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HomeMy WebLinkAboutTrussMiTek' RE: M11323 MITek USA, Inc. M11323 6904 Parke East Blvd. Tampa, FL33610.4115 Site Information: Customer: WYNNNE DEVELOPEMENT CORP Project Name: M11323 Lot/Block: Model: Mf1323 Address: N/A Subdivision: City: PORT ST LUCIE State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017[TP]2014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof load: 37.0 psf Floor Load: N/A psf This package includes 13 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. Seal# Truss Name Date 1 1 T16686477 a 4/3/2019 . y=w 2 T16686478 a5 4/3/2019 r t•Py 3 T16686479 a6 4/3/2019 4 T16686480 a7 4/3/2019 5 T16686481 a8 4/3/2019 6 T16686482 a9 4/3/2019 REVIEWED FOR 7 T16686483 gra 4/3/2019 8 T16686484 grb 4/3/2019 CODE COMPLIANCE 9 T16686485 j2 4/3/2019 10 T16686486 j4 4/3/2019 ST. LUCIE COUNT 11 T16686487 j6 4/3/2019 B®CC 12 T16686488 j8 4/3/2019 13 T16686489 kj8 4/3/2019 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. Florida COA: 6634 IMPORTANT NOTE: The seal on these truss component designs is is certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MITek. Any project specific Information Included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSVTPI 1, Chapter 2. 1of1 I, 7.-No E22839 ;a STATE OF :li/ Wafter P. 11nn PE No.21B39 MITek USA, Inc. FL Cart 6634 6e04 Parke East Blvd. Tampa R.33610 April 03, 2019 rl�- Finn, Waiter Jab Truss Truss Type Quit ply T76686477 M11323 A COMMON 9 1 [321 Reference o bonat Chambers Truss, Inc, Fort Pierce, FL 8.240a Dec 62018 MiTek Industries. Inc. Wed Apr 3 10:14:09 2019 4.00 12 4x6 27 Scale=1:57.8 1 � I1 - lb -- -- 14 '- 12 3x6 = 2x3 II 4x6 = 3x8 = 3x8 = 4x6 = 2x3 II 3x6 = 6-7-13 12-0- 613 I 21-7-3 27-0-3 I 34-0-0 -7-13 5-9-0 g-4-] 5A-0 a4n3 Plate Offsets (XY)— [2:0-0-2,Edgej, 110:0-0-2,Edde] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.32 14-15 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.61 14-15 >670 240 BCLL 0.0 Rep Stress lncr YES WE 0.65 Horz(CT) 0.12 10 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight 163 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 or3-7-12 oc putting. BOT CHORD Rigid ceiling directly applied or 4-11-7 oc bracing. REACTIONS. (lb/size) 2=1362/0-8-0, 10=1362/0-8-0 Max Horz 2=179(LC 8) Max Uplift 2=-832(LC 10), 10=-832(LC 10) FORCES. (Ib)-Max. CompJMax.Ten.-All forces 250(lb) or less except when shown. TOP CHORD 2-3=3419/2395, 3-5=2771/2031, 5-6=-2770/2152, 6-7=2770/2152, 7-9=-2771/2031, 9-10=-34192395 BOT CHORD 2-17=2132/3213, 15-17=2132/3213, 14-15=1269/2000, 12-14=2132/3213, 10-12=2132/3213 WEBS 6-14=-635/983, 7-14=313/362, 9-14=689/499, 6-15=635/983, 5-15=313/362, 3-15=-089/499 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=3.0pst h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extefior(2) -1-0-0 to 24-13, Interior(1) 2-4-13 to 13-7-3, Exterior(2) 13-7-3 to 20-4-13, Interior(1) 20-4-13to 31-7-3. EMerki 31-7-3 to 35-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 10.0 psf bottom chard live load nonconcunent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members, with BCDL = tO.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=832.10=832. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 47 lb up at 15-0-0. and 50 Ill down and 471b up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-6=54, 6-11=54, 18-21=20 Concentrated Loads (lb) Vert 26=50(1`) 27=-50(F) Wager P. Finn PE Nc.2363l i6Tek USA, Inc. FL Cad6634' 16904 Parke East Bi Tampa FL 33610 Dec: April 3,2019 AWAIWING- Vsrrlydeslgnparamef =dB NO7 ON TN/SAND/NCWOEDAffrEr FERENCEPAGENII-1473 m..f0'Qi�OfSBEPoRE Design valid for use ordywph MTeM mrmecters. This design is based only upon parameters shown, and is form Irafli Wilding supported, not a Was system. Sebre roe, We budding designer must venfy the epplicabiliy of design parameters and papery inmaprate this design Into the ovemli buildmgdesgn Bradn9lndcated is to prewmt birdidsg of indiNduai truss web andlorchord members only. AdOWg tempparyandpermanentbmcing MiTek' is ahvays resulted for stabinty and be prownt odapse won possible personal injury and property damage. Fargerimalgodanceregardngthe fabtication, storage. deanery. erection and bradng of taeses and Was systems, see AN&WRI DuarXy Criteria, DSB-09 and BCSI Building Component SahrylaPormallon available boon Teas Plate Institute,218 N. Lee Street Suite 312, Alexandria, VA 22314. 691 Parke East BM. Tampa. FL 36610 Job Truss Truss Type Oty Ply M71323 T76686478 M11323 A5 SPECIAL 9 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries. Inc. Wed Apr 3 10:14:10 2019 4.00 12 5.ewialis II' Seale=1:59.8 13 12 3a12 2.00 FITf.12 = 2x3 II 3.6 = = I 10a-0 20-0-8 26-0-0 340 0 iov 9.10.4 5-11A 7AA Plate Offsets (X,Y)— 12:0-1-15,Edge1. [4:0-3-0,Edgel [10:0-0-6 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)/deb L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(L-) 0.76 14 >539 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.1813-14 >344 240 MT1BHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.60 Horz(CT) 0.36 10 n/a Na BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight 155 1b FT = 0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural woad sheathing directly applied or 1-7-8 oc pur ins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-9-12 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1Row at midpt 6-14 6-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1312/0-8-0, 10=1312/0-8-0 Max Horz 2=179(1_C 8) Max Uplift 2=803(LC 10), 10=803(LC 10) ' FORCES. (lb) - Max. CompJMax. Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 2-3=5529/3776, 3-5=51641`3538. 5-6=5209/3667, 6-7=2424/1902, 7-9=2462/1813, 9-10=-319M210 BOT CHORD 2-14=3466/5266, 13-14=1305/2115, 12-13=1948/2995, 10-12=1948/2995 WEBS 3-14=-355/314, 5-14=293/354, 6-14=217513326, 6-13=2791534, 7-13=237/277, 9-13=-786/56D, 9-12=01269 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7A0; Vult=165mph (3-secpnd gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psh h=14ft; B=52ft; L=34N; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 24-13, Interior(1) 2 4-13 to 13-7-3, Extedor(2) 13-7-3 to 20-64, Intedor(1) 20-64 to 31-7-3, Exterior(2) 31-7-3 to 35-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunentwith 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-M wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSLTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ill uplift at joint(s) except (It=lb) 2=803,10=803. Walter P. Finn PENd22839. L%Tek USA, Inc. FL Cod i6M �6904 Palo East Blvd Tampa FL33610 Data: April3,2O19 AWARMNG-Verlydeslgnparame..dREADNOWSOMMSANDI=UDEDMREKREFERENCEPAGEM1l-]n3rev.fa'0 ISBEFOREUSE Design valid far use only with MTekS connectors. This design is based onlyupon pmanetem shown, and is for an IndMdual building component, not ��- a buss System. Before use, the building designer most verly Ne app6cobMTlyof design parameters and mopedy incorporate this design Into the overall buildmgdesign. Bracing indicated is topeventbucMingofinlimdualuusswebendlordrordmembersonly. Adduaualtempuaryandpemianentbmcing MiTek- isohisyare9uiredfor stabigityand loprevenn conapsewith possiue personal injury and property damage. Forgeneraquidanoeregirdirgihe fabrka9on, storage. do ry�erection and bracing of basses and truss systems, see ANSUIP11 Quality Creeds, DSB49 and SCSI Building Component Safefylnformaf/on Truss Platela54Me,218N.LMSb 6904 Parke East BIW. avers ehom tSdte312.Al.a dw.VA22314. Tamp%FL W610 Job Truss Truss Type Ply Ti6686479 M11323 A6 SPECIAL �Qly 1 1 �M11323 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 a Dec 6 2018 MiTek Industries. Inc. Wed Apr 3 10:14:11 2019 4.00 12 302 = 2.00 12 6.10 MT18HS = 5.6 = 5.6 = 2.3 II 10L 4 15-0-0 16-0 20-0L '1 1- 340-0 10L4 M 4d-8 1 5-0-0 1 BA1 3.6 = Scele =131.9 Plate Offsets (X Y)- [2:0-1-15 Edge] [3:0-3-0 Edge] (5:0-5-0,0-1-131 [7:0-2-7,Edge] [9:0-0-6 Edge] LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Ved(LL) 0.69 14 >590 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.9214-17 >443 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horc(CT) 0.34 9 n/a n/a BCDL 10.0 Code FBC20171FPI2014 Matrix -MS Weight 157 lb FT=0 LUMBER - TOP CHORD 2x4 SP M 30'ExcepY 3-5,6-7: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3'Except' 5-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1312/0L-0, 9=1312/0.M Max Horz 2=169(LC 8) Max Uplift 2=-803(LC 10), 9=-803(LC 10) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purling. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 24=5491/3336, 4-5=5095/3071-, 5-6=-231411551, 6-8=2398/1533, 8-9=-3199/1981 BOT CHORD 2-14=304015224, 13-14=1195/2361, 12-13=1123/2199, 11-12=1731/3001, 9-11=1731/3001 WEBS 4-14=492/513, 5-14=1707/2959, 5-13=-405/196, 6-13=179/522, 8-12=-893/660, 8-11=01303 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.0psf; bet4ft; B=52fh, L=34ft; eave=6ft; Cat. 11;.Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-0-0 to 2-4-13, Interior(() 2-4-13 to 31-7-3, Extedor(2) 31-7-3 to 35-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-64) tall by 2-M wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 2 Considers para8el to grain value using ANSIrrP11 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 100111 uplift at joint(s) except at=lb) 2=803,9=803. Walter P. Finn PE Na9819. LBTek USA; Inc. FL Cod 8834 6904 Parka East Blvd. Tampa FL 33610 Data: April 3,2019 ®WARNIND-Vse odyA parenascoa ndNEA0N0rEnis base only uMn parameters stowERENCEPAGEMRVdal ruildng o pf99EFORE USE ��' Design validfor user me, Mnek®mrmecton. This designe based only uponparmeterashwa, property an In,orste buildingcomponentnot a hues system. Before use, Wa edbuilding, Wtlesert buc sl vefi the app9cuss v t, design parameters end wpceM lomryl tem ors design Into the overall is ahraysMn.Brsrst Indicated 'went ooflapewof inss' personal ban cpoNmy dannoe.Forgeenbers only. .rawltemporeryend permanent bracing MiTek' Is allays r, sWtr , dela it . ea b aM bmdng of with possiblenss so t injury ss end pmpeMdemege. quality eral gulda SB.89 a d B Na SOWIon.storag. devverymedunars Prat igof bu.218 .Lft Ss LSOsee A.,VA/t quality Lr/Mda, 08e-69 antlBL6l Building Component 6904Parxe East Blvtl. Balety/nlorma0on. �vailablelmm Truss Plate lnstiade, 218 N.Lee Street Suits 312, Alexmrdda.VA 2I314. Temps FL 36610 Job Tmss Tmss Type Cry Ply T76686980 M11323 7 SPECIAL 1 1 �M11323 Jab Reference (options[) Chambers Truss, Inc., Fort Pierce. FL 8.240 aDec 6 2018 MTek Industries, Inc. Wed Apr 310:14:12 2019 Scale=1:60.8 Sx8 = n nn Sx6 = 5.12 = 2x3 II 3.6 3a12 = 2.00 12 2541 --1105d-7ifi I 3-0110V 38I Plate Offsets (X Y)— 12.0-1-15 Edael [4:04-00-2-3] [7:0-0-2 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.66 11 >616 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.10 10-11 >369 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(CT) 0.34 7 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS Weight 147lb FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except' 4-11: 2x4 SP M 30 REACTIONS. (lb/size) 2=1312/0-8-0, 7=1312/0-8-0 Max Horz 2=149(LC 8) Max Uplift 2=803(LC 10). 7=-803(LC 10) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-0-2 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shovm. TOP CHORD 2-3=5484/3370, 3-0=5116/3126, 4-5=-2229/1544, 5-6=2448/1599, 6-7=3169/1993 BOT CHORD 2-11=-307115219, 10-11=-1590/2874, 9-10=-1738/2968, 7-9=1738/2968 WEBS 3.11=-019/443, 4-11=1466/2647, 4-10=812/448, 5-10=205/487, 6-10=785/575, 6-9=0/272 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf, BCDL=3.0psh h=14ft; B=52f; L=34f,, eave=6ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) A-M to 2-4-13, Intedor(1) 2-4-13 to 31-7-3, Exterior(2) 31-7-3 to 35-0-0zone;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 ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearingplate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=803,7=803. Walter P. Finn PE No.22839. MTek USA, Inc. FL Red6614' 6904 Parke East Blvd. Tampa FL'33610 Da1d: April 3,2019 AV#VM11 G-Vedry design parameters andiFE40 1107ES ON MIS AND INCLUDED MNO(REFENENCEPAGEW-703 rev. 1403,2015 BEFORE USE Design valid forme only vidh Ilmek® semesters. This design Is based only upon parameters shown, and is fm an Mldrvidual linking component, not ��- a Wss system. Before use. Me building dmgner must verily Me applicability of design parameters and papery NCewrite Mis design inte the oveiell building design. BreWg"vWirated'u to prevent bucNiry of Individual buss web and/or chard members only. Additional lemponny and pernmenl bracing WOW L alwaysre9 dtersInNltyendtepreventmllapse WI passiblepemm IniuryandP wrlydamage. ForgeneralguldenregaNly Me fabdmifom sloage,delioaq. Madion and beading 0 busses and buss systems, See ANSI/7Plf Duality Cmerla, DSB-69 and SCSI Building Component 6904 Parke East Bled. Sailefylohmeation stilada Mom Truss Plate lnsMMte,218 N.Lee SimiL Suite 312, AlexaMmM.VAY1314. Tampa,FL X610 Job Truss russ Type Oty Py M11323T76686481 M11323 AB [SPECIAL 1 1 Job Reference o Donal Chambers Truss, Inc., Fan Pierce, FL 8.240 s Dec 6 2018 MTek Industries, Inc. Wed Apr 310:14:13 2019 Page 1 ID:WSJgpGwalPpeur6hk9UjG5yuFUL49 27ndD4ovPJZ6hlyla0AuPxPJIdHGgbeEzSzUSgu 1-0-0 8-8-0 12-0-0 11 4 204-8 m.o.0 244L12 34-0-0 -0-0 &8-0 3-3-12 3-8-0 4-84 1-7-8 2-8-12 9-34 0-0 3x12 4.00 12 2.00 12 5x6 = 3x4 21 5 2e3 II 5.8 = 6 22 7 12 11 `s12 = 3x4 10-fi-4 20-4-8 22-0-0 34-0-0 ' 104i-0 I 9-10.4 I 1-7-8 1241-0 Scale=1:60.6 D I� 4x5 = Plate Offsets (X,Y)— (2:0-1-15,Edge), (7:0-5-8,0-2-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.6512-13 >624 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.0812-13 ,379 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.69 Horz(CT) 0.33 9 n/a r1a BCDL 10.0 Code F8C2017/TPI2014 Matrix -MS Weight: 1541b FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purling. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or3-11-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Iblsize) 2=1312/0-8-0, 9=1312/0-8-0 Max Horz 2=129(1_C 8) Max Uplift 2=803(1_C 10), 9=803(LC 10) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(lb) or less exceptwhen shaven. TOP CHORD 2-3=-548813444, 3-4=-5117/3183, 4-5=-3911/2497, 5-6=-2576/1770, 6-7=2586/1779, 7-8=-2663/1762, 8-9=-3021/1971 BOT CHORD 2-13=314315224, 12-13=1956/3292, 11-12=136912481. 9-11=170512827 WEBS 3-13=396/420, 4-13=1028/1721, 5-13=300/797, 5-12=-894/601, 6-12=265/263, 7-12=294/391, 7-11 =374/69 1. 8-11=535/502 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=14ft; 8=52111; L=34ft; eave=6ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterion(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 31-7-3, Extedor(2) 31-7-3 to 35-041 zone;G-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates am MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 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 1001b uplift atjoint(s) except Ut=1b) 2=803,9=803. Walter P. Finn PENo.22889: fATek USA, In:. FL Cen WU' 6984 Parke East Blyd. Tampa FL 33810 Data: April 3,2019 O 16019A9NG- V4riydealgn pammefnJ deal NOTES ON MS AND INUUDW MITE( BEFERENCEPAGENIS-7473.. fas=915 BEFORE USE Design valid for use onlysom MITek®connectors. Tins design Is based only upon parameters anow . and Is for an inEivWual Wilding component, not a truss syslem. Before use. the binding designer must verify Me appIcaleliry of design parameters and eminently Nconiscri Nis design into the overall buildugdesign BaoigNdiratedistopaventbutldirg4fMdMdualWsswebaMforchardmembersonty. Addtionaltempoaryandpermanentbachg MiTek- IseNaysreamed for stabllMand foprevent mllapsew possible personal injury and pmpem/damage. Forgenemlguidanceregonfi,y Me febdraaoM1 sloreja.delivery, eredbn and baWgofNnses and truss systems,see ANSVTP/f DuallyCriferia,DSB-09 and SCSI Building Component 6904 Page East BM. Safelyinformaflon avagablefom Truas Plate lna5Wte218N. Lee Streat Suite 312, Alexandria, VAU314. Tempe, FL 36610 Job Truss Truss Type Oty Ply T76686482 M11323 A9 HIP i 1 �M11323 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MTek Industries, Inc. Wed Apr 3 10:14:14 2019 4x4 = 4.00 12 30 = 2f3 II 4xB = Scale=1:58"6 3.5 = 3x8 = 3.6 = 6.8 = 3.6 = &4 — 3x5 1 10-0-0 204-0 24-0-0 3"-0 10-0-0 I0 34 4 10-0-0 Plate Offsets (XY)— [2:0-0-14 Edge] 17:0-5-4 0-2-0I. [9:0-3-14 0-1-81 LOADING (psQ SPACING- 2-M CSI. DEFL. in (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.18 11-21 >917 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.38 11-21 >432 240 BCLL 0.0 ' Rep Stress lncr YES WB 0.89 Hurz(CT) 0.02 13 nla rda SCOL 10.0 Code FBC2017/TP12014 Matra -MS Weight 1561b FT=0 LUMBER - TOP CHORD 2x4 SP M 30 SOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=663/0-8-0, 9=346/0-8-0,13=1616/0-8-0 Mari 2=109(LC 9) Max Uplift 2=-430(LC 10), 9=-249(LC 10), 13=928(LC 10) Max Grav 2=685(LC 19), 9=386(LC 20), 13=1616(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc purling. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ilk) or less except when shown. TOP CHORD 2-3=1275/1025, 3-4=-913/708, 4-5=-8291705, 6-6=565/807, 6-7=565/807, 7-8=104/278, 8-9=341/235 BOT CHORD 2-15=-036/1187, 13-15=341309, 11-13=256/348, 9-11-124/304 WEBS 3-15=425/501, 5-15=-444/665, 5-13=1215/1079, 6-13=-264/300, 7-11=2551396, 8-11=-461/521, 7-13=-837f703 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128ni TCDL=4.2psh BCDL=3.0psf, h=14ft: B=52ft; L=3411 eave=6ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exte km(2) -1-0-0 to 2-4-13, Inledor(1) 2-4-13 to 5-2-5, Exterior(2)5-2-5 to 14-9-11, Interion(l) 14.9-11 to 19-2-5, Exterior(2) 19-2-5 to 28-9-11, Interior(l) 28-9-11 to 31-7-3, Exleriorj2)31-7-3 to 35-M zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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-M 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 100 lb uplift at joint(s) except(jtAla) 2=430,9=249.13=928. Walter P. Finn PE No.21839. lUTek USA; Inc. FL Ced SS34 '69M Parke East Blvd. Tampa FL 33610 Date: April 3,2019 AWARMNG-Vuily design Pammetes and READ NOTES ON TTOSAND INCLUDW MTEK REFERWCEPAGEM-703 rev. fa=015 BEFORE USE Design valid for use only wkh MTek® cormectois. This design Is based only upon parameters stnvm, and IS for an ixinalual Wilding component, not a truss system. Before use, Me Widing designer most vastly Me apoiicabTty of design parameters and properly incorporate MIS design IMo the 0vcmll buildingdesign. Bmring MdimteditopmvcntbuckargollndNdualb mbandlorMordmembemaNy" AMNoimltemporeryandpsawnentbredig M!Tek' is always required forstablirty and to prevem coaapsewith Middle personal injury and properly damage. Forgeneralguldanceregerdirgthe 1a54raaon. stomgga. delivery, erection and bracing of Musses antl truss spectra. see ANSITPII Duality CdteAa, OSB-99 and BCSl Building Component Sa isfyinformetlan air !,Te born Truss Plate hoatuts.218 N. Lee Street Suite 312, Alexandria. VA22314. 69g4 Parke East BNd. Tampa. FL 36610 Job Truss Truss Type Ory Ply i323 lJoblRefendince T76686483 M11323 BRA HIP 1 1 (optional) Truss, Inc., Fort Pierce, FL 44 = 14 8.240 s Dec 6 2018 MTek Industries, Inc. Wed Apr 3 10:14:15 2019 Page i xW?huls9ypJyuFUK.ZX6oYreGbP99ysG5t0?mfRFCnIAvDSAZIV7L1KzUSgs Scale = 1:60.6 3x5 = 3x6 II 3.6 = Us = 3.6 = 6x6 = 4x4 = 6x8 = -0-0 13-11--1 2-0.0 7 78E7AA n Plate Offsets (X,Y)— (2:0-2-2,Edgel, (3:0-3.8 Edge] (21:0-3-8 Edge] 124:0-3-8 0-3-01 (27:0-3-8,0-3-0j LOADING (psQ SPACING- 2-0-0 CSi. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Veff(LL) 0.20 24-05 >914 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.24 29-32 >552 240 BCLL 0.0 ' Rep Stress lncr NO WB 0.98 Horz(CT) 0.02 22 n/a Na BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight 194lb FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb) Structural wood sheathing directly applied or 4-25 oc puffins. Except 1 Row at midpt 8-21 BOT CHORD Rigid wiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 7, 8, 19, 17, 14 All bearings 0-8-0. Max Harz 2=-179(LC 6) Max Uplift All uplift 100 lb others atjoint(s) except 2=351(LC 8), 27=-1168(LC 8), 26=1495(LC 8), 22=625(LC 8) Max Gmv All reactions 250 It, or less atjoint(s) except 2=487(LC 17). 27=2232(LC 13), 26=2929(LC 14), 22=984(LC 14) BRACING - TOP CHORD FORCES. (Ib)-Max. CompJMax.Ten.-All forces 250(lb) or less except when shown. TOP CHORD 2-3=-021/387, 3-5=-304/838, 5-7=-588/1209, 7-8=-588/1209, 8-12=-588/1209, 12-13=-588/1209, 13-15=-588/1209, 15-16=588/1209, 16-18=588/1209, 18-20=-2230/1280, 20-21=2230f1280, 21-22=2271/1263, 6-9=126/305, 9-11=106/363, 11-14=-193/412, 14-17=-94/271, 19-21=-143/272 BOT CHORD 2-29=-247/677, 27-29=-189/540, 26-27=779/446, 24-26=-411/653, 22-24=10832108 WEBS 3-29=-500/1176, 3-27=-17661911, 5-27=748/622, 5-26=-546/351, 13-26=946/617, 18-26=-2412/1474, 18-24=846/1780, 21-24=35/351, 4-5=-608/514, 19-20=335Rd05, 14-15=-556/407. 11-12=-254/54 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52fb L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are 2x3 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 351 lb uplift at joint 2, 1168 It, uplift at joint 27, 1495 Ib uplift at joint 26 and 625 lb uplift at joint 22. 8) Girder monies hip end with 8-M end setback. 9) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated load(s) 967 lb down and 461 Ib up at 26-0-0, and 967 In down and 461 lb up at 8-0-0 on bottom chord. The design/selection of such wnnecfion device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Walter P, Finn PENo.221111 MiTok USA; Inc. FL Cart 669i '6904 Parke East BNd. Tampa FL33610 Oala: ADM 3.2019 AWARNING-Vedy design parametersand READ NOTES ON Tins AND INCLUDED Mf7E1f REF512ENCEPAGE 110703 rex. 10'D f6BEFORE USE Desgn valid for use only sth MTek® connectors. This design is based only upon parameters shomm, and is for an melt,dual building component, net ��• a Wss system. Before use, the building designer must verity the apoicaNTdy of design parameters and pmpedy incorporate No design Into the overall buddtgdesgm Bra bgNdiwIedisOprewntbuc"of4bivldualVussweban orchoNmembemody. AdGtionaremporaryandpermamntmedng MiTek- halwxys moused foletaidnand to prevent co0epsavdih posNe personal injury and pmponydamage. Forgeneralgaldameregardirglhe fabdsason, storage, detyry. ereaWn and trading of trusses and truss systems.see ANSUTPIf OualNy Crkola,DSB-E9 and BCS1 Building C.,conenf Sarefylnrormaflan available from Truss Plate InstMe, 118 N. Lea Street, Suite 312, Assandda, VA 22314. 6904 Para. East Bhq. Tamp. FL U610 Job Tmss Truss Type Dty Ply M11323 T76686483 M11323 GRA HIP 1 1 ob Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MTek Industries, Inc. Wed Apr 3 10:14:15 2019 Page 2 ID:_etCI"C3uV V7huls7ypJyuFUKZX6oVTeGbP99pG5gj?mfRFCnIAvDSAZlv7L1 KzUSgs LOAD CASE(S) Standard 1) Dead t Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Verb 1-3=-54, 21-23=54, 29-30=-20, 24-29=47(F=27), 2433=20, 3-11=126(F=-72), 11-21=126(F=72) Concentrated Loads (lb) Vert 29=-641 (F) 24=-641 (F) ,&WARNING- Vedydesfgnparametersand REAON07ES ON. WSANOINCLUOFDAIIJp(NEfFJiENCEPAGEMO-]113rev. 10=015BEFOREUSE Design weed foruse only with MTek® mnaeaors. This design is based only upon parameters shown brat 4 heron ladwdual Wl&g cumponont, not' a truce system. Before use, the MadfM designer must verify Me applicability of cosign parameters and pmperlylnmrporata Mrs design into the overall buldbgdesign. Bacirgindiwtedale prevent buckingofin6NtlualWssweb aM/orclwrdmemb000ny. AdditionaltempoaryaMpermenentbadN " MiTek' uatways regulretlfarstaNgy and Wprew:nt collapse vnM possible personal lnlury antl propedydamege. Forgeneralguifeemiegard"Me fabdwtion. aftase,delivery, encllo. brut breeng of mesas and buss.,stoma. eee ANSWPI1 Ouallry Craeda, OS"9 and SCSI Bugdlag Caapanerd 6904 Parke Ebst Blvd. Saferylnforaation evailalbe fam Truss Plate InsdNte.216 N. Lee Street, Suite 312, Aheaandda. VA 22314. Tampa, FL U610 Job TnissType Oty PlylJoblReforence 323T76686484 M11323 [OMR585 HIP 7 . (optimal) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 3 10:14:17 2019 Page 1 ID:SrRaEyyrg04M78G4m W BLWyuFUJ-VwDYz9gX71 PtBAPUy81 EksLa8YgehNuslDCR6DzUSgq 141-0 8-0-0 �-0 1317-0-0 20-0-0 26-0-0 34-M -0-0 8-0-0 58.0 3-0-0 3-0-0 54I-0 8-M - am Sole=1:58.6 5.12 Mr18HS = 4X70 = 5xl2 Mr18HS = 400 12 2.3 II 46 = 2x3 II 3 23 4 5 6 7 24 a 46 = 3x6 II 5x6 = 6X12 = 6x12 = 5x6 = 3x6 II 46 = 841-0 13-0-0 20-0-0 I 2fi-0-0 34-0-0 i 8-0-0 541-0 6-0-0 541-0 BO-0 Plate Offsets (X,Y)— [3:0-9-0,0-2-81. [S:O-M,Edge] [8:0-9-00-2-8] LOADING (psQ SPACING- 2-M CSI. DEFL. in (loc) 9defi Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.22 16-19 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.3016-19 >820 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WE 0.9D Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2017/1P12014 Matrix -MS Weight 163lb FT=0 LUMBER - TOP CHORD 2X4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3'Except' 4-14,7-13: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-14Be purins. BOTCHORD Rigid ceiling directly applied or 6-3-14 oc bracing. WEBS 1 Row at midpt 3-14, 8-13. 6-13 REACTIONS. (lb/size) 2=1269/0-8-0, 13=4057/0-8-0, 9=474/0-M Max Hoa 2=90(LC 7) Max Uplift 2=-853(LC 8), 13=2590(LC 8), 9=345(1_C 8) Max Gmv 2=1451(LC 13), 13=4743(LC 15), 9=528(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 2-3=-3625/1950, 3-0=2080/1236, 4-6=-2080/1236, 6-7=1296/2589, 7-8=-1296/2589, 8-9=-751/370 BOT CHORD 2-16=-1729/J460, 14-16=1753/3525, 11-13=262r733, 9-11=-241/668 WEBS 3-16=-035/1209, 3-14=1552/774, 4-14=837/691, 7-13=878/713, 8-13=3635/1919, 8-11=-432/1204, 6-14=1453/2814, 6-13=3198/1807 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=14ft; B=52fk L=34ft, eave=6ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates ale MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8531b uplift at joint 2, 25901b uplift at joint 13 and 345 lb uplift at joint 9. 8) Girder monies hip end with 8-" end setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967lb down and 461 It, up at 26-", and 9671b down and 461 Ib up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plQ Vert. 1-3=-54, 3-8=-131(F=-77), 8-10=-54, 16-17=20, 11-16=-09(F=-29), 11-20=-20 Walter P. Finn PENo.22839, L9Tek USA, hie FL Cent UU: t6904 Path, East Blvd Tampa FL 33810 Date: April 3,2019 AwAF-VerlydWgnpvamerbsarNREADNOWS ON. TWSANOINeWDE06VIFIRC FERENCEPAGEM11DJ4r3 rev. 1W0YTp15 BEFORE USE ' Design talid for we only with Mmelu®oomectors. Thisdesign Is based only upon parameters sown, anE o form trGvidoal boiling component, rot a hose system. Before use, to building deer nermust verify Me appricolty of dwgn parameters end properly Monotone the design Into the oeeml bwldvgdeslgn. BmdlgIndicatedistopeventbuddirgoflndioduelMossweberxinrOodmembersonly. Addi xialtempomryendPormanenibmciog MiTek' Is eMmys required for slabild,rand to peverd mllapsewt petiole personal injury ant pmpedydamage. Forgeneml guidance regaNirg Me faMraibn,storage,delivery, eredloneM bmdng of busses and truss systems,see MWPII Owfity Colows,OSB-89 and BCSI Building Comyonerrt 6904 Parke Fast Blvd. Saretyinlonsece avallableWmTn PlateimbUe,218N.Lm Sbeet,Suite312,Aleaandda.VA2 314. Temma,FL agate Job Truss Truss Type Dry Ply M71323 T76686484 M11323 GRB HIP 1 1 Job Reference o 8onal Chambers Truss, Inc., Fan Pierce, FL LOAD CASE(S) Standard Concentrated Loads (lb) Vert 16=-641(F) 11=-641(F) 8.240 a Dec 6 2018 MTek Industries, Inc. Wed Apr 3 10:14:17 2019 Page 2 ID:SrRaEyyrgG4M78G4mLLWyuFUJ-VwDYz9g%71PtBAPUy81EksLa8YgehNuslDCR6DzUSgq QWARMNG-Vedfydestgn Pmamerersand READNDTESOMTMSANDINCLUDED59rD(BEFERENCEPAGEM4 7M7 .. laUMOf5BEFOBEUSE Design validforuseonlywAh MTek®connecmrs. Thisdesignis basedonlyupon parametersslows, and Isforan icdfi ual bunting component, not a buss syslem. Before use, Iha buddag designefmust verify Ne app0casIiy of design parameters and pmpedy incorporate eus design into the over4g dWd'eg design. among Indicated is to prevent buoldiM of indMdual buss web andlor ciord members only. Ad6tlonal temporary and permanent ending MiTek' Is aAvays required for slabitity and to prevent collapse wlN possible personal Injury and property damage. Forgenemiguidancemgerdbgale fabrication, storage, delivery, erection and bracing of busses antl truss systems, see ANSaPIf Quality Criteria, DSB-99 and SCSI Bullding Comounenf S.&WInforoudlon evalaNe M1pm Truss Plate lnstiMe, 218 N. Lee Sveet, Suite 312, Alexantlna, VA 22314. 6904 Parke East Blvd. Tampa FL 36610 Jab russ Truss Type Oty Ply M11323 T766B6485 M11323 [�2 MONO TRUSS 8 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MTek Industries, Inc. Wed Apr 3 10:14:17 2019 Page 1 • IDa17zSlzTbJCDIIrGPHIOukyuFUI-VwDYz9gX71PIBAPUy81 EksLkpYzDhbOsIDcR6DzUSgq -0-0 2-" 1 0-0 2-0-0 3a4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 TCDL 7.0 Lumber DOL 1.25 BC 0.07 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (Ildsize) 3=38/Mechanical,2=141/0-8-0,4=22/Mechanioel Max Ho¢ 2=67(LC 10) Max Uplift 3=28(LC 10), 2=-136(LC 10), 4=3(LC 7) Max Gran 3=39(LC 15), 2=141(LC 1), 4-31(LC 3) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. Scale =1:7.6 DEFL. in (loc) Ildeft Lid PLATES GRIP Vert(LL) -0.00 7 >999 360 MT20 2441190 Vert(CT) -0.00 7 >999 240 Horz(CT) -0.00 3 n/a n/a Weight 8lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffin. BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psF, BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cal II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 4) Refer to glrder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 3, 1361b uplift at joint 2 and 31b uplift atjoint 4. Walter P. Finn PE No.22639 MTek USA; Inc. FL Cart 641d' 6904 Parka East Blvd. Tampa FL 33610 Date April3,2019 AWARMND-Very design parameters end READ NOTES ON TMSAND/N=Dm ACTEK EFFRENCEPAOEr 7473 rev. ffiMO8 BEFORE USE Design rdtidfor use only went MTek®mrmecum.This design Is based only upon parameters shewn, aid is for an udfi dual buJdug ramponem, not a busssystem.Before use, the budding designer must uxrly Steapplicability of design parametersand properly Innomcm[ thisdesign Into theoveag Widugdesge. Badng lniftuded Is to prevent buckling ofinGvqual Wss web andlor clmN members only. Addabnat temporary and pmmenent bou" WOW Is downs requeed forstabriy a b Prewntcollepse wN poasole Personal ln)ury and pmpeM damage. Forgenmalguidenceregardingthe labdration,smage,delivery. emMn antl baring ofbmsm andbusssystems,see 1NSN1iI1 Dually Cnffda,DSB-a9 and SCSI Building Component Safelylnrameallon available Wm Time Plate Institute. 218 N. Lee SbeeL Suite 312. AlexaMnia, VA22314. 6904 Parke East Blvd. Tampa, FL U610 Truss Truss Type Oty Ply T16686486 �JMOIbI323 rMb 11323 J4 MONO TRUSS B 1 Reference (optional cnamoers l russ. Inc., rum nerve, r� a.wu s Vec o dine mu ex mousrnes, roc. Wee NPr J w w: m Lu m 3A = Scale=1:11.1 LOADING (pso SPACING- 2-M CSI. DEFL. in (hoc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.26 TC 0.39 Vert(LL) 0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.02 4-7 >999 240 BCLL 0.0 ' Rep Stresslncr YES WB 0.00 Horz(CT) -0.00 3 n1a n1a BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Weight 14 lb FT a 0 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=90/14echanical, 2=207/0-8-0, 4=50/Mechanical Max Horz 2=104(LC 10) Max Uplift 3=80(LC 10), 2=161(1_C 10). 4=7(LC 10) Max Grav 3=90(LC 1), 2=207(LC 1), 4=69(LC 3) FORCES. (I t)- Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-sewnd gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=14ft; B=5211; L=34ft; eave=6ft; Cal. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcunentwith 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 80 lb uplift at joint 3, 161 Ib uplift at joint 2 and 7 It, uplift at joint 4. Walter P. Finn PE NoM839, MiTek USA; Inc. FL Cart 8834 �6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2019 AWARNING-wetly descotumdmees aydREAD NOTES ON MSAND/NCUIDED MItEXREFERENCEPAGE 491-7dl3 rev. f411=015 BEFORE LOSE Design valid by use say wim MmeW comlemem. TNs design a based ondyupon parameters shown, and is form indsNdual Wading component not a time system. Before use, foe building designer must verify Neapplicabllity of design parameters and properly ineamemb Way design Into the ovemll • buildvydealgn. Bracing uMeatedisIspriueitbucklirgofmzxIualbuss web and/or Wrdmembess only. AcatgneltemporaryeMpemametbmtirg MiTek' a always ustuiredfor sfabiety and b prevent coeapse Win passable personal Iy;bry and property, damage. Forgenealgubanceregandirgihe fabrication.storage, delivery,erectionand bracing ofbussn and busssysbms, see ANSMIIQualgy CMda,DSa Sand BCSIBuilding Cmmpwmt 6964 Parke East Bit Seinyhyformar/on svaeaNefrom Truss Plate Institute.218 N.Lw Street Suite 312. Alexandria, VA 22314. Tampa.R 36610 Jab Truss TrussType Ply �Qty T16686487 M11323 J6 MONO TRUSS 8 1 �M11323 Jab Reference (optional) wamuers buss, roc., rpm nerve, rL MZID a ueC B 2D1B MI Iex InaDemes. Inc. Wed Apr 3 1(1:14:1e ZU19 rase 1 30 = LOADING (pso SPACING- 2-0-0 CSL DEFL in (loc) VdeB L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Ven(LL) 0.11 4-7 >629 360 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.12 4-7 -617 240 BCLL 0.0 ' Rep Stress ]net YES WB 0.00 Hom(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 Scale-1:14.6 PLATES GRIP MT20 2441190 Weight. 20 lb FT=0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc Purling. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 3=145IMechanical, 2=279/0-8-0, 4=71IMechanical Max Horz 2=142(LC 10) Max Uplift 3=131(LC 10). 2=194(LC 10), 4=-8(LC 10) Max Grav 3=145(LC 1), 2=279(LC 1).4=102(LC 3) FORCES. (lb) -Max. CompJMax. Ten, -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf, h=14ft; B�521t; L=34ft; eave=611t; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load noncencunent 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 131 It, uplift at joint 3, 194 lb uplift at joint 2 and 8 lb uplift at joint 4. Walter P. Finn PE No.21819. MTek USA; Ine. FL Deli NU Hill Parke East Blvd. Tampa FL 33610 Date: April 3,2019 AWARMNG-VNBydeslgnpaamarersand NEADNOTESONMSANDINCLUDfDIMp(NEFERENCEPAGEWt.7Mrev. idg32p15 BEPoRE USE ' Design valid far use orrywllh MiTeW comecturs. This design Is based Cray upon pa smetets stmwn, and is form iiefiv dual Winding component rat a truss system. Before use. me Wading designer must verify me applicability of design paameters and properly inwip ale ads design into the Cveae • bWdvgdesign. Bmdr hdicatWd topreventbucklingofind duallmnmbon ord Mmembemonly. Additbnaltemporary and permanent badng M!Tek_ La always required forstabliy and to prevent collapse man posel personal Injury and pmpeM damage. FergenealguidenceregardIglhe fabdratbh storage, del. median and breWg of amme and buss systems,see MN Pll Quality criteria, DSB-a9 andBCS1 BulldMg Cmpomet Sareylnfamarlon avelabe from Truss Plate InstlMe, 21B N. Lea Street Suite 312. Alexandra, VA 22314. 6904 Parke Best Blvd. Tampa, FL 36610 401, Truss Type Qty Ply T76686488 M11323 �JT,:fss MONO TRUSS 20 1 �M11321 Job Reference a tional Chambers Tmss, Inc., Fan Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 3 10:14:19 2019 Page 1 • ID:tP6jU_j7xSx_c f%i4uz9yuFUG-SJUOghnfefaQUZUZ3igHQzMMbu9VW9C%5YA5zUSgo -0-0-0 8-M 1-0-0 8-0-0 Scale-1:17.4 10747 1 Il0-0 LOADING (psQ SPACING- 2-M CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.26 4-7 >367 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.30 4-7 >319 240 BCLL 0.0 ' Rep Stress Inv YES WB 0.00 Horz(CT) -0.00 3 n1a n/a SCOL 10.0 Code FBC2017/TP12014 Matrix -MP Weight 26 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-" oc puffins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=188/Mechanical, 2=35210-", 4=103/Mechanical Max Hoe 2=180(LC 10) Max Uplift 3=175(LC 10), 2=-228(LC 10), 4=15(LC 10) Max Grav 3=188(LC 1). 2=352(LC 1), 4=145(LC 3) FORCES. (Ib)-Max. Comp./Max.Ten.-All forces 250(I1b) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psQ BCD1_=3.0ps1; h=14ft; B=52tt L=341C eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 3-1-13, Extedor(2) 3-1-13 to 7-11-8 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcunentwith 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 175 lb uplift at joint 3, 228 lb uplift at joint 2 and 15 lb uplift at joint 4. Walter P. Finn PE No.22839' 69Tak USA; Inc. FL Cod 8814 'RAW Parke East Blvd Tampa FL 33610 Date: April 3,2019 AWARMNG- VaHydeslynpvamervsandREADNOMSONMSANDINCLUDWMREKREFERENCEPAGEM#.703rev. fd8YN15BEPoREUSE. Design valid (arose onlywim MiTekW connectors. This design is based onlyupon parameter shown, and Is foran mm dual bwldng component not ��• a Me, system. Before use, due building designer must verify me applicability of desgn parameters and p e,xry Incorporate Nis design Into the overall bdidbg design. Bcmog Indicated is to prevent buckling ofmiNklual Was web dodder chood members only. Additional temporary and permanent bradrg MiTek' Is dkvays required forstaloiydnd N prevent collapse wsh pnssiMe personal injury and Popery damage. Forgeneralguitlanceregardvg0le faNica4on, storage, delivery� eratun end bracing of busses and trues systems, see ANSIMP11 Quality Cdfmie, DSB-a9 and BCSI Budding Component face Parke East 5W. Safetylnformadon evailada Wm Toss Plate Institute. 218 N. LesStreet, Sulte 312, Alezandlu VA22314. Temps FL W610 Job Truss Truss Type Dry Ply M11323 T76686489 M11323 KJB MONO TRUSS 4 1 Job Reference (optional) Chambers Truss, Inc.. Fort Pierre, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 3 10:14:20 2019 Page 1 ID:LcgSU4LuEan=Zr4Db7WMyuFUF-wVvhbNPDynR2d83dGmMUzDGmyGumIRBg6YzUSgn Scale=1:20.3 3x4 = -.... 5 3x4 = 73 3.11-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.07 7-10 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.12 7-10 >999 240 BCLL 0.0 ' Rep Stress lncr NO WB 0.46 Hom(CT) 0.02 6 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight 44 to FT=0 LUMBER- BRACING. TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-M cc puriins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-9-6 cc bracing. WEBS 20 SP No.3 REACTIONS. (Ib/size) 4=201/Mechanical, 2=46610-11-5, 6=576/Mechanical Max Harz 2=244(LC 8) Max Uplift 4=-205(LC 8), 2=-305(LC 8), 6=-286(LC 8) Max Gmv 4=245(LC 13), 2=466(LC 1).6=590(LC 13) FORCES. (Ib) -Max. Comp/Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=1151/523 BOT CHORD 2-7=-687/1126, 6-7=-687/1126 WEBS 3-7=01330, 3-6=1236/755 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52X; L=3411; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-64 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 205 lb uplift at joint 4, 305 In uplift at joint 2 and 286 It, uplift at joint 6. 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 (plf) Vert 2=0(F=27, B=27)4o-0=-152(F=49, 8=49), 8=0(F=10, 8=10}to-5=-56(F=18, B=-18) Walter P. Finn PE N6.22W MITekUSA, Inc. FL Cart 8634' 8904 Parke East Blvd. Tampa FL 33610 Data. April 3,2019 ®WARNING-VealfydasrgnpammefersandREADNOTES ON TMSAND/NCLUD®r41TO(REPERENCEP4GEW1.74T4rev. 1hAT20f5HEWREUSE Design valid foruse only Min MmaM connectors. This desgn I based only upon parameters shown, and is foram inalMdual guide, component, had ��' a truss system. Belem use, me building designer must verify me epgicablfihy of design parameters and properly incomon de this design Into the overall bulldagdesgn. Bmdrg Ndceretlutopreventbucklirg alNdrvidual truss web erWor GlpN membersoNy. Adddrlonalrempamrytax,momanentbrdcug MiTek' Is always requiredforsbeility and to prevent coeapse with cosshhe personal Injury and property damage. Forgeneralguidanceregamilgrue fabrtretbn, storage, derive emsoon and bracing of trussesoss and tsystems, see ANSI9Plf QaxW Cdfeda, DSO-09 and SCSI auRting Componnt e Sarery/nformatlon fmm Tans Plate Insurers, 218 N. Lee Street, Suite 312. Alexandra, 604 Parke Fast Blvd. aveaaryle VA22314. Tamps, FL M610 Symbols PLATE LOCATION AND ORIENTATION " Center plate on joint unless x, y 4 offsets are Indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. rr 16 For 4 x 2 orientation, locate Numbering System 6-4-8 dimensions shown In ft-In-sixteenths (Drawings not to scale) 1 3 TOP CHORDS a-2 c2a WEBS Crr 4 OW vy' 0 x u 9 O a .@"¢ U OF Q. General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, Is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or alternative Tor bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and cra 0&' BOTTOM CHORDS plates 0- 1,d' from outside all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear fightly against each other. 6. Place plates on each face of miss at each This symbol indicates the JOINTS ARE GENERALLY NUMBEREDILETTERED.CLOCKWISE joint and embed fully. Knots and wane atjoint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/rPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably y protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in award with ANSI/rPI 1. r Plate location details available in MiTek 20120 NUMBERSILETTERS. ,software or upon request. 8. Unless otherwise noted, moisture content lumber shall not exceed 19 % at time of fabrication.. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expresslynoted,le for • ICC-ES Reports: use with fire nt, preservative treatedpplica lumber. The first dimension is the plate 10. Camber Is a non-structural consideration and is the 4 x 4 width measured perpendicular 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, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and 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. in all respects, equal to or better than that specified. 13. Top chords must be sheathed or puriins provided at output. Use T or I bracing spacing indicated on design. Y 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 f. spacing, or less, if no ceiling is Installed, unless otherwise noted. BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MITek® All Rights Reserved 16. 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. __ yp 16. Use of green or treated lumber may y pose unacceptable environmental, health or performance asks. Consult with Industry Standards: W1 project engineer before use. ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. W ® is not sufficient. BCSI: Building Component Safety Information, MiTek 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/rPI 1 Quality Cdteda. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 10/0312015