale personal lo7ury antl property damage. For general guidance regarding the fabrication, storage: delivery, erection and brocing of busses and truss systems seeANSUIPII Gualnv Criteria. DSB49 and III Building Component 69M Parke East BNE: Safety mformalbmvalloble from Truss Rate Insfitute. 218 N. We Sheet Suite 312. Alezcnddo, VA 22314. Tampa. 1 33610 Job - Truss Truss Type Oty Ply THE ROYALE T17929457 M11324 KJ8 MONO TRUSS 2 1 Job Reference (optional) unamoers 1 russ, Inc., Yon rrerce, rL u.l'Ju s Mar 11 ZU1 U Mi l eK lnaustnes. inc. i nU AUq ZZ U/:bU:eZ ZU1V Paae l 1.5.0 7.2.7 4.0-9 SCalV1:: 2.83 12 3x4> 12 3 11 10 2 13 14 6 15 2x3 I 3x4 = 3x4 = 5 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.21 BC 0.25 WE 0.35 .Matrix -MS DEFL. In Vert(LL) 0.08 Veri -0:10 Horz(CT) 0.01 (too) Well Ud 6-9 >999 360 6-9 >999 240 5 n/a Na PLATES GRIP MT20: 2441190 Weight: 441b FT=O% 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 9-10-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Itc/size) 4=90/1vlechanical, 2=465/0-11-5; 5=409/Mechanical Max Horz 2=178(1_0 8) . Max Uplift 4=-91(LC 8), 2=-332(LC 8), 5=-223(LC 8) ' FORCES. (lb) - Max. CompJMax, Ten. -All forces 250 (Ib) or less except when shown. - TOP CHORD 2-3=-875/541 _ SOT CHORD 2-6=535/842, 5-6= 535/842 ". WEBS 3-6=-1/287, 3-5=-923/587 ' NOTES- 1) Wind: ASCE 7-10;:Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=Gft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1:60 2) This truss has been designed for a 10.0 Dot bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other. members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 91 It, uplift at joint 4, 3321b uplift at joint 2 and 223 Ib uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 381b down and 61 lb up at 2-11-0, 38 Ib down and 61 lb up at 2-11-0, 8 lb down and 106 lb up at 5-8-15, 8 lb down and 106 Ib up at 5-8-15, and 42lb down and 145.IIn up at 8-6-14, and 42 Ib down and 145 lb up at 8-6-14 an top chord, and 31 Ib up at 2-11-0, 31 It, up at 2-11-0. 11.Ib down and 31 lb up at 5-8-15, 11 Ib down and 31 lb up at 5-8-15, and 31 lb down and 14 lb up at 8-6-14, and 31 Ib down and 14 Ib up at 8-6-14 on bottom chord: The design/selectionof such connection devica(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front.(F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof.Uve, (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads.(pIQ " Vert: 1-4=.54,:5.7=-20 - Concentrated Loads (lb). Vert: 10=80(F=40, B=40) 11=-5(F=.3, B=-3) 12— 83(F= 42, B=-42) 13=14(F=7, B=7)14=-21(F=-11, B=-11) 15=-50(F= 25, 8= 25) Waller P. Finn PE No.22839 MITek USA, Ind. FL Cett6834 6904Parke East Blvd. Tampa FL 33810. Date: August 22,2019 AWARNING-VenlydeslgnparemcfersendREADNOTESONTN/SANDINCLUDEOMIfEKREFERANCEPAGEM0.]4]9rev.1N0Y10159EFOREUSE Design valid for use only with MneM connectors. fits design is based any upon parameters shown and Is for an Individuol bu0ding component, not ��' - atruss system. Before use, the bulding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobrlcotbn, storage. delivery, erection and bracing of trusses antl Muss systems seeMSVWI1 Quality Clffl Olall and BCSI Building Component Safety mfoenptionavallable from Truss Plate InsMtum. 218 N. Lee Street Suite 312. Alexandria, VA 22314. MfTek' 69W Parke East Blvd. Tampa, FL 33610 Job Truss - Truss Type Oty Ply THE ROYALE - T77929458 M11324 KJA MONO TRUSS 2 1 Job Reference (optional) VhambGIS Truss, Inc., Fort Pierce, FL 31 = 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Aug 22 07:50:32 2019 Page 1 ID:_kfiGCA6hx7j28y1 HDXFw7ye3KX.OXMrSc3ZMShOvOtfAVktHhca_yHyY�1 gJ8K6CVyIMNb Scale = 1:13.6 6-0-4 LOADING (Pat) SPACING- 2-" CSI. DEFL in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Ved(LL) 0.04 4-7 >999 360 MT20. 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0:17 Ved(CT) -0.07 4-7 >974 240 BCLL 0.0 ' Rep Stress lncr . NO WE 0.00 Horz(CT) 0.00 2 n/a ri/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -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. (Ib/size) 3=142/Mechanical, 2=181/0-9-11, 4=69/Mechanical Max Horz 2=97(LC 8) Max Uplift 3=-129(LC 8), 2=-150(LC 8) Max Gray 3=145(LC 13), 2=181(LC 1), 4=104(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. - NOTES- 1) Wind: ASCE 7-10; Vult=165mph.(3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=5011; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (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 alive load of 20.01 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1291b uplift at joint 3 and 150lb uplift at joint 2. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B): LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54 Trapezoidal Loads (plf) Vert: 2=0(F=27,.B=27)-to-3= 81(F=-14, B=-14), 5=0(F=10, B=10)-to-4=-30(F=-5, B=-5) Walter P. Finn PE NoIM39 MiTek USA, Inc. FL Ced6634 6904 Parke. East Blvd. Tampa FL 33610, Date: August 22,2019 0 WARNING -Ved/y design paremetera and READ NOTES ON TNLSAND MCLUDED MTTEKREFERANCEPAGEMIP74M rev. IW=15BEFORE USE Design valid for use only with Mirk® connectors. This design is hosed only upon parameters shown. end is for on IndMtlual building component, not �' a hum system. Before use, the building designer must verify Me applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual muss web and/or chord members any.. Additional temporary and permanent bracing Is olways required for stability, and to prevent collapse with possible personal Injury and property damage. For general guidance regarding me fobncoHon, storage. OelNery, erection and bracing of trusses and muss systems seeANSIMII QUIT y Cm4do, DSd89 and BCSI building Component Saby mlormalbmvallable mom Truss Plate Irutlfute, 218 N. Lee Sheet, Suite 312. Alexandria, VA 22314. MiTek' 69N Pella East Blvd: Tampa, FL 33610 Truss - Truss Type - Oty Ply THE ROYALET17929459 IJob 11324 KJB MONO TRUSS 2 1 Job Reference (optional) Chambers Thus, Inc., Fort Pierce, FL 3x4 = 8.130 s Mar 112018 MiTek Industries, Inc. Thu Aug 22 07:50:33 2019 Page 1 ID-.-."GCA6bx7j2Syl HDXFw7ye3KX-UjwDfy4B7mp4XXS0DF6qu9nlLOKGRHpXo4fkxylMNa Scale=1:11.7 411-9 LOADING (pi SPACING- 2-0-0 CSI. DEFL in (roc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC . 0.10 Vert(CT) -0.03 4-7 >999 240 BCLL 0.0 Rep Stress lncr NO WB 0.00 Horz(CT) 0.00- 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-MP Weight: 17 lb FT=0 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 10-0-0 oc bracing.. REACTIONS. (lb/size) 3=95/Mechanical, 2=148/0-9-11, 4=46/Mechanical Max Horz 2=75(LC 8) Max Uplift 3=-84(LC 8). 2=-136(LC 8) Max Grav 3=95(LC 1), 2=148(LC 1), 4=77(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph;(3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=451q L=50ft; eave=6ft; Cat. II; Exp C;.Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gdp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load 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 2-1 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 84lb uplift at joint 3 and 136 lb uplift at joint 2. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-2= 54 Trapezoidal Loads (plf) Vert: 2=0(F=27,13=27)-to-3=-67(F=-7, 8=-7), 5=0(F=10, B=10)-ta-4=45(F>2, B=-2) Walter P. Finn PE No12639 MRek USA, Inc. FL Cott 6634 699 Parke East Slid Tampa FL 30810 Date: August 22,2019 ,&WARNING- Vedydeslgnpamrintersand RE41)NOMSON.TN/SANOINCLUOEOMREKREFERANCEPAGEU674mmi, 1611342015eEFORE USE. Design valid for use only with MRek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stoblllfy, and to prevent collapse with possible personal injury and property damage. For general guidance regarding me fabrii storage: delivery, erection and bracing of teases and two systems seeANSVIPII Qua1Bv CmnW, DSE-09 and 1101 Building Component Sabty Inlormatbnwotoble tram Truss Plots Institute, 218 N. Lee Street. Suite 312 Alexandria. VA 22314. WGIC 6904 Parka Easl Blvd. Tampa, FL 33610 Job - Tmss - Truss Type - Ply THE ROYALE T17929460 M11324 MV2 JQty VALLEY 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3xa 8.130 s Mar 112018 MiTek Industries, Inc. Thu Aug 22 07:50:33 2019 Page 1 I D_X6GCA6bx7j2Syl HDXFw7ye3KK-UjwDty4B7mp4XXSdDF6qu9oILfZGRHp%o4fkxylMNa 4.00 12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) 'VdeO L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 . Ved(LL) Na - Na B99 TCDL 7.0 Lumber DOL 1.25 BC 0.02 VBn(CT) Na - Na 999 BCLL 0.0 -• Rep Stress Incr ' YES WB 0.00 Horz(CT) -0.00 2 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP N0.3 BOT CHORD 2x4.SP No.3 REACTIONS. (lb/size) 1=41/2-", 2=30/2-0-0, 3=11/2-" Max Holz 1=21(LC 10) Max Uplift 1=-20(LC_10), 2=-30(LC 10) Max Grav 1=42(LC 15), 2=32(LC 15). 3=22(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale =1.6.1 PLATES GRIP MT20 244/190 Weight: 5lb FT=O% BRACING- TOPCHORD Structural wood sheathing directly applied or 2-0-0oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing., NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst h=12ft; 8=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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 20 Ito uplift at joint 1 and 30 lb uplift at joint 2. Walter P. Finn PE Nd.2t639 MiTek USA, Inc. FL Cad 6034 6904Parke ,Ent Blvd. Tampa FL 32010 Dale: August 22,2019 JobE:: aY- Ply THE ROYALET17929461 ]T���TwssType M1132 1 1 Job Reference o tional irWS, IOV., run rleme,rr- Mar 11 ZUl a MI I ex maustnea, mc. I nU AUe ZZ U':=44 2Ul a 3x4 4 3x4 11 2 3 Scale =1:9.4 LOADING (ps, SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) n/a - n1a 999 MT20- 244/190 TCDL 7.0 Lumber DOL 1.2-9 BC 0.17 Vert(CT) We - n/a 999 BCLL 0.0 ' Rep Stress Incr YES W B 0:00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 121le FT=O% LUMBER- -'BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4.SP No.3 WEBS 2x4SP No.3 BOTCHORD REACTIONS. (lb/size) 1=109/4-0-0, 3=109/4-0-0 Max Horz 1=56(LC 10) Max Uplift 1=-54(LC 10), 3=-72(LC 10) Max Grav 1=112(LC 15), 3=117(LC 15) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 4-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing.. NOTES- 1) Wind: ASCE 7-10: Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst h=12ft; B=45ft; L=50ft; eave=6h; Cat.. II; Exp C; Encl., GCpi=0.18; MW FRS (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 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf onthe 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 541le uplift at joint 1 and 72 lb uplift .at joint 3. - Walter P. Rnn PE NoIU39 MiTek USA, Inc. FL Ced 6634 6964 Parke East Blvd Tampa FL 33616 Data; August 22,2019 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 37" Center plate on joint unless x y a offsets are indicated. 6-4-8 dimensions shown In ft-In-sixteenths (Drawings not roscale) Failure to Follow Could Cause Property Damage orPersonal Injury Dimensions are in ff-in-sixteenths. Apply plates tb both sides of truss 1 3 1. Additional stability bracing for truss system, e.g. and fully,embed teeth. TOP CHORDS diagonal orX-bracing. is always required. See BCSI. 1 r O'71d an c2-1 2. Truss bracing must be designed by an engineer. For WEBS wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I OJA4 bracing should be considered. U O= 3. Never exceed the loading shown and never trusses. O made stack materials On Inadequately braced n. a 4. Provide copies of this truss design to the building cr-e . co- cse For 4 x 2 orientation; locate designer, erection supervisor, property owner and BOTTOM CHORDS plates 0-'10 from outside _ all other Interested parties. edge of truss, 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol Indicates the JOINTS ARE GENERALLY NUMBEREDAETrERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSIf-Pl 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitablyprotected from ' Plate location details available in MITek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment In accord with ANSI/rPI 1. SOffWOLO Or UPOn request. NUMBERSAETTERS. 8. Unless otherwise noted, moisture of lumber of shall not exceed 19%ot time of fabrication. PLATE SIZE 'PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC-ES use with fire retardant, preservative treated, or green lumber. The first dimension Is The plate 10. camber is a non-structural consideration and is the width measured perpendicular 4 x 4 ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11..Plate type, sae, orientation and location dimensions -indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that Indicated by symbol shown and/or by text In the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. specified. 13. Top chords must be sheathed or purlins provided at output. Use Tor l bracing spacing indlcated on design. If Indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6:3 These truss designs rely on lumber values 14 Bottom chords require lateral bracing at 10 ff. spacing. or less, if no telling Is Installed, unless otherwise noted. BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MITek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section Indicates joint number where bearings occur. 17. Install and load vertically unless Indicated otherwise. Min size shown Is for crushing only. ��e 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPII: National Design Specification for Metal 19. Review all portions of this design (front, back, words PlateConnected Wood Truss Construction. and pictures). before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. ® Is not sufficient. BCSI: Building Component Safety Information, Will 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSIM 1 Quality Criteria. ' Installing & Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet: MII-7473 rev. 10/03/2015