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HomeMy WebLinkAboutTRUSS PAPERWORKLumber design values are in accordance with ANSUfPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: M11364 - 70' ROYAL W/2 CAR GARAGE Site Information: Customer Info: Wynne Project Name: 70' Royal with 2 car garage Model: Lot/Block: Subdivision: Address: unknown City: St. Lucie County State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: SCANNED BY St. Lucie County General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017fTP12014 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 19 individual, 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. INo. I Seal# Truss Name I Date No. ISeal# JTruss Name Date 1 IT158438261A 1 12/18/18 118 1 T15843843 1 KJ7 12/18/18 12 I T15843827 I Al 112/18/18 119 I T15843844 I KJ8 112/18/181 13 T15843828 I A2 1 12/18/181 1 FILE I4 IT158438291A3 112/18/181 I5 I T48943830 I A4 112/18/181 16 I T15843831 I ATA 1 12118/18 I7 IT15843832IATB 112/18/181 18 1 T1 5843833 1 BHA 112/18/181 19 1 T1 58438341 GRA 112/18/181 110 I T15843835 I J1 112/18/181 11 I [15843836 I J2 112/18/181 12 I T15843B37 I J3 112/18/181 113 IT15843838IJ4 112/18/181 114 IT15843839IJ5 112/18/181 15 T15843840IJ6 12/18/18 116 T15843841 I J7 112/18/181 17 T15843842J8 12/18/18 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE' The seal on these truss component designs is a certification that the engineer named is licensed in the judsdiction(s) identified and that the designs comply with ANSI/rPI 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's 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 ANSI/rPI 1, Chapter 2. RECEIVED FES 11 2oig L cie County, permitting �®PY EN t-No 22839 =vi ¢_ :9 - STATE OF . :4/� •4u . 0��`S� 0 R t Q N��• Walter P. Finn PE No.22839 NLTek USA. Inc. FL Carl 6634 6904 Padre East Blvd. Tampa R 33610 Date: December 18,2018 Finn, Walter 1 of 1 Job Truss Truss Type Oty Ply 70' ROYAL W/2 CAR GARAGE T7584382fi M11364 A HIP 7 1 Job Reference (optional) unampem I runs, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Dec 18 09:28:28 2018 Page 1 I D:OLulzpiO?_SmS_JUbP6BgtzFJ4j-DNgz12d8O7aZRykTO1105FLyassfLXLFeuU2Ey7mpX 1-D-6-7-15 10.0-0 14-11-0 19-11-8 25.0-0 28-4-1 35-0-0 6-0- -0.0 6-74 3-4-1 4-11.0 5.0.8 5-0-8 3-4.1 6-7-15 -0-0 Scale=1:60.3 4x8 2X3 = 4.00 F12 3x5 = 4x4 3x5 3x4 = 3zG = 6xB = I are = 3,,8 10-0-0 14-11-0 25-0.0 35-0-0 10-0-0 4-11-0 10-1-0 Ian-n 4x4 = r 01t2 0 Plate Offsets(XY) -- I20-3-140-1-81 [40-5-40-2-01 f90-2-2 Edael LOADING (psi SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.59 Vert(LL) 0.46 11-21 >530 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Ven(CT) -0.39 15-18 >460 240 BCLL 0.0 Rep Stress [nor YES WE 0.87 Horz(CT) 0.02 9 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 160 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=406/0-8-0, 13=1644/0-8-0, 9=648/0-8-0 Max Horz 2=-105(LC 8) Max Uplift 2=-212(LC 10), 13= 1481(LC 10), 9=-781(LC 10) Max Grav 2=450(LC 15), 13=1644(LC 1), 9=672(LC 20) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-9=-590/45, 3-4= 345/135, 4-5=-996/820, 5-6=-996/820, 6-7=-78611640, 7-8=-869/1692, 8.9=-123312116 BOT CHORD 2-15=0/616, 13-15=-116/580, 11-13=-287/274, 9-11=-1897/1147 WEBS 3-15=-450/525, 4-15= 146/435, 4-13=-983/867, 5-13=-300/342, 6-13=-1191/1903, 6-11= 1278/663, 7-11=-322/181, 8-11=-426/667 Structural wood sheathing directly applied or 6-0-0 oc puriins. Rigid ceiling directly applied or 4-7-2 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull55mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; fill 5ft; B=70ft; L=34ft; eave=5ft; 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 5-2-5, Exterior(2) 5-2-5 to 10-0-0, Interior(1) 14-11-0 to 19-11-8, Exterior(2) 25-0-0 to 36-0-0 zone; porch fight exposed;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) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide %ill fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 2=212, 13=1481, 9=781. Walter P. Finn PE NoIN39 6LTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33810 Data: December 18,2018 Q WARNING-Verilydesign Pnremefel..dREAD NOTES ON 7N/SANDPICLUDEDMIIEKREFERANCEPAGEM67=T v. TtWY1a15BEFORE USE Design valid for use any with MOekOconnectors, MIS design is based only upon parameters shown, and is for an Individual building component not �■ a huss system. Before use, me building tlesigner must verify the applicability of design parameters and propetly Incorporate this design Into the overall bulldingtlesign. Bracing Indicated IStoprevent buckling ofIndividual it=web and/or un chord members only. Additional temporary and `A MiTekc Is always required for stability and to prevent collapse with passible personal Injury and property damage. For general guldonce regarding the fabrication, storage. delivery, erection and bracing of Musses and truss systems, seeANSVWII Quell cdb80, OSO419 and SCSI Bidding Component Safety InformetbmvoJable from Truss Plate Institute. 218 N. Lee Sheet, Asite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply 70' ROYAL W12 CAR GARAGE T75843827 M11364 Al SPECIAL 7 1 Jab Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 a Mar 11 2018 MiTek Industries, Inc. Tue Dec 18 09:28:29 2018 Page 1 ID:OLulzpiO?_SMS JUhP6BgtzFJ4j.hZOL4B3Fvi7RBaXx1 kp_YloUNz6yOpYUUHel ahy7mpW r1-0-0 6-69 12-0-0 18-a12 23-0.0 25-10-5 35-0-0 36.0-0 9-0- 6-5-9 S-6-7 6- -12 4-11-5 2TO H 9-1-11 1-0.0 Scale=1:61.3 5x6 = 3x4 = 5x6 = 4.00 FIT 4 21 5 22 6 �- 6, d 13 12 3x4 = 3x6 = 3x4 = 5.6 — 2.00 F12 3x12 = 8-8-2 149-0 23a0 24-6.8 354 0 B-B2 I s-a14 B-3-o 1 1-s-e lase ' Plate Offsets _(X Y)-- f2:0-0-6 Ednel f8:0-1-15 Ednel LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) VdeB Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.66 10 >638 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.9011-12 >466 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 HoR(CT) 0.32 8 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matdx-MS Weight: 154111 FT=O% LUMBER - TOP CHORD 2x4 SP M 31 'Except' 4-6: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purtins. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 2=1349/0-8-0, 8=134910-8-0 Max Horz 2=-124(LC 8) Max Uplift 2=-825(LC 10). 8=-825(LC 10) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3367/2195, 3-4— 3094/2020, 4-5= 2710/1857, 5-6=-3852/2480, 6-7=-5343/3381, 7-8=-5640/3549 BOT CHORD 2-13=-1948/3170, 12-13=-1473/2537, 11-12=-1985/3321, 10-11=-2220/3914, 8-10=-3240/5364 WEBS 3-13=389/390, 4-13=-295/550, 4-12— 148/416, 5-12=-898/629, 5-11= 257/704, 6-1 1=-297/193, 6-10=-1343/2154, 7-10=-364/382 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=15ff; B=70ft; L=34U; eave=5U; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-M to 2-4-13, Intedor(1) 2-4-13 to 32-7-3, Extedor(2) 32-7-3 to 36-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 8 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 100 Ib uplift at joint(s) except (jt=lb) 2=825, 8=825. Walter P. Firm PE No12839 MiTek USA, Inc. FL Cad 6634 69D4 Parke East Blvd. Tampa FL 3361D Die: December 18,2018 ,&WARNING- Vedly Eealanpacametore end READNOTES ON THIS AND MCLUDEOMNEKREFERANCEPAGEM674M.. 1DDa2915 BEFORE USE Dedgn v d for use only wlin Mmelc®connecfors. ma dod Is to ad only upon parameters shown antl Is for an NONIduDI buliding component, not a huv system. More use, In bulltling designer musfverlN Me appllcobaityof tleslgn parameters antl properly Incorporate ihls design Into the overoll bulId dedgn.Bmcinglndlcaletl6fopreventbuckRofNtlivitlualhusswebantl/orohortlmembersonly.Additionaltemporaryandpermanentbiocing G always reQulretl tar stablllN antl to prevent Collapse with p_U. personol injury and property domoge, For general gultlancemgarding the fobricIn,., sioroge,delivery.erection no bracing of hussee ono truss systems seeANSU1P11 GUDIDI1ryy CmedD, DSB-09 Ord BC51 Bu1db9 Componwf Safely mfotmalbMvoilable hem Truss Plata Imtlfute.273 N. Lee Sheet, Sulfe312. AlexandtlD, VA 22314. ��' pu M11Tek 69M Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type city Ply 70' ROYAL W/2 CAR GARAGE T75843828 M11364 A2 SPECIAL 7 i Job Reference (optional) --^�•••�_—•..... ...... .�.• ._.•_.. a.Laus Mar11zulBMIIeKIOaUMnes,Inc. IUe Uec18U9:2f 2U1B Paget d Scale =1:61.3 4x6 = Sx8 = A nnR—, 4 5 tt - 3x5 = 2x3 II 5x12 = 3xl2 G 2.00 12 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 CS]. Plate Grip DOL 1.25 TC 0.87 Lumber DOL 1.25 BC 0.92 Rep Stress Incr YES WB 1.00 Code FBC2017fFPI2014 Matdx-MS DEFL. in Vert(LL) 0.70 Vert(CT) -1.14 Horz(CT) 0.34 (too) Udefl Ud 9-10 >600 360 9-10 >368 240 7 rJa n/a PLATES MT20 MTI8HS Weight: 151 Its GRIP 244/190 244/190 FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 *Except* 5-9: 2x4 SP M 30 REACTIONS. (lb/size) 2=1349/0-a-0,7=1349/0-8-0 Max Horz 2=-143(LC 8) Max Uplift 2= 825(LC 10), 7=-825(LC 10) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3199/2015, 3-4=-2457/1632, 4-5=-2354/1616, 5-6=-5342/3284, 6-7=5686/3506 BOT CHORD 2-11=-1747/2990, 10-11=-1747/2990, 9-10=-1688/3009, 7-9=-3200/5412 WEBS 3-11=-0/309,3-10=-810/573, 4-10=-229/498,5-10=-818/481, 5-9_ 1531/2742, 6-9=396/421 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=15ft; B=70tt; L=34ft; eave=5N; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C EMedor(2) -1-0-0 to 2-4-13, Intedor(1) 2-4-13 to 32-7-3, Exterior(2) 32-73 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent waterponding. 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.Opst 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. 7) Beading at joints) 7 considers parallel to grain value using ANSVTPl 1 angle to grain formula. Building designer should verity capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=825, 7=825. Walter P. Finn PE NoIN39 MTek USA, Inc. FL Cad 6634 6901 Parke East Blvd. Tampa FL 33610 Date: December 18,2018 O WARNING-Ved/yddgnperameterseed REAONOMS ON IN/SAND INCLUDED MmEKREFERANCEPAGEM6)4)3rev. 10=7e15SUOREUSE. Design valid for use Only with MTek® connectors. This design Is based only upon p010meters shown, and 6 for an Individual building component, not ��- a huss system. Before use, Me building designer must verify the opplicoblliry 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 wJM passible personal Injury and property damage. For general guidance regarding me fabrication, storage, delvery, erection and bracing of Musses and truss systems seeANSVMII Gualtly Cmr ri0, DSB-09 antl ICSI lultlinD Cpmpenmt m/prmnNonwalloble from Truss Rate Institute, 218 N. Lee Sheet Suite 312. Alexandria. VA 22314. 6904 Parke East Blvd.Sabry Tampa, FL 33610 Job Truss Truss Type Cry Ply 70' ROVAL W/2 CAR GARAGE T75843829 M11364 A3 SPECIAL 1 1 Job Reference (opt'ona0 Chambers Truss, Inc., Fort Pierce, FL B.130 s Mar 11 2018 MiTek Industries, Inc. Tue Dec 18 09:28:30 2018 a 4.00 FIT 46 = 5z8 = Scale =1:62.3 3x5 = 2z3 II 5.6 - 3x12 = 2.00 12 B-0.10 i 14.1-0 f 19-0-0 24-6-8 I 35-0.0 R 0.10 fi-&5 d-3-n 6-fi-R 1n.5.R Plate Offsets (X Y)- 12:0-1-2 Edgel f3:0-4-0 0-3-01 f5:0-4-0 0-2-31 17:03-0Edger 18:0-1-15 Edger LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.74 10 >571 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.97 10-19 >434 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.99 Hom(CT) 0.34 8 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Mardi Weight: 161 Ib FT=0 LUMBER - TOP CHORD 2x4 SP M 30 'Except' 5-7: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 -Except- 5-10: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1349/0-8-0, 8=1349/03-0 Max Horz 2=-162(LC 8) Max Uplift 2=-825(LC 10). 8=-825(LC 10) BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 2-2-0oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Id) or less except when shown. TOP CHORD 2-3=-3306/2048,3-4=-2410/1551,4-5=-2431/1632,5-6=-5311/3218, 6-8=-5707/3486 BOT CHORD 2-13=-1793/3101, 12-13- 1793/3094, 11-12=-1159/2233, 10-11=-1278/2480, 8-10=-3184/5432 WEBS 3-13=0/327, 3-12=-959/697, 4-11=-217/544, 5-11=-402/220, 5-10=-1772/3057, 6-10=-488/513 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=15ft; B=70tt; L=34ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (i ireclional) and C-C Exterior(2) -1-0-0 to 2-4-13, Intedor(1) 2-4-13 to 32-7-3, Extedor(2) 32-7-3 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 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) Bearing at joints) 8 considers parallel to grain value using ANSVI PI 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 at joints) except Qt=lb) 2=825, 8=825. Walter P. Finn PE No121139 MiTek USA, Inc, FL Ced 6634 69116 Parke East Blvd. Tampa FL 33610 Date: December 18,2018 AWARNWG- Verify degienpammetersesdREADIVOTES ON THIS AND INCLUDWARGE)CREFERANCE PAGE MX7473mv. 10,MV2015 BEFORE USE. Design valid for use only with Mffei connectors, this design Is based only upon parameters shown, and Is for an Individual building component, not �t 0 Mas system. Before use, me building designer must -vent, the applicability of design parameters and properly Incorporate this design Into ire overall building design. Bracing Indicated is to prevent budding of lndvduol truss web and/or chord members only. Addttioncl temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse writ passible personal Injury and property damage. For general guidance regarding Me tobncation storage, deMery, erection and bracing of trusses and truss systems, seeANSUIPII greatly Cmerla, DS549 and SCSI Balding Component 6904 Parke East Blvd. Safety mformatianwceoble from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type QtY Ply 70 ROYAL W/2 CAR GARAGE T15B43830 M11364 A4 SPECIAL 16 1 Job Reference (optional) d .racers cuss, mc.. Fun rierce, rL 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Dec 18 09:28:31 2018 Page 1 ID:OLulzpiQ?_Sm8 JUbP6BgtzFJ4j-dyL5Vs4VRJN9QuWBgrSdjto9nnuhdnxb78fzy7mpU 11-0-q 17-6-0 24-6-8 27-4-7 35"0.0 6.0-Q 1-0- 8-GO 9-0-0 7-0.8 2945 7-7-9 160' 502 MT18HS = 4.00 12 Scale=1:60.3 13 - 36= 2x3 II 5x8 = 302 z.ao 1z 8-6.0 14-9-0 2468 .qmmn 8-6-0 16-3-0 9.9.8 110.5.8 Plate Offsets (X Y)-- f2:0-1-2 Edgel f7:0-3-0 Edael 19:0.1-15 Edcel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.8011-12 >527 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -1.2811-12 >329 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.91 Hom(CT) 0.36 9 n/a n1a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MS Weight: 154 lb FT=O% LUMBER - TOP CHORD 2x4 SP M 31 'Except- 1-4,7-10: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3*Except* 5-11: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1349/0-8-0, 9=1349/0-8-0 Max Horz 2=-176(LC 8) Max Uplift 2=-825(LC 10), 9=-825(LC 10) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 no bracing. WEBS 1 Row at mldpt 5-11 FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3277/2276, 3-5=-2406/1758, 5-6_ 5437/3798, 63=-5388/3667, 8-9=-5734/3894 BOT CHORD 2-13=-2008/3074, 12-13= 2008/3074, 11-12=-1323/2149, 9-11=-3580/5462 WEBS 3-13=0/301, 3-12=-978/751, 5-12=-77/365, 5-11=-2276/3499, 6-11=-317/356, 8-11=317/299 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.Opsh h=15ft; B=70ft; L=34ft; eave=5f ; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -1-0-0 to 2-4-13, Intedor(1) 2-4-13 to 14-13, Extedor(2) 14-1-3 to 17-6-0, Interior(1) 20-10-13 to 32-73 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 fora 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, with BCDL= 10.Opsf. 6) Bearing at joint(s) 9 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designershould verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except jt=1b) 2=825, 9=825. Wafter P. Finn PE No2H39 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33810 Date: December 18,2018 Job Truss Thus Type cry Ply 70' ROYAL WYL CAR GARAGE T15843831 M11364 ATA ROOF TRUSS 5 1 Job Reference (optional) miJu s mar 112u16 MI lax industries, Inc. I us Dec 1B 09:20:322010 Pagel h. d Scale = 1:59.5 4.00 12 46 = 6 11 -- 15 -- -' 14 '- 12 3x6 = 2x3 11 4x6 = 3x6 = 2x3 3x6 = 3x8 = 4x6 = 8-5-4 13-9 0 22-0.0 26-6-12 35-0-0 1 � Ids 6 Plate Offsets (X Y)— f2:0-0-2 Eddel f10:0-0-2 Edger LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.33 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.63 14-15 >669 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.57 Horz(CT) 0.13 10 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 166 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc pur ins. BOT CHORD 2x4 SP M 30 SOT CHORD Rigid ceiling directly applied or 5-1-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1399/0-8-0, 10=1399/0-8.0 Max Hoa 2=-176(LC 8) Max Uplift 2=-775(LC 10), 10=-775(LC 10) FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3397/2081, 3-5= 2796/1761, 5-6=-2788/1857, 6-7=-2788/1857, 7-9= 2796/1761, 9-10=2397/2081 BOT CHORD 2-17=-1815/3181, 15-17=-1815/3181, 14-15=-104312053, 12-14=1815/3181, 10-12=-1815/3181 WEBS 6-14=-548/953, 9-14=-689/516, 6-15=-548/953, 3-15=-689/516 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf; h=15ft; B=70ft; L--34ft; eave=5ft; Cat. II; Exto C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Intedor(1) 2-4-13 to 14-1-3. Extedor(2) 14-1-3 to 17-6-0, Interior(1) 20-10-13 to 32-7-3 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 100.0I6 AC unit load placed on the top chord, 17-6-0 from left end, supported at two points, 5-0-0 apart. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed fora 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.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 61=1b) 2=775, 10=775. Wafter P. Rnn PE No:M39 MTek USA, Ina FL Cent 6634 6904 Parke East Blvd. Tampa FL 33B10 Date: December 18,2018 AWARNING -VeraydesignpremetersAnd READNOWSONMile AND INCLUDED MIrEKREFERANCEPAGENX7473rev. la2aQG15BEFOREUSE. Design valid for use only vAM MOeMs connectors. This design Is based only upon parameters shown and Is for an InENiducd building component, not a truss system. Before use. the building dedgner must verify the applicability of design parameters and properly Incorporate this design Into the overall bulltling design. Bracing Indicated 6 to prevent bucking of Individual buss web and/or chord members only. Additional temporary and permanent bracing WOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fcbdcakon, storage. delivery, erection and bracing of husves and truss systems. WeANSU1P11 Qua[ tly CMeda, OS249 and BC31 Building Component 69" Parke East Blvd. Safety Nlolatationovoiloble from Truss Plate Institute, 218 N. We Street, Suite 312 Alexontltlo, VA 22314. Tampa, FL 336t 0 Job Truss Truss Type Oty Ply 70 ROYAL W/2 CAR GARAGE T75843832 M11364 ATB ROOF TRUSS 2 1 Job Reference (optional) rasa, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Dec 18 09:28:34 2018 Page 1 Scale=1:59.3 4.00 12 4x4 = 17 d 3x5 = 2.3 II 4x6= 3x8 = 2x3 II 3x5 = 3x8 = 46 = 8.5.4 214-0 35.0.0 &5.4 4-fi-12 8- 7.8.0 -8- 4.6-12 I 8-54 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.17 15-16 >498 360 MT20 244/190 TCDL 7.0 Lumber COL 1.25 BC 0.66 Vert(CT) -0.2419-22 >695 240 BCLL 0.13 ' Rep Stress Incr YES WB 0.48 Horz(CT) 0.04 10 n/a n/a BCDL 10.0 Code FBC2017/FP12014 Matdx-MS Weight: 166 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or5-11-9 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-1-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0. (lb) - Max Horz 2=176(LC 9) Max Uplift All uplift 100 Ib or less at joint(s) except 2=-464(LC 10), 10=-464(LC 10), 16=-311(LC 10), 15=-311(LC 10) Max Grav All reactions 2501b or less at joint(s) except 2=688(LC 1). 10=688(LC 1), 16=717(LC 15), 15=711(LC 1) FORCES. (Ib) -Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3---1227/905, 3-5=-452/491, 5-6=-447/589, 6-7=-447/589, 7-9_ 452/491, 9-10=-1227/905 BOT CHORD 2-19=-700/1123, 17-19=-700/1123, 16-17=144/394, 15-16=-144/394, 14-15=-144/394, 12-14=-700/1123,10-12= 700/1123 WEBS 9-14=-875/622, 9-12=-94/377, 3-17= 875/622,3-19=-94/377 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCOL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=34ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exhmor(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 14-1-3, Extedor(2) 14-1-3 to 17.6-0, Interior(1) 20-10-13 to 32-7-3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 100.01b AC unit load placed on the top chord, 17-6-0from left end, supported at two points, 5-0-0 apart. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opst 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 BCOL= 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 464 lb uplift at joint 2, 464 lb uplift at joint 10, 311 It, uplift at joint 16 and 311 lb uplift at joint 15. Waller P. Finn PE No22839 MTek USA, Inc. FL Cad 6634 9904 Parke East Blvd. Tampa FL 33810 Data: December 18,2018 QWANNING- wdfydes19m pammelersend BEADNOTES ON TN/SANDINCLUDWMREKNEFEBANCEPAGEMU74MMK PIT34M16BEFONEVSE Design valitlfor use only wim MaeldaconnecfoG.IDls tlesign Is basetl only up on parometersshown,antlb for an IntlNlduol buibin8 component- e a fiuss system. Before use,thebantling designermustvedfy the applicability of design Parameters antl properly Incorporate this tlesign Info Me overall r^�.pfT bantling design. Bracingindicoted Bfo prevent buckling of lndMdu.l truss web and/or chord members only. Addl9pnal temporary antl pednanentbmcing IYIIIBk• Is always requlretlfar stability antl to prevent collapse with posslbla personal ln7ury antl properly damage. For general guldanceregording Me fpbrlc"on, storage, tlelNery, erection and bracing of busses and Inns systems MMSM11 Q..INy Cmnb, DSa419 and If ' aultlbe Componml 6904 Parke East Blvd. Salety Infmmetbnovalloble ham Truss Rote Ira'Wm, 218 N. Lee Street. Su to 3, 2, Alaxondtla. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply 70' ROYAL W/2 CAR GARAGE T15843833 M11364 BHA BOSTON HIP 1 1 Job Reference (optional) • ��•� ••^ �• •^••� • �•� •_•�_� e.1du a Mar 11 2U18 Mi IeK Industries, Inc. Tue Dec 18 09:28:35 2018 Page 1 ID:yDOdWMWeu99liJ70SDveiFyIR5MWjbcLE70VYtbvV_4N wOoZ2df016oUwNsD5LoKy7mp0 15-6.0 2"-0 1-0 ]-0-0 9-6-0 11-6-0 13-6-01 -0 17.6-0 19 60 21-0-0 23-6-0 25-6-0 28-0-0 35-00 6 101 ]-0-0 2-6-0 2U-0 2-0-0 6- l 6 o 2.0-0 2-0-0 1-6-0 - 2-0-0 2-0-0 2-6-0 ]-0-0 1-00.0 Scale=1:62.4 4.00 12 44 = 14 3x4 = 3x6 = 3x8 = 3x4 = 3x6 = 3x4 = 7-G-0 14-0.0 21-0-0 7-0-0 7-0-0 7-07 7-0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.10 30-41 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.1430.41 >999 240 BCLL 0.0 Rep Stress Incr NO WE 0.96 Horz(CT) 0.02 26 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 2081b FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing: 32-33. REACTIONS. All bearings 0-8-0. JOINTS 1 Brace at Jt(s): 11, 19.15. 23,7 (Ib) - Max Ho¢ 2=-176(LC 8) Max Uplift All uplift 1001b or less at joint(s) except2=-332(LC 10), 33=-512(LC 10), 32=-465(LC 10). 28=-341(LC 10) Max Gmv All reactions 2501b or less at joint(s) except 2=521(LC 19), 33=838(LC 1), 32=822(LC 1), 28=521(LC 1) FORCES. (lb) - Max CompJMax Ten. -All tomes 250 (go) or less except when shown. TOP CHORD 2-3=-790/492, 27-28=-788/521 BOT CHORD 2-35=-323/764, 33-35=-324/736, 30-32=-351/687, 28-30=,3501714 WEBS 3-35=0/301, 27-30=0/301, 3-33=-9321646, 11-33=-364/432, 19-32=-358/415, 27-32=-922/616, 20-21=-211/265, 9-10=-211/264 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=15ft; B=70ft; L=34ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-4-13, Inte6or(1) 2-4-13 to 12-8-5, Exterior(2) 12-8-5 to 17-6-0, Interior(1) 22-3-11 to 32-7-3 zone;C-C for members and tomes 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3321b uplift at joint 2, 5121b uplift at joint 33, 465 lb uplift at joint 32 and 341 lb uplift at joint 28. 8) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Walter P. Finn PE No.22839 MDek USA, Inc. FL Cart 6634 69U Parke East Blvd. Tampa FL 33810 Date: December 18,2018 Q WANN/NG . Vealry deslgn Parameter: end BEA O NOTES ON 1115,4NO INCLUDED MmEK NEFENANCE PAGE MIF7473.v. 11 l 015 9EFORE USE. Design vOlitl for use only wMl MRek®connector.l'Ns tleslBnbbased only upon parameters shown, antl is for an lndNltluol buading component not a buss system, Batore use, m buJtllnB tlaslgner must vetlty Me pppllcpblllty of de,parameter and properly I"Colporote madeslgn Info the overall ■ bUlding deslgn. Bmcln0lndicctetllsto prevent buckling of lnd"'dupl truss web and/aroh.,d-a bera.Ny. Addl6anpl tempomry nopaandnent brocing 6 olwpys required for stabalty ontl to prevent collapse wIM passible p._ ,'Jury and property damage. For general guidance regarding file MiTek' fobticotlon, stomge. tlellver/. erection and brocing of busses and truss systems. sseMS611 QuoO0yy CMnb. D611-59 and aC316uldhp Componm1 8o1rrtV b/olmuBorlov.a.". from Truss Plot. Irsmute. 2 Is N. Lee Street. Sun. 312 Alexondrlp. VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply 70' ROYAL W/2 CAR GARAGE T15843834 M11364 GRA HIP 1 1 Job Reference (optional) 4.00 12 i ou s mar 11 ZU16 MI I UK mammas, Inc. I us Ue016 Ue26:J6 2018 Page 1 ID:OLulzpi07_SmS_JUhP6BgtzFJ4j-_w8_Ya8eG(1SWfZH1dRdKnbeRoZGMW 5tgvKny7mpP -0 [411-0 17-fi-0 20-1-0 27-0-0 35-0-0 60- 1-0 6-17-0 &7-0 2-7-0 6-11-0 8.0-0 1-0-0 Scale = 1:60.3 5x8 MT18HS = 2x3 2x3 4x6 = 5x8 MT18HS = 4x6 = 3 23 24 25 26 427 28 5 296 7 3031 32 33 348 012 d 0o uo ue, --aa 4U 41 4212 43 -- -"' 3x5 = 3x6 11 4x6 = 6x10 = 6x10 = 4x6 = 3.6 11 3x5 = 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 ]nor NO Code FBC20177TP12014 CSI. TC 0.88 BC 0.65 W B 0.96 Matrix -MS DEFL. in (loc) Vdefl Ud Ve art0.40 11-22 >607 360 Vert(CT)-0.2711-22 >886 240 Horz(CT) 0.07 9 n/a n/a PLATES MT20 MT18HS Weight: 1581b GRIP 244/190 244/190 Ff=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing. WEBS 2x4 SP No.3+Except' WEBS 1Row at midpt 3-14,8-13 4-14,7-13: 2x6 SP No.2 REACTIONS. (Ib/size) 2=671/0-8-0, 14=3675/0-8-0, 9=1214l0-8-0 Max Horz 2=86(LC 7) Max Uplift 2=-393(LC.8), 14=-2734(LC 8), 9=-1147(LC 8) Max Grav 2=685(LC 17), 14=3675(LC 1), 9=1218(LC 18) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1216/511,3-4=-1332/1820,4-5=-1332/1820,5-7=-115211141, 7-8=-1152M 141, 8-9=-2877/2430 BOT CHORD 2-16=-366/1113, 14-16=„379/1156, 13-14=-431/353, 11-13=-2222/2731, 9-11=-2192/2688 WEBS 3-16=-229/825,3.14=-3151/2032,4-14=-817f750,7-13=-786f720,8-13=-1707/1356, 8-11=-566/829,5-14=-2011/1681, 5-13=-1B99/2258 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=15ft; B=70ft; L=34ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 393 lb uplift at joint 2, 2734 lb uplift at joint 14 and 1147 lb uplift at joint 9. 8) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 131 lb down and 229 lb up at e-0-0, 107 lb down and 173 lb up at a-6-0, 107 lb down and 173 Its up at 10-6-0, 107 lb down and 173 lb up at 12-6-0, 107 lb down and 173 lb up at 14-6-0, 107 lb down and 173 lb up at 16-6-0, 107 Ile down and 173 lb up at 18-0-0, 107 lb down and 173 lb up at 20-6-0, 107 le down and 173 lb up at 22-6-0, 107 lb down and 173 Ile up at 24-6-0, and 107 lb down and 173 Ib up at 26-6-0, and 131 lb down and 229 lb up at 27-0-0 on top chord, and 515 lb down and 303 lb up at 8-0-0. 79 lb down and 1 lb up at 8-6-0, 79 lb down and 1 lb up at 10-6-0, 79 Ib down and 1 lb up at 12-6-0. 791b down and 1 lb up at 14-6-0, 79 lb down and 1 Ib up at 16-6-0, 79 Ib down and 1 lb up at 18-6-0, 79 Ib down and 1 lb up at 20-6-0, 79 lb down and 1 Ib up at 22-6-0, 79 Ib down and 1 lb up at Waiter P. Finn PE No.22839 24-6-0, and 79 lb down and 1 lb up at 26-6-0, and 515 lb down and 303 lb up at 27-0-0 on bottom chord. The designiselection of MTek USA Inc. FL Cart 6634 such connection device(s) is the responsibility of others. 6904 Parke East Blvd. Tampa FL 33810 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Data: LOAD CASE(S) Standard December 18,2018 ®WARNING- Yedtydeslgnpeameferxand BEAD NOTES ON MIS AND INCLUDED MffEKREFERANCEPAGEM&74Mmr 10=2015BEFORE USE Design volid for use only with M7e141) connectors. This design Is based only upon parameters sbown, and Is for on IndNldual building component, not a truss System. Before use, the building designer must verify the appllcoollfy of design parameters antl properly incorporate this design Into the overall building design. Bracing indicated 6 to prevent buckling of li ltlual tmssweb and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse wth possible personal Injury and property damage. For general guidance regarding fine fabrication, starcge, delivery, erection and bracing of hoses and truss systems. seeAN3MII 9uallty Ci tedo, DS349 and SCSI Building Component 69" Parke East Blvd. Safety Informatbnovoilable from Truss Plate Institute, 218 N. We Sheet Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply 70' ROYAL W/2 CAR GARAGE T15843834 M11364 GRA HIP 1 1 Jab Reference o tional runs, Inc., ran Pierce, FL 8.130 a Mar 11 2018 MiTek Industries, Inc. Tue Dec 18 09:28:36 2018 Page 2 ID:OLulzpiO7_SmS_JUbPeBgtzFJ4j-_w8_YaBeGr9SWfZHwRdKnbeROZGXx8W StgvKny7mpP LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pll Vert: 1-3=-54, 3-8= 54, 8-10=-54, 17-20=-20 Concentrated Loads (lb) Vert: 3= 131(B) 8=-131(B) 16= 515(B) 11=-515(3)23=-107(B)24=-107(B)25=-107(B)27=-107(B)28=-107(B) 29=-107(B)30=-107(B)32= 107(B) 33=-107(B) 34=-107(B) 35= 50(B)36=-50(B) 37=-50(B) 38=-50(B) 39=-50(B) 40=-50(B) 41=-50(B) 42=-50(B)43=-50(B)44=-50(B) QWARNING-Vedlydn1Ba are tnv;end READNOTES ON THIS AND INCLOOEDUMEKFIEFERANCE GAGE MIF2423rew IpALFeISBEFORE USE. Design valid for use only with MirekS connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a buss system. Before use, the building designer must verity the oppllc lathy of design parameters and properly Incorporate this design Into the overall baildh9deslgn. Bracing Indicated B to prevent buckling of Individual Vussweb and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse wtih possible personal injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems S99ANSVIPl1 Qua[ My CrMeda, DSB49 and BCSI Bull Component Safety Bdorna8aoovolloble from Truss Plate Institute. 218 N. lee Street. Sutie312, Alexantlti¢ VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Oty Ply 70'ROYAL W/2 CAR GARAGET75843835 FWssT M11364 J1 SS q 7 Job Reference (optional) Chambers Truss, !no., Fort Pierce, FL 8.l3U s Mar l l 20l8 MiTek Industries, Inc. Tue Dec 18 09:28:37 2018 Pagel ID:oHTg505Ds3TR?kt?m4?ZGyzbODE-S6iNmw9G197J8p8TVPysL7_SC2OGcLgJXaSsDy7mpO -1-0.0 1-0-0 Scale =1:6.1 30 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/rPI2014 Matrix -MP Weight: 5lb Fr=O% LUMBER- BRACING - TOP CHORD 2x4 SP NO.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. 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=-1/MechanimI , Max Horz 2=48(LC 10) Max Uplift 3=-4(LC 7), 2— 141(LC 10), 4=-l(1-C 1) Max Grav 3=10(LC 15), 2=118(LC 1), 4=18(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=4.2ps1; BCDL=3.Opsf; h=15ft; B=70ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip D0L--1.60 2) This truss has been designed for a 10.0lost 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 4 Ib uplift at joint 3, 141 lb uplift at joint 2 and 1 Ib uplift at joint 4. Wafter P. Finn PE NoI2839 NTA USA, Inc. FL Ced 6634 6904 Padre East Blvd. Tampa FL 33610 Date: December 18,2018 AWARNING-Vetltydesl9nPara..tense.dl? AV NOTES ON TNISANOINCLUDEOMREAREFENANCEPAGENh7473MK1G'OaR0f58EFOREVSE Design valId for use oNy with MRelc®connecfon. Thb design Is based onN upon Parameters shown, ontl b for on IntlNiduaI buildin8 component not a truss system..Before use, the bullGing designer muss vedN me appllcab""of tleslgn parameters gntl properly Incorporate MIs tleslgn Into the overall bulltling tleslgn. Bracing lntlicafetl is to prevent buckling of lntlivldual truss web and/archortl member only. Atldlllonal temporary and pennanenf bracing MiTek' b always requketl (or stability no fo prevent collapse with possible personal Injury and property damage. For general guitlance regarding the fpbticolloo. aforoge, delNery, erection ontl bracing of husses and truss systems as. a1/IPII Du C.... D'g and.Ca.u6dhp Compon..' 69N Parke East BNtl. Sgb1Y Yrformg.gr .'Iobiefrom Truss Plots Ins.Nte.216N. Lee Sheet, Suite n 2. Alexandria, VA22314. Tampa, FL 33610 Job Truss Truss Type Oty GARAGE T15843836 M11364 J2 MONO TRUSS 4 =aft o.musmar11LulumlIex InOUstlles,Ina. ueuec18U9:2B:372O18 rage1 Scale = 1:7.8 3x4 = 4 2-0-0 2-0-0 LOADING (Pat) SPACING- 2.0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 7 >999 240 SCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 8lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 cc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (Ib/size) 3=37/Mechanical, 2=141/0-8-0, 4=22/Mechanical Max Ho¢ 2=67(LC 10) Max Uplift 3=-27(LC 10), 2=-136(LC 10). 4=-3(LC 7) Max Grav 3=37(LC 15), 2=141(LC 1), 4=31(LC 3) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=151t; 3=70f ; L=34ft; eave=oft; 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 Oaf 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 36-0 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 27 lb uplift at joint 3, 136 lb uplift at joint 2 and 3 Its uplift at joint 4. Wailer P. Rnn PE No12839 MTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33BIO Date: December 18,2018 QWABNING- Vedlydesfgnpsremelsrs.dFNEAD NOTES ON THISAND D/CLUDW MIFEKNEFEBANCEPAGEMX747arev. lNe2Q015BEFOBE USE ��- Design valid for use onlywith Mi connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not atruss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into Me overall full building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Adtlitional temporary and permanent bracing 'y'fTek' Is olwoys ieculred for stability and to prevent collapse with passible personal hlury and properly damage. For general guidance regording the fabrication, storage, delivery, erection and bracing of musses and truss systems. seeAN8MII Quality Criteria, DSBA9 and SCSI Balding Component 6904 Parke East Blvd. Safety InfO=Cti011ovanoble from Truss Rate Insfifuto, 218 N. Lee Street Suite 312. Alexandre, VA 22314. Tampa, FL 33610 Job Truss Truss Type W/2 CAR GARAGE T15843837 M11364 J3 :�:�Qty�FIY70'ROYAL MONO TRUSS Reference(not,. o tional Truss, Inc., Fort Pierce, FL 3.4 = 8.130 s Mar 112018 MiTek Industries, Inc. Tue Dec 18 09:28:38 2018 Page 1 ID:oHTg5o5Ds3TR7kt7m47ZGyzbODE-wIGIzGAuoTFAmzjt37T5PCg9ubM W 73bpYBJOOty7mpN Scale =1:9.4 3-0-0 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Well Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.18 Vert(LL) 0.01 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES We 0.00 Horz(CT) -0.00 3 n/a We BCDL 10.0 Code FBC2017[rP12014 Matrix -MP Weight: ll Ito FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=61/Mechanical, 2=169/0-8-0, 4=35M1echanical Max Horz 2=83(LC 10) Max Uplift 3=-51(LC 10), 2=-145(LC 10), 4=4(LC 10) Max Grav 3=61(LC 1), 2=169(LC 1). 4=48(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=15ft; B=70ft; L=34ft; eave=4ft; Cat. 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 gnp DOL=1.60 2) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 3, 1451b uplift at joint 2 and 4 lb uplift at joint 4. Walter P. Finn PE NoIN39 MiTek USA, Inc. FL Curt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 18,2018 ®WARNING- VedlydeslgOpammetetsendREAD NOTES ONTNISANDINCLUDED MREKREFERANCEPAGEMSl74zsre, 10=0f5BEFOREUSE Design vald for use only with MRel�connecfors. fib tleSgn Is bosetl only -P... ...s shown antl Is for an IntlNltlu.1 builtling component, not .. system. Before use, the bu c"" designer mustveriry the applicability of design parameters antl properly incorporate m11 design Into the overall bul"'Ing design. Bracing indica'.0afo prevent buckling.!lndlvitlualiruss web and/o'c'.'d members only.AddlBonaltemporary antl permanent bracing MiTlek a always reggod for stability antl to prevent collapse with pos4ble person Injury and property damage. For general guidance,.2.,ding the SOorican. ,storage, tlelNery, erection and bracing of pusses and buss systems seoANsUIPI I paollh CrIhM. DSE-E9 wd 1C911ul0hrp Compon�nf 6904 Parke East BNtl. Sabty mlomselbrgvoil.ble from truss R.fe InsHlute. 218 N. Lea Sheet 6u'Re 312. Alexontlno. VA 24 14. Tampa, FL 33610 Job Truss Truss Type ON Ply 70' ROYAL W/2 CAR GARAGE T75843838 M11364 J4 MONO TRUSS q 7 Job Reference (optional) a. izu s mar 1 I ZUl a MI I ex m0mme% Inc. l ue Wee l e Ue:2U:36 ZUl a Scale =1:11.1 3x4 = 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Joe) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.02 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Ven(CT) -0.02 4-7 >999 240 BCLL 0.0 Rep Stress ]nor YES WB 0.00 Hocz CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matdx-MP LUMBER - TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=87/Mechanical, 2=204/0-8-0, 4=49/Mechanical Max Horz 2=102(LC 10) Max Uplift 3=-77(LC 10), 2= 159(LC 10). 4=-7(LC 10) Max Gmv 3=87(LC 1), 2=204(LC 1), 4=67(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 141b FT=0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-M cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh h=15ft; B=70ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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 2-0-0 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 77lb uplift at joint 3,159 lb uplift at joint 2 and 7lb uplift at joint 4. Walter P. Finn PE No.22839 MiTek USA, Ine. FL Ged 6634 9904 Padre East Blvd. Tampa FL 33810 Date: December 18,2018 Job Truss Truss Type City Ply 70' ROYAL W/2 CAR GARAGE T15843839 M11364 JS MONOTRUSS 4 7 Job Reference (Options]) a. ua s man r Cvia mu ex mausines, Inc. l ue uec to Uu:za:39 zon a Page T ID:oHTg505Ds3TR?kt?m4?ZGyrbODE-OVg7BbA%ZmNON7lscq?KyPDC??bfkW rynr3Zx6y7mpM Scale =1:12.7 3x4 = 4 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (too) Udell Ud TCLL 20.0 Plate Grp DOL 1.25 TC 0.67 Vert(LL) 0.06 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.06 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 Horz(CT) -0.00 3 1 n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=112/Mechanical, 2=239/0-8-0, 4=62/Mechanical Max Hors 2=121(LC 10) Max Uplift 3=-102(LC 10), 2=-175(LC 10), 4=-9(LC 10) Max Gmv 3=112(LC 1), 2=239(LC 1), 4=85(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 2441190 Weight: 17 lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.OpsY, h=15ft; 13=701t L=34ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Eztedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load 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 102 lb uplift at joint 3, 175111, uplift at joint 2 and 9lb uplift at joint 4. Walter P. Finn PE No.22839 MTek USA, Ina FL Cart 6634 ISM Parke East Blvd. Tampa FL 33810 Date: December 18,2018 A WARNING - NOTES ON MIS AND INCLUDED MITIFICREFERAINCE PAGE MM17473mv. 11MOU42DISSEFORIE USE. Design valid for use only Win MfiekV connectors. This design Is based only upon porometers shown, and Is for an Individual building component, not 0 truss system. Before use, me building designer must verify the applicability of design parameters and properly Incorporate this design Into the overoll 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 stobllily and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricalam storage, delivery, erection antl bracing of trusses and truss systems sceANSI/IPII Quo' Criteria, DS549 and BCSI Building Component 69N Parke East BMd. SaM1ty Nfomratboavolloble from Truss Rate Institute, 218 N. Lee Street. Suite 31Z Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply 70' ROYAL W/2 CAR GARAGE T75843840 M11364 J6 MONO TRUSS q 7 Job Reference (Optional) m run ricw, 7L mizu a Mar 11 ZU18 MI rek Industries, Inc. Tue Dec 18 09:28:392018 Page 1 I D:OLulzpi0?_SmS_JUbP6BgtzFJ4j-OVg7BbAXZmNON7lscq?KyPDHO?YckW rynr3Zx6y7mpM -1-0-0 6-0-0 1-0-0 6-0-0 Scale = 1:14.3 3x4 = 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Ven(LL) 0.11 4-7 >664 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Ved(CT) -0.11 4-7 >652 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hoa(CT) -0.00 3 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-MP Weight: 201b FT=0 LUMBER- BRACING. TOP CHORD 2x4 SP M 30 TOP CHORD SITIClural wood sheathing directly applied or 6-0-0 no purins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=142/Mechanical, 2=275/0-8-0, 4=70/Ivlechanical Max Horz 2=140(LC 10) Max Uplift 3=-129(LC 10), 2=-192(LC 10), 4=-8(LC 10) Max Grav 3=142(LC 1), 2=275(LC 1). 4=100(LC 3) FORCES. (lb) - 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=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=34ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 2one;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 pelf 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 129 lb uplift at joint 3, 192lb uplift at joint 2 and 8 Ib uplift at joint 4. Walter P. Finn PE No12639 MITek USA, Ina FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 18,2018 QWARNING-Ved/ydesl9nparamehrsand READ NOTES ON THISAND INCLUDED M?EKREFERANCEPAGEM27473mv 10032015BEFORE USE Design valid for use only with MgeM connectors. This design Is based only upon parameters shown, and Is for an IndNldual building component, not a buss system. Before use, Me building designer must verily the cppllcabliity 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 ONy. Additianol temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fabrication storage, delivery, erection and bracing of musses and truss systems, seeANSVIPII CuatlBlyy Criteria. DS349 and BCSI Building Component Safety Informationovalioble from Truss Rate Institute, 218 N. Lee Sheet Suite 312, Alexandrio, VA 22314. ��- MiTek' 69M Parke East Blvd. Tampa, FL 33610 Job Thus Truss Type GARAGE T15843841 M11364 J7 ]CtyPy70"�W1,2,PCAIRl MONO TRUSS al IN 1 s'vu' r r m r o mrr eK Ina115rnes, Inc. I ee um10 Uti:411:4U Gul israge1 ID:oHTg505Ds3TR?kt?m4?ZGyzbODE-thOVOxB9J4Vt?Ht2AY W ZVDIOgP_CTz46OVo6TYy7mpL 3x4 = 4 LOADING (pat) SPACING- 2-0-0 CS1. DEFL. in (too) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TO 0.47 Ved(LL) 0.17 4-7 >490 360 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Ved(CT) -0.18 4-7 >468 240 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 1 1 BCDL 10.0 Code FBC2017ITPI2014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD REACTIONS. (lb/size) 3=163/Mechanical, 2=312/0-8-0, 4=87/Mechanical Max Horz 2=159(LC 10) Max Uplift 3=-150(LC 10), 2=-209(LC 10), 4=-12(LC 10) Max Gram 3=163(LC 1). 2=312(LC 1), 4=123(LC 3) FORCES. (III) -Max. Comp./Max. Ten. -All tomes 250 (lb) or less except when shown PLATES GRIP MT20 2441190 Weight: 23 lb FT=0 Structural wood sheathing directly applied or 6-0-0 oc pudins. 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=15ft; B=70ft; L=34ft; eave=4111; Cat. II; Exp C; Encl., GCpi=0i 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 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 150 lb uplift at joint 3, 2091b uplift at joint 2 and 12 lb uplift at joint 4. Scale: 3/4'=1' Wafter P. Finn PE N022809 MiTek USA, Inc. FL Cat SSU 6904 Parke East Blvd. Tampa FL 33810 Date: December 18,201 S A WARNING -Vedlydeslgnparametersand READNOTES ON MIS ANDWCLUDEDMREKNEF£NANCEPAGEMO74MMre 161T12015DEFORE USE Design valid for use only with MOed9connectors. Tnh design a based only upon parametersshown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify fine applicoblilt, of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of lndivmual Fuss web and/or chord members only. Additional temporary and permanent bracing KWIC Is always m iretl for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fab4caflon, storage, delivery, erection and bracing of trusses and buss systems. cooANSVIPt1 Qua' Cii Dri and BCSI Building Component 6904 Parke East Blvd.Saloty Infarmalbrpvoiloble ham Truss Plate InstlNte, 218 N. Lee Street Suite 312, Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Orly Ply 70' ROYAL W/2 CAR GARAGE T75843842 M11364 J8 MONO TRUSS 11 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. The Dec 18 09:28:41 2018 3x4 Scale = 1:17.4 Plate Offsets_(XY)-- f2:0-3-140-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.25 4-7 >378 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.28 4-7 >331 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20177rP12014 Matrix -MP Weight: 26 In FT=0 LUMBER - TOP CHORD 2x4 SP M 30 SOT CHORD 2x4 SP M 31 REACTIONS. gb/size) 3=185/Mechanical, 2=348/0-8-0, 4=102/Mechanical Max Hom 2=178(LC 10) Max Uplift 3=-173(LC 10), 2=-226(LC 10), 4=-15(LC 10) Max Grav 3=185(LC 1), 2=348(LC 1), 4=143(LC 3) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (Ib) 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=4.2psf; BCDL=3.Opsf; h=15ft; B=701t; L-34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 3-0-9, Exterior(2) 3-0-9 to 7-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load 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 346-0 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 173 lb uplift at joint 3, 226 Ile uplift at joint 2 and 15 lb uplift at joint 4. Walter P. Finn PE NoMM NTek USA, Inc. FL Cat6634 6904 Parke East Blvd. Tampa FL 33B10 Data: December 18,2018 Q WARNING- Verilydes(gnpa saeters and READ NOTES ON MIS ANOWCLUDEO Me EKREFERANCEPAGEM&74Td rev. Id OISBEFOREUSE. Design valid for use only with MBekg connectors. This design B based only upon parameters shown, and Is for an Individuol building component, not a truss system. Before use, the Wrong designer must verify the applicability of design parameters and properly Incomorafe this design Into the overall bulldIngdedgn. Bracing Indicated Istopreventbucldingoflndividuoltruss 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 properly damage. For general guldonce regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, seeANSI/IPII Quay Criteria. DSB49 and BCSI Building Component Safely WormalbnaNcl able from Truss Plate Institute. 218 N. Lee Sheet, Suite 312. Alexantltla VA 214, �! ■r M1T®k' 6904 Palle East BNd. Tampa, FL 33610 Job Truss Truss Type Ply 70'ROYAL W/2 CAR GARAGET15843843M11364 72"] KJ7 MONO TRUSS 1 Job Reference factional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2016 MiTek Industries, Inc. Tue Dec 18 09:28:41 2018 Page 1 ID:oHTg505Ds3TR?kt7m4?ZGyzbODE-LtytbHCn4OdkdpSEkF1 at glg2pOtCOpFE9Yg?_y7mpK Scale = 1:20.6 3x4 = 65 3x4 = 6-11.1 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.18 Vert(LL) 0.05 7-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.06 7-10 >999 240 BCLL 0.0 ' Rep Stress Incr NO WE 0.16 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 38lb FT a0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (fib/size) 4=38/Mechanical, 2=269/0-11-5, 6=328/Mechanical Max Horz 2=159(LC 8) Max Uplift 4=.38(LC 8), 2— 233(LC 8), 6=-206(LC 5) Max Grav 4=47(LC 13), 2=289(LC 1), 6=328(LC 1) FORCES. (I a) - Max. CompJMax. Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 2-3=-572/400 BOT CHORD 2-7=-369/531, 6-7=-369/531 WEBS 3-6=-618/430 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=70ft; L=34ft; eave=4ft; 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 3-6-0 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 381b uplift at joint 4, 233 lb uplift at joint 2 and 20616 uplift at joint 6. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 67 lb up at 1-6-1, 64 lb down and 67lb up at 1-6-1, 18 Ib down and 75 lb up at 4-4-0, 18 be down and 751b up at 4-4-0, and 21 Ib down and 118 lb up at 7-1-15, and 21 It, down and 118 lb up at 7-1-15 on top chord, and 47 Ile up at 1-6-1, 47 Ib up at 1-6-1, 2lb down and 31 Ib up at 4-4-0, 2 be down and 31 Ib up at 4-4-0, and 18 lb down and 291b up at 7-1.15, and 181b down and 29 lb up at 7-1-15 on bottom chord. The desigiVselection 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+ Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plQ Vert: 1-4= 54, 5-8=-20 Concentrated Loads (Ile) Vert: 3=-43(F=-21, B= 21) 7=-35(F=-18, B=-1 B) 11=134(F=67, B=67) 12=40(F=20, B=20) 13=48(F=24, B=24) 14=-3(F=-2, Walter P. Finn PE No12839 B=-2) MTek USA, Inc FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 18,2018 A WARNWG-Ved/ydesign Per4merersend REAONOTES ON 7N/SANOPSLUOEOMREKREFERANCEPAGEM674TJree laTUssil EFORE USE Design valid for use only with MTek® connectors. This design Is broad only upon parameters shown, and Is for an IndMtlual building component, not a truss system. Before use. fine building designer must verity, the appleoi of design parameters and properly Incorporate this design Into me overall building design. Bracing Indicated a to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stabally, and to prevent collapse with possible personal Injury and property damage. For general guidance regarding me - recreation, storage. delivery, erection and bracing of trusses antl from systems, seeANSViPl1 Caopy Cmr rlo, DSe-09 and BCSI building Component 6904 Parke East Blvd. Sater Informotbmvailoble from Trutt Rate Im6Me. 218 N. We Sheet, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Ory Ply 70' ROYAL W12 CAR GARAGE T15843844 M11364 KJB MONO TRUSS 2 1 Job Reference (optional) Chambers hues, mc., t-on rlerce, FL LOADING (psQ TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 8.130 s Mar 112018 MiTek Industries, Inc. Tue Dec 18 09:28:42 2018 ID:OLulzpi07_SmS_JUbP6BgtzFJ4j-p4W GpdDPrhmbEaDSIyY1 a2rg7DigxpOPTpHDY Scale=1:20.3 4 = 3x4 = 2K3 II 65 3x4 = 7-8-2 3-5-6 0-7-8 SPACING- 2-M CSI. DEFL. in (lac) Well L/d PLATES GRIP Plate Gdp DOL 1.25 TC 0.22 Vert(LL) 0.08 7-10 >999 360 MT20 244/190 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.10 7-10 >999 240 Rep Stress Incr NO WB 0.29 Horz(CT) 0.01 6 rda n1a Code FBC2017/TP12014 Matdx-MS Weight: 44 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=128/Mechanical, 2=359/0-11-5, 6=465/Mechanical Max Horz 2=178(LC 8) Max Uplift 4=-138(LC 6), 2=-274(LC 8), 6=253(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-8221559 BOT CHORD 2-7=-5227772, 6-7=-522/772 WEBS 3-7=-13/304,3-6=-876/592 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 9-11-5 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=7011; L=34ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi 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-M 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 tress to bearing plate capable of withstanding 138lb uplift at joint 4, 274 lb uplift at joint 2 and 253 lb uplift at joint 6. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 67 Ib up at 1-6-1, 64 lb down and 671b up at 1-6-1, 18 go down and 75 lb up at 4-4-0, 18 lb down and 7516 up at 4-4-0, 21 lb down and 118 lb up at 7-1-15, 21 lb down and 118lb up at 7-1-15, and 65 lb down and 162lb up at 9-11-14. and 65 lb down and 162 lb up at 9-11-14 on top chord, and 47 lb up at 1-6-1, 47 lb up at 1-6-1, 2lb down and 31 Ib up at 44-0, 2 Ib down and 31 lb up at 4-4-0. 18 lb down and 29 Ib up at 7-1-15, 18 lb down and 29 Ib up at 7-1-15, and 45 lb down and 12 lb up at 9-11-14, and 45 lb down and 12 lb up at 9-11-14 on bottom 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 (plQ Vert: 14=-54, 5-8= 20 Concentrated Loads (lb) Vert: 11=134(F=67, B=67) 12=40(F=20, B=20) 13=43(F=-21, B=21) 14= 130(F=-65, B=-65) 15=48(F=24, B=24) 16— 3(F=-2, B= 2) 17=-35(F=18, B= 18) 18=-63(F=-31, B=-31) Walter P. Finn PE N*M39 MiTek USA, Inc. FL Cart $634 6904 Parke EastBly& Tampa FL 33610 Date: December 18,2018 Q WARNING-Vedrydeslgnparemelemwd READNOTES ON MISANDWCLUDMUM KNEFEMNCEPAGEM/7=l v. iMlYLa15eEFONE USE Design valid for use only with Mrek@ connectors. This design b based only upon parameters shown and Is for on individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into me overall building design, Bracing Indicated is to prevent buckling of IndNltlual truss web and/or chord members only. Additional temporary and permanent bracing Mel( Isalways required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricator, storage, delivery. erection and bracing of trusses end truss systems, seeANSl71p11 CuaOq Cdbda, DS549 and SCSI Bultlbp Component 69M Parka East Blvd. Safety Infomlatbrgvolloble from Truss Plate Institute, 218 N. Lee Sheet, Sulfa 312. Alexandlio. VA 22314, Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 374 Center plate on joint unless x, y 14- offsets are indicated. Dimensions are In ft-in-sixteenths. Apply plates to both sides of Truss and fully embed teeth. �71ar For 4 x 2 orientation, locate plates 0-110 from outside edge of truss. This symbol Indicates the required direction of slots in connector plates. ' Plate location details available in li 20/20 software or upon request. PLATE SIZE The first dimension is The plate width measured perpendicular 4 X 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of The output. Use T or I bracing If indicated. BEARING Indicates location where bearings 6'r—no (supports) occur, Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses, Numbering System 6-4-8 I dimensions shown Inftsixteenths t scale) II'—jl (Drawings not to scale) 1 2 3 TOP CHORDS c O 2 U a O JOINTS ARE GENERALLY NUMBEREDAETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSAETTERS. PRODUCT CODE APPROVALS ]CC -ES Reports: ESR-1311,ESR-1352,ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MITek® All Rights Reserved MITek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 AL 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 I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1, 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/rPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservotive treated, or green lumber. 10. Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size,. and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, If no calling is Installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria,