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HomeMy WebLinkAboutTRUSS PAPERWORK® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 1440470 - 1440470 - Testa Res. TK tff Uff If vFE MiTek USA, Inc. Site Information: MAR 13 2019 6904 Parke East Blvd. Customer Info: Nick Testa Project Name: Test Residence Model: Cust m Tampa, FL33610-4115 Lot/Block: Subdi isJQ,r�uGln county, Permitting SCANNED \Address: TBD Dunn Road By ity: Fort Pierce State: FL St. Lucie County Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 87 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. No. Seal# ITrussNamelDate No. I Seal# I Truss Name I Date 1 T16120484 I CJ01 1/27/19 118 1 T16120501 1 PB01 1 1/27/19 2 IT161204 CJ02 1127/19 19 I!16120502 PB02 11127/19 I 13 T1612048685 CJ08 1 /27/19 20 I T16120503 P803 11/27/19 4 IT161204871CJ09 11/27/19 121 1T161205041PB04 11/27/19 I 15 IT16120488 J EJ01 1 1/27119 122 1T161205051 PB05 11/27/19 I 16 I T16120489 I EJ02 11/27/19 123 I T1612 11 /27/19 I I T16120490 I EJ03 11/27/19 124 2050717 IT16 0 11/27/19 I 8 I T16120491 I EJ04 1/27/19 125 I T16120508 I T02 11/27/19 I �9 IT16120492 EJ65 11/27/19 126 IT16120509IT03 11/27/19 I 10 I T16120493 I EJ06 1 1/27/19 127 I T16120510 I T04 11/27/19 [1 T7 6120494 I EJ07 1/27/19 128 I T16120511 I T05 11/27/19 I 12 T16120495IEJ08 1/27/19 29 IT16120512 T06 11/27/19 1 13 IT16120496 EJ09 1/27119 30 IT16120513 T07 11/27/19 14 I T16120497 HJ01 1/27/19 31 I T16120514 T08 11/27/19 15 IT16120498 HJ02 1/27/19 132 IT16120515 T09 11/27/19 1 116 T16120499 HJ03 1/27/19 133 I T16120516 T10 11/27/19 117 IT16120500IHJ09 I1/27/19 134 IT16120517IT11 I1/27/19 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Albani, Thomas 1. ,iy41y license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(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 verity applicability of design parameters and properly incorporate these designs into the overall building design per ANSI[TPI 1, Chapter 2. ra UV 9 AT OF Z NA11"11111� 0% Thomas A Man] PE No.39380 Mlrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 Albani, Thomas 1 of 2 RE: 1440470 - 1440470 - Testa Res. { . Site Information: 4 Customer Info: Nick Testa Project Name: Testa Residence Model: Custom Lot/Block: .. Subdivision: .. Address: TBD Dunn Road City: Fort Pierce State: FL No. Seal# Truss Name I Date I No. Seal# Truss Name I Date 35 T16120518 T12 1/27/19 178 T16120561 1 VO4 1/27/19 136 T16120519 I T13 11/27/19 179 T1 6120562 1 V05 11/27/19 137 IT16120520IT14 11/27/19 80 T16120563IV06 11/27/19 138 I T16120521 I T15 11/27/19 81 1 T16120564 V07 11/27/19 1 1432 T1612052TT16 11/27/19 82 1T161205651V08 11/27/19 1 01T62022117 11/27/19 183 1 T16120566 I V09 11 /27/19 41 I T1 6120524 1 T18 11/27/19 184 1 T161205671 V10 11/27/19 142 I T16120525 I T19 11/27/19 185 1 T161205681 V11 11/27/19 I 143 I T16120526 I T20 11/27/19 1876 0 11/27/19 I 144 IT16120527IT21 11/27/19 IT7612 0579 V13 11/27/19 1 45 _ I T16120528 I T22 11/27/19 I 1 I I 1 1 I 1 1 1 1 1 1 1 1 1 1 I 1 1 1 46 I T16120529 I T23 11/27/19 147 I T16120530 I T24 11/27/19 48 I T16120531 I T25 11/27/19 149 IT16120532IT26 11/27/19 �50 I T16120533 T27 11/27/19 51 I T16120531 I T28 11/27/19 52 I T16120535 I T29 11/27/19 53 I T16120536 I T30 11/27/19 54 I T16120537 I T31 11/27/19 55 IT1612053BIT32 11/27/19 56 I T161205391 T33 11/27/19 57 I T16120540 I T34 11/27/19 58 IT16120541IT35 11/27/19 159 IT16120542IT36 11/27/19 160 1T161205431T37 11/27/19 161 I T16120544 I T38 1/27/19 162 IT16120545IT39 11 /27/19 163 I T16120546 I T40 11/27/19 164 I T16120547 1 T41 11/27/19 165 I T16120548 I T42 11/27/19 166 I T16120549 I T43 11/27/19 167 IT16120550IT44 11/27/19 I68 I T16120551 I T45 11/27/19 169 I T16120552 I T46 11/27/19 170 IT16120553IT47 11/27/19 J 71 I T16120554 I T48 11/27/19 72 1 T16120555 I T49 11/27/19 73 JT16120556 T52 1/27/19 74 I T16120557 T51 1 /27/19 175 VolIT16120558I 11/27/19 1 T6 2 11/27/19 11/27/19 2of2 Job Truss Truss Type Oty Ply 1440470-Testa Res. T16120484 W0470 CJ01 Jack -Open 32 1 Job Reference (optional) buneers rimmource, Ylam Uly. FL =bb a.zzU S NOV 16 2018 MiTek Industries, Inc. Fri Jan 25 15:11:00 2019 Page 1 ID:D%HLEryAZrBSwdZuKWS7?4yEuSL-_wg6hZgkVOgkSG?oAiYB%c?ODKr9gOaBFOBOjl=6P u' �� ST1.5x8 STP= 2-4-0 3o-e-o-0-0 2-a-o 1 Scala = 1:13.1 Plate Offsets(XY)— f1:0.0-00.1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Well Ld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) 0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(CT) -0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 11 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 3= 54/Mechanical, 4=-69/Mechanical, 5=34110-8-0 Max Horz 5=69(LC 12) Max Uplift 3=-54(LC 1).4=-69(LC 1). 5=-89(LC 8) Max Grav 3=12(LC 8), 4=25(LC 8). 5=341(LC 1) FORCES. (lb) - Max. CompJMax Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-5=-196/317 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; VUI1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ff; Cat. It; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip D011=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 5. 6)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A Alban! PE No.39380 MiTek USA, Inc, FL Cert $634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 Job Truss Truss Type t ;i[20 y PIY 1440470-Testa Res. T76120485 1440470 CJ02 Jack -Open 1 Job Reference (optionall Builders FirstSource, Plant City, FL 33566 Si STP= 2x4 II 8.220 a Nov 16 2018 MiTek Industries, Inc. Fit Jan 25 15:11:01 2019 Page 1 ID:DXHLEzyAZrBSwdZuKwS774yEuSL-S7NUwgMGiybjOa_kP304gYBfkBwPdLUgtZFkzm6O LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (roc) Vdefl Ud TOLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(L-) -0.00 4-5 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) 0.00 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Hoa(CT) -0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=50/Mechanical, 4=8/11slechanical, 5=30710-8-0 Max Horz 5=110(LC 12) Max Uplift 3=-63(LC 12), 4=-B(LC 12), 5=-59(LC 12) Max Grav 3=51(LC 19). 4=36(LC 3), 5=307(LC 1) FORCES. (lb) - Max. Comp./Maur. Ten. -All forces 250 (Ib).or less except when shown. WEBS 2-5=-205/343 Scale = 1:20.1 PLATES GRIP MT20 244/190 Weight: 17 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left exposed ;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 100lb uplift at joint(s) 3, 4, 5. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A Alban! PE No.39380 61iTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 AWARNING -VedrydeaignPeramefersendREADNOTESONMIS AND INCLUDED MmEKREFERANCEPAGEMd-7473.%foriYrre1SBEFOREUSE. Design valid for use only with Mrs& connectors. Thkb desgn Is based only upon parameters shown, and Is for an IodMducl building component, not a buss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall buldIng design. Brocing indicated is to prevent bucking of Individual hiss web and/or chord members only. Additional temporary and permanent bracing Is always required forstabllity, and to prevent collopse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of busses and buss systems SeeANSVTPI1 Quality Cmedo, DS549 and SCSI Building Component Safety Infoannf orsavoiloble from Truss Plate Institute. 218 N. Lee Sheet Suite 312 Alexandria, VA 22314. MiTek' 69N Parke East Blvd. Tampa, FL 33610 Job Thus Truss Type L 1440470 - Testa Res. r771 T16120486 1440470 CJ08 Jack -Open ob Reference (optional) Builders FirstSource, Plant City, FL 33566 8.2.20 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 25 15:11:02 2019 Page 1 ID:DXHLEzyAZrl3SwdZuKwS774yEuSL-wJxs6Er_174SKa9B17afcl4MU7YS&IYUiKd7oB=6N 8-0 34-0 ' 1-8-0 34-0 i Scale = 1:22.5 2x4 II 2x4 II a -O o-s-8 1.1-0 z4t-0 Ha o-o-e a t-to-o 3-e LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.17 BC 0.12 WB 0.00 Matrix-R DEFL. in Vert(I-Q -0.00 Vert(CT) -0.01 HOR(CT) -0.01 (loc) Well Ud 4-5 >999 360 4-5 >999 240 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 271b FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 34-0 oc puffins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 7-9: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2x4 SP No.3 *Except* 2-5: 2x6 SP No.2 REACTIONS. (lb/size) 5=247/0-e4), 3=57/Mechanical, 4=23/Mechanical Max Hom 5=93(LC 12) Max Uplift 5=-56(LC 12), 3=-69(LC 12), 4=-1(LC 12) Max Grav 5=247(LC 1), 3=57(LC 1), 4=51(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-209/274 NOTES- (6) 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=3.Opst h=20ft; Cat. II; Exip B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenar(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 Its uplift at joint(s) 5, 3, 4. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A A@anl PE No.39380 MiTek USA, Inc, FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 (late: January 27,2019 AWARNING -VeA/yCeslSnpamraefenenJREADNO7E5ONTRISANDINCLUDED MREKREFEBANCEPAGEM/N4Mnry 10MI!DISBEFOREUSE. Design valid for use only with MneMconnectors. This design is based only upon parameters shown, and is for an Individual building component. not a truss system. Before use, the bullding designer must verify the appllcablllty of design parameters and properly Incorporate this design Into the overall bulidlegdeslgn. Bracing Indicated is to prevent buckling of IndMtlual truss web and/or chord members only. Additional temporary and permon.mlerccing Is always required for stobl ity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobricotlon, storage. delivery. erection and bracing of tresses and truss systems seeMSVTFII Quality CRnb, DS549 mid SCSI Madhp Compenmt Safety Infnmsntioncrval able from Truss Note Institute. 218 N. Lee Street Sutre 31Z Alexandaa. VA 22314, MiTek' 690,1 Parke East Ill Tampa, FL 33610 Job Truss Truss Type i f OIY Ply 1440470-Testa Res. T16120487 1440470 GJ09 Jack -Open 2 1 Job Reference o tional euuaers rlrmSource, Mlant uny, FL aabbb B.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 2615:11:03 2019 Page 1 ID:DXHLEZyAZrBSwdZuKwS7?4yEuSL-OVVFKasco GJyjkNrg6u9FdX8Xt9tlDdx_MgKdm6M 5-0-0 5-0-0 Scale=1:23.1 2x4 II 2x4 II GOO 1-6-0 Z8U 23e go 4.7-0 410a 1-aDr0.C-00-5-063- 1-tom Plate Offsets (X.Y)-- rl:0-0-0 0-1-01 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 4-5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) 0.00 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.02 3 nfa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 241b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-9: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=50/Mechanical, 4=8/Mechanical, 5=307/0-8-0 Max Hoe 5=110(LC 12) Max Uplift 3=-63(LC 12), 4=-8(LC 12), 5=-59(LC 12) Max Gray 3=51(LC 19), 4=36(LC 3). 5=307(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-205/343 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 ad pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20tt; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ;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 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 girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 5. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A Albani PE No.39383 MiTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 QWARNING-V-ft tleslgn parame5eraend BEAD NOTES ON TN/SAND INCLUDED MITEx REFEBANCEPAGEMD-747a env. 10/0 2015BEFORE USE Design valid for use onlywlth Mgek®connectors. This design Is based Only upon parameters flown, and Is for an hdMduol building component, not a hum system. Before use, the building designer must verity the appllCobllity, of design parameters and prapedy Incorporate this design Into Me overall building tleslgn. Bracing Indicated is to prevent buckMg of Individual Muss web and/or chord members only. Adtltlonal 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 antl bracing of trusses and Muss systems. seeAN3UIP11 Quality Criteria, DS5d9 and BCSI Belding Component Safety Irlfoenalbrnvallable from Truss Plate Institute, 218 N. Lee Street Suite 312. Alexantlda. VA 22314. ��- MiTek' 69M Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type i ,_I Oty Ply 1440470-Testa Res. T76120488 1440470 EJ01 Jack -Partial 65 1 Job Reference (optional) Builders hirmsource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 2615:11:04 2019 Page 1 ID:DXHLEZyAZrBSwdZuKwS774yEuSL-ti3d%wIEZdKAatJZPYd7hSAdAxBScBtnAe6Ds3zm6L ST1.5x8 STP = 2x4 II 1220 7-0-0 1-e-5-0-0 Scale=1:24.9 Plate Offsets (X,Y)-- r1:0-0-0 0-1.01 LOADING (psl) SPACING- 2-0-0 CSI. DEFL in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Veri 0.04 4-5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.04 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.14 Horz(CT) -0.07 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Malhii Weight: 24lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=110/Mechanical, 4=43IMechanical, 5=361/0-8-0 Max Harz 5=150(LC 12) Max Uplift 3=-102(LC 12), 4=-8(LC 12), 5=-72(LC 12) Max Grav 3=110(LC 1). 4=82(LC 3), 5=361(LC 1) FORCES. (lb) - Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=346/127 BOTCHORD 1-5=-110/307 WEBS 2-5=-274/469 BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 do purins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpl=0i MWFRS (envelope) and C-C Extedor(2) zone; cantilever left exposed ;C-C for members and tomes & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift at joiht(s) 4, 5 except 01=11b) 3=102. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A Albani PE No.39380 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33810 Date: January27,2019 Q WARNING- V--IYdealgn W--eM'..dREADNOMSONTN/SANDINCLUDEDMREKREFERANCEPAGEM474 mv. 1M1120ISSEFOREUSE Design valid for use only with Wakes 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 applicability of design parameters and property Incorporate this design Into fine overall building design, among 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 win possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and huss "am%seeANSVMII Quality Cmeda. Dseav and eel Rrudng Component 69M Penn, East Firm. Safety nformationovallobie from Truss Fate Institute. 218 N. We Sheet, Suite 312, Alexandria, VA 22314. Terms. FL 33610 Job Truss Truss Type u S Oty Ply 1440470-Testa Res. T16120489 1440470 EJ02 Jack -Partial 6 1 Job Reference (optional) ,y, 2x4 a.2Zu s Nov l a ZUIa MrieKInausmes,mc. Fn Jan 2b lb:ll:Ub Zulu rage1 ID: DxHLEzyAZrBSwdZuKwS7?4yEuSL-Lud?IGmKWSl B1umZFBMEgimmLSgLglwOlmOVzm6K Scale = 1:24.3 3x6 = ST1.5x8 STP= 5.4-0 5-4-0 LOADING (lost) SPACING- 2-" CSI. DEFL, in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.61 Vert(LL) 0.08 3-4 >755 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) 0.07 3-4 >902 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hocl(CT) -0.10 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Weight: 19 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BOTCHORD REACTIONS. (lb/size) 4=187/0-8-0, 2=125/Mechanical, 3=61/Mechanical Max Harz 4=103(LC 12) Max Uplift 4=-17(LC 12), 2=-104(LC 12), 3=-12(LC 12) Max Grav 4=187(LC 1), 2=125(LC 1), 3=94(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-4-0 oc puriins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C formembers and fames & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 test 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 100 Ile uplift at joint(s) 4, 3 except 01=11o) 2=104. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Albani PE No.39388 MTek USA, Inc. FL Cast 6634 6984 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 O WARNING -velKxswig- ParemeMro and READ NOTES ON TN/SAND INCLUDEDMNEKREFERANCEPAGEMIN473 rev. 10Al12015 eEFOREUSE Design valid for use only with Mi connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not a hum system. Before use, the building designer must vstlty the applicability of design parameters and properly Incorporate this design Into the overall building design. among Indicated is to prevent buckling of Individual truss web antl/or chord members only, Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and hum systems. seeANSVrPI7 Quarry Criteria. DS549 and 11= Building Component 69M Perks East Bind. Safety Infonnatbmvalloble from Truv Plate Institute, 218 N. We Sheet, Suite 312 Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type , j Oty Ply 1440470 - Testa Res. T16120490 1440470 EJ03 Jack -Partial 2 1 Job Reference (optional) OOIIUers 111a4.oume, rlam l ay, 11..... e.eeUSNov]oeu]n Mliex[nUu nes,lnc. rn Uanenlnal:Uoame rage] ID:DXHLEzyAZrBSwdZuKwS7?4yEuSL-Lud?IGu5KWS181 umzF8MEgimmLSgLglwOlmOV=GK 7 4 3 3x6 = 54-0 Scale=1:23.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vart(LL) 0.08 3-4 >755 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) 0.07 34 >902 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.10 2 War nta BCDL 10.0 Code FBC2017ITP12014 Matrix-R Weight: 191b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 24 SP No.2 BOT CHORD REACTIONS. (Ib/slze) 4=187/Mechanical, 2=125/Mechanical, 3-61/Mechanlcal Max Horz 4=103(LC 12) Max Uplift 4=-17(LC 12), 2=-104(LC 12), 3=-12(LC 12) Max Grav 4=187(LC 1), 2=125(LC 1), 3=94(LC 3) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 54-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-" oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf;.h=20ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone;C-C for membersand 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-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 truss to bearing plate capable of withstanding 1001b uplift at joint(s) 4, 3 except (jt=lb) 2=104. 6)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 Q WARNING - Vedrydeafgn Pammafersand READ NOTES ON THSANO NCLU)WAff EKREFERANCEPAGEMH-T4Tare¢ YGM20156EFORE USE Design vaild for use only with Mn-M connectors. 1515 tlesign a' -ad only upon parameters flown, and Is for an Individual builtling component, not Nl' a buss system. Before use, the builtling desgner must varny the appllcablllty of design poramet.re and properly Incorporate ihls tledgn Info the overall builtling tlaslgn.&acing indicated is to pravembuckring of lndNlou." web end/or Chord membersonly. Adalllonaltempomry and permanent bracing ' MiTek' Is always requaetl for sloGllty and to prevent collapse wlm pos9bie personal6yury antl property damage. For general gultlance regarding the fobricanan, storage. tlatNery, erection antl bracing of busses and buss systems seeAN3UR11 pualMByy t:M�do, D30-0g antl aC31lWdhp Component 69N Palle East BNE. sooty NfofmotbnOv. Oble ham Truss Plot. Inslaule. 218 N. Lee Sheet W1. 3, 2. Alexontltla VA 22314. Tampa, FL 33610 Job Truss Truss Type Ply 1440470 -Testa Res. T16120491 1440470 EJ04 Jack -Partial Girder 1 1 Job Reference (optional) vididers rlrstsouroe, clam Ury, 11. JJbbb 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 25 15:11:07 2019 Page 1 ID:DXHLEzyAZrBSwdZuKwS7?4yEuSL-HH119yv7sYiIRL284gAgJ5oBF8CIpZkDscKlTOzm61 ST1.5x8 STP= 2x4 II 1-e-o z-ao 6-8-0 ve-o 4. 4.A.n Scale = 1:24.4 Plate ONsets(XY)-- t1:0-1-00-0-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(L-) -0.02 4-5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.03 4-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matdx-MP Weight: 28lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 3=107/Mechanical. 4=204/Mechanical, 5=510/0-8-0 Max Horz 5=135(LC 8) Max Uplift 3=-86(LC 8), 4=-40(LC 8), 5=-94(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 0o pudins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- (8) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp S; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 3) `This truss has been designed for a live load of 20.0pst 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 100 lb uplift at joint(s) 3, 4, S. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 167 lb down and 37 lb up at 3-4-12, and 1671b down and 37 It, up at 5-4-12 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). 8)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead+ Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-6=20 Concentrated Loads (lb) Vert: 9= 167(F) 10=-167(F) Thomas A Alban! PE No.39380 MiTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33810 Date: January 27,2019 Q WARNING- Vedry design Peremetem end READ NOTES ON THIS AND RICLUDED MITEK REFERANCE PAGE UX74T4 rev. ltvavavni BEFORE USE Oesign valid for use only with MnekO connectors. This design Is based only upon parameters shovnt and Is for an IntlMducl buJOing component, not a truss system. Before use, ire bulling designer must verify Me appllcablllty of design parameters and properly Incorporate this design Into Me overall bulling design. Bracing indicated is to prevent buckling of individual muss web and/or chord members only. Addiflonal temporary and permanent bracing MiTek' Is always required for stability and to prevent collopse WIM possible personal injury and property damage. For general guidance regarding the fabrication, storage, delNery, erecaon antl bracing of trusses and truss systems seeANSU1P1l Gloomy Criteria. DSB49 and BCSI BuldtrB Cornatment 6904 Parka East Blvd. Safety m/omratbrnvallable from Truss Plate InsnfuM, 218 N. Lee Street Suite 312, Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type t 1 Oty Ply 1440470-Testa Res. T76120492 1440470 EJ05 Jack -Partial 7 7 Job Reference (actions]) ummers hlrstsource, Plant Grty, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 25 15:11:07 2019 Page 1 ID:DXHLEZyAZrBSwdZuKwS774yEuSL-HHII9yv7sYIIRL284gAgJ5o9RBDvpZgDscKtTOzm61 I fi80 6.8-0 Scale: 1/2'=V ST1.5x8 STP = 2x4 II 1-&2-0-0 6.8.0 1220 -4- 48-0 r Plate Offsets (X Y)— 11:0-0-00-1-01 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.03 4-5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.03 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.13 Horz(CT) -0.06 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-P Weight: 231b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=101/Mechanical, 4=37/Mechanical, 5=350/0-8-0 Max Horz 5=144(LC 12) Max Uplift 3=-96(LC 12). 4=-8(LC 12), 5=-70(LC 12) Max Grav 3=101(LC 1), 4=75(LC 3), 5=350(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 1-2=-317/119 BOT CHORD 1-5=-107/296 WEBS 2-5=-255/423 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-M oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed';C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3, 4, 5. 6)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Ced 0834 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 Q WANNWG- Verlrydeslgn Paramerms.dNEAONOTES ON WISANOINCLUOEOMREKNEFENANCEPAGEMLL7=w. 10=2015BEFONE USE Design valid far use only wIM M6ei� connectors. rhls design Is basetl oNy upon parameters shown, and Is for an IntlNitlual bu0tling component, not a huss system. Before use, Me building tleagner must verity the appilcablllry of tleslgn Parameters antl propetly Incorporate this tleslgn Into the overall building tlengn. Bmcing lntlimtetl lsfoprevent buckling of lntlNidual huss web and/or chord membersonly. Atltlltlonal tamparory and permanent bracing MiTek' Is always required for %robalry antl to prevent collapse with postible personal Nlury antl property damage. For genarol guidance regortling ttre fcod arm, storage. tl.1ty N. erection and bracing of busses antl huss sysremx seeµ3l/IPI7 QuaB�. CMMo. 033419 antl aG31 Nrldbg Component Sahry mlormatbrpvailable from Truss Fiote Institute. 218 N. Lee Street Suite 312: Alexandrlo, 22314. 690a Parka East BNd. Tampa, FL 33610 VA Jab Truss Truss Type , 4Oty Ply 1440470 - Testa Res. T16120493 1440470 EJOG Jack -Partial 8 7 .imn aoremroe ranrn„an Binders YusiSource, Plant city, FL 33565 8.220 a Nov 16 2018 MiTek Industries, Inc. Fri Jan 25 15:11:08 2019 Page 1 ID:DxHLEzyAZrBSwdZuKwS7?4yEuSL-ITJ8Nlwldrgc2VdLeNh3sIKL1YZ7Y?ON5G4R?gzm6H 2-0-0 4-0.0 7-UO 2-0-0 l 2-0.0 1 3-0.0 Scale = 1:25.3 ST1.54 STP = 2x4 II LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES .Code FBC2017/TPI2014 CSI. TC 0.37 BC 0.23 WB 0.10 Matrix-SH DEFL. in Ve It0.04 Vert(CT) -0.05 Horz CT) 0.03 (too) Vdefl L/d 4-5 >999 360 4-5 >999 240 3 n/a We PLATES MT20 Weight: 30111, GRIP 244/190 Fp=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-" on puffins. BOT CHORD 2x4 SP No.2 -Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 1-6: 2x6 SP No.2, 5-6: 2x4 SP No.3 10-0-0 oc bracing: 4-5. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 3=111/Mechanica1,4=49/Mechanical,7=391/0-8-0 Max Horz 7=147(LC 12) Max Uplift 3=-88(LC 12), 4=48(LC 12), 7=-66(LC 12) Max Gmv 3=111(LC 1).4=88(LC 3), 7=391(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-7=-281/347 NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst; BCDL=3.Opst h=20ft; Cat 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 7. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 Q WAHNWO-Venfydesrgn P4rameten4Ad NEAUNOTES ON TN/SANDINCLUDEDMREKHEFERANCEPAGEUX74mmv. 16T142015DEFOSE USE ��- Design valid for use oNywith Mlrek®aonnecfors. rhis dedgn Is based only upon parameters shown and Is for on Individual bulding component, not a hors system. Before use, the buiding de9gner must verity the applicability of design porameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual buss web and/or chord members orly. Additional temporary and permanent brocing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and buss system seeANSVD91 Cualmr Cribb, DS8419 mid 3C31 auiding Component 6904 Parke East BNd. Sooty Infomtalbnavallobie from Tnrss Plate Institute, 218 N. Lee Shoat Suite 312. Alexandrim VA 22314, Tempe, FL 33610 Job Truss Thus Truss Type x Oty Ply 1440470 - Testa Res. T16120494 1440470 Jack -Partial q 1 Job Reference (optional Builders Pirsspource, Pram ury, FL 33566 8,220 9 Nov 16 2018 MITek Industries, Inc. I'd Jan 25 15:11:09 2019 Page 1 ID:DXHLEzyAZrBSwdZuKwS7?4yEuSL-DfsW ae)NO9yTgeBXC5CIOWtZeywoHSi WJwp-XHzm6G ST1.5x8 STP = 20 11 1-8.0 A0.0 5.0.0 1-P�d d� 9.n.a � Scale = 1:20.1 Plate ONsets(XY)- f1:0.0-00-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 4-5 >999 360 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) 0.00 4.5 >999 240 BCLL 0.0 Rep Stress lncr YES WB 0.10 Horz(CT) -0.02 3 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 171b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ito/size) 3=50/Mechanical, 4=8/1VIechanical, 5=307/0-8-0 Max Horz 5=110(LC 12) Max Uplift 3=-63(LC 12), 4=-8(LC 12). 5=-59(LC 12) Max Grav 3=51(L3 19), 4=36(LC 3), 5=307(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All tomes 250 (lb) or less except when shown. WEBS 2-5=-205/343 BRACING- TOPCHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opst h=20ft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left exposed ;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed 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 100 It, uplift at joint(s) 3, 4, 5. 6)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albert PE No.39389 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: January 27,2019 Q WANNWG-Verity JesrgnpemmeteraendRUDNOTES ON TN/SANONCLUOFDMREKRUERANCEPAGEM 74Mrev. 101122p1SHEFORE USE Design valid for use only with MneM connectors. This design 6 based only upon parameters shown, and Is for an Individual building component, not a puss system. Before use, the building designer must verify. the appllcablllty of design parameters and properly Incorporate this design Into Me overall 1k n building design. Bracing Indicated is to prevent buckling of lndNiduai truss web and/or chord members only. Adtlltlonol temporary and permanent bracing ,y'fTek' Is always required for stablily, antl to prevent collapse with posvba personal rVury and property damage. For general guaance regarding the fabrlcotlon, storage, delivery, erection and bracing of frusses and truss systems SeeANSI/1PII Cup1By CMeM, DS549 and SCSI Building Component 69M Parka East BNd. Safety Infomsallo avolobie from Truss Plate Institute, 218 N. Lee Street Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type 4 Oty Ply 1440470 -Testa Res. T76120495 1440470 EJOB Jack -Partial 4 1 Job Reference (optional) auilaers ri srsource, VIM ury, rL J 1bbb 2x 4 3x4 = 3-10-8 8.220 a Nov 16 2018 MITek Industries, Inc. Fri Jan 2515:11:10 2019 Page 1 I D:DXHLEzyAZrBSwdZuKwS774yEuSL-hrOuo_X19T4JIomjmokX4QfmMEI OwXfYaZY41=6F 3 Scale=1:18.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.02 3-4 >999 3160 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.02 3-4 >999 240 BCLL 0.0 ' Rep Stress Mar YES W B 0.00 Horil(CT) -0.03 2 n/a file 1 BCDL 10.0 Code FBC2017ITP12014 Matrix-R Weight: 13lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 4=136/Mechanical, 2=93/Mechanical, 3=43Mlechanical Max Hom 4=75(LC 12) Max Uplift 4=-12(LC 12), 2=-78(LC 12), 3=-7(LC 12) Max Gray 4=136(LC 1), 2=93(LC 1), 3=69(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-10-8 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCOL=3.Opsf; h=20f ; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load 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 beading plate capable of withstanding 1 GO lb uplift at joint(s) 4, 2, 3. 6)'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A Albani PE No.39380 MTek USA, Inc, FL Cert 0634 6904 Parke East Blvd. Tampa FL 33810 Date: January27,2019 O WARNMO-Verity ✓eaigni tamefemmd READN07ES ON TNI3ANDWCLUDEDM1FEKJMP FUNCEPAGEUa742amx. raNS4016BEFOREUSE valid for use only with Mge0.®connectors. Mb desgn Is based only upon parameters shown, and Is for an Individual building component not OrDedgn a truss system. Before use, Me building tleslgn., must verity Me appllcabllity, of design parameters and propetly incorporate this design Into the overall building design, Bracing Indicated is to prevent buckling of lndNktual truss web and/or chord members only. Addltlonal temporary and partnanent bracing ss MlTek' is always real for stability and to prevent collapse with posdble personal Injury and property damage. For general guidance regarding Me fabrication, storage, delivery, erectton and bracing of trusses and Muss systems seeANSU1Plt Quality Criteria. DS049 and ICSI building Component Safety brformatbrxrvallobie Mom Truss Rate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314, 69M Parke East Bivd. Tampa, FL 33610 Job Tess Truss Type , co Ply 1440470 •Testa Res. T76120496 1440470 EJ09 Jack-Partiall 12 1 Join Reference o tional owmem nmrouur, rrem Cony, rL oa000 8.22U a Nov 16 2UI5 MI I ex Industries, Inc. Fn Jan 25 15:11:11 2019 Page l ID:DXHLEzyAZrBSwdZuKwS7?4yEuSL-92 G?Jydw CAvyLvJWFmUxypPmaglLcpnDl5c9zm6E I Scale = 1:28.4 2xa 20 II 29-0 7-0 td-0 2-0a2-SB 67-0 41oa to-0-a�o-se1 I atoa 6�' oaa o-t-e Plate Oftsets(X,Y)— (1:0-0-00-1-01 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP - TCLL 20.0 Plate Gdp DOL 1.25 TC 0.47 Vert(LL) 0.04 4-5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.04 4-5 >999 240 BCLL 0.0 ' Rep Stress [nor YES WE 0.14 Horz(CT) -0.07 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Mahlx-SH Weight: 331b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 off puffins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-11: 2x4 SP No.3 WEBS 2X4 SP N0.3 REACTIONS. (lb/size) 3=110/Mechanical, 4=43/Mechanical, 5=361/0-8-0 Max Harz 5=150(LC 12) - Max Uplift 3=-102(LC 12),,4=-8(LC 12), 5=-72(LC 12) Max GMV 3=110(LC 1), 4=82(LC 3), 5=361(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-346/127 BOTCHO_RD 1-5=-110/307 WEBS 2-5=-274/469 NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.OpsG h=20ft; Cat.]]; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) mine: cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60,plate grip D0L--1.60 2) This truss has been designed for a 10.0 psf bottom chord live load 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 100 lb uplift at joint(s) 4, 5 except Gt=lb) 3=102. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A Albani PE No.39380 MTek USA, Inc. FL Cert 6834 6904 Parke East Blvd Tampa FL 33610 Date: January 27,2019 O WARNING-Vedrydeelgnparameteneed REAONOTESONMISANDWCLUDEDMFFEKREFERANCEPAGEMD74MT V. 144134DISBEFOREUSE Design volla for use only wlth Mgek0connoctors.ID6 design Is based only upon parameters shown, and Is for an Indivlival building component not a truss system. Before use, me building designer must verify the appllcotelllN of design parameters and property Incorporate this design Into the overall building design. Bidding Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing b always required for stabllity and to prevent collapse with possible personal hjury and propedy damage. For generol guidance regarding the fobdcollorn storage, delivery, erection and bracing of trusses and truss systems, seeANSV1P11 QuallNy. Criteria. DSI419 and SCSI Building Component Safety Infcenatbrvevolioble from Truss Plate Institute, 218 N. Lee Street Sults 312. A sixondrla VA 22314. ��• TBk• M�I 6904 Parke Ent Blvd. Tampa, FL 33610 7 Job Truss Truss Type j Oty ply 1440470 -Testa Res. T76120497 1440470 HJ01 Diagonal Hip Girder 9 7 Job Reference (Optional) Builders FirstSource, Plant City, FL 33566 2x4 II 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 25 15:11:12 2019 Page 1 ID:DXHLEzyAZrBSwdZuKwS7?4yEuSL.eEYeDlzFg4K1X6w6tDm?OBVyr9dUpty?t2e8bm6D a d Scale = 1:22.9 2-3-15 U-5.19 7-0-8 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.12 4-5 >704 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.63 Vert(CT) 0.14 4-5 >605 240 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(CT) -0.13 3 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 32 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=135/Mechanical, 4=30/Mechanical, 5=336/0-11-5 Max Horz 5=150(LC 4) Max Uplift 3=-1361LC 8), 4=-24(LC 8), 5=-002(LC 4) Max Grav 3=135(LC 1). 4=92(LC 3). 5=391(LC 35) FORCES. (lb) - Max. Comp./Max. Ten. -All tomes 250 (Ib) or less except when shown. WEBS 2-5=-323/250 NOTES- (8) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=3.Opsf; h=20tt; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 4 except 61=11b) 3=136, 5=302. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated load(s) 58 lb down and 131 Ib up at 4-2-15, 58 lb down and 131 lb up at 4-2-15, and 27 lb down and 58 lb up at 7-0-14, and 27 Ib down and 58 lb up at 7-0-14 on top chord, and 17 lb down and 97 lb up at 4-2-15, 17 It, down and 97lb up at 4-2-15, and 20 lb down and 12 It, up at 7-0-14, and 20 Ib down and 12lb up at 7-0-14 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (plo • Vert: 13=-54, 1-4= 20 Concentrated Loads (lb) Vert: 6=91(F=46, B=46) 8=118(F=59, B=59) 9=13(F=6, B=6) Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January27,2019 Q WARNING - Veritydeslgn ParemetM.dBEAD NOTES ON THISAND INCLUDED MBEKREFERANCEPAGE M67V3 rev, teaa401SBEFOBE USE Nil Design vaild for use oNy wlm Mrei�cannadors.IDe designb based oNy upon parameters shown. and Is for on md"Id bustling component, not a truss system. Before use, me bustling designer must verity ma opplicabslty of design parameters and properly Incorporate this design Into ma overall building tleslgn. Brocing lndicatetl is to prevent bucWingof,,c,vldu.l truss web and/orcnord members only. Additional temporary and permanent bracing MfTOk b always required for stability and to prevenicdlapse with possible personal injury and propeM tlamage. For gene..i gultlance regortling Me fobrlcoaon, storage, tlellve, erection antl bracing of trusses and buss systems saeAN31/IPII OVoiBy Cb�b; Dsade and 6D61 WldVlp Gmponml 69M Parke Easi Blvd. Sabty Nformafbnavasoble tram Truss Rote Institute. 21 S rt Le a Sfreet..uite 312. Alexana". VA 2231 d. Tempe. FL 33610 Jab Truss Truss Type � OIY�Ply�144�Re8T16120498 1440470 HJ02 Diagonal Hip Girder 1 al Builders FrstSource, Plant City, FL 33566 2xa II 8.220 s Nov 16 201 B MiTek Industries, Inc. Fri Jan 25 15:11:13 2019 Page 1 ID:DXHLEzyAZrBSwdZUKwS774yEuSL-6Q61Q7_uROSu9GVIR)HEZM277Z9gDGB6EXnCg2zm6C Scale = 1:22.8 2-3-15 0-5-10' 6.6-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.11 4-5 >737 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) 0.13 4-5 >624 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.07 Horz(CT) -0.14 3 r✓a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 30 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=120/Mechanical, 4=21/Mechanical, 5=325/0-11-5 Max Horz 5=143(LC 4) Max Uplift 3= 129(LC 8), 4=-26(LC 8), 5=-295(LC 4) Max Grav 3=120(LC 1), 4=80(LC 3), 5=380(LC 35) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-5_ 305/234 NOTES- (8) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 pat bottom chord live load nonconcument with any other live loads. 3) *This truss has been designed for alive 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 truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 4 except 61=11b) 3=129, 5=295. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 58 lb down and 131 lb up at 4-2-15. 581b down and 131 Ib up at 4-2-15, and 27 Ib down and 58 Ib up at 7-0-14, and 27 Ib down and 58 lb up at 7-0-14 on top chord, and 17 lb down and 97 lb up at 4-2-15, 17 Ib down and 97lb up at 4-2-15, and 20 Ib down and 12 Ib up at 7-0-14, and 20 lb down and 12 It, up at 7-0-14 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). 8) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plQ Vert: 1-3=-54, 1-4=-20 Concentrated Loads (lb) Vert: 6=91(F-46, 8=46) 8=118(F=59, B=59) 9=13(F=6, B=6) Thomas A ldbani PE No.39380 fill USA Inc, FL Cent 8634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 AWARNING -VeritydeslgnParamete..dREADNO1TSONTNISANDINCLNDWMREKREFEBANOEPAGEM1474mmv.10132015BEFOHEUSE Design valid for use only with MneM 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 veeN the opplicoblllty of design Parameters and properly Incorporate MIS design Into the overall builtling design. Bracing Indicated b to prevent buckling of Individual Muss web and/or chord members only. Addltlonoi temporary and permanent bracing MiTek' S always required for stability and to prevent coilopse writ possible personal injury and property damage. For general guidance regarding the tobrkmtlon, storage, all erection and brining of trusses and truss systems seeANSVMII Cuo@y Criteria. DS049 and ICSI Building Component Salsty Informatkrsgvalloble from Truss Plate Institute, 218 N. Lee street. Suite 31Z Alexandria. VA 22314. 69M Parka East Blvd. Tamp., FL 33610 Job Truss Truss Type y Oly Ply 1440470-Testa Res. T76120499 1440470 HJ03 Diagonal Hip Girder q 1 Job Reference o tional Builders FirstSource, Pled City, FL 33566 2x4 II 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 2515:11:14 2019 Page 1 ID:DXHLEzyAZrBSwdZuKwS774yEuSL-adgPdL_WChblm04U7eoT5ZaHv WHylanFTB%IDUzm6B Scale=1:19.1 2-3-15 '0.5.10, - 4-2-9 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Vde6 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.04 4-5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) 0.08 4-5 >647 240 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(CT) -0A3 3 n1a n/a BCDL 10.0 Code FBC2017/rP12014 Ma1d*SH Weight: 23 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (IWsize) 3=3aWechanica1, 4=-27/Mechanical, 5=294/0-11-5 Max Horz 5=11 O(LC 4) Max Uplift 3=-69(LC 8). 4=-60(LC 19), 5=-262(LC 4) Max Gray, 3=45(LC 35), 4=40(LC 24), 5=329(LC 35) FORCES. (Ib) - Max. CompJMax. Ten. -Aft forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (8) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 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 100 lb uplift at joint(s) 3, 4 except (jt=lb) 5=262. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 58 lb down and 131 lb up at 4-2-15, and 58 lb down and 131 lb up at 4-2-15 on top chord, and 171b down and 97 Ib up at 4-2-15, and 17 lb down and 97 Ib up at 4-2-15 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). 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' .LOAD CASE(S) Standard 1) DSad+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3— 54, 1-4=-20 Concentrated Loads (lb) • Vert: 6=91(F=46, B=46) 7=118(F=59, B=59) Thomas A Albani PE No.39380 MiTek USA, Inc, FL Cert 6634 69114 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 QWARNING-Verify Beslgnparamelenend REAONOTES ON TAUS AND INCLUDEOMMEKBEFERANCEPAGEMP74"mre la0=015BEFOBE USE Design valid for use only with Mffeldy connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, Me building designer must verity Me applicability of design parameters and properly Incorporate Mis design Into Me overall buUdhg design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Acid16cnal temporary and permanent bracing MiTek' prevent Is always required for shii and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fabrication, storage, delivery, erection and bracing of trusses and truss system% seeANSIBPII Gualppyy CrIMM, D554 9 and 6CSI Building Component 69U Perko East Blvd. Safbty Intormalbaavallabie from Truss Plate Irstitute, 218 N. Lee Street, Suite 31Z Nw cndfo, VA 22314, Tampa, FL 33810 Job Truss Truss Type . Ply 1440470-Testa Res.T16120500 1440470 HJ09 Diagonal Hip Girder 7ty 1 Job Reference a tional Builders HrstSource, Flare City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 25 15:11:15 2019 Page 1 ID:DKHLEzyAZd3SwdZuKwS7?4yEuSL-2pEnrh?8z?jcOZ81YLIien7TBNr1dWaOlrGJIw 6A a to Scale = 1:27.8 2x4 II 2x4 11 9101 2315 2-9-9 3-5-12 y44 9d1 to a. I 3 5E13 0-2-e LOADING (psf) SPACING- 2-M Cat. DEFL. in (too) Vdefl Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.11 4-5 >771 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) 0.14 4-5 >613 240 BCLL 0.0 ' Rep Stress Incr NO W B 0.08 Horz(CT) -0.14 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-SH Weight: 44lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-" oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=135/Mechanical, 4=33/Mechanical, 5=338/0-11-5 Max Horz 5=150(LC 4) Max Uplift 3=-140(LC 8), 4=-22(LC 8), 5=-303(LC 4) Max Grav 3=135(LC 1), 4=92(LC 3), 5=391(LC 35) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-5=-322/257 NOTES- (8) 1) Wind: ASCE7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opst h=20f ; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100lb uplift at joints) 4 except Qt=lb) 3=140, 5=303. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 58 lb down and 131 lb up at 4-2-15, 5B lb down and 131 lb up at 4-2-15, and 27 lb down and SB lb up at 7-0-14, and 37 lb down and 66 lb up at 7-0-14 on top chord, and 171b down and 97 lb up at 4-2-15. 171b down and 97 lb up at 4-2-15, and 20 lb down and 12lb up at 7-0-14, and 19lb down and 8 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, (cads applied to the face of the truss are noted as front (F) or back (B). 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 1-4=-20 Concentrated Loads (Ib) Vert: 12=91(F-46, B=46) 14=118(F=59, B=59) 15=8(F=1, B=6) Thomas A Albani PE No.39380 61Rek USA, Inc. FL Cad 6834 6904 Parke East Blvd. Tampa FL 33610 Data: January 27,2019 O WARNING- Vedfydesfgnpmemeferaend READ NOTES ON THIS AND INCLUDEOMmEKREFERANCEPAGEN67473te1. 1011342015BEFORE USE Design valid for use only with Maek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verlfy the applicablify of design parameters and property Incorporate This design Into The overall building design. among Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent brocing MiTek' k always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage; delivery. erection and bracing of trusses and muss systems. seeANSVIPit QuoB9lryy Criteria. DSB49 and SCSI Madbp Component 6904 Parke East Blvd. Safety InformationOmIlable from Truss Plate Institute. 218 N. Lee Street Suite 312. Alexandra VA 22314, Tampa. FL 33610 Job Truss Thus Type , ,r Ply 1440470-Testa Res. T76120501 1440470 PB01 Piggyback 1 Job Reference o tional Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek industdes, Inc. Fd Jan 2515:11:16 2019 Pagel ID:DXHLEzyAZrBSwdZuKwS7?4yEuSL-W?o921 OmkJrTOjEt63gxA ghZnFyObhYwVOsHNzm69 4x4 = Scale = 1:47.3 3x4 = 15 14 16 13 12 17 11 10 3x4 = 3x4 = 27-11-2 LOADING (psQ SPACING- 2-0-0 CSI. DEFL, in (too) Well Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.00 8 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.00 .8 n/r 120 BCLL 0.0 ' Rep Stress Incr YES W B 0.22 Horz CT) 0.00 a n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 1061b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 25-11-15. (lb)- Max Horz 2=111(LC 11) Max Uplift All uplift 100 lb or less atjoint(s) 2, 12, 8 except 14=-231(LC 12), 11=-231(LC 13), 15>733(LC 12), 10=-132(LC 13) Max Gmv All reactions 250 It, or less at joint(s) 2, 8 except 12=550(LC 19), 14=484(LC 19),: 11=484(LC 20), 15=275(LC 1), 10=275(LC 1) .FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.. TOP CHORD 4-5=-119/270, 5-6=-1191270 WEBS _ 5-12=-266/83, 4-14=340/442, 6-11=-340/442, 3-15=-200/274, 7-10=-200/274 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsf; h=20ft1 Cat. 11; Exp B; Encl., GCpl=0.18; MWFRS (envelope) 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 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 Oaf 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 2, 12, 8 except Qt=lb) 14=231, 11=231, 15=133, 10=132. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9)'This manufactured product is designed as an individual building component. The suitability and use of this Component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A Alban! PE 140.39390 MiTek USA, Inc. FL Cart 6634 69114 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 QwARN/NG- VerWdOegn Pemmewm=dRF NOT SONTMSANO INCLUDED MREKREFERANCEPAGE161LL7473mv. 10=01S BEFORE USE Design valid for use only wish M9ek®eonnecfors. Tnls design b based oNy upon p.rpmeters shown, antla to Inc, dud bulldog oomponont, not a truss system. Betore use. Ma bulltling designer must verity th0 opplicoblllty of design Porometers and properly Ina.rp.r.te this design mto the overall bulltling des sonBmCing Indlc.tod B to prevent buekling of lndtviduol truss web.nd(Orchortl members oNy. Atltlitlona temporary Cntl perm.nenlbr.dng O.Iways requlretl for stabrlN and to prevent collapse wlm possible person., injury antl property doM.D. For gonerd guidance reg."-g the tobric Von, storage, c.".,y, erection antl bracing of truss. on, hues systems, seeANSI/IP11 Quomy Cm�m, OSa-09 and aCs1 auldbp Cgmpgnmt Sgbty NI... brie p., b,. horn Truss Rafe Institute, 218 N. Lee Sheet. Sulfa 312. Alex.non.. VA 2231 d. MiTek' 6904 Peike Eael BNtl. Tampa, FL 33610 Job Truss Truss Type y�7tyPly�1440470Testa Res.T16120502 1440470 PB02 Piggyback nce options l Builders FIrSlSource, Plant Clty, FL 33566 6.220 s Nov 162018 MiTek Industries, Inc. Fri Jan 25 15:11:172019 Page 1 ID:DXHLEzyAZrBSwdZuKwS774yEuSL-_CLXGNI OVczHdlp3gmMAICCuOAb394Wh991Pgpu 68 11-11-9 15-11-9 27-11-2 11-11-9 4-0-0 71-11-9 - 1 Scale: 1/4'=1' 3x4 = 30 = 11 )m o^ d d 3x4 = 17 16 18 15 14 19 13 12 3x4 = 3A = Plate Offsets (X Y)— f5:0-2-00-2-81 A:0-2-00-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.00 10 Nr 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.00 10 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Hoa(CT) 0.01 10 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matfil Weight: 1041b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 25-11-15. (Ib) - Max Holz 2=95(LC 11) MaxUplift All uplift 100 lb or less at joint(s) 2, 14, 10 except 16_ 191(LC 12), 13=-190(LC 13), 17=-149(LC 12), 12=149(LC 13) Max Gray All reactions 2501b or less at joint(s) 2, 10 except 16=445(LC 19), 14=474(LC 2), 13=444(LC 20). 17=293(LC 1), 12=293(LC 1) FORCES. (lb) -Max. Comp.lMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-264/130,4-5=-269/309, 5-6=-185/322, 6-7=-185/322, 7-8=-269/309, 8-9— 264/130 WEBS 4-16=-301/366, 8-13=-301/366, 3-17=-221/310, 9-12=-221/310 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20h; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gablerequires continuous bottom chord bearing. 6) This truss has been designed for a 10.01 bottom chord live load nonconcument with any other live loads. 7) ' 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 = I0.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14, 10 except (jt=Ib) 16=191, 13=190, 17=149, 12=149. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Alban! PE No.39380 kliTek USA, Inc, FL Cart 66U 69D4 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 AWARNNG-VedfydeefaOP-M.fersaOdREADNOTESONMISANDINOLUDEGMIFEKREFERANCEPAGEM&74Mmv.1624Y2015BEFOREUSE Design valid for use only with MBek® connectors. ruts design is based only upon parameters shown, and Is for on Individual building component, not a truss system. Before use, the building designer must verity Me applicability of design parameters and properly Incorporate this design Into the overall building design, Bracing Indicated is to prevent bucl,ing of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property domoge. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems meANSVMII Quafmyy Criteria, D35419 and BCS1 Mading Component Safety lnfopnotbncoaDable from Truss Rate Indite. 218 N. Lee Street, Suite 312, Alexandria. VA 22314. MiTek' 69M Parke East Blvd. Tampa, FL 33610 Job Truss Thus Type aQy ly 1440470 - Testa Res. T16120503 144 P03 Piggyback 2 1 Job Reference o 0ona1 Builders FlrstSource, Plard City, FL 33566 3x4 = 8.220 s Nov 16 2018 MTek Industries, Inc. Fri Jan 2515:11:19 ID:DXHLEzyAZrBSwdZuKwS7?4yEu5L-waTlh32e1 ED2tBy5nBOeodHFH GZd_y_c 1-9 27-11-2 3x4 = 3x4 = 17 16 1B 15 14 19 13 12 3x4 = 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-" Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 REACTIONS. All beatings 25-11-15 Scale: 1/4'=V CSI. DEFL. in (too) Well L/d PLATES GRIP TC 0.23 Vert(LL) -0.00 10 n/r 120 MT20 244/190 BC 0.43 Vert(CT) 0.00 10 n/r 120 WB 0.12 Horz(CT) 0.01 10 n/a n/a Matdx-SH Weight: 102 lb Fr=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-M oc purtins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. (lb) - Max Horz 2=-79(LC 10) Max Uplift All uplift100 Ib or less at joint(s) 2, 10 except 16=-148(LC 12), 14=-122(LC 9), 13=-145(LC 13). 17=162(LC 12), 12=-163(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 16=406(LC 19), 14=547(LC 2). 13=404(LC 20), 17=300(LC 1), 12=300(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-16=-248/306, 6-14=-274/244, 8-13=-248/306,3-17=-230/327, 9-12=-230/326 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL--3.Opst h=20ft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (envelope) 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 3) Provide adequate drainage to.prevent water ponding. 4) Ali plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 pal bottom chord live load nonconcument with any other live loads. 7) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-" tall by 2-M wide will fit between the bottom chord and any other members, with BCDL= 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10 except (jt=lb) 16=148, 14=122, 13=145, 17=162, 12=163. 9) Sne Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A Alban! PE No.39380 MTek USA, Inc. FL Cott e634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 QWARNWG- Wrirydesignparametersend REAONOTES ON 7NISANOINCLUDWMREKREFERANCEPAGEM6747Jrev. iWDYlerSBEFOREUSE Design valid for use only wim Milek® cannect-n 7N5 design a basetl only upon parameters shown, antl Is for an IntlNldual building component, not o truss sy4lem. Before use, the bulltling designer must vetlfy the applicabllily of tleslgn parameter antl properly Incorporate MIs tleslgn Into }he overall bulltling tleslgn. Bracing lndicofed is to prevent buckling of lad" ual buss web and/or chord members only. Atltlftlonal temporary and perm anent bracing b always regulretl for sfabilily and fo prevent collapse wlm passible personal Niury and properly tlamoge. Forgeneral guitlance regarding the fobriconon, storage, tlelNery, erecilon antl brocNB of busses and truss wslemS seeANSI/IPII Oua11M Ds!-09 antl SCSI Bu1of C rcpon.nf selNy In,.. fkm.,.tobla Pram Truss Plate Ins6tofe. 218 N. Lee street suite 312 Alexontlrlo. VA 22 14. W'' MiTek' 6904 Parke East BNd. Tampa, FL 33610 Job Truss Truss Type , If Oty Ply 1440470 -Testa Res. T16120504 1440470 P804 Piggyback 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 25 15:11:20 2019 Page 1 ID:DXHLEzyAZrBSwdZuKwS774yEuSL-Pn1 gu03HoXLvULXeLvvtLggNFOf WMRKBr7_3Q8=65 27-11-2 27-11-2 Scale: 1/4'=l' 4x6 = 46— — 4 5 6 b 3x4 = 15 14 13 12 11 10 3x4 = 3x4 = 27-11-2 27-11-2 .LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (too) I/defl L/d PLATES GRIP TCLL 20.0 ,Plate Grip DOL 1.25 TC 0A0 Vert(LL) -0.00 9 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.00 9 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Hoa(CT) 0.00 8 rda Na - BCDL 10.0 Code FBC2017WTPI2014 Mal Weight: 100 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pull BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 25-11-15. (lb) - Max Horz 2=62(LC 11) Max Uplift All uplift 100 lb or less at joints) 2, 14, 11, 8 except 12=-187(LC 9), 15=-176(LC 12), 10=-176(LC 13) Max Grav All reactions 2501b or less at joints) 2, 8 except 12=497(LC 23), 14=374(LC 23), 11=374(LC 24), 15=318(LC 23), 1 0=318(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 5-12=-374/344,4-14=-260/223, 6-11=-260/223, 3-15=-249/346, 7-10=-249/346 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--4.2psf; BCDL=3.Opsf; h=20ff; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for membersand forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are 2x4 MT20 unless otherwise indicated.. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live Iliad nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Tit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 2, 14, 11, 8 except (jt=lb) 12=187, 15=176, 10=176. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Alban PE No.39380 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 QWARNING- Verllydeslgaparsmele..d REAONOTES ON TNISANOINCLUOEO UMEKREFERANCEPAGEM&74)aree 101=015 BEFORE USE Design valid for use only with Mi connectors. this design Is based only upon parameters showa and is for on Indbidual building component, not o truss system. Before use, the building designer must verity the applicability of dedgn parameters and propedy Incorporate this design Into the overall buildingde4gn. Bracing Indicated is to budding Individual truss web and/or chord members only. Additional temporary and permanent bracing MjTek' prevent of Is always required for stablllty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricaaon, storage, delivery, erection and bracing of trusses and truss systems, seeANSNIPIJ Quality Cdtoda, OSB419 and SCSI Building Component Safety Informationavoiloble from Truss Plate Institute, 218 N. Lee Sheet Suite 312, Alexontltlo, VA 22314. 69M Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply 1440470-Testa Res. r T76120505 1440470 P505 Piggyback 2 1 Job Reference (optional) Summers FIreasoufce, Plant uny, FL 33566 8.220 s Nov 16 2018 MiTek Industries. Inc. Fri Jan 25 15:11:212019 3x4 = 3x4 = 6.00 12 4 5 6 7 8 a n ^ 1 3x4 = 17 16 15 14 3x4 = 13 12 3x4 = Scale: 1/4'=V Plate Offsets(XY)-- [4:0-2-00-2-B][B:0-2-00-2-81 LOADING last) SPACING- 2-0-0 CS]. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.00 10 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.00 10 n/r 120 BCLL 0.0 ' Rep Stress Mar YES WB 0.10 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code FBC2017/1712014 Matrix-SH Weight: 95 lb FIF=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 25-11-15. (lb) - Max Horz 2=-46(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 10 except 16=-134(LC 9), 14=-170(LC 8), 13=-132(LC 8), 17=-119(LC 12), 12=-117(LC 13) Max Gmv All reactions 250 lb or less at joint(s) 2, 10 except 16=402(LC 23), 14=465(LC 23), 13=402(LC 24), 17=269(LC 23), 12=269(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 5-16=-288/254, 6-14=-342/327, 7-13=288/254 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=3.Opsf; h=20ft; Cal.]]; Exp B; Encl., GCpi=0.18; MWFRS (envelope) 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 3) Provide adequate drainage to prevent water parroting. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 2, 10 except (jt=11h) 16=134, 14=170, 13=132, 17=119, 12=117. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A Albanl PE No.39360 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 O WARNWG-Verltydes1sMXamefersand READNOTES ON MN ANDWCLUDEDMREKREFERANCEPAGEMp74nJ ,.. 10,93,201513 F011E USE Design valid for use only with MneldlT conneCtors. This design Is based only upon parameters shown, and Is for an IndlNtlud bullding component, not a buss system. Before use, Me building designer must verify Me applicabllny of design parameters and properly Incorporate this design Into the overall buialingdesign. Bracing Indicated 6toprevent buckling ofindividual trussweband/or chord members only. Additional temporary and permanent bracing 0 always required for stability and to prevent collapse win possible personal injury and property damage, For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, seeANSI/IPII Duality CMMa. DS549 and SCSI Balding Component Safety tnl0rma1b11woJoble from Truss Plate Insmute, 218 N. Lee Street, Suite 312. Alexandrh VA 22314. MiTek' 69M Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type x City Ply 1440470-Testa Res. T76120506 1440470 PBO6 Piggyback 2 1 1 Jab Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 2515:11:22 2019 Page 1 jl� d 6 6.00 12 KnIIB 5x6 = 3x4 = 8 9 3x4 = 17 16 15 14 13 12 3x4 = 3x4 = Scale: 1/4'=1' Plate Offsets (x Y)-- 14:0-2-0,0-2-81 f6:0-3-0 0-3-01 l8.0-2-0 0-2-81 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in floc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.33 Vert(LL) -0.00 10 n/r 120 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.00 10 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Hoa(CT) 0.00 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 891b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. Allbearings25-11-15. (Ib) - Max Horz 2=-30(LC 10) Max Uplift All uplift 1001b or less at joint(s) 2, 17, 12, 10 except 16=-145(LC 9), 14=-164(LC 8), 13= 144(LC 9) Max Gmv All reactions 250 Ito or less at joint(s) 2, 17, 12, 10 except 16=413(LC 23), 14=458(LC 23), 13=413(LC 24) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 5-16=-299/284, 6-14=-335/321, 7-13=-299/283 NOTES- (10) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIf=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpl=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and tomes & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads. 7) - 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 17, 12, 10 except 01=11o) 16=145, 14=164, 13=144. 9) Sae Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Alban! PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 ,&WARNING-Verftydeslg-P as.O m.dREADNOTES ON TNISANDWCLUDEDMREKREFERANCEPAGEMIL74n3r laT]R0151JEFORE USE. Design volld for use only with Mnekta connectors. This design a based only upon parameters shown. and Is for an Individual bu dIng component, not �� a truss system. Before use, the bulltling designer must verify the oppllcabllity of design parameter 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 bracling MiTek' Is always required for stability and to prevent collapse Wth leasable personal Injury and property damage. For general guidance regarding the fabrication storage, delivery, erection and bracing of hus;es and truss systems, seeMSVIFIi gualffir Cmr.M. 039-09 entl BC51 Building Component 6904 Parke East Blvd. 9abb Infeenrdbrtova0oble from Truss Rate Institute. 218 N. We Sheet, Sulte312. Alexondda. VA 22314, Tampa. FL 33610 Job Truss Truss Type ., Ply 1440470-Testa Res. T76120507 1440470 T01 Hip Gilder �Qty 1 1 Job Reference (optional) Builders Firstsource, Plant utty, PL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 25 15:11:25 2019 Page 1 ID:DXHLEzyAZrBSwdZuKwS7?4yEuSL-IkgZx67Pd4zBb6Oc8SV22uX53PIU1VOt?Phg6Lzm60 14-4-0 H 8-12 -o-020o 7 Scale: 1/4'=1' 5.6 = 2x4 II 5x6 = 6.00 12 3 14 15 16 4 17 18 19 5 E� ST1.5x8 STP= 5.6 = 3x10 = 4x6 — 5.6 = ST1.5x8 STP= 3x10 II 3x10 ll t-8-0 21010- 7-0-0 144-0 21-8-0 26-8-0 z7h0�-029-8-o 1-8-0 0-0-0 5-0-0 74-0 ]-0-0 5-0-0 04-0 1-8-0 Plate Offsets MY)— [1:0-1-0 0-0-01 [3:0-3-0 0-2-01 [5:0-3-0 0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (foe) - Wall L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 VerULL) 0.16 11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 VerUCT) -0.19 9-11 >999 240 BCLL 0.0 Rep Stress lncr NO WE 0.95 Hom(CT) 0.03 a n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 167 Ib FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-5:2x4 SP No.1 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. -(Ib/size) 13=1477/0-8-0, 8=1477/0-8-0 Max Horz 13=-59(LC 4)' Max Uplift 13=-824(LC 8), 8=-824(LC 9) BRACING - TOP CHORD Stmctuml wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 7-4-2 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. -AU forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1811/1138, 3-4=-2561/1673, 4-5=-2561/1673, 5-6=-1811/1138 BOTCHORD 11-12=-1010/1574,9-11=-967/1574 WEBS 2-13=-1340/809,2-12= 980/1543,3-11=-734/1126,4-11=-729/619,5-11=-734/1126, 6-9=-982/1543, 6-8=-1340/808 NOTES- (9) 9) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate gap DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except ()t=lb) 13=824, 8=824. 7) Hange!(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 16216 down and 240 lb up at 7-0-0, 56 It, down and 107 lb up at 9-0-12, 56 lb down and 107 lb up at 11-0-12, 56 lb down and 107 Ib up at 13-0-12, 561b down ami 107 Ito up at 14-4-0, 56 lb down and 107 lb up at 15-7-4, 56 lb down and 107 Ib up at 17-74. and 56 lb down and 107 lb up at 19-7-4, and 1621b down and 240 Ib up at 21-8-0 on top chord, and 109 lb down and 46 Ito up at 7-0-0, 43 lb down and 21 Ito up at 9-0-12, 43 lb down and 21 lb up at 11-0-12, 43 It, down and 21 lb up at 13-0-12, 43 lb down and 21 lb up at 14-4-0, 43 lb down and 21 lb up at 15-7-4, 43 lb down and 21 Ito up at 17-74, and 43 Ib down and 21 lb up at 19-7-4, and 109 lb down and 46 lb up at 21.-74 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of.the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Thomas A. Alban PE No.39380 MTek USA, Inc. FL Cart 6634 69114 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 Job - Truss Truss Type A City Ply 1440470-Testa Res. T16120507 1440470 T01 Hip Girder i 1 Job Reference (optional) aunaers rinabource, t Ism ury, rL zaba6 8.220 s Nov 162018 MiTek Industries, Inc. Fri Jan 2515:1125 2019 Page 2 ID:DXHLEZyAZrBSwdZuKwS774yEuSL-IkgZx67Pd4zi3b60c8SV22uX53PIU1VOi?Phg6Lzm60 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 12=-54, 3-5=-54, 5-7=-54, 1-7=-20 Concentrated Loads (lb) Vert: 5=-115(B) 12=-26(B)I1= 23(B)3=-115(B)4=-56(B)9=-26(B) 14=-56(B)15=-56(B) 16=-56(B) 17= 56(B) 18=-56(B) 19=-56(B)20=-23(B)21-- 23(B)22=-23(B) 23=-23(B) 24=-23(B) 25=-23(B) O WARNING -VaN/ydeslSOFsewasters and REkDN0TES ON TN/SAND INCLUDED MREKREFERANCEFAGEMX74M.v. lo=?015BEFORE USE. Design valid for use only witb MDek® connectors. This design Is based only upon parameters mown, and Is for an Individual bwiding component, not a truss system. Before use, the building designer must verify the appllcabllify of design parameters and properly Incorporate this design Into fie overall building design. Bracing Indicated b to prevent buckling of individual Most web and/or chord members only. Addlflonal temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding Me fabrication, storage, delivery. erection and bracing of trusses and truss systems, seeANSVrPII Cuopry Criteria, D59d9 and BCS1 Building Component Splay Infcmla6onovoiloble from Truss Plate Institute, 218 N. Lee Street Suite 312. Alexandria. VA 22314, MiTek' 69" Parts East Blvd. Tampa, FL 33610 Jab Truss . . Oty Ply 1440470 -Testa Res. T16120508 1440470 T02 �TrussType Hip 1 1 Job Reference o tional Builders FirstSourae, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Inc. Fri Jan 25 15:11:26 2019 Page 1 Scale:114'=1' 4x6 i 3x8 II 3x8 II 4x6 ST1.5x8 STP= 4x4= 4x10 MT20HS= 44= ST1.5x8 STP= 1A-0 2.0A 103M 184.8 9 `-o 27�0.O 8-8-e 1.8-0 a-0 8.3-8 B4-0 B-3.8 0-0-0 1-e-0 Plate Offsets (X Y)-- f 1:0-1-0 0-0-01 f3:0-3-6 0-3-01 16'0-3-6 0-3-01 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.27 10-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.92 Vert(CT) -0.4510-12 >659 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(CT) 0.01 9 file nta BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 1601b FT=20% LUMBER - TOP CHORD 2x4 SP NO.2 *Except* 3-6: 2x6 SP M 26 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 2-12,7-10: 2x4 SP No.2 REACTIONS. (lb/size) 13=1312/0-8-0, 9=1312/0-8-0 Max Hom 13=-76(LC 8) Max Uplift 13=-367(LC 12), 9=-367(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 7-8-9 do bracing: 10-12. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3---1729/1104, 3-4=-1459/1069, 4-5=-1492/1083, 5-6=-1459/1069, 6-7=-1729/1104 BOTCHORD 10-12=-787/1492 WEBS 2-13=-118911012, 2-12=-80511481, 4-12=-41/408, 5-10=-41/408,7-10=-805/1483, 7-9- 1189/1012 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are 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, with BCDL=10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 13=367, 9=367. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-0=-54, 3-6=-54, 6-8=-54, 1-12- 20, 10-12=-80, 8-10=-20 Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Data: January 27,2019 QWARNING-Ved/y Cesign Patamefcrs.d REABNOTEB ON THSANOWCLUOEBM?EKREFERANCEPAGEMb7v3a . famuzarls BEFOREUSE. Design vclid for use only with MIre0.® connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not a truss system. Before use, the building designer must verify me applicability of design parameters and properly Incorporate this design Into the overall bullding design, Bracing Indicated is to prevent bucWIng of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possble personal hjury and property damage. For general guidance regarding Me 9abry Informatbrwarablabrication, storage. efrom Truss Fate InstiNction and ie.28N. Lee sheet. Sof trusses and truss ure 312 Alexootltl¢VVA 22314MaM, O9B49 and lCSi 6ulEhp Cempoa.nl MiTek' 69% partite East Tampa, FL 3361GNd Job Truss Truss Type . OtY Ply=1440470 T03 Hip 7 Builders RrsiSoume, Plant City, FL 33566 8.220 a Nov 16 2018 MiTek Industries, Inc. Fri Jan 2515:11:27 2019 Page 1 ID:DRHLEzyAZrBSwdZuKwS7?4yEuSL-h7yJMo9gBhDvgPZ FOIX7JdS5CufVOh9SIAxAEzm6_ 2-0-0 103-B 1 17-8-0 8-4- 2&8-0 28b-0 2-0.0 8-3-8 6-8-0 Scale=1:48.7 3x4 = 6x8 i STI.54 STP = 4x4 = 5x6 = 4x4 = ST1.5x8 STP = 3.10 II 3x10 II 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 FBC2017ITP12014 Cat. TC 0.88 -BC 0.86 WB 0.90 Mai DEFL. Vert(LL) Vert(CT) Horz(CT) in (too) Udell L/d -0.20 10-12 >999 360 -0.30 10-12 >987 240 0.02 9 We n/a PLATES GRIP MT20 244/190 Weight: 1661b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc puffins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 SP No.3 7-11-0 oc bracing: 10-12. WEBS 1 Row at micipt 3-6 REACTIONS. (Ib/size) 13=1312/0-8-0, 9=131210-8-0 Max Harz 13=-92(LC 8) Max Uplift 13=-384(LC 12), 9=-384(LC 13) FORCES. (lb) - Max. CompJMax. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 1-2=-261/101, 2-3= 1699/1098, 3-4=-407/215, 4-5=-340/187, 5-6=-407/215, 6-7=-1699/1098,7-8=-261/104 BOT CHORD 1-13=-126/292, 12-13=-211/293, 10-12=-760/1445, 9-10=-129/292, 8-9=-129/292 WEBS 2-13=-1242/1061, 2-12=-700/1363,3-12=-57/444, 6-10= 57/444,7-10=-700/1365, 7-9=-1242/1061, 3-6=-1337/1208 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) except jt=1b) 13=384, 9=384. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Incresse=1.25, Plate Increasei Uniform Loads (pig Vert: 1-4=-54, 4-5=-54, 5-8=-54, 1-12=-20, 10-12=-80, 8-10=-20 Thomas A. Alban! PE No.39380 Iii USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 O WARNING- Verlydesrgn Worn-teraand READ NOTES ON TNISANDINCLUDWMOEKREFERANCEPAGEMIF7473rev. lGaalpblSBEFORE USE Design valid for use only with M6ek® connectors. this design Is based only upon parameters shown, and Is for an Individual building component not �'' a huss system. Before use, the building designer misivedly the cpplicabillty of design parameter and properly Incorporate this design into the overall buildingdesign. Bracing indicated istOprevent bucklingofIndividual truss web and/or chord members only. Adtlnlonaltemporary card permanent bracing M1Tek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erechon and bracing of hums and buss systei seeMIl iI Quality CMrrdu, DSB419 and SCSI Buytlysg Component 6904 Parke East Blvd. Safety ktfo rratbrttvallable from Truss Plate Institute, 278 N. Lee Sheet Suite 312. Alexandria, VA 22314. Tampa, FL 23610 Job Truss Truss Type .. Oty Ply 1440470 - Testa Res. T16120510 1440470 T04 Hip 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 25 15:11:28 2019 Page 1 ID:DXHLEzyAZrBSwdZuKwS774yEuSL-AJWha791v?LmSZBBpa2mgW9cXcEmErtJhNwVhgzm5z 10-3.8 30.-80 188820 8-3-8 280 1580 2-08 22TOW 0 Scale = 1:46.7 ST1.5x8 STP= 4x4 = 5x6 4x4 = ST1.5x8 STP= 3XIO 11 3.10 f LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-" Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 CS1. TC 0.90 BC 0.87 W B 0.90 Matrix-SH DEFL. Ven(LL) Vert(CT) Horz(CT) in (loc) Vdefl L/d -0.24 12 >999 360 -0.3110-12 >956 240 0.02 9 We n1a PLATES GRIP MT20 244/190 Weight: 167 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 SP No.3 7-10-7 oc bracing:10-12. WEBS 1 Row at midpt 3-6 REACTIONS. (lb/size) 13=1312/0-8-0, 9=1312/0-8-0 Mau Horz 13=108(LC 9) Max Uplift 13=-398(LC 12), 9=-398(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-280/115, 2-3=-169911111, 6-7=-1699/1111, 7-8=-280/119 BOT CHORD 1-13=-139/309, 12-13=-239/315, 10-12=-771/1460, 9-10=-143/309, 8-9=-1431309 WEBS 2-13=-1243/1073, 2-12=-703/1401, 3-12=-71/468, 6-10=-71/468, 7-10=-703/1404, 7-9=-1243/1073, 3-6=-1320/1079 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsf; h=20R; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and. right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x4 MT20 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 muss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other. members, with BCDL= 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s) except Qt=11a) 13=398,9=398. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-54, 5-8=-54, 1-12=-20, 10-12=-80, 8-10=-20 Thomas A Albani PE No.39380 hliTek USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 A WARNING-VerHydea19-p mmef..dREAD NOTES ON Was AND DICLUDEDMITEKREFERANCE PAGE MII-14M,el la=T15BEFORE USE Design valid for use only with MRek® connectors. n"' design Is ba'ad only upon paramelev shown, andis for on individual bulltling component, not a huss system. Before use, the bulltling designer must verlN me pppllcablllNof design parameters antl prapetly Incorporate this Oe9gn Into the overall building design. Bmcinglndicated is to pre vent buckling of lndMdual hu--a ontl/Orchortl members -my. AtldiAonaI temporary antl permanent bracing MiTek' is always requited for slabmN ontl to prevent collapse wim possible persond lryury and properly damage. For general guidance regarding the tobrlcai. , storage, tlelNery, erection and bracing of busses and huss systems. seeAN5U1P11 pYvIM Cs@nlo, D3B�9 and BC51 luldhp Compon�nl 6904 Palle East 61vd. $a1Ny Nlormvlbrpvoiloble from Truss Plate In0tute. 218 N. Lee Sheet Suite 3,Z Alexonor. VA 22 14. Tampa, FL 33610 Job Truss Truss Type , Oty Ply 1440470-Testa Res. 120511 1440470 TOS Hip 1 1 7 Job Reference o tional Builders RrstSource, Plant City, FL 33666 8.220 s Nay 16 2018 MrFek Industries, Inc. Fri Jan 25 15:11:29 2019 Page 1 ID:D%HLEzyAZrBSwdZuKwS7?4yEuSL-eV44nTAwglTd3jjNNIZ?CkinGOa_zl1 Sw1 f2E6zm5y 2-0.0 10-3-8 13-8-8 1411-8 18-48 - 2fi-8-0 28-8-0 2-0.0 8-3.8 & O 1-3.0 3-5-0 8I-8 Scale = 1:46.7 ST1.5x8 STP= 4x4 = 5a' 4x4 = ST1.5x8 STP= 3x10 II 3x10 II 1-8-0 21" 10.3.8 18-48 26.8.0 27-,128.8-0 1-8-0 0.4-0 8-3-8 8-1-0 8-&0 - 0.4-0 1-8.0 Plate Offsets (X Y)- 11:0-1-0 0-0-01, (4:0-2-0 0-2-81 f5:0-2-0 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.24 12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.31 10-12 >954 240 BCLL 0.0 Rep Stress Incr NO INS 0.91 Hoa(CT) 0.02 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 167 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 13=1312/0-8-0, 9=1312/0-8-0 Max Horz 13=-114(LC 10) Max Uplift 13=402(LC 12), 9=-402(LC 13) FORCES. (lb) - Max. Comp✓Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 281/117, 2-3=-1701/1117, 6-7=-1701/1117, 7-8=-281/121 BOT CHORD 1-13=-141/310, 12-13=-246/322, 10-12=-776/1478, 9-10=-145/310, 8-9=-145/310 WEBS 2-13=G243/1076,2-12=-707/1420,3-12=-75/472,6-10=-75/472,7-10=-707/1424, 7-9=-1243/1076,3-6=-1330/1086 Structural wood sheathing directly applied or 3-5-13 oc pudins. Rigid ceiling directly applied or6-0-0 oc bracing, Except: 7-10-1 Do bracing: 10-12. 1 Row at midpt 3-6 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpi=0.1B; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right 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 Dandling. 4) All plates are 3x4 MT20 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 It, uplift at jolnt(s) except Qt=lb) 13=402,9=402. 8)'This manufactured product is designed as an individual building Component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead+ Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pli Vert: 1-4=-54, 4-5=-54, 5-8=-54, 1-12=-20, 10-12=-80, 8-10=-20 Thomas A Alban! PE No.39380 61Tek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 O WABNMG-VeuIYdeafanparametersand BEAD NOTES ON TNISAND INCLUDED MrtEKBEFEFANCEPAGEMLL7V3.e IDNNfefSBEFONE USE Design valid for use only with MITek® connectors. this design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the opplicablllty of design parameters and propedy Incorporate this design Into the overall builtlingdeslgn. Brocingindicated stoPrevent bucking ofIndividual tvssweb and/or chord members only. Additional temporary and permanent bracing 6 always required for stability antl to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, seeANSU1PI1 Duality Crania, DSB419 and BCSI Balding Component Safety Informafbrpvoiioble from Truss Plate Institute, 218 N. Lee Sheet. Suite 312 Alexandria. VA 22314. MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type ., City Ply 1440470-Testa Res. T76120512 1440470 TO6 Hip 17 1 Jab Reference (optional) Builders Rrst5ource, Plant City, FL 33566 8.220 a Nov 16 2018 MiTek Industries, Inc. Fri Jan 25 15:11:30 2019 Page 1 ID:DXHLEzyAZrBSwdZuKwS7?4yEuSL-6ieSy0YRccUMIZx?5EIxFyHOvkimTc8hPbmZzm5x 2-0-0 10-3-8 11-&8 16-11-8 184-8 26-1-0 2.0.0 8-3-8 - 1-5-0 5-3-0 1-5.0 - 7-8-8 3x4 = 3x4 = Scale = 1:45.1 ST1.5xB STP= 4x4 = 5.6 4x4 3x10 11 3.10 II 1-8-0 2 0 0 10.3-8 18-4-8 26-1-0 /-8-0 44�0 R-3-R An.n -- _a - Plate Offsets(XY)— f1:0-1-00-0-01 f4:0-2-00-2-81 f5:0-2-00-2-81 f7:0-1-00-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.24 11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Ved(CT) -0.32 9-11 >892 240 BCLL 0.0 Rep Stress ]nor NO WB 0.83 Horz(CT) 0.01 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 156 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-6 REACTIONS. (Ib/size) 12=1283/0-8-0, 8=1138/Nlechanical Max Horz 12=129(LC 12) Max Uplift 12=-381(LC 12). 8= 327(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-296/115, 2-3=-1627/1058, 3-4=-312/165,5-6=-321/163, 6-7=-1609/1055, 7-8=-1117/801 BOT CHORD 1-1 2=-139/324,11-12=-268/324, 9-11=-821/1379 WEBS 2-12= 1184/1035,2-11=-648/1273,3-11=-52/430,6-9=-52/417,7-9=-729/1345, 3-6=-1271/1073 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 12=381, 8=327. 8) 'TRls manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIf) Vert: 1-4=-54,4-5=-54, 5-7=-54, 1m11=-20, 9-1 1=-80, 8-9=-20 Thomas A Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January27,2019 O WARNING- Verity design parameters and READ NOTES ON MIS AND INCLUDED MmEK REFERANCE PAGE MIP7473 rev. fivea2015 BEFORE USE ' Design valid for use only with MBeI,10 connectors. This design 6 based only upon parameters shown, and 6 for an individual building component, not a truss system. Before use, the building designer must verify the appiioobllity of design parameters and properly Incorporate this design Into the overall buiidingdeslgn, Bracing indicated istoprevent buckling ofindNidualmuss web and/or chord members only. Additicnaltemporary and permanent brocing Is always required for stabllity, and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricaeon. storage, delivery, erection and bracing of trusses and puss systems seeANSI/IPII Quality Cmnb; OSB29 and BCSI Budding Component Sabry Informakonavailobie from Muss Plate Institute. 218 N. Lee Sheet, Suite 312, Nmandria. VA 22314, Mi MiTek' 6904 Parke East Blvd. Tampa, FL 33610 J Truss Truss Type ON Ply 1440470 -Testa Res. T16120513 1440470 T07ob Roof Special 17 1 Job Reference (optional) Builders FrstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MTek Industries, Inc. Fri Jan 25 15:11:32 2019 Page 1 ID:DXHLEzyAZrBSwdZuKwS774yEuSL-241CPVCozDsCxBSy207igMK19DdHAgwvc?uigRztn5v 2-0-0 9-8-8 1fi-8-8 17-10-0 26-1-0 2-0-0 7-8-8 7-0.0 1-1.8 8-3-0 6k8 4x6 = 6x8 = 5 Scale = 1:44.9 ST1.5xe STP =. AM = 4x6 = 4x8 = 3.10 II LOADING (psi SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-4: 2x6 SP No.2, 5-6: 2x4 SP No_.1 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 11=1279/0-8-0, 7=1111/Mechanical Max Ho z 11=122(LC 12) Max Uplift 11=-424(LC 12), 7=-310(LC 13) CSI. DEFL, in (loc) Vdefl Ud PLATES GRIP TC 0.92 Vert(LL) 0.15 8-10 >999 360 MT20 244/190 BC 0.77 Vert(CT) -0.24 8-10 >999 240 WB 0.84 Horz(CT) 0.01 7 n/a WE Malrix-SH Weight: 157 lb Ff=20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-7-5 no bracing: 8-10. FORCES. (Ib) - Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1654/1064, 3-4=1402/1057, 4-5=-1373/1007, 5-6=-0494/975, 6-7=-10401758 BOT CHORD 8-10=-833/1402 WEBS 2-11= 1238/1060, 2-10=-699H332, 3-10=-55/412, 4-8=-821/481, 5-8=-060/1087, 6-8=-571/1141 NOTES- (8) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=201t; Cat. II; Eli B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left 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 pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members, with BCDL= IO.Opsf. 6) Refer to girders) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except ft=lb) 11=424,7=310. 8) Mais manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code' LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-0=-54, 3-4=-54, 4-5=-54, 5-6=-54, 1-10=-20, 8-10=-801 7-8= 20 Thomas A Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 QWARNING-yedly Ees/9n Pamamemrsantl READ NOTES ON IN/SAND/NCLUDWMrtEKREFERANCEPAGEMlFMnrev.1hA OUSEFOREUSE Design valid for use only with MITek® connectors. This design Is basetl only upon parameters shown, and Is feral Individual building component, not a buss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building tlesign, Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Adtlltlonal temporary and pennanentbmcing Is always r¢qulred for stablllty and to prevent collopsa with possible pesond Injury and property dma�ymyage. For general guidance rega lag the fabrication safoN mloanartbmv table from Truss Plate lction and rmnN9of trusses and tress e, 218 N. Lee Street, Suit 312 Alexa�a. VA 22314 Critate' DSB49 and BC31 eu1dmp Component Welk' Tampa, FL 336101vd Job Toss Truss Type � Oty ply 1440470-Testa Res. T16120514 1440470 TOB Roof Special 1 1 Job Reference o tional Builders FirstSource, Plam City, FL 33566 8.220 s Nov 16 2018 Mil Industries, Inc. Fri Jan 25 15:11:33 2019 Page 1 ID:DXHLEzyAZrBSwdZuKwS774yEuSL-W HJadrDQW_3YK1 8c7exNatStd2lvE W 2ddFNuzm5u 2-0-0 7-8-B 14-8-8 17-10-0 26-1-0 2-40 5.8.8 7-0-0 3-1-8 83-0 Scale=1:44.9 4x6 = Si STP = 4x8 = 4x6 4x8 = 3xB 11 3x10 11 i 2 788 17-10-0 26-1-0&-0 ON 10-1-8 a-3-0 Plate Offsets(XY)-- f1:0-1-00-0-01 f6:Edge0-1-121 LOADING (psi SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.07 8-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.16 8-10 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.43 Horz(CT) 0.02 7 Na rda BCDL 10.0 .Code FBC2017/TPI2014 Matrix-SH Weight: 158 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD BOT CHORD 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 11=1040/0-8-0, 7=8BO/Mechanical Max Horz 11=122(LC 12) Max Uplift l l=-339(LC 12), 7=-228(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1181/727, 3-4=-998/728, 4-5=-1032/762, 5-6=-1103f701, 6-7=-807/594 BOTCHORD 8-10=-812/1303- WEBS 2-11=-9317757, 2-10=-511/942, 3-10=0/287, 4-10=-353/285, 4-8=-667/540, 5-8=-302/602, 6-8=-305/742 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-2-5 oc bracing: 8-10. NOTES- (8) 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsf; h=20ft; Cat. II; Expr B; Encl., GCpi=0.1& MWFRS (envelope) and C-C Exterior(2) zone; cantilever left 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 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 201 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. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=1b) 11=339,7=228. 8) "This manufactured productisdesigned as an individual building Component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A Alban! PE No.39380 MiTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Data: January 27,2019 ,&WARNING-Vedtydeafgnpardmefers antl READNOTES ON 7NISAND INCLUDED MRIEKREFERANCEPAGEM0.]473 rev. iGT120158EFOREUSE valid for use only with MRek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not WitDesign a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall buildingdesign. Bracing Indicated Is to prevent buckling ofIndividual mulaweb and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobticarl storage, delivery, erection and bracing of trusses and buss systems, seeANSVIPII Quality Cmedo, DSI-89 and BC31 Building Component 6904 Pai East Blvd. Safety Informalbrxlvallable from Tess Plate Institute. 218 N. Lee Sheet. Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type ,. I]ly Ply 1440470-Testa Res. T76120515 1440470 T09 Roof Special Girder 7 3 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 a Nov 16 2018 MiTek Industries, Inc. Fri Jan 25 15:11:35 2019 Page 1 ID:DXHLEzVAZrBSwdZuKwS774yEuSL-S1RL2XFhGBEmoeBY4YgPS7yoWRieN19Lly6MRmzm5s 2-0.0 fi-8-0 13-8-0 1]-10-0 1.21 - 22-10-5 2fi-10.12 2-0-0 48-0 7-0-0 4-2-0 1-10.10 3-1-11 4-0.] Scale=1:54.4 46 11 6x8 = ' 7x14 MT20HS= 5 Sze 2x4 11 SiSTP= Special 6x8 = ]x10 6.00 12 3 NAILED up 1 18 7 402 i 2 3x4 = Pul 15 14 19 20 13 21 12 11 22 23 10 24 9 Si STP= Sx6 = NAILED 6xB = 6Al2 MT20HS= HTU26 8%IO = 4x10 MT2OHS 11 3x8 II Special HGUS26-2 HTU26 8x10 = HTU26 HTU26 HTU26 HTU26 1-a-02H0 6-8-0 13-8-0 17-10-0 11151 1 22-10-5 1 26-10-12 1-8-00-4-0 4-a-0 ]-0.0 4-2-0 1-10-10 3-1-11 40-7 Plate Offsets(XY)-- [1:0-1-00-0-0] 13:04-00-1-151 f8:Edae0-3-01 f9:0-5-00-1-0] 110:0-5-004-41111:0-5-00-4-121 f13:0-0-BO-3-121 t14:0-3-00-1-121 LOADING (psi) SPACING- 2-0-0 CS]. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.24 11-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.3911-13 >753 240 MT20HS 187/143 - BCLL 0.0 ' Rep Stress Incr NO WB 0.87 Horz(CT) 0.16 17 n1a Na BCDL 10.0 Code FBC2017/TP12014 Matirli Weight: 581 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 34: 2x6 SP No.2 BOT CHORD 2x6 SP M 26 BOT CHORD WEBS 2x4 SP No.3 *Except* 8-9: 2x4 SP M 31, 2-15: 2x8 SP 240OF 2.0E 3-13,8-10,6-10,5-11: 2x4 SP No.2 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (lb/size) 15=5655/0-8-0, 17=11726/0-6-12 Max Horz 15=203(LC 8) Max Uplift 15=-2430(LC 8), 17=-4114(LC 9) FORCES.. (lb) - Max. CompJMax Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-571/275, 2-3=-8025/3473, 34=-1645517013, 4-5=-12287/4860, 5-6=-12140/4834, 6-7=-779l/2851,7-8=-7791/2851,9-16=-794/2782,8-16=-794/2782 BOT CHORD 1-15=-230/509, 14-15=426/509, 13-14=-3247/7211, 11-13=-7080/16506, 10-11= 4314/11087, 9-10=451/1282 WEBS 2-15=-5171/2254,2-14=-2876/6843,3-14=-15871769,3-13=4283/10344,4-13=-1300/112, 8-10=4147/11249,7-10=-618/270,6-10=-5875/2616,4-11=-7213/3535, 5-11= 4164/10537,6-11=-566/43„8-17=-12256/4301 Structural wood sheathing directly applied or 5-11-7 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 Do bracing. NOTES- (17) 1) N/A 2) 3-plytrul to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-6-0 cc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 ad. 3) Altloads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to Ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Unbalanced root live loads have been considered for this design. 5) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vascll 24mph; TCDL=4.2psk BCDL=3.Opsf; h=20ft; Cat. 11; Exp B; Encl., GGpi=0.18; MW FRS (envelope); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 6) Provide adequate drainage to prevent water pending. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 9) ' 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. 10) Beading at joints) 17 considers_ parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing. surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s) except Qt=lb) Thomas A. Alban! PE No.39380 All USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 QWARNING-Vew7ydeslgrperametereand READNOTES ON TN/SAND INCLUDED MREKREPERANCEPAGEMIL7474rew. IGM342015BEFORE USE. valid for use only with Mier connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not MR a huts system. Before use, Me building all must verily ire applaobilny of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury antl properly damage. For general guidance regarding the fabrication, storage, dellvery, erection and bracing of trusses and truss systems. seeANSV1Pl1 Quality Cdbrla, DSB419 and SCSI building Component 6904 Parke East Blvd. Safety Infolma8anavollable from Truss Plate Insfil 218 N. We Street. Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Jab Truss Thus Type - Oly p=1YT16120515 1440470 T09 Roof Special Girtler 1l bulluers Firstdource, Plant cnty, I-L 03555 8.220 s Nov 16 2018 MTek Industries, Inc. Fri Jan 2515:11:36 2019 Page 2 NOTES- (17) ID:DXHLEzyAZrBSwdZuKwS7?4yEuSL-xs?jFtGJ1 SMdPomjHGBe_CVzGg2t6UPUXM%K-Czm5r 12) Use Simpson Strong -Tie HGUS26-2 (20-16d Girder, 8-16d Trui or equivalent at 14-1-8 from the left end to connect tmss(es) to front face of bottom chord. 13) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 11-11 112 Truss, Single Ply Girder) or equivalent spaced at 2-1-0 ad max. starting at 16-0-12 from the left end to 26-1-12 to connect tmss(es) to front face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. 15) "NAILED" indicates 3-1Od (0.148°x3°) or 3-12d (0.148°x33.25°) toe -nails per NDS guidlines. 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 192 lb down and 224 lb up at 6-8-0 on top chord, and 6416 down and 58 lb up at 6-8-0, and 40 lb down and 19 lb up at 6-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. - -47)-This manufactured product is designed as an individual building component. -The suitability and use of this component for any particular building is the responsibility of--- — - the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54,3-4=-54,4-5=-54, 5-6=-54, 6-8=-54, 1-9=-20 Concentrated Loads (Ils), Vert: 3=-95(F) 9=-1990(F) 12=-1979(F) 14=5(F) 11= 1982(F) 18=-53(F) 19=-17(F) 20=-184(F) 21=-3204(F)22=-1982(F)23=-1982(F)24=-1982(F) Q WAPNWG-VedfydesignparameWmmdBEAONOTES ON TN/SANOWCLUOEOMBEKBEFEBANCEPAGEMI474Mmre iN0.42015BEFOBE USE Design valid for use only with Mrek@ connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the builtling designer must verify the appllcoblllly of design parameters and properly Incorporate this design into fine overall bulldingdeslgn. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Acidilkonaltemporary and pennanentbrocing 6 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 Humes and hum systems. seeANSIyt9I1 Quality Criteria, DSO-09 and SCSI building Component Safety InformatbMvallable from Truss Plate Institute, 218 N. We Sheet Suite 312, Alexandria. VA 22314. M!Tek' 6904 Parke East BMd. Tampa, FL 33610 Job Truss Truss Type Oty ply 1440470-Testa Res. T16120516 1440470 T10 HALF HIP GIRDER 1 2 Job Reference o tonal ou��ur m r„mwm,.e, nara un,y, rc uuaosr mzzu a Nov to euio ml i ex mauslnes, Inc. rn aan eo 1o:11:a1 eulu rage I ID:DXHLEzyAZrBSwdZuKwS7?4yEuSL-6z9tZdODRg13EU5g04uDxXS_kGrDBTy63g0?s4zm5g I2-o-o1 7-0-0 1a-10-1a 1 20-11-6 27-11-15 1 35a-9 421_ 1 49-1a1 I 66-4-0 2-0-0 5�o-0 6_ _1 7-0-s 7-0-9 7-0-9 7-0-9 7-o-s 7_ 2-5. 6.a0 12 8x10 = 6x8 = 3x6 II 3 26 27 284 29 30 31 5 6 32 337 34 35 36 Scale = 1:97.0 6x8 = 6x8 = 6x8 = 9 37 381039 40 41 11 12 4243 4413 25 24 23 4546 4722 48 49 50 21 51 20 525319 54 55 56 18 57 58 17 16 596061 62 15 63 64 65 14 ST1.5x8 STP= Sx6 = 4x4 = 7x10 WB= 4x8 = 4x4 = 410 MT20HS= 4x8 3.10 II 3x8 II LOADING (pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017fTP12014 CSI. TC 0.38 BC 0.36 WB 0.82 Matdx-SH DEFL Vert(LL) Vert(CT) Hoa(CT) in (too) Well Ud 0.68 18-19 >951 360 -0.8718-19 >745 240 0.13 14 1 n/a PLATES MT20 MT20HS Weight: 8501b GRIP 2441190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x8 SP 240OF 2.0E *Except* TOP CHORD Structural wood sheathing directlyapplied or 6-0-0 oc purlins, 1-3: 2x6 SP M 26 except end verticals. BOT CHORD 2x6 SP M 26 GOT CHORD Rigid ceiling directly applied or 8-3-6 oc bracing. WEBS 2x4 SP No.3 *Except* 2-25: 2x8 SP 240OF 2.0E 3-22,4-21,5-19,8-19,10-18,11-16,13-15:2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 14=3224/Mechanical, 25=3234/0-8-0 Max Hoa 25=143(LC 8) Max Uplift 14=-1880(LC 5). 25=-1796(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-512/314, 2-3=-4637/2752, 3-4=-8529/5077, 4-5=-11371/6683, 5-7= 12439f7314, 7-8=-12439f7314,8-10=-11746/6941,10-11=-9485/5612, 11-13=-5665/3339, 13-14=-3081/1857 BOT CHORD 1-25=-296/504, 24-25=-410/504, 22-24=-2503/4109, 21-22=5076/8528, 19-21=-6683/11371,18-19=-6941/11746,16-18=-5612/9485,15-16=-3339/5665 WEBS 2-25=-2934/1685,2-24=-2163/3660,3-24=-659/477,3-22=-2905/49BO, 4-22=-2038/1313, 4-21=-1802/3179, 5-21=-1142f786, 5-19= 714/1201, 7-19=-615/481, 8-19= 416f774, 8-18=-912/657, 10-18=-1484/2525,10-16=-1684/1119,11-16=-2538/4266, 11-15=-2534/1643,13-15=-3694/6262 NOTES- (13) 1) 2-plytiuss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 do, 2x4 -1 row at 0-9-0 00. Bottom chords connected as follows: 2x6 -2 rows staggered at I oc. Webs connected as follows: 2x8 - 2 rows staggered at 0-9-0 do, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh, BCDL=3.Opsf; h=20fp Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. Thomas A. Milan! PE No.39380 7) All plates are 06 MT20 unless otherwise indicated. MTek USA, Inc. FL Cad 6634 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6904 Parke East Blvd. Tampa FL33810 9) ' 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 tell by 2-0-0 wide Date: will fit between the bottom chord and any other members. 10) Refer to girder(s) for truss to truss connections. January 27,2019 Q WARNING- Vedfydes19.Parametersand REAON0?FS ONTRISANOINCLUBEOMF KREFERANCEPAGEMX74Mmv. nWY191SBEFOREUSE. Design void for use only with Msek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a muss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possale personal Injury and property damage, For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANSIMII Quality Criteria, DS549 and BCSI Building Component 69M Parke East Brad. Saba Nformatlemvoilable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria. VA 22314, Tampa, FL 33610 Job Truss Truss Type Oty Ply 1440470 - Testa Res. T16120516 1440470 T10 HALF HIP GIRDER 1 2 Job Reference (optional) Builders Flrst5ource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 25 15:11:47 2019 Page 2 ID:DXHLEzyAZrBSwdZuKwS7?4yEuSL-6z91ZdODRg13EU5g04uDlXS_kGrDBTy63g0?s4zm5g NOTES- (13) 11) Provide mechanical connection (by others) of imss to bearing plate capable of withstanding 100111 uplift at joint(s) except (t=lb) 14=1880, 25=1796. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 162 lb down and 240 lb up at 7-0-0, 56 lb down and 107111 up at 9-0-12, 56 It, down and 107 lb up at 11-0-12, 56 lb down and 107 lb up at 13-0-12, 56 lb down and 107 Ib up at 15-0-12, 56 Ib down and 107 Its up at 17-0-12, 71 lb down and 109 Ib up at 19-0-12, 71 lb down and 109 lb up at 21-0-12, 71 lb down and 109 Ib up at 23-0-12, 71 Ib down and 109 It, up at 25-0-12, 71 Ib down and 109 Ib up at 27-0-12, 56 lb down and 107 lb up at 29-0-12, 56 lb down and 107111 up at 31-0-12, 56 lb down and 107 lb up at 33-0-12, 56 Ib down and 107 Ib up at 35-0-12, 56 lb down and 107 lb up at 37-0-12, 56 lb down and 107 lb up at 39-0-12, 56 lb down and 107111 up at 41-0-12, 56 lb down and 107 lb up at 43-0-12, 56 lb down and 107 III up at 45-0-12, 56 Its down and 107 Its up at 47-0-12, 56 M down and 107 Its up at 49-0-12, 71 lb clown and 109111 up at 51-0-12, and 71 Ib down and 109111 up at -53-0-12, and 71111 down and 109 lb up at 55-0-12 on top chord, and 109 Ib down and 461b up at 7-0-0, 43 Ib down and 21Itsup at 9-0-12, 43 lb down and 21lbup at- 11-0-12, 43 Ib down and 21 lb up at 13-0-12, 43 lb down and 21 Ib up at 15-0-12, 43 Ib down and 21 lb up at 17-0-12, 54 Ib down and 28 lb up at 19-0-12, 54 Its down and 28 Its up at 21-0-12, 54 Ib down and 28 lb up at 23-0-12, 54 lb down and 28 lb up at 25-0-12, 54 la down and 28 lb up at 27-0-12, 43 lb down and 21 Ib up at 29-0-12, 43 Ib down and 21 lb up at 31-0-12, 43 lb down and 21 lb up at 33-0-12, 43 Its down and 21 Ib up at 35-0-12, 43 lb down and 21 Ib up at 37-0-12, 43 Ib down and 21 Ib up at 39-0-12, 43 Ib down and.21 lb up at 41-0-12, 43 Ito down and 21 Ib up at 43-0-12, 43 Ib down and 21 lb up at 45-0-12, 43 lb down and 21 lb up at 47-0-12, 43111 down and 21 Its up at 49-0-12, 54 lb down and 28111 up at 51-0-12, and 54 lb down and 28 lb up at 53-0-12, and 54 Its down and 28 Ib up at 55-0-12 on „bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-13=-54, 1-14=-20 Concentmted Loads (III) Vert: 3=-115(B)6=-71(B) 24=-26(B) 21=-41(B)5= 71(B)8=-56(B) 18=-23(B) 11=-56(B) 15=-23(B)9=-56(B)26=-56(B) 27= 56(B) 28_ 56(B)29=-56(B)30=-56(B) 31=-71(B) 32=-71(B) 33=-71(B) 34=-56(B)35=-56(B) 36=-56(B) 37=-56(B)38=-56(B) 39=-56(B)40=-56(B) 41=-56(B)42=-71(B)43=-71(8) 44=-71(B) 45=-23(B) 46=-23(B) 47=-23(B)48=-23(B) 49=-23(B) 50=-41(B) 51=-41(B) 52=-41(B)53=-41(B) 54=-23(B) 55=-23(B) 56=-23(B) 57=-23(B) 58=-23(B) 59=-23(B) 60=-23(B) 61=-23(B) 62=-23(B) 63=-41(B) 64=-41(B)65=-01(B) ,&WARNING - Verlydesign Peramefersand READNUTES ON 7N6ANDINCLUDEDM?EKREFERANCEPAGEMO-74"mV.. 11040,2015BEFOREUSE. Design valid for use only with MrfeM connectors. This design Is based only upon parameters shown, antl Is for an IndMtlual building component. not a ruw system. Before we, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall buildingdosign. Seeing Indicated Is to buckling ofindvidualkussweband/or chord members only. Addltionoltemporaryandpermonentbrocing MiTek' prevent 6 always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. s9sANSVIPl1 Quality CrlMdo; D311d9 and SCSI Bultlhp Component 69M Parke East Blvd, Sabty Urfomuffi evailablefrom Truss Plate Institute,218 N. Lee Street Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Thus Thus Type Dry Ply 1440470-Testa Res. T76120517 1440470 T11 Half Hip 1 1 Job Reference o tional ..mars"na.ourw, ram'ny'"moo. 8.EPU S NOV Ib ZU16 MI I eK Inaumnes, IOC. hD Jan'L515:11:9tl 2UlY b 6.00 12 44 4 2x4 II 4x10 MT20HS = 5 6 Scale: 1/8'=l' 4x4 = 5x6 4x6 = Sxe-- 7 8 9 10 20 19 18 17 16 15 14 13 12 11 4x6 = 46 = 5x6.= 4x6 = 4x6 P 5x6 = 5x8 = &to II STIZA STP= 4x6= 4x10 MT20HS= axe II 2aa 1-6a 9-0-0 10-e-0 2J-1042 I GG7-12 55d-0 80 T-0a I ace aea as-e es-e a-e-4 Plate Offsets (X Y)— [1:0-2-0 0-0-107 [2:0-4-0 0-4-07 [3:0-6-0 0-3-0] rl2:0-3-8 0-2-81 f20:0-4-10 0-1-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.47 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 'BC 0.32 Vert(CT)' -0.8214-15 >789 240 MT20HS 1871143 BCLL 0.0 Rep Stress lncr YES WB 0.78 Horz(CT) 0.12 11 rda n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 400 lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP M 26 `Except` TOP CHORD 1-3:2x6 SP No.2 BOT CHORD 2x6 SP M 26 BOT CHORD WEBS 2x4 SP No.3'Except` WEBS 10-11,10-12: 2x6 SP No.2, 2-19: 2x4 SP M 31 3-17,4-15,7-15,9-14: 2x4 SP No.2 REACTIONS. (lb/size) 11=1999/Mechanical, 20=2153/0-8-0 Max Horz 20=186(LC 12) Max Uplift l l=-713(LC 9), 20=-663(LC 9) FORCES. (Ib) - Max Comp./Max. Ten. -All farces 250 (Ib) or less except when shown. TOP CHORD 1-2=-332/126, 2-3=-3127/1902, 3.4=-5106/3247, 4-6=-5977/3755, 6-7= 5977/3755, 7-9=-5448/3405,9-10-3532/2200, 10-11=-1908/1260 BOT CHORD 1-20=-153/336, 19-20=e49/357, 17-19=-1786/2706, 15-17=-3247/5106, 14-15=-3405/5448,12-14=-2200/3532 WEBS 2-20_ 1938/1408,2-19=-1361/2401,3-19=-201/262,3-17=-1620/2662,4-17=-961l759, 4-15=-565/970, 6-15=-498/476, 7-15=-390/589, 7-14=-753/643, 9-14=1341/2132, 9-12— 148211114, 10-12=-2402/3856 Structural wood sheathing directly applied or 3-11-2 oc pudins, except end verticals. Rigid ceiling directly applied or 5-54 oc bracing. 1 Row at midpt 3-17, 4-15, 9-14, 10-12 NOTES- (8) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opst h=20N; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed';C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 fast bottom chord live load nonconcurmi 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 anyother members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except (jt=lb) 11.713, 20=663. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer perANS1 TPI 1 as referenced by the building. code." Thomas A Alban! PE No.39380 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 Q WARNING- Verirytlesignparametereand READ NOTES ON MMANDMCLUDEDMDEKREFERANCEPAGEMIP747amv. I&TZ2015eEFOREUSE Design valid for use only win lyffl connectors. This design Is based only upon parameters shown. and Is for on Ir dividucl building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulldingdesign. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members city. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobricafion storage: delivery. ereclan and bracing of trusses and truss systems, smANMRPII Quality Cdbdo, DSB-89 and BCSI Building Component Sal9h to/oenationsvorable from Truss Plate Imbfute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply 1440470 -Testa Res. T16120518 1440470 T12 Hip 1 1 Job Reference (optiona0 Builders FirslSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 25 15:11:50 2019 Page 1 ID:DXHLEzyAZrBSwdZuKwS7?4yEuSL-WYrOBf05kl7e5ygP6CSwZ94SrUIBOOZYloFfTOzm5d 2-o-0� n-po 1sa-1z 1 za-sr f a]-z-1z 4s-aa 1 54-e-o fist-q 9-OO-9-8-9-8 8.7-U 6xe = 6.00 F12 Scale: 1/8'=l' 4x8 - 3x4 11 2x4 II 4x6 = 2x4 11. 4x6 = 4z4 = 6x8=--- - 4 5 6 7 8 9 10 11 6xB i 2 1 Ul 21 4xfi = ST1.5x8 STIR = 3x8 II 20 19 22 18 4x6 =4x6 = 5x8 = 17 23 16 24 4x10 MT20HS= 2x4 11. 15 14 5x8 = 4xfi = 25 13 26 27 12 5x6 = 7x10 20 1-BU 11UU 14J42 20-Sri 3J-2-12 4G44 568E -0 '1-6-0H 9L &7-1z 9-e-e a-a8 e48 b7-12 a 40 Plate Offsets(XY)-- [1:0-2-40-0-10][2:0-4-00-4-01 [12:Edoe0-4-81 [21:0-4-100-1-8]. LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl LJd PLATES GRIP TCLL 20.0 Plate GOP DOL 1.25 TC 0.58 Vert(L-) 0.43 16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.7615-16 >859 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(CT) 0.15 12 rda n/a BCDL 10.0 Code FBC2017/rP12014 MatriX-BH Weight: 408 lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 2-19: 2x4 SP M 31, 3-18,6-18,6-15,9-15,10-13:2x4 SP No.2 WEBS 10-12: 2x4 SP No.1 REACTIONS. (lb/size) 21=2156/0-8-0, 12=2002/Mlechanical Max Horz 21=207(LC 12) Max Uplift 21=-642(LC 918) FORCES. (lb) - Max. Comp./Max. Ten. -AII forces 250 fib) or less except when shown.. TOP CHORD 1-2=-459/224, 2-0=-3173/1935, 3-4--4339/2815, 46=-4339/2816, 6-7=-4490/2864, 7-9=-4490/2864, 9-10=-3058/1950 BOT CHORD 1-21=-299/484, 19-21=-608/487, 18-19=-1801/2730, 16-18=-3105/4927, 15-16=-3105/4927,13-15= 1899/3058,12-13=-361/549 WEBS 2-21=-1950/1498,2-19=-1195/2259,3-18=-1146/1987,4-18=-500/458, 6-18=-780/402, 6-16=0/364, 6-15=-565/346,7-15=-468/445, 9-15=-1082/1697, 9-13=-1404/1056, 10-13=-1830/2986,10-12= 2017/1358 Structural wood sheathing directly applied or 3-1-3 oc purlins, except end verticals. Rigid ceiling directly applied or 4-2-9 oc bracing. 1 Row at midpt 3-18, 6-18, 6-15, 9-15, 10-13 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left 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 pending. 4) AII 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 fall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 21-642, 12=677. 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of thebuilding designer per ANSI TPI 1 as referenced by the building code.' Thomas A- Alban! PE No.39380 MiTek 1.15A, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 AWARNING- Veritydesl9-PeremefersandREADNOTESONTR/SANOWCLUDEDMREKREFERANCEPAGEM6]473rev.1dA20159EFOREUSE Design valid for use only with Miler connectors. MIS design b based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use. the butiding designer must verify Me appllmality of design parameters and properly Incorporate this design Into Me overall Indicated buiidingdesign.Bracing is to prevent buckling of Individual trust web and/or chord members only. AddItionaltemporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury antl property damage, For general guidance regordingthe MiTek' fabrication, storage. delivery, erection and bracing of 4asses and trust systems, SOeANBNIPl1 Quality CdF9do. D3049 and BCSI Building Component 6904 Parke East Blvd. Safor Mformalbrlavoiloble from Truss Plate Institute, 218 N. we Street, Suite 312, Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type - aY Ply 1440470-Testa Res. > T76120519 1440470 T13 Hip 1 7 Job Reference (optional) Ballasts FirslSource, Plant Clty, FL 33566 - 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 25 15:11:512019 Page 1 ID:DXHLEzyAZrBSwdZuKwS7?4yEuSL_kPOD?RjV3F V 6PbfyZ95NcZgt4Z7EPizS?C?rsrn5c 2:9 -0 5 3 3 13-0-0 22-10.2 32-10-0 42-9-14 F 52-8-0 SB4-0 2-0-0 3-3-3 ]A-13 9-10-2 9-11-14 9-11-14 9-10.2 11-0 6x8 = 6.00 12 2x4 II 5x6 = 4x9 = 4x6 = 2x4 II Scale = 1:97.0 6x8 = 10 Sx6 1 4x6 i 2x4 I 3 2 1 21 20 19 22 13 17 23 76 24 15 14 25 13 12 4x6 = 4x6 0 4x4 = 5x8 = 2x4 11 5.6 = 7x10 = 4x6 = 3x10 11 ST1.5x3 STP= 5x6 = Sort zoo 1 eo lzoo zz-10-2 3z-1Do 4z-a-t4 SZBo ss-0-0 11-e-0 11-00 410-z 9-11-14 a-11-t4 a-10-z aaa 1 o-ao Plate Offsets (X Y)- r1:0-2-4 0-0-101 r21:0-34 0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.34 16-18 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.6216-18 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.98 Horz(CT) 0.15 12 n/a Na BCDL 10.0 Code FBC20177TPI2014 Mail Weight: 415 lb FT=20% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except' 11-12: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-7-6 oc bracing. WEBS 1 Row at midpt 4-18, 7-18, 7-14 2 Rows at 113 pts 10-14 REACTIONS. (lb/size) 21=2156/0-8-0, 12=2002JMechanical Max Hom 21=222(LC 12) Max Uplift 21=-619(LC 9), 12=-643(LC 8) Malt Gray 21=2156(LC 1), 12=2006(LC 2) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 Ill or less except when shown. TOP CHORD 1-2=-376/0, 2-3=-399/43, 3-4=-3135/1966, 4-5=-3988/2642, 5-7=-3987/2642, 7-9= 3158/2082,9-10=-3159/2082,10-11=-11861743,11-12=-203811263 BOT CHORD 1-21=0/337, 19-21= 1677/2217, 18-19=-1759/2717, 16-18=-2584/4191, 14-16=-2584/4191, 13-14=-639/1070 WEBS 3-21=-2603/1940, 3-19=-223/709,4-19=-0/273, 4-18=-923/1618, 5-18=-571/533, 7-18= 321/107,7-16=0/471,7-14=-12511739,9-14=-570/544,10-14=-1595/2542, 10-13=-1272/918,11-13=-1065/1802 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) zone; cantilever left elglosed ;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 psf bottom chard live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with SCDL= 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 21=619, 12=643. 8)'Tbis manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A Aftiol PE No.39360 MiTek USA, Inc. FL Celt 6634 Ill Parke East Blvd. Tampa FL 33610 Date: January 27,2019 Q WARNING -yedlydesig0 parametereand READ NOTES ON TNISAND INCLUDED MITEKREFERANCEPAGE 1,1IF747a rev. iWaY2DiSREFORE USE valid for use only with MOeldlconnectors. Ems tleslgn Is based only upon parameters shown, and a for an inclAdual building component, not a truss system. Before use, the building designer must verify, the opplicobllty of design parameters and properly Incorporate this design Into the overall bustling design. Bracing indicated is to prevent bucking of ntlNldual truss web and/or chord members orgy. Additional temporary and permanent bracing Is always requlred for stobtry and to prevent collapse with passible personal Injury and properry damage. For general guidance regarding the fabrication, storage. delNery, erectlon and bracing of trusses and truss sy l ems seeANSVIPh Qualffy CdferB, 089.19 and 001 Building Component Safety Informatlorlovallable from Truss Plate Insil 218 N. Lee Sheet, Suite 312 Alexandna, VA 22314. MR MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type OtY Ply 1440470 -Testa Res. T76120520 1440470 T14 Hip 1 1 Job Reference (optional) ^�� � • ••�•��� w• •_• o• o.zzu s rvov r o ze r o mu ex muusmes, inc. rn uan zp w: n as zu iv rage r ID:DXHLEzyAZrBSwdZuKwS774yEuSL-1(7X8phTzOgVDyPZ_nK7dAoiuAhoWbBc RmUJ4jzm5a 2.0-0 10.2-3 15-0-0 23-10-2 32-10-0 41.9-i4 50E-0 564.0 20-0 8-2-3 45113 B-10-2 841-14 8-11-14 8-10-2 5-8-0 N b 6.00 12 6x8 = 46 i 5 46 = 2x4 11 4x6 = 4xB = 2x4 11 6x8 = 6 7 8 9 to 11 Scale = 1:98.8 23 2E 21 20 24 19 18 25 17 26 16 15 27 14 13 ST1.54 STIR = 4x6 = 4x4 = 4x6 = 2x4 11 Sx8 = 4x6 = 3x10 11 4x6 = 46 = 5x6 = 5x6 = 3x8 11 2-0a 1 4all to-2a 1 IV 1 23-1Uz 3z-toe 41-a-t4 so-so 5a+o 0-2a 69-13 e-to-z i a-n-14 e-n-1a i ato-z sea LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC0.90 Vert(LL) -0.27 17-19 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.49 17-19 >999 240 BCLL 0.0 ' Rep Stress lncr YES WE 1.00 Horz(CT) 0.12 13 ni n/a BCDL 10.0 Code FBC2017/TP12014 MaMx-SH Weight: 4351b FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3'Excepr BOTCHORD 2-21: 2x4 SP M 31, 12-13:2x4 SP No.2 WEBS REACTIONS. (lb/size) 23=2156/0-8-0, 13=2002/Mechanical Max Hom 23=237(LC 12) Max Uplift 23=-595(LC 9), 13=-618) Max Grav 23=2156(LC 1), 13=2028(LC 2) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-433/163, 2-3=-3142/1969,3-5=-3048/2031, 5-6=-3570/2388,6-8=-3569/2388, 8-9=-2922/1946,9-11- 2922/1946,11-12=-1582/997,12-13=-2007/1284 BOT CHORD 1-23=-211/442, 21-23=-520/463, 20-21=-1850/2711, 19-20=-1692/2676, 17-19=-2226/3703,15-17= 2226/3703,14-15=-816/1390 WEBS 2-23=-1913/1469, 2-21- 1340/2292, 5-20=-149/364, 5-19=-680/1247, 6-19=511/489, 8-17=0/454, 8-15=-1033/601, 9-15- 514/484,11-15=-1249/2033,11-14=-10121752, 12-14=-1060/1826 Structural wood sheathing directly applied or 3-6-1 oc pudins, except end verticals. Rigid ceiling directly applied or4-11-12 oc bracing. 1 Row at midpt 5-19. 8-19, 8-15, 11-15, 11-14 NOTES- (8) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=l60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsh h=201t; Cat. II; Exp B; Encl., GCpl=0.18; MW FRS (envelope) and C-C Extedor(2) zone; cantilever left exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 fall by 2-0-0 wide WIN fit between the bottom chord and any other members, with BCDL=10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 23=595, 13=608. 6)'Tbis manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A Alban! PE No.39380 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 Q WARNMIS-Verlfydes/gnparemet..dREAO NOTES ON TN/SAND WCLUDW MF7EKREFER4NCEPAOEMt,7M.v. 1011132015BEFOREOSE Design valid for use only with MReIQ connectors. IDB design Is based only upon parameters shown, and Is for an Individual bulding component, not a fuss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall builtling design. Bracing indicated Is to prevent buckling of Individual buss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always reoulretl for slabilliy and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobrlcation storage, delivery, erection and bracing of musses and truss systems, seeAN3VIpli QualM CMarb, OSS49 and SCSI Building Companont 69N Palle East Blvd. Safety Informotbewoilcble from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type -7 Oty Ply 1440470-Testa Res. T16120521 1440470 T15 Hip 1 1 Job Reference (optional) aullders rlrsraource, clam Uny, VL JJbab B.zzu s Nov 1B Zulu Mu eK industries, Inc. I-n dan 2515:11:b4 Zulu rage 1 I1D:DXHLEzyAZrBSwd]Z-u11K-w14S774yE_uSIL-PJ4X10Tcn d4ZZ8AL2Wsj7E3-65-9BKchBgODtcADSZ 3 174-a2 32 4o-0 13 -1 -11-112 7002-00 82 a2 6.00 12 61 = 5 2.4 11 7x10 = 2x4 11 6 7 8 96x8 = Scale = 1:98.8 21 20 1a 18 22 17 1E 15 23 14 1a Z4 12 11 STI.5x8 STP = 46 = 4x6 = 4x8 = 5x8 20 II 5x8 = 4x6 = 3.10 11 4x6 = 44 = 4x6 = 2-0-0 1dO 17 63 ffi4 -14-0 B6-0 4-0-e 66ia 71 7a4 I 7 a1-0 Plate Offsets (X Y)-- [2:0-4-0 0-4-01 17:0-5-0 0-4-81. [21:0-4-10 0-1-81 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(L-) -0.22 15-17 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.4015-17 >999 240 BCLL 0.0 Rep Stress ]nor YES WB 0.94 Horz(CT) 0.11 11 n/a We BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 4481b FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 2-20,10-12: 2x4 SP M 31, 10-11: 2x4 SP No.2 WEBS REACTIONS. (Ib/size) 21=2156/0-8-0, 11=2002/Mechanical Max Horz 21=252(LC 12) Max Uplift 21=-569(LC 9), 11=-571(LC 8) Max Gmv 21=2156(LC 1), 11=2027(LC 2) FORCES. (lb) -Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-404/147, 2-0=-3157/1994, 3-5=-2995/1991, 5-6=-3218/2196, 6-7=-0217/2197, 7-8=-2708/1846,8-9=-2708/1846,9-10=-1849/1173, 10-11=-1973/1301 BOT CHORD 1-21=-189/415, 20-21=-098/454, 18-20=-1877/2729, 17-18=-1620/2608, 15-17=-1947/3290,14-15— 1947/3290,12-14=-932/1604 WEBS 2-21=-1917/1468,2-20=-1391/2333,3-18=-235/321,5-18=-16B/393, 5-17=-492/992, 6-17=-452/422, 7-15=0/420, 7-14=-873/507, 8-14=-454/411, 9-14=-991/1668, 9-12=813/636,10-12=-1074/1877 Structural wood sheathing directly applied or 3-10-14 oc pur ins, except end verticals. Rigid ceiling directly applied or 5-0-1 oc bracing. 1 Row at midpt 3.18, 5-17, 6-17, 7-17. 7-14, 8-14, 9-14, 9-12 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left 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 funding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 21=569, 11=571. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A Alban! PE No.39380 MIT& USA, Ina FL Cart 6634 61 Parke East Blvd. Tampa FL 3361D Date: January 27,2019 Q WARNING - Verify design Parsmeters and READ N07ES ON MIS AND INCLUDED MIFEK REFERANCE PAGE MM114ra rsv. 1N03112015 BEFORE USE Design valid for use only with MBek® connectors. ihls design Is based only upon parameters shown, and Is for an Individual burring component, not ��- a inns system. Before use, me building designer must verity the applicability of design parameters and properly Incorporate this design Into Me overall building design. Bracing Indicated Is to prevent buckling of Individual hum web and/or chord members only. Additional temporary and permanent bracing MOW 4 always required for stability and to prevent collapse with possible personal hjury and properly damage. For general guidance regarding me fabrication storage, delivery. erection and bracing of trusses and truss systems, seeANSVTPII Cup16y CrSoda, DS649 and BCSI Bu9tlhD Component 6904 Parke East Blvd. Safety Wamrafbn e,0110ble from Truss Rate institute. 218 N. Lee Street Suite 312, Alexandra, VA 22314, Tampa, FL 33610 Jab Truss Thus Type i City Ply 1440470-Testa Res. T76120522 1440470 T16 Hip 1 1 Job Reference (optional) Builders RrstSource, Plant City, FL 33566 8.220 s Nov 162018 MiTek Inc. Fri Jan 25 15:11:56 2019 Page 1 6.0D 12 6x8 = 2x4 11 4x4 = 6.8 = 9 Scale =1:98.0 4° 20 79 18 17 16 15 21 74 1322 12 11 ST1.5x8 STP = 3x8 II 44 = 4x9 = 4x4 = 2a 1-e-0 1a23 10-1a0 284-7 3]69 J6IDa 58 C-0 Plate Offsets(XY)- r2:0-4-00-3-121 r10:Edae0-2-41 [11:Edae03-87 (20:0-4-100-1-81 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.23 15-17 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.4015-17 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.99 Horz(CT) 0.10 11 n/a n/a BCDL 10.0 Code FBC20177rP12014 Matrix-SH Weight: 4381b FT=20% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6'SP No.2 WEBS 2x4 SP No.3 *Except* 2-18: 2x4 SP M 31, 5-15,8-15,9-14: 2x4 SP No.2, 10-11: 2x4 SP No.1 BRACING - TOP CHORD Structural wood sheathing directly applied or3-10-7 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-4-2 oc bracing. WEBS 1 Row at midpt 3-17. 5-15, 6-15, 8-15, 8-14, 9-14, 9-12, 10-12 REACTIONS. (Ib/size) 20=2156/0-8-0, 11=2002/Mechanical Max Horz 20=265(LC 12) Max Uplift 20=-557(LC 12), 11=-536(LC 8) Max Gmv 20=2156(LC 1), 11=2025(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-374/123, 2-3=-3175/2022,3-5=-2931/1950, 543=-2995/2097, 6-8=-2995/2098, 8-9=-2752/1910,9-10=-2032/1288, 10-11=-1953/1314 BOT CHORD 1-20=-155/380, 18-20=-465/438, 17-18=-1910/2751, 15-17=-1552/2534, 14-15=-1606/2751, 12-14=-999/1747 WEBS 2-20= 1919/1462,2-18=-1457/2390,3-18=-190/261,3-17=-317/416,5-17=-173/478, 5-15— 3461778, 6-15=-536/499, 8-15=-266/427, 8-14=-839/672, 9-14=-867/1486, 9-12=-647/563,10-12=-1074/1924 NOTES- (9) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 4x6 MT20 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, with BCDL= tO.Opsf. 7) Refer to girders) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) except Ot=lb) 2(Pe-557, 11=536. 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer perANSI TPI 1 as referenced by the building code.' Thomas A. Alban) PE No.39380 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 Job Truss Thus Type - pty Ply 1440470-Testa Res. T76120523 1440470 T17 Hip 1 1 Job Reference o tional bulmers rnstsource, clam 14ty, PLJJbbb 8.220 a Nov 16 201B MiTek Industnes, Inc. Fn Jan 25 15:11:57 2019 Page l d 6.00 12 6x8 = 2x4 11 4x4 = 6xB = 6 7 8 9 10 23 2221 20 26 19 18 27 17 28 16 15 14 29 30 13 ST1.5xB STP= 3x10 11 4x4 = 4x8 = 44 = 4x4 = 5x8 = 2x411 ST1.5xB STP= 2-0-0 1u-0 ]-0O 16_a 20.10.a 2e109 36&] 4Y10.0 5&1-0 �1-e-0�� 6-0-0 I 32-3 10.]-13 389 ]-10.13 B-09 11J-0 Scale=1:105.0 Plate Offsets (X.Y)-- [6:0-5-4 0-3-01 f10:0-5-4 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.13 16-17 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.2413-14 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.13 25 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 458111 FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOTCHORD 2x6 SP No.2 WEBS 20 SP No.3 *Except* BOT CHORD 6-17,9-17,10-16: 2x4 SP No.2, 12-13: 2x4 SP No.1 WEBS 11-13: 2x4 SP M 31 OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 23=208/0-8-0, 22=2134/0-8-0, 25=1763/0-5-0 Max Horz 23=289(LC 12) Max Uplift 23=-83(LC 12), 22=-546(LC 9), 25=-457(LC 8) Max Grav 23=218(LC 23), 22=2161(LC 2), 25=1879(LC 2) FORCES. (lb) -Max. Comp -Wax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-293/216, 3-4=-11461779, 4-6=-2101/1393, 6-7=-2186/1601, 7-9=-2186/1602, Structural wood sheathing directly applied or 4-2-4 oc pudins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 6-19, 6-17, 7-17, 9-16, 10-16, 10-14 9-10=2145/1555, 10-11=1877/1239, 13-24=-1206/1888, 12-24=-1206/1888 BOT CHORD 1-23=-165/263, 22-23=-257/95, 20-22=-257/95, 19-20=-819/1040, 17-19=-1039/1777, 16-17=-1210/2145,14-16=-864/1602,13-14=586f873 WEBS 2-23=229/33113-22=-2043/1313, 3-20=-1123/1804, 4-20=-11831943, 4-19=-246/852, 6-17=-3571764,7-17=-452/395, 9-16=-592/488,10-16= 567/947,10-14=-336/303, 11 -1 4=-364/954,11-13=-1865/1335,12-25=-1905/1164 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=3.Opsf; h=20tt; Cat. II; Eap B; Encl.. GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left 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 pending. 4) All plates are 4x6 MT20 unless otherwise indicated. 5) This tress has been designed for a 10.0 pet bottom chord live load nonconcurent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 25 considers parallel to grain value using ANSVrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23 except Ot=lb) 22=546, 25=457. Thomas A Nbani PE 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any rt 663480 61Tek USA, Inc. FL CeRfi634 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 69D4 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 Q WARNING -Vsdfydesign pammetm, end BEAD NOTES ON THIS AND INCLUDED MnEK REFERANCE PAGE MM17473 rev. 101XY1015 BEFORE USE Design volid for use only with MOeIds connectors. This design Is based only upon parameters shown, and Is for an Individual bustling component, not a muss system. Before use, the building designer must verify the appllcobillty of design parameters and properly Incorporate this design Into the overall bullding design. Bracing Indicated 6 to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stablllty and to prevent collapse with possible personal hiury and property damage. For general guidance regarding the fabrication. storage, delivery. erection and bracing of trusses and truss systems, seeANSUIPiI Quality Cmedu. DS549 and 1101 Building Component Safety Nformrdbrpvollable from Truss Plate Institute. 218 N. Lee Street State 312. Alexandra, VA 22314. MOW 6904 Parke East Blvd. Tampa, FL 33610 Job Thus Truss Type Ply 1440470 -Testa Res. T76120524 1440470 T18 Piggyback Base �Oty 5 1 Job Reference (optional) �•, �_•+•,,- „a„�,.y.,���•�� ozcue rvov iozoismnee inousmes, Inc. rn dan zo I o: n:ae[u 1 e rages ID:DXHLEzyAZrBSwdZuKwS774yEuSL-IHuO4kXkcWFM9KO87b6103yvG6tN7sUtph"INzm5U 2-0-0 7:90 !1 -0 17-00 64 aL 26-2-12 37-54 46.9.9 56-1-0 2-0-06.0-0 -10-7 94-5 9-2-9 94-5 9�-7 6 6.00 rl2 3x6 II 6x8 = 2x4 11 5 6 7 4x6 = 44 = 8 9 Scale = 1:107.1 6x8 = 10 4x6 = STP= 0 27 Q j A 1T o 25 24 23 x9 19 is 17 28 16 29 15 14 30 13 12 ST1.54 STP= 3x4 II 3x4 11 4x6 4x8 = 4x4 = 4x4 = 44 11 46 = ST1.5x8 STP= Bxe = 4x6 = 2x4 II 2x4 = 7x10 = 3x10 II 2n 1J"c 9-0e nV` e.'c ze-z-lz J7-s4 4G9-9 sG1L 11.eo� soo zno aoo1 94-s 1 e.z-e e4-s saa Plate Offsets (X ))-- [6:0-5-4 0-3.01 110:0-5-4 0-3-01 [11:Edoe O-M] [12:Edoe 0-3-8][1 B:0.3-8 0-4-01 120:0-4-12 0-3-8) LOADING (psl) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.92 Vert(LL) -0.-17 15-16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.30 15-16 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.19 27 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-SH Weight: 4591le FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 *Except* 5-19:2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 *Except* 6-16,9-16,10-15,11-12: 2x4 SP No.2, 11-13: 2x4 SP M 31 WEBS OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 25=7510-8-0, 24=228110-8-0, 27=1750/0-5-0 Max Harz 25=275(LC 12) Max Uplift 25=-47(LC 10). 24=-645(LC 9). 27=-496(LC 8) Max Gray 25=80(LC 23), 24=2281(LC 1), 27=1775(LC 2) FORCES. (1b) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=316/270, 2-3=-260/351, 3-5= 2158/138B, 5-6=-2086/1649, 6-7=-2340/1655, 7-9=-2340/1655, 9-10=-2299/1601, 10-11=-1732/1109 BOT CHORD 1-25=-246/324, 23-24=-309/23, 5-20=-376/583, 16-18=-1000/1704, 15-16=-1319/2298, 13-15=-B37/1490 WEBS 22-24=-2002/1516,3.22=-2033/1548,3-20=-1184/2093,18-20=-953/1826, 6-20=-718/694, 6-18=-616/480, 6-16=-531/962,7-16=-526/504, 9-15=-632/537, 10-15=-688/1200, 10-13=-559/496,11-13=-831/1549, 11-27=-1814/1163 Structural wood sheathing directly applied or 4-5-2 oc purfins, except and verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 5-20 1 Row at midpt 3-20. 6-18, 6-16, 7-16, 9-15. 10-15, 10-13 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psY BCDL=3.Opsh h=20ff; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone; cantilever left 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 pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members, with BCDL= 10.Opsf. 6) Bearing at joint(s) 27 considers parallel to grain value using ANSI/TPI 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 lb uplift at joint(s) 25 except 0t=11b) 24=645,27=496. 8) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Alban! PE No.39380 MTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 Job Truss Truss Type Ply 1440470-Testa Res. T16120525 1440470 T19 Piggyback Base �Qly 1 1 Job Reference (optional) Omroers nrsrcource, rram ury, rL aaboo 0 n.ZZU a NOV 15 ZU1 a MI I eK MOUSMS, Inc. -n Jan 25 1 b:12:U1 ZUl a rage 1 dZuKwS7?4yEuSL-ifOAVOZ?88W4veAW F08VVU1 FnvZrTofAH?OkMGzm5S 6.00 12 6x8 = 2x4 11 44 = 6xB = Scale-1:105.0 STP= 23 0 1� ch 21 2019 24 25 18 17 25 16 27 15 14 26 13 12 ST1.Sx8 STP = 6xs = 4.4 = 4x8 = 4x4 = 4x4 = 44 11 2x4 11 STI.5x8 STP= 2-0U 1-aL ]UO 1&la] 262-12 3FSd 468-e 5610 ,1HsD 6 I 1P1a7 9+s I 9-2-9 1 e+$ sal Plate Offsets (X Y)- 16:0-5-4 0-3-01 110:0-5-4 0-3-01 111:Edge 0-0-81 112:Edge 0-3-8] f20:0-3-8 0-4-81 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (too) Vdefl Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.15 15-16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.27 15-16 >999 240 - BCLL 0.0 ' Rep Stress ]nor YES W B 0.86 Horz(CT) 0.19 23 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 434 lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 6-16,9-16,10-15,11-12: 2x4 SP No.2, 11-13,4-20: 2x4 SP M 31 WEBS OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 21=70/0-8-0, 20=2286/0-8-0, 23=1749/0-5-0 Max Horz 21=275(LC 12) Max Uplift 21=-137(LC 26), 20= 579(LC 9), 23=-492(LC 8) Max Grav 21=81(LC 23), 20=2352(LC 2), 23=1775(LC 2) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-336/377, 2-3=-211/425, 3-4---79/400, 4-6=-2000/1346, 6-7=-2341/1685, Structural wood sheathing directly applied or 4-5-2 oc pudins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 6-18, 6-16. 7-16, 9-15, 10-15, 10-13 7-9= 2340/1685,9-10=-2299/1620, 10-11=-1732/1120 BOT CHORD 1-21=-322/320, 20-21=-394/105, 18-20— 773/856, 16-18=-1036/1708, 15-16=-1338/2299, 13.15=-847/1490 WEBS 2-21— 170/255, 3-20=-226/256, 6-18=-268/232, 6-16=-523/968, 7-16=-532/492, 9-15=-632/551, 10-15= 701/1200,10-13=-559/500,11-13=-841/1549, 4-18— 310/1033, 4-20— 216311414,11-23=-181411173 NOTES- (9) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extefior(2) zone; cantilever left exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are 44 MT20 unless otherwise indicated. 5) The truss has been designed for a 10.0 lost 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, with BCDL=10.Opsf. 7) Bearing at joint(s) 23 considers parallel to grain value using ANSVHe1 1 angle to grain formula. Building designer should verity capacity of bearing surface. 8) Provide mechanloal connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 21=137,20=579,23--492. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any Thomas A. Alban! PE No.39380 particular building is the responsibility, of the. building designer per ANSI TPI 1 as referenced by the building code." MTek USA, Inc. FL Cud 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 Q WARNING- Ve]Iry4as19e Pxemelc]..d READNOTES ONMOMDPICLUDEDMREKREF ANCEPAGEMX74TJmv. 1�0168EFOREUSE Design valid for use only with MTekhl connector. rats tle9gn Is based oNy upon parameters shown and & for on IntlMtluol bu0tling component not Of D hU. system. Before use, the building designer must verify Me aOpllcab'l' o1 design paramefars and properly Incorporate Mils tleslgn Into me overall bulltlln8 tleslgn &Odng lntlicvletl a}o prevent bucklNg of individual hussweb ontl/or chord members oNy. Atltlitlonpl temporary and Oe Ilcracing MiTek' pm. b always requlretl for stcbllity ontl to prevent collopse with possible personol Nluryon propeM damage. For general guidance regp"'ng me /abrlcotlon storage. tlelNery, erection and bracing of trusses ontl hu. systems, seeAWf/ ' Guoltly CM�M. DS9-09 ontl aC41 aWdhtg Component 6904 Parke East Blvd. SM.tY In(Ormatbrtovpllabla hem Truv PoDte Institute, 218 N. Lee 3freet Sulfa 312, Alexpntltlo, VA 22314. Tampa, FL 33610 Job Truss Ply 1440470-Testa Res. T16120526 1440470 T20 �Truss­rype Piggyback Base �Qty 7 i Job Reference (optional) eunuers rinndource, darn ury, rL Jdaba 8.220 s NOV 16 2018 MI I ek Industries, Inc. Fn Jan 2515:12:U2 2019 Page 1 ID:DXHLEzyAZrBSwdZuKwS7?4yEuSL.AsZYimadvRexXoljpjfk2hZTgJyLCD?JVf9luizm5R 12-0° 1P2-3 + 1a-10-] 23-2-12 3]-SA I 46-9.9 I 56-1-0 2-e0 6.a 6-9A 9A 5 6.00 rl2 6x8 = M 2x4 II 46 = 44 = 6 7 8 Scale=1:105.0 6xB = 9 4.6 = STP22 a v �Ch 20 19 18 17 16 23 15 24 14 13 25 12 11 ST1.5x8 STP= 4x6 = STI.6x8 STP= 4x6 = 5x8.= 4x4 = 4x4 = 3x4 II 4.6 = 4x4 = 6.8 = 4x6 = 3.6 11 20 1dU 10.23 to-10.] 16A0 2&2-12 37a4 4&&9 IV I1 Ba i 8-2-20.18 8- .12 a_ 9A-6 834 0.40 Plate Offsets(XY)- (5:0-5-40.3-01 f9:0-5-40-3-01 (10:Edde0-0-81 (17:0-3-BOd-41 LOADING (psf) SPACING- 2-" CSI. DEFL. in (Joe) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.72 Vert(LL) -0.10 12-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.26 BC 0.44 Vert(CT) -0.1612-14 >999 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.92 Horz(CT) 0.12 22 his n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-SH Weight: 440 lb FT=20% LUMBER- BRACING - TOP CHORD II SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 5-15,8-15,9-14,10-11: 2x4 SP No.2 WEBS OTHERS 2x6 SP No.2 REACTIONS. (Us/size) 20=574/0-8-0, 17=2295/0-8-0, 22=1237/0.5-0 Max Hom 20=275(LC 12) Max Uplift 20=-174(LC 12), 17=-694(LC 9), 22=-361(LC 8) Max Grav 20=594(LC 23), 17=2313(LC 2), 22=1267(LC 26) FORCES. (Ib) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-414/135, 3-5=-209/469, 5-6=-866/648, 6-8=-865/649, 8-9=-1313/931, 9-10=-1185l737 BOT CHORD 18-20=-332/240, 17-18=-252/295, 15-17=-359/345, 14-15=-649/1313, 12-14=-505/1003 WEBS 2-20=-454/460,3-18=0/328,3-17=-684/668,5-17=-1752/1252, 5-15=-101311650, 6-15=-534/495, 8-15=-669/407, 9-14=-218/488, 9-12=-299/313, 10-12=-472/1021, 10-22=-1297/812 Structural wood sheathing directly applied or 5-8-12 oc pur ins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 2-18, 3-17, 5-17, 5-15, 6-15, B-15, 8-14, 9-14, 9-12 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsh h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone; cantilever left 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 pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 6) Bearing at joint(s) 22 considers parallel to grain value using ANSI/PIP 11 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 lb uplift at joint(s) except 01=11s) 2r,=174, 17=694, 22=361. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code' Thomas A. Albanl PE No.39380 MTek USA, Inc. FL Cart 8634 69U Parke East Blvd. Tampa FL 33610 Date: January 27,2019 OwaBWIVG- VeNlx design FeremeseFsend BEAO NOTES ON TN/SAND MCLUDED MF)EKBEFE11ANCEPAGEM6747J rev. 10e3,2015BEFOBEUSE Design valid for use only with M6e1,10 connectors. This design Is based only upon parameters shown, and Is for on hoNldual building component not a truss system. Before use, the building deslgner must verify the apalcabilty of design parameters and propery Incorporate mis design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Addltlonal temporary and permanent brochg WOW Is always required for stability and to prevent collapse with possible persond hlury end property damage. For general guidance regording the fabrlcotlon. storage, delivery. erection and brochg of trusses and huss systems, seeANSVIP11 Gaomy Criteria, D51419 and SCSI Wilding Component 69M Parke East Blvd. Salah In/oenMbFlovoYoble From Truss Rate Institute, 218 N. We Sheet Suite 31Z Alexandrlo, VA 22314. Tampa, FL 33610 Job Truss Truss Type I a Ply 1440470-Testa Res. T76120527 1440470 T21 Piggyback Base �Qty 2 1 Jab Reference (optional) oulluers rlrslJource, rlam Ury, rL JJapo 6.22USNovlb2Uld MllexmaWInes,Inc. rn Jan2blbs L:U4[mtl rage I Scale=1:107.1 6.00 ri2 6x8 = 4z4 = 4z8 = 8 6 7 Got) = 9 4x6 = STP= 25 23 22 21 20 19 17 26 27 14 13 12 11 4x6 = 4x6 = 4z4 = 4x6 = ST1.SxB STP= 4z4= ST1.5xB STP= 3x4 II 48= 4z4 It 4x6 = 2z4 = 3.6 11 6x8 = 2A 21A 1-BO 10.23 1&10.] teAO 2&So 3]A-0 iL 561d ll-e-011 a-2-3 9�-8 ]-5-0 ~ 93a -9 &1.9 83-] l 0.00 2-0 Plate Ottsets(XY)- f5:0-5-40.3.01 f9:0.5-40-3-01 r10:Edae O-0-Bj fll:Edae0-3-81 f15:0.2-12,0-3-0) f20:0-3-80-4-81123:0-5-00-1-81 LOADING (psf) SPACING- 2-0-0 C51. DEFL. in (roc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip,DOL 1.25 TC 0.75 Vart(LL) -0.11 15-16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Ven(CT) -0.21 15-16 >999 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.98 HOR(CT) 0.12 25 n(a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 453 lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 *Except' 8-14: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 *Except* 5-16,6-15,10-11,10-12:2x4 SP No.2, 9-15:2x4 SP No.1 OTHERS 2x6 SP No.2 WEBS REACTIONS. (lb/size) 23=747/0-8-0, 20=2081/0-8-0. 25=1318/0-5-0 Max Horz 23=275(LC 12) Max Uplift 23=-222(LC 12), 20=-629(LC 9). 25=-391(LC 8) Max Grav 23=749(LC 23). 20=2114(LC 2), 25=1322(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-698/425, 5-6=-1167/949, 6-8=-1493/1167, 8-9=-1489/1165, 9-10=-1211/816 BOT CHORD 21-23=-364/258, 20-21=-509/542,.15-16=-667/1166, 8-15=-521/474 WEBS 2-23=-613/612,2-21=-146/364,3-21=0/343,3-20=-668/628,18-20=-1642/1012, 5-18=-1555tl033, 5-16=-968/1639, 6-16=-8537709,6-15=-293/462, 12-15=-504/904, 9-15=-425f718,9-12=-431/416, 10-12=-547/1018,10-25=-1356/888 Structural wood sheathing directly applied or 5-6-6 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-18 9-0-6 oc bracing: 15-16. 1 Row at midpt 8-15 1 Row at midpt 3-20. 5-20, 5-16, 6-16. 9-12 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf;, BCDL=3.Opst h=20ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) zone; cantilever left 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 pending. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load 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, with BCDL= 10.0psf. 6) Bearing at joint(s) 25 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 23-222, 20=629, 25=391. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cent 6634 6983 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 Q WARNING -Vedry dss19Dparamefersend READ NOTES ON THISAND INCLUDED MMEKNEFERANCE PAGEM67473®v. YOU3,2015BEFOREUSE Design Vold for use only with Mrek® connectors. IDIs design Is based only upon parameters mown, and Is for on Individual building component, not a truss system. Before use, Me building designer must verify me applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent bucking of lndMduol buss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury antl property damage. For general guidance regarding the fabrication, storage, calvary, erection and bracing of Moses and truss systems W8ANSVTP11 Cual6y Criteria; 05349 and SCSI Building Component 69N Parke East Blvd. Safety Infornation iv liable from Truss Rate Institute. 218 N. Lee Street Sulte 31Z Alexand a. VA 22314. Tempe, R. 33610 Job Truss Truss Type Ply 1440470-Testa Res. T76120528 1440470 T22 �Qty Piggyback Base 4 1 Job Reference (optional) ewoers l-ustSoume, Plam Uaty, FL 33555 8.220 a Nov 16 2018 MiTek Industries, Inc. Fri Jan 25 15:12:06 2019 Page 1 ID:DXHLEzyAZrBSwdZuKwS774yEuSL.2dp3Y7d7zg8NOP2U2ZkgCXkC2wl38DHvOH7V1Tzm5N 110-223 186-i-0O7 2I 373V-1 4-9-D-0 0-a28-0 57-i13A-7 6.ao 12 Exit = Scale = 1:100.0 46 = 4x4 = 4x6 = 4x4 = 3x4 II 4x6 = 6xB _ .3x4 6 7 B 9 10 ST1.5x8 STP = a o m e 27 I91-4 23 - 21 20 '- '- '- '- 2x4 11 25 4x6 = 4x6 = 4x6 = 2.4 11 ST1.SxB STP= 4xd= 6T1.5x8 $TP= 4x6 = 2x4 = 4x4 = 2x4 11 6x8 = 3x6 11 6x8 2-00 21a 1R23 _aI 19-a10.7 19g0 29-SO 3]da 0.M130 5s0.1-0 feu eza eo-9 ].so sou s]a log 1 660 20 Plate Offsets (X Y)- f5:0-5-4 0-3-01 113:0-2-12 0-3-01 120:0-3-8 OA-81 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(L-) -0.08 15-17 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.1517-18 >999 240 SCLL 0.0 ' Rep Stress Incr YES WB 0.97 HOrz(CT) -0.01 27 n/a rda BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 433 lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 *Except' 24-25:2x4 SP No.2, 9-25: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 *Except- 10-12: 2x4 SP No.1, 5-17,6-15: 2x4 SP No.2 WEBS OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 20=1828/0-8-0, 23=759/0-8-0, 27=1134/0-5-0 Max Horz 23=347(LC 12) Max Uplift 20= 589(LC 9), 23=-187(LC 12), 27=379(LC 8) Max Gmv 20=1891(LC 2), 23=760(LC 23), 27=1139(LC 24) FORCES. (lb) -Max. CompJMax. Ten. -All fames 250 (Ib) or less except when shown. TOP CHORD 2-3=-716/274, 5-6=-953/645, 6-8=-984/695, 8-9=-750/549, 9-10=-753/549, 12-27=-615/1055 BOT CHORD 21-23=-518/313, 20-21=-557/558, 15-17=.545/953, 12-13=-223/358 WEBS 18-20=-1420/945,5-18_ 1301/966,10-13=-513/896,2-23=-622/537,10-12=-1044/666, 2-21=39/379, 3-21=0/341, 3-20=-066/650, 5-17=-760/1320, 6-17- 628/571, 13-15=-534/964, 8-13=-011/264 Structural wood sheathing directly applied or 6-" oc puriins, except end verticals. Rigid ceiling directly applied or 6-" no bracing. Except: 1 Row at midpt 9-13 1 Row at midpt 5-20, 3-20, 5-17, 6-17, 6-15, 8-15, 8-13 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; Cantilever left exposed ;C-C for membersand forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with anyother 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) 27 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of beadng surface. 7) Plbvide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 20=589. 23=187, 27=379. 8)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A.Alban! PE No.39360 61Telt USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 Q WARNING -Verity&09-Parameters And READ NOTES ON THISANU INCLUDED A1rEKREFERANCEPAGEMX747 nn, 1NAY20156EFOREUSE. Design volltl for use only wIM Mnek®connecton. fib tleslgn Is basetl only upon parameters shown, antl b for an Intlividual builtling component, riot a fNA system. Beforethe builtling tlaslgner must verity the applicablllfy of design parameter Ond propeAy Incarporale M& design Info the overall builtling design. &acing Indicated is to prevent buckling of lndNldual huuweb antl/orchard members only. AtltlMonal temporary antl peenanenf bracing k always required for stablllty antl fo prevent Collapse with possible personal Injury and prapery tlamage. For general guitlance regartling Me fabrlcanan, storage: delivery, erection antl bracing of mrsses and truss systems, seeANSVRI l DuoIByCdt�da, DSg-09 antl SCSI IWldhp Componml Sably Informatblxrvolloble ham Tess Plato Institute, 218 N. Lae Sheet. Su a, 312. Alexandria VA 22314. �� MiTek' 690a Peke East Bhd. Tampa, FL 33610 Job Truss Toss Type , dry Ply 1440470-Testa Res. T76120529 1440470 T23 Hip 1 1 Job Reference (optional) ounaers nrsmource, "am ury, rL 00000 drew s NOV lb zmu Mn e6 mausmes, mc. rn aan zo l o: ¢:ue zu i e rage i ID:DXHLEzyAZrBSwdZuKwS774yEuSL-90xpzpeOUH05FjCt9_m8HypVkkzwmNCubcc6Mzm5L I1-:23 12-86 —6�6-�-0 sao2202e611 o-3-0 -0 b R.00 12 B.e — 3.6 11 5 8 44 = 4x6 = 3x4 11 6xe = 7 g 9 10 4x6 = STP= 27 25 24 23 222621 .. IS 3U 31 16 1b 14 J2 Ja 13 4x6 = 5X6 = 4x4 = 4x6 = ST1.Sx8 STP= AM ST1.Sx8 STP= 3z4 II 4x6 = Sxfi = 4x6 = 6.8 11 3z8 II ExS = Scale =1:107.1 2oa 1-e-0 lo-za 2100 zean a]-e-0 a-fao sales 1-00 T 8-2-3 &9-13 { 2-0d I BSO BbO ]-2-0 M a4-0 113U Plate Offsets (X Y)-- 1109-5-4 0-3-01 11 TO-2-12 0-Ml, [22:0-3-8 0-0-81 125:0-5-00-1-81' LOADING (psq SPACING- 2-0-0 CSI. DEFL in (too) Well Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.14 18-20 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT)-0.2518-20 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.99 Horz(CT) 0.08 27 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-SH Weight: 478 lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied orb-0-0 oc puriins, BOT CHORD 24 SP No.2 *Except* except end verticals. 9-16: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 *Except' 9-7-3 oc bracing: 17-18 6-18,7-17,12-13: 2x4 SP No.2, 11-13: 2x4 SP No.1 6-0-0 oc bracing: 14-16. OTHERS 2x6 SP No.2 1 Row at midpt 9-17 WEBS 1 Row at midpt 3-22, 5-22, 6-18, 7-18, 10-14, 6-20 REACTIONS. (lb/size) 25=74310-8-0, 22=208610-8-0, 27=131610-5-0 Max Horz 25=290(LC 12) Max Uplift 25=-208(LC 12). 22=-603(LC'9), 27=-374(LC 8) Max Grav 25=745(LC 23), 22=2111(LC 2), 27=1323(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-686/406, 5-6=-140/384, 6-7=-1135/935, 7-9= 1327/1096, 9-10=-1324/1094, 10-11=-1251/894,13-26=916/1349,12-26— 916/1349 BOT CHORD 23-25=-373/271, 22-23=-490/529, 17-18=-590/1135, 9-17=437/397, 13-14=-445/624 WEBS 2-25=-612/608, 2-23=-118/343, 3-23=0/344, 3-22=-650/607, 20-22_ 1677/1044, 5-20=-414/534, 6-18= 791/1410, 7-18=-770/658, 7-17= 240/361, 14-17=-489/975, 10-17=-325/564,10-14=-264/242,6-20=-1233/545,11-14=-147/542,11-13=-1356/1020, 12-27=-1339/870 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsb h=20ft; Cat. II; Exp B; Encl., GCpi-0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left 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) Tilis truss has been designed for a 10.0 psf bottom chard live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fit between the bottom chard and any other members, with BCDL = 10.Opsf. 6) Bearing at joint(s) 27 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify c*acity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 25=208, 22=603, 27=374. 8) 'This manufactured product is designed as. an individual building component. The suitability and use ofthis component for any Thomas Albanl PE No.39380 particular building is the responsibility of the. building designer per ANSI TPI 1 as referenced by the building code.' MiTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 Q WARNING -Vex/ty design Parnmerem and READ NOTES ON THIS AND MCLUOEO MREK REFERANCE PAGE MIP74M rev. la,=a15 BEFORE USE Deslgn valid for use only with MTels" connectors. Ihls design 6 based only upon parameters shown, and k for an IndiVduol building component, not ��- o truss system. Before use. me building designer must verity In cpP"..bllityof deslgn parameters and propery Nco,porate this deslgn Intothe overall bulltling deslgn, Bracing lntllcoted is to of individual truss web and1., chord members only. Adtlikonal temporary antl permanent brodng MITek- preventbuckling Is always required for stablllN antl to prevent collapse with possible personal Injury and property tlamage. For general gultlance regO,tling he tobncotion, storage, tlelNery. erection antl brodng of busses and buss systems seeANSVIPl1 Cub cm.d0, os0-0v Dad BCSI wgdY10 r InPbn.nt 69M Parke East Blvd. Sabry N/osmxdbrttvatableham Trust Plots Insflhn 218 N. Lee street Suite 312 AlaxOnOr'. VA 22314. Tampa, FL 33610 Jab Truss Truss Type . Ply 1440470 -Testa Res. T16120530 1440470 T24 Hip �Oty 1 1 Job Reference o tional nunaers rusibource, clam Ull rL aab60 6.220 a Nov 15 2018 MI I eK Industries, Inc. Fn Jan 25 15:12:11 Lulu Page 1 ID:DxHLEzyAZrBSwdZuKwS774yEuSL-PbcybghGnCmg6AxRg6KrvbR0 x7VpHMeaZrGjhzm5l Iz-1 16-1Go 12l0o1 2e-0-12 1 37-10 ae-la-o I 56.1E 2-p0 8-2-3 8-7-13 2.2-0 ]-0-129-2-0 6xe 44 = US = 3x4 II 5 6 7 8 Scale=1:107.1 US = 9 4.6 - STP = a 25 0 N 1� 23 22 21 20 19 17 26 - 1.5x8 44 x27 14 13 12 11 __ = _ STSTP= 4x6 _ _ 4x4 = ST1.5xe STP= 4x6 3x4 II US US = 4.4 11 4x6 = 2.4 = 34 II axe = 2-0a LOADING (psg SPACING- 2-0-0 CSI. I DEFL. in (Ioc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.11 15-16 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.21 15-16 >999 240 BCLL 0.0 Rep Stress Incr YES W B 0.98 Horz(CT) 0.12 25 n/a rda BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 *Except* 8-14: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 *Except* 5-16,6-15,10-11.10-12: 2x4 SP No.2, 9-15: 2x4 SP No.1 OTHERS 2x6 SP No.2 WEBS REACTIONS. (Iti/size) 23=745/0-8-0, 20=2081/0-8-0, 25=1319/0-5-0 Max Horz 23=274(LC 12) Max Uplift 23=-222(LC 12), 20=-630(LC 9), 25=-392(LC 8) Max Grav 23=748(LC 23), 20=2116(LC 2), 25=1323(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -All fames 250 (lb) or less except when shown. TOP CHORD 2-3=-694/422, 5-6=-1172/952, 6-8=-1499/1170, 8-9=-1496/1168, 9-10=-1211/816 BOT CHORD 21-23= 365/259, 20-21=507/539, 15-16=-671/1172, 8-15=-523/476 WEBS 2-23=-611/611, 2-21>143/360, 3-21=0/341, 3-20=665/626, 18-20=164311012, 5-18=-1555/1033,5-16=-971/1644,6-16=654/710,6-15= 294/462,12-15=-504/904, 9-15=-429!/24,9-12=-433/418, 10-12=-549/1020,10-25=-1357/889 PLATES GRIP MT20 244/190 Weight: 453 lb FT=20% Structural wood sheathing directly applied or 5-6-9 oc Fulfils, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-18 9-0-2 oc bracing: 15-16. 1 Row at midpi 8-15 1 Row at midpt 3-20. 5-20. 5-16. 6-16, 9-12 NOTES- (8) 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10: Vull60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opst Ill Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ;C-C for members and fames & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 25 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 1001b uplift at joint(s) except at=lb) 23=222, 20=630, 25=392. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of thebuilding designer per ANSI TPI 1 as referenced by the building code.' Thomas A. All PE No.39380 SET& USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 QWARNING- Verllydealg-ParemeleweREREAONOMSONMSANDINCLUOEOMREKREFERANCEPAGEMX74".. I&IM14015BEFOREUSE Design valid for use only with Minel G) connectors. This design Is based Orl upon parameters shown and Is for on Individual building component, not a truss system. Before Use, the building designer must verify the appllcoattly of design parameters and properly Incorporate this design Into the overall buiIcing design. Bracing Indicated is to prevent buckling of lndNldual puss web and/or chord members only. Additional temporary and permanent bracing Isalwaysrequaed for stoblllty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses end hum systems seeANS17rP11 Quality Criteria. DSB419 and SCSI null Component Safety InfomsaMoswoicble from Truss Plate Insfil 218 N..Lee Sheet Suite 312. Alexandria VA 22314. MiTek' 6904 Parke East BNd. Tampa, FL 33610 Job Truss Truss Type , OtY ply 1440470 -Testa Res. T76120531 1440470 T25 Hip 7 7 Job Reference o !anal owmms nrawuume, ram ury, r� a4000 8.220 a Nov 16 2018 Mi I ek mdusmes, Inc. Fn Jan 25 15:12:13 2019 Page T d 6.00 F12 6x8 = 5 6 2x4 11 4x4 = 7 a 9 Scale=1:105.0 axe = 10 -- STP= m a 23 m 0 21 20 19 18 17 24 16 25 1514 26 13 12 ST1.5x8 STP = 4x4 = ST1.5x8 STP= 5.8 = 44 = 44 = 3x4 11 3x6 II 6x8 = zao h 0-0,e H023 18-00 2&tti 30-169 5610 B83 BAA3 9-11-0 I IN INS 99- T."T ]30 0-0d Plate Offsets (X Y).- 16:0-3-80-3-01 f11:0-8-8 Edge? 118:03-8 0-4.41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.10 15-16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.19 15-16 >999 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.75 Horz(CT) 0.11 23 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-SH Weight: 430 lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOTCHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 6-16,9-16,10-15,11-12:2x4 SP No.2 WEBS OTHERS 24 SP No.2 REACTIONS. (lb/size) 21=653/0-8-0, 18=2178/0-8.0, 23=1274/0-5-0 Max Horz 21=261(LC 12) Max Uplift 21=-230(LC 12), 18=-723(LC 9), 23=360(LC 8) Max Grav 21=660(LC 23), 18=2194(LC 2), 23=1299(LC 2) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=527/246, 3-5=-140/335, 5-6=-93/292, 6-7_ 1057/795, 7-9=-1057/795, 9-10=-1493/1045, 10-11= 1108/698 BOT CHORD 19-21=-366/261, 18-19= 345/441, 16-18= 292/194, 15-16=323/1493, 13-15=-520/962 WEBS 2-21=-516/531, 3-19=0/313, 3-18=-645/605, 6-18=-1646/1175, 6-16=-991/1679, 7-16=-529/500, 9-16=-599/330, 9-15=-272/322, 10.15=403/747, 10-13=447/402, 11-13=-54411073, 11-23=-1323/829 Structural wood sheathing directly applied or 5-7-1 oc pudins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 2-19. 3-18, 6-18, 6-16, 7-16, 9-16, 9-15, 10-15, 10-13 NOTES- (9) 1).Unbalanced roof live loads have been considered for this design. 2) Wind; ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opst h=20ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left 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) All plates are 46 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent 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, with BCDL = 1 O.Opsf. 7) Bearing at joints) 23 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 100lb uplift at joint(s) except at=lb) 21=230, 18=723, 23=360. 9)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A Alban! PE No.39380 61iTek USA, Inc. FL Cert 6934 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 Job Thus Truss Type Ply 1440470-Testa Res. T76120532 1440470 T26 Hip �Chy 1 1 Job Reference (optional) Builders RmiSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 25 15:12:15 2019 6.00 12 Scale=1:100.7 6x8 4x4 = 3x4 11 4x4 = 6x8 = 5 6 7 g 9 10 11 12 27 26 25 31 32 24 23 21M 34 18 17 16 d5 15 14 ST1.5x8 STP = 4xB = ST1.5x8 STP= 3x4 11 5.8 = 44 = 3xio 11 2x4 = 3xB 11 6.8 = zoo 1.0-0 1623 1fW0 210a 20-a14 3]0-0 4&76 5a fi6d-0 4 0-0 r 823 0-M IT 7MV 1 Bill-2 b]d I 7.11 5-BU LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Ven(LL) -0.11 19-20 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Ven(CT) -0.2319-20 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.94 Hoa(CT) -0.00 24 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-MSH LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 *Except' 9-18:2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 *Except* 12-16:2x4 SP No.i WEBS REACTIONS. (lb/size) 27=728/0-8-0, 24=2119/0-8-0, 14=1351/Mechanical Max Hom 27=235(LC 12) Max Uplift 27=-225(LC 12), 24=-694(LC 9), 14= 424(LC 8) Max Gmv 27=729(LC 23), 24=219B(LC 2), 14=1352(LC 24) FORCES. (lb) -Max Comp./Max. Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 2-3=-642/358, 3-5=-610/601, 6-7=-1420/1024, 7-9=-1914/1340, 9-11=-1903/1333, 11-12=-1499/1077,12-13--997/660,13-14=-1309/868 BOT CHORD 25-27=-395/287, 19-20=843/1420, 9-19— 413/395, 15-16=-507/861 WEBS 2-27=-642/694, 2-25=-19/315,3-25=-383/524, 5-25=-547/665, 5-24=471/360, 22-24=-1587/1032, 6-22=-1516/1052, 6-20=-ll 18/1860, 7-20=-868l719, 7-19= 390/613, 16-19=307/1388, 11-19= 354/569, 11-16= 785/601, 12-16=-576/973, 12-15=-612/476, 13-15=-654/1124 PLATES GRIP MT20 244/190 Weight: 455 Its FT=20 Structural wood sheathing directly applied or 5-0-1 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 20-22 6-0-10 oc bracing: 19-20. 1 Row at midpt 5-24, 6-24, 6-20 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4;2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left 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) All plates are 4x6 MT20 unless otherwise indicated. 5) Tills 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 lit between the bottom chord and any other members, with BCDL = I O.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Its uplift at joint(s) except Qt=lb) 27=225, 24=694, 14=424. 9)'This manufactured product is designed as an individual building component. The suitability and use ofthis component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building, code.' Thomas A. Alban! PE No.39360 MiTek USA, Inc. FL Cen 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 QWARNING-Verity design Premefere and READ NOTES ON MIS AND INCLUDED MREK REFERANCE PAGE MIP74M rev. 10=015 BEFORE USE. Design valid for use only with MBekO connectors. This design Is based any upon parameters shown, and Is for on Individual bursting component, not ��' a taus system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bullding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Inlury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems seeANSVTPN Qupl8v Criteria. OSBd9 and BCSI Bulding Component 69M Parke East Blvd. satisfy Infalmafbmvcloble from Truss Hate InsliVe. 218 N. Lee Street. S kte 317. Alexondrlo. VA 22314, Tampa. FL 33610 Job Truss Truss Type , Ply 1440470 -Testa Res. T76120533 1440470 T27 Hip �Qty 1 1 Job Reference (optional) o,.,,uma nmraaume, rime x,iry,, uoaoo u Y C - 6.00 12 Sal = 4 5 e.zzu s Nov t o zut is for I eK 4x4 = 30 11 4x4 = 6 7 8 g 10 Inc. I'n Janzblb:lz:ib Lulu ragai CtyPdtvDm9vLyiaUY W NjrY1 Ouzini -8-0 To_-0 11-7 3.A0 Scale = 1:98.8 643 = 11 ere p N ^ Nid 26 25 24 27 23 22 ev ea 17 16 15 29 14 13 ST1.5x8 STP = 4x4 = ST1.Sx8 STP= 3x4 11 51 = 4x4 = 3x10 11 6x8' 2x4 = 6x8 = 2u >_-eull taus tsuu Iztuol. zaot4 s74w as-s I. Us �ssJ-o 'tau n-oo euu zuu 7-o-t4 a-n-z 7-e t2. 7-tt-z a-aa Plate Offsets (X Y)- 11:0-2-4,0-0-101 118:0-2-12 0-3-01 [23:0-3-8 0-4-8] (26:0-M 0-3-01 LOADING (psq SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Of DOL 1.25 TC 0.52 Vert(LL) 0.14 1819 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.2618-19 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.98 Hom(CT) 0.01 23 n/a n/a BCDL 10.0 Code FBC20177tP12014 Matrix-SH Weight: 441 Its FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-11 oc pudins, BOT CHORD 2x6 SP No.2 `Except' except end verticals: 8-17: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 -Except' 9-5-9 oc bracing: 24-26 5-23,11-15: 2x4 SP M 31 6-0-0 oc bracing: 19-21 7-6-10 oc bracing: 18-19. WEBS 1Raw at midpt 4-23.5-19 REACTIONS. ith/size) 26=705/0-8-0, 23=2153/0-8-0, 13=1340/Mechanical Max Horz 26=222(LC 12) Max Uplift 26= 214(LC 12), 23=-728(LC.9), 13=-438(LC 8) Max Gran, 26=705(LC 23), 23=2153(LC 1), 13=7341(LC 24) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-282/0, 3-4=-410/220, 5-7=-1614/1075, 7-8=-2220/1468, 8-10=-2204/1460, 10-11=16511M 1 17,11-12=-768/493,12-13- 1327/839 BOT CHORD 24-26=-608/548, 23-24=-187/286, 18-19=-959/1614, 8-18=-037/416, 14-15=402/678 WEBS 3-26=.6511703, 3-24=-290/440,4-24=-73/400,4-23=-614/429, 21-23=-1628/1051, 5-21=-1557/1071,5-19=-1267/2095,7-19=-872/725,7-18=462p13,15-18=-885/1489, 10-18=425/682,10-15=-849/674,11-15=-777/1282;11-14=-797/586,12-14=-668/1137 NOTES- (9) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left exposed ;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 4x6 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, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at johil except (jt=lb) 26=214, 23=728, 13=438. 9)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer perAN51 TPI 1 as referenced by the building code.' Thomas A.A@anl PE No.39380 IllTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 O WARNING-VallydedgnparemerenenJREADNOTES ON THISMI)INCLUDED MREKREFENANCEGAGEMl MI. tvasmolSSEFOREUSE Design valltl for use only with M8e& connectors. lh6 design Is based only upon parameters shown, and Is for an Inc Mdual building component, not a floss system. estate use, me building designer must verify the applicability of design parameters and properly Incorporate this design Into the ovoroli building design. Bracing Indicated b to prevent buciding of indivldualhow web and/or chard members only. Additional temporary and permanent bracing MiTek' 6 always required for stoblllty antl to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and Oracing of busses and trusssystems sseANStnPll CualNy CMnN, DS6d9 and lC51 Bulding Component Safely Informational from Truss Plate Institute, 218 N. Lee Sheet Suite 31Z Mexandi VA 22314. 6904 Parke East Died. Tampa, FL 33610 Job Thus Truss Type 1 Ply=1) T761205341440470 T28 Hip �Qty 1 tlUnoem FIrslbource, [Tara Uly, rL'J3bbb 5.22USNOV162U16MIIBKInamines.lOF FOJan Zb1b:12:162U19 ti 0 6.00 F12 6x8 = 3 Scale=1:98.3 3x4 II 4x4 = 3x4 It 4x4 - 6x8= - -- 4 6 6 7 8 9 10 11 24 23 22 25 21 20 ,e 15 14 13 26 27 12 ST1.54 STP = 44 = ST1.54 STP= 3x4 11 5xs = 6x3 = 3xs II 2x4 = 6x8 = 2n 1-9-0 11d9 VFW W 29-0.14 3]-0O 4646 56iO �nea11 can 1 eao zaa� woo -la I e-ma I ens I 1oa10 Plate Offsets (X Y)- r1.0-2-4 0-0-101 [2:0-4-0 0-4.01 rl2:Edce,0-4-41 [16:0-2-12,03-OL [21:0-3-8 0-4-81 LOADING (psf) SPACING- 2-0-0 CSL OEFL in (too) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(L-) 0.17 16-17 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.33 16-17 >999 240 BCLL 0.0 ' Rep Stress ]nor YES WB 1.00 Horz(CT) 0.01 21 n/a n/a BCDL 10.0 Code FBC2017?PI2014 Matdx-SH Weight: 4211b FT=20% LUMBER- BRACING - TOP CHORD 2xii SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 *Except* 7-15:2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 *Except* 4-21,13-16: 2x4 SP M 31, 4-17.6-16: 2x4 SP No.2, 9-16: 2x4 SP NoA WEBS REACTIONS. (Ib/size) 24=690/0-8-0, 21=2174/0-8-0, 12=1333/Mechanical Max Herz 24=207(LC 12) Max Uplift 24=-206(LC 12), 21=-748(LC 9), 12=-455(LC 8) Max Grav 24=690(LC 23), 21=2174(LC 1), 12=1333(LC 1) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 273/100, 2-3- 531/243, 4-6=-1909/1201, 6-7=-2682/1705, 7-9=-2663/1696, 9-10=-1842/1167 BOT CHORD 1-24=-179/305, 22-24=-488/355, 21-22=-286/370, 16-17=1151/1909, 7-16=-479/455, 12-13= 241/363 WEBS 2-24=-574/619,3-22=0/359,3-21=-691/497,19-21=-1683/1103,4-19=-1612/1123, 4-17=-1455/2417,6-17=-865/718,6-16=-564/869,13-16=-1003/1665,9-16=-595/924, 9-13=-927/755,10-13=-1041/1761,10-12=-1323/909 Structural wood sheathing directly applied or 4-2-6 oc puriins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-" oc bracing: 17-19 6-10-12 oc bracing: 16-17. 1 Row at midpt 3-21, 4-17, 10-13 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft.Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone; cantilever left exposed ;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 4x6 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with anyother 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, with BCDL= 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) except 01=11c) 24=206, 21=748, 12=455. 9)'This manufactured product is designed as an individual building component. The suitability and use of this component for any. particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Alban PE No.39360 MiTek USA, Inc. FL Cart 6634 8904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 Job Truss Truss Type , OtY Ply 1440470-Testa Res. T76120535 1440470 T29 Roof Sperial 7 1 Job Reference (optional) ounuers nrsraourca, rlam lay, IL.]Japo 6.22U S NOV 15 2Uld MI IeK InallstneS, IOa. her Jan 2515:1"2:2U 2U1B Pagel 6.00 12 Sx6 = 6x8 = 4 5 Scale =1:100.7 44 = 4x6 = 5x6 = US = 3.4 II 44 = 4.4 = 5x6 = 6 -. a O 1n.. 12 13 26 25 24 23 22 5x6 = 17 16 15 14 4X6 4x6 = 4xB - ST1.5xB STP= 4x6 3x4 II 8x10 = 4,6 = 3xIO 11 ST1.5x8 STP= SAO = 3x6 II 7x10 = zoo -e.zo l I 49-_21da-0l1 Val? Uz-e aWt-O4FIO zIa Plate Offsets (X YI-- r1:0-2.4,0-0-101 rl6:0-5-0.04-Bl rl8:0-2-8 0-3-41 (23:0-5-0 0-4-121. LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.22 18-19 >999 360 MT20 244/190 - TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.41 18-19 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.85 Horz(CT) 0.01 14 n/A n/a BCDL 10.0 Code FBC20171TP12014 Matrix-SH Weight: 411 lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 *Except* 9-17: 2x4 SP No.3, 18-20: 2x6 SP M 26 BOT CHORD WEBS 2x4 SP No.3'Except' 6-23: 2x6 SP No.2, 6-19,8-18: 2x4 SP No.2, 12-16,13-15: 2x4 SP M 31 WEBS REACTIONS. (lb/size) 14=1283/Mechanical, 26=579/0-8-0, 23=2336/0-8-0 Max Horz 26=195(LC 12) Max Uplift 14=457(LC 9), 26=-181(LC 12), 23=-790(LC 13) Max Grant 14=1289(LC 24), 26=590(LC 23), 23=2336(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-317/59, 2-3=-444/256, 34=-287/153, 5-6=408/652, 6-8=-2097/1217, 8-9=-3153/1914,9-10=-3113/1890,10-12=-2377/1436,12-13=1641/999, 13-14- 1226l798 BOT CHORD 1-26=-72/322, 24-26= 368/322, 19-21=-835/523, 18-19=-1217/2097, 9-18=-384/368, 16-17=-187/265,15-16=-999/1641 WEBS 2-26=-390/403,5-24=-621255,5-23=-944/656,21-23=-1731/1151,6-21=-1657/1169, 6-19=-1869/3099, 8-19=9071746, 8-18=-749/1153.16-18=-1279/2161, 10-18=-544/8B5, 10-16=-800/587,12-16=-524/BB4,12-15=-915f700,13-15=-118511945 Structural wood sheathing directly applied or 3-8-15 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-21 9-0-8 oc bracing: 18-19 7-5-1 oc bracing: 15-16. 1 Row at midpt 5-23, 6-19, 8-18 NOTES. (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0ps1; h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Pmvide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001la uplift at joint(s) except (jt=1b) 14=457, 26=181, 23=790. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any Thomas A Alban! PE No.39380 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' MiTek USA, Inc. FL Cert 9634 8964 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 Q WARNING -VerKy design parameters end READ NOTES ON MIS AND INCLUDED MMEK HEFERANCE PAGE MIF74)3 mv. latumO15 BEFORE USE Design valid for use only with MFG& connectors.4tis design Is based only upon parameters shown and is for an Individual building component, not a hum system. Before use, the bulldln0 designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Brocing Indicated is to prevent buckling of Individual hand web and/or chord members only. Additional temporary and permanent bracing NOW is always requited far stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage, delHery, erection and bracing of busses and truss systems, seeANSLgP1I Cual6y Criteria. OSBA9 and BCSI Building Component 69M PaAe East Blvd. Safety Wonnatbmvollable from leas Plate Institute, 218 N. Lee Sheet, Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type s Oty Ply 1440470-Testa Res. T78120536 1440470 T30 Roof Special Girder 1 2 Job Reference (optional) ounuers nrsrauuma, mmm lay, rlaa000 a.eeu a Nov lozmemnexmousnzo mc mes,mc. rnua:lzozro urage ID:DXHLEzyAZrBSwdZuKwS7?4yEuSL-TTOdiz gFpfXPUaKDm5M01ZfJ_Oeg4lrlOZZIJzm53 12-0-0 510.133 14.3230 1342 S9-0e-00 21-00.-0 24-11-0 31-1-374 43-2 49-8-11 F8-00 2-00l3013-0 6-0-4 67.5 Scale = 1:100.2 5x6 = 6.00 12 40 = 46 = 4 6x8 = 4x12 = 40 = 4x6 = 3.4 II 4x4 = 4x4 = 5x6 = 2x4 1 5 6 30 31 73233 34B 83536 37 10 383940 4111 12 4243" 13 4546 47 14 3 2x4 II 2 b 1 d 20 d 49 23 562 515253 1-545556 q 57 29 27 26 28 25 4 4 19 68 59 17 16 18 60 61 62 6364 65 15 = 4x6 - 4x6 = 4x4x6 B - 5T1.5x8 STP = 3x4 I 4x6 = 4x4 = us ST1.5x8 STP= 3x10 = 4.8 = 6x8 = fix8 = 2x4 II 7x10 = 2D 1d-0 162-0 19-00 218n 29.1d 31-1-0 3]UO 43-&2 49-&11 5&0.0 1.0-0I N 0-1p-0 24a a-1-0 8-04 510.0 63-2 65-9 6-Z5 o .0 Plate Offsets (X Y)-- 11:0-2-4,0-0-101 16:0-5-8,0-2-01 120:0.2-12,03-01 122:0-3-8 0-2-01 126:0-5-00-4-41 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (too) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Ven(LL) 0.35 20-21 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.45 20-21 >992 240 BCLL 0.0 ' Rep Stress Incr NO W B 0.93 Horz(CT) 0.01 15 Na Na BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 802 lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x6 SP No.2 *Except* except end verticals: 10-19: 2x4 SP No.3, 20-23: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3*Except* 6-26: 2x6 SP No.2 REACTIONS. (lb/size) 15=1911/Mechanical, 29-387/0-8-0, 26=3372/0-8-0 Max Horz 29=169(LC 8) Max Uplift 15=-1129(LC 5), 29= 340(LC 27), 26=-1740(LC 9) Max Gray 15=1916(LC 20), 29=575(LC 15), 26=3372(LC 1) FORCES. (Ib) - Max Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-395/224, 2-3=-533/391, 3-4=45a/368, 4-5=-474/399, 5-6=-958/1713, 6-7= 2201/1280,7-9=-5183/3020,9-10=-6340/3736, 10-11=-6251/3688, 11-13=-4457/2639,13-14= 2956/1760,14-15=1826/1122 BOT CHORD 1-29=-232/399, 27-29=4011428, 26-27=-714/595, 22-24=-2377/1329, 21-22=-1280/2201, 20-21=3020/5183,10-20=-455/360,17-19=-403/691,16-17=-1760/2956 WEBS 2-29=-392/336, 4-27=-317/339, 5-27=-453/816, 5-26=-1269/535, 24-26=-2552/1474, 6-24=-2484/1475,6-22=-2819/4906,7-22=-1692/1071,7-21=-1895/3256,9-21=-1024/682, 9-20=-781/1271,17-20=-2266/3816,11-20=-1138/1946, 11-17=-1295/878, 13-17- 1004/1715,13-16=-1397/956,14-16=-1985/3334 NOTES- (11) 1) 2-ply truss to be connected together with 1 Old (0.131'x3°) nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 -1 row at 0-9-0 Do. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0.9-0 oc, 2x4 -1 row at 0-9-0 Do. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 Do. 2) AlMoads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psY BCDL=3.Opsf; h=20R; Cat. II; Exp B; Encl., GGp1=0.18; MWFRS (envelope); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' 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 Thomas A. Alban! PE No.39389 Will fit between the bottom chord and any other members. MTek USA, Inc. FL Ced 6634 8) Refer to girder(s) for truss to truss connections. 6984 Parke East Blvd. Tampa FL 33610 9) Provide mechanlcal connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Date: 15=1129, 29=340, 26=1740. January 27,2019 Q wARNING-Verllyeeslgn Parerneferean,l READ NOTES ON TNISANU INCLUDED MITEKREFERANCEPAGEN6747arev. totefa:0ISB£FOREUSE Design valid for use only with MQekO connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not a truss system. Before use, the building designer must verify the oppllcabllly, of design parameters and properly Incorporate this design Into the overall buldingdesign. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW 4 always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobrlcoBon storage, delivery, erection and bracing of innses and hues systems. seeANSUVII GuetBy, CrBeM. D58419 and BCS1 building Component 69N Pads East Blvd. Safety Nformaf onwallable from Truss pate Insntute, 218 N. Lee Sheet. Sulte312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type s Oty Ply 1440470 - Testa Res. T76120536 1440470 T30 Roof Special Girder 1 2 Job Reference (optional) benders Hrstsource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fn Jan 25 15:12:27 2019 Page 2 ID:DXHLEzyAZrBSwdZuKwS7?4yEuSL-xga?yJt107n01 e9WmTcbZzeg3OMtZX??F2j6HI=52 NOTES- (11) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 96 lb down and 107 It, up at 20-4-13, 97 lb down and 94 lb up at 22-4-12, 97 lb down and 94 lb up at 24-4-12, 97 Ib down and 941b up at 26-4-12, 97 Ib down and 94 lb up at 28-4-12, 97111 down and 94 Ib up at 30-4-12, 971b down and 94 lb up at 32-4-12, 9711a down and 94 Ib up at 34-4-12. 97 lb down and 94 It, up at 364-12, 96111 down and 107 Ib up at 38-4-12, 96 Ito down and 107 lb up at 40-4-12, 96 lb down and 107 lb up at 42-4-12, 96 Ib down and 107 lb up at 44-4-12, 96 lb down and 107 It, up at 46-4-12, 96 It, down and 107 lb up at 484-12, 96 Ib down and 107 Ib up at 504-12, and 96 lb down and 107 lb up at 52-4-12, and 96 lb down and 107 lb up at 54-4-12 on top chord, and 43 Ib down and 21 It, up at 20.4-13, 50 Ib down and 31 lb up at 224-12, 50 Ito down and 31 lb up at 24-4-12, 50 lb down and 31 lb up at 26-4-12, 50 Ib down and 31 Its up at 284-12, 50 Ib down and 31111 up at 30-4-12, 50 Ib down and 31 lb up at 32-4-12, 50 lb down and 31 lb up at 34-4-12, 50 Ib down and 31 It, up at 36-4-12, 431b down and 21 Ib up at 384-12, 43 lb down and 21 It, up at 40-4-12, 43 lb down and 21 lb up at 42-4-12, 43 lb down and 21 It, up at 44-4.12, 43 Its down and 21 Its up at 46-4-12, 43 to down - - and 21 Ito up at 48-4-12, 43 Ib down and 21 Ib up at 504-12, and 43 lb down and 21 Ib up at 524-12, and 43 lip down and 21 lb up at 54-4-12 on bottom chord. The ♦ design/selection of such connection device(s) is the responsibility of others. 11) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead +Float Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-54, 4-5=-54, 5-14_ 54, 1-25=-20, 20-24=-20, 15-19=-20 Concentrated Loads (lb) Vert: 18= 23(F) 30=-56(F) 31=-57(F) 32=-57(F) 33=-57(F) 34=-57(F) 35=-57(F) 36=-57(F) 37=-57(F) 38=-57(F) 39=-56(F) 40=-56(F) 41=-56(F) 42=-56(F) 43=-56(F) 44=-56(F) 45=-56(F) 46=-56(F) 47=56(F) 48=-23(F) 50=-29(F) 51=-29(F) 52=-29(F) 53=-29(F) 54=-29(F) 55=-29(F) 56=-29(F) 57=-29(F) 58---23(F) 59=-23(F) 60--23(F) 61=-23(F) 62=-23(F) 63=-23(F) 64=-23(F) 65=-23(F) Q WARNING -Verity Cesrgnpammetemend READ NOTES ON 7RISANDWCLUDEDMREKREFERANCEPAGEMD7473mv. lGTYlofSBEFORE USE Design valid for use only with MiTeM connectors. Thb design Is based only upon parameters shown, and Is for on Individual building component, not a hum system. Before use, the building designer must verily the applicability of design Parameters and properly Incorporate this design Into the overall bulltling design. Bracing indicated h to prevent buckling of Individual hues web and/or chord members only.. Additional temporary and permanent bracing MiTek' 8 always required for stability and to prevent collapse with possible personal injury and property damage, For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and hum systems. seeA NSVIVII Quarty Gillet, DSB49 and BCSI Building Component from Truss Plate Suite 312. Alexandria 6904 Parke East Blvd. Tampa, FL 33610 Sai lnformatio avollable hands, 218 N. We Sheet, VA 22314. Jab Truss Truss Type 1 ply 1440470 -Testa Res. T76120537 1440470 T31 �Qty Common 2 1 Job Reference o tional bUaaers mrstsource, Plant Gny, FL 33566 8.220 s Nov 16 2018 MiTek Inc. Fri Jan 2515:12:27 2019 Page 1 4x4 = ST1.5xB STP= 3x8 = ST1.5x8 STP= 2x4 11 1-8-0 $0-p 10-2.0 19-4-0 120 0-4- 8.2.0 9.2-0 46 II Scale = 1:39.3 Plate Offsets (X Y)- f1:0-0-00-1-01 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/de8 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.17 7-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.34 7-9 >602 240 BOLL 0.0 ' Rep Stress Incr YES WE 0.17 Horz(CT) 0.02 7 n/a n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 86 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.t 'Except' TOP CHORD 4-6: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 *Except* 6-7: 2x6 SP No.2 REACTIONS. (lb/size) 10=790/0-8-0, 7=624/0-8-0 Max Harz 10=101(LC 12) Max Uplift 10=-233(LC 12), 7— 183(LC 13) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-501/204, 2-3=-701/492, 3-4=-587/453, 4-5=-600/466, 5-6=-787/563, 6-7= 511/417 BOT CHORD. 1-10= 241/521, 9-10=-295/521, 7-9=-401/625 WEBS 4.9=-140/297, 5.9>175/271, 2-10=-525/561 Structural wood sheathing directly applied or 4-6-8 oc pudins, except end verticals. Rigid ceiling directly applied or 8-8-14 oc bracing. NOTES- (6) 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left exposed ;C-C for members and fames & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (11=1b) 10=233, 7=183. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer perANSI TPI 1 as referenced by the building coda.' Thomas A Albani PE No.39388 MiTek USA, Inc. FL Cad $634 6984 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 O WARNING-Vedvded9nperameun and READ NOTES ON THIS AND XCLUDEDMR1x7REFERANCEPAGEM0-7474mv. 70' 015 BEFORE USE Design valld for use only with MB.I�connectors. Ais design a based- yuponparameters shown. and is loran Individual building component, not a huss system. Before use, me bullding designer must veAfy the appllcoblllty of design pomme}ers antl propery Incorporate this design Into the overall bulldhgde9gn, Bracing lndicotetl is to prevent buckling of lntlMoual hussweb Dori/or chord members only. Atltlltlonal temporary and permanent bracing a always requtrad fcr stabiily antl fo prevent collapse vrith possible personal Inlury and property damage. For general guidance regarding tha fobrlcotlon; storage. tlelNery, erection and bracing of busses and huss s .nd seeAN361, Cuol69yy Cram. D36AI9 antl BC31 auedbd Camponmf Svbh htormaflpmvalloble from Truss FlOIe Ins111ute, 218 N. Lee Sheet, Suite 3ffi Alexonddo, VA 22314. MiTek' Seca Parke EW BNd. Tampa, FL 33610 Job Truss Truss Type s Ply 1440470-Testa Res. T76120538 1440470 T32 Common �Qty 1 1 Job Reference (optional) um,ucia rna,auu,w, rm,e..ny, r'�umae a.ZLu SwoylaaVIUMrlexinausla BS,mc. rndanzoio:iz:eu Luiu ragel ID:DxHLEzyAZrBSwdZuKwS774yEuSL-t2iIN vZYkl6GxJ ue3eOBOaC4eldiljMCDLezm50 6-2-13 10-2-0 14-1.3 20-4-0 6-2-13 &11-3 - 3.11.3 - 6-2-13 J 4x4 = 4 axe = STt.$%B STP= 3xB ST1.5x8 S'fP= 2x4 II 2x411 m to Scale = 1:40.0 LOADING (psl) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 4x4 = 4 axe = STt.$%B STP= 3xB ST1.5x8 S'fP= 2x4 II 2x411 m to Scale = 1:40.0 LOADING (psl) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ITP12014 CSI. TC 1.00 BC 0.77 WB 0.15 Matrix-SH DEFL. in Ve I(LL) 0.18 Vert(CT) -0.27 Horz(CT) 0.01 (loc) Vdefl Ud 10 >999 360 10 >729 240 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 89 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directlyapplied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 11=752/0-8-0, 8=752/0-8-0 Max Ho¢ 11=-86(LC 10) Max Uplift 11=-226(LC 12). 8=-226(LC 13) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb)or less except when shown. TOP CHORD 1-2=-471/179, 2-3=-643/445, 3-4=-517/397, 4-5=-517/397, 5-6=-643/445, 6-7=-071/179 BOT CHORD 1-11=-206/479, 10-11=-206/479, 8-10=-206/479, 7-8=-206/479 WEBS 2-11=-467/517, 6-8=-467/517 NOTES- (6) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. 11; Exp B; Encl.. GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Pravide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=226,8=226. 6)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39380 61iTek USA, Inc. FL Cert 6634 61 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 Q WARNING- Vedlydes19RPeremeferaeed HEADNOTES ON TN/SANDINCLUDEDMREKHEFENANCEPAGEM674" my. r1111dra015BEPOHE USE. Design valid for use only with MneWconnectors. This design Is based any upon parameters shown, and Is for on Individual building component, not a muss system. Before use, the building designer mustvedfy the appllcoblllfy of design porometem and properly Incorporate this design Into the overall building design. Bracing Indented B to prevent bueMhg of lndlvldual truss web and/or chord members only..Addlttonal temporary and permanent bracing Is always required for stoleffty and to prevent collapse with possible personal injury and property damage. For general guidance regarding Me fabrication, storage, delivery. erection and bracing of trusses and muss systems seeANSVTPII Quality Criteria, DI and 6CS1 Building Component Safety estormatbtwolicble from Truss Rote Institute. 218 N. Lea Street, Suite 312, Alexandria, VA 22314. MOW 69U Parka East Blvd. Tampa, FL 33610 Jab Truss Truss Type x Cry Ply 1440470-Testa Res. T76120539 1440470 T33 Hip 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 25 15:12:30 2019 Page 1 ID:DXHLEzyAZrBSwdZuKwS774yEuSL-LEGBaKvBJ29zu5u5Sc91AbkBOoOlm4vRx01mu4=57 2-0-0 6-2-04 9-0-0 10.2-0 11-40 14-1-1 18-0-0 20-4-0 2-0-0 1 4.2 14 Mkl 1-2-0 1-2-0 1 2-&2 I 4-2-15 2'0-0 3x4 = 2x4 11 3x4 = STI.SxS STP= 3x8 = ST1.5xB STP= 2x4 It 2x4 11 1.8-0 HN 10.2-0 18-4-0 18-8,0 20-4.0 1.8-0 rib- 8-2.0 B-2.0 -0- 1-8-0 Scale =1:35.6 Plate Offsets (X Y)- 11:0-0-09-1-01 14:0-2-0 0-2-81 16:0-2-0 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Wall Ltd PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.17 12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.26 12 >766 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.16 Horz(CT) 0.01 10 n/a n/a BCDL 10.0 Code FBC2017/rP]2014 Matrix-SH Weight: 881b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 13=752/0-8-0, 10=75210-8-0 Max Horz 13=-77(LC 8) Max Uplift 13=-219(LC 12), 10=-219(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. FORCES. (lb) -Max. Comp✓Max. Ten. -All forces 250 (lb) or less except when shown.. TOP CHORD 1-2=458/160, 2-3=-633/428, 3-0=-536/398, 4-5=-478/414, 5-6=-078/414, 6-7=-536/398, 7-8=-633/428, 8-9=-058/160 BOT CHORD 1-13=-189/467, 12-13=-189/467, 10-12=-189/467, 9-10=-189/467 WEBS 2-13- 476/522, 8-10=-476/522. NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE.7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20tt; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and farces & MW FRS for reactions shown; Lumber DOL--1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water parsing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where.a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to beadng plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 13=219, 10=219. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' w iW Thomas A Albanl PE No.39380 MiTek USA, Inc. FL Cert 6634 6904Parke East Blvd. Tampa FL 33610 Date: January 27,2019 QWARNWG-Vedlydesfgn Parameters end READNOTES ON TN/SAND INCLUDED MREKBEFENANCEPAGENO-7473 rev. 1GA➢312015BEFOREUSE Design valid for use Only with MiTek® connector. Eras design 6 based Only upon parameters shown. and Is for an indlvldual bulldIng component, not a truss system, Before use, Me building designer must verify the appllcobillty of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to buckling of lndlvidual tnas web and/or chord members only. Additional temporary and permanent brocing MiTek' prevent Is always required for Sfobllliy and to prevent collapse with possible paschal injury and property damage. For general guldonce regarding tine fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANSt/m11 Quality Criteria, DS689 and SCSI 8Wdh0 Component 6904 Parke East Blvd. Barely Informationavoilobae from Tens Plate Insthr e. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Teas Type 1 Oty Ply 1440470 - Testa Res. T76120540 1440470 T34 Hip Girder 1 1 Job Reference (optional) Builders RrstSource, Plant City, FL 33566 6.220 s Nov 16 2018 MiTek ID:DXHLEzyAZrBSwdZuKwS774yEuSL-pRgWogx 13-4-0 I - 18 64-0 5 5x6 = 5x6 = 3 12 13 14 4 Inc. Fri Jan 25 15:12:31 2019 Page 1 Scale. 1:34.4 ST1.5x8 STP= 4x4 = 44 = ST1.5x8 STP= 2x4 II 1-e-D -D- 7-o-D 13-4-D 1e-4-D 1 -B 0. zuwo 1-e-o a- s-ao 6.4-0 s-D-D -4- I-B-o Plate Offsets (X `n- (1:0-0-0,0-1-0) [3:0-3-0 0-2-7][4:0-3-0 0-2-7] LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in floc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.09 9-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.18 9-10 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.37 Hoa(CT) 0.01 7 n/a i BCDL 10.0 Code FBC2017frP12014 Matrix -Sit Weight: 96 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except' 3-4: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 11=1011/0-8-0,7=1011/0-8-0 Max Horz 11= 60(LC 4) Max Uplift 11=-574(LC 8).7=-574(LC 9) FORCES. fib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1089f730, 3-4=-925/686, 4-5=-1089/730 BOTCHORD 9-10=599/925 WEBS 2-11=-946/589, 2-10=-671/965, 5-9=-672/965, 5-7=-946/588 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-7 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 7-6-10 oc bracing: 9-10. NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opst h=20ff; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100lb uplift at joint(s) except (jt=lb) 11=574,7=574. 7) Hangdr(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 162 lb down and 240 Ib up at 7-0-0. 56 Ib down and 107 lb up at 9-0-12, 56 lb down and 107 lb up at 10-2-0, and 56 Ib down and 107 lb up at 11-3-4, and 162 lb down and 240 Ito up at 13-4-0 on top chord, and 109 lb down and 46 lb up at 7-0-0, 43 Ib down and 21 lb up at 9-0-12, 43 Ib down ar%21 lb up at 10.2-0, and 43 lb down and 21 lb up at 11-3-4, and 109 Ib down and 46111 up at 13-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) "This manufactured product is designed as an individual building Component. The suitability and use of this component for any p-tticular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform. Loads (pIQ Vert: 1-3= 54, 3-4=-54, 4-6=-54, 16=-20 Concentrated Loads (to) Vert: 3=-115(F)4- 115(F) 10=-26(F) 91 12=-56(F) 13=-56(F) 14=-56(F) 15=-23(F) 16=-23(F) 17= 23(F) Thomas A Albanl PE No.39380 MiTek USA, Inc. FL Cart 6634 6804 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 O WARNING -Verlfydeslgn PsremefereeOd READNOTES ON MIS AND WCLUDED111IFEKREFERANCEPAGEM674nniv. 14,10,4¢015BEFORE USE Design valid for use only with M8ek8r connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a hum system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated k to prevent buckling of Individual fuss web and/or chord members oNy. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with pom ble personal injury and property damage. For general guidance regarding the fabrication storage. delivery. erection and bracing of trusses and true systems. SaeANSVrNI Qup0y Ciffil OSB49 and BCSI Building Component Safety informalbrravolable from Truss Plate Institute. 218 N. Lee Sheet, Suite 3T2. Alexandila VA 22314. MiTek• 69M Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type , 1 Gty Pty 1440470-Testa Res. T76120541 1440470 T35 Half Hip Girder 1 2 Job Reference (optional) Builders FirstSource, Plant City, FL33566 8.220 s Nov 16 2018 MTek Inc. Fri Jan 2019 Pagel Us = 44 = 4 6x8 = 5x12 = Si STP = rxo— nnwzo-e Bx1a= n. ueo nIuxo mueo Bxia= ST1.Sx8 STP= 3x8 11 HTU26 1-8-0 2r0-0 9.0.15 17-4-12 1-8-0 0.4- 7.0.15 1 8-3-13 1 Scale = 1:39.6 Plate Offsets (X V)— 'rl:0-1-0 0-0-01 r5:0.5-4,0-0-0j, r6:0.4-12 0-4-8j [7:0-5-0 0-4-121. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.A6 6-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.29 6-7 >617 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.77 Horz(CT) 0.01 11 n/a We BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 235 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP M 26'Except' 1-8: 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 *Except' 5-6: 2x6 SP M 26, 2-9: 2x8 SP 240OF 2.0E OTHERS 2x8 SP 240OF 2.0E REACTIONS. (lb/size) 9=3692/0-8-0, 11=4665/0-0-12 Max Horz 9=191(LC 8) Max Uplift 9=-1547(LC 8), l l=-1765(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-729/486, 2-3=-5356/2150, 3-4=-4764/1982,4-5=-860/302, 6-10=-1715/4580, 5-10— 1715/4580 BOT CHORD 1-9=-445/681, 7-9=-636/681, 6-7= 1200/2914 WEBS 2-9= 3042/1167,2-7=-1484/4068,3-7=-890/2081,4-7=-1335/3027,4-6=-3313/1450, 5-11=-4979/1886 Structural wood sheathing directly applied or 4-7-10 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (12) 1) 2-ply truss to be connected together with 10d (0.131'4') nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x8 - 2 rows staggered at 0-9-0 do, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as from (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) W ind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL--3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water paneling. 5) This buses has been designed for a 10.0 psi bottom chord live load nonconcurent 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) BMdng at joint(s) 11 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joints) except Qt=lb) 9=1547,11=1765. 9) Use Simpson Strong -Tie HHUS26-2 (14710d Girder, 4-10d Truss) or equivalent at 7-1-9 from the left end to connect tmss(es) to back face of bottom chord. 10) Use Simpson Strong -Tie HTU26 (20-10d Girder, 11-10dxl 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-" oc max starting at 9-0-12from the left end to 15-0-12 to connect trusses) to back face of bottom chord. 11) Fill allnailholes where hanger is in contact with lumber. Thomas A.Atari PE No.39380 MTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 O WARNWG-Vedtydeslgnparametenand READ NOTES ON TNLSANDINCLUDEDMREKREFERANCEPAGEMO-74M rev. 16N3¢0156EFORE USE. Design valid for use only with MOekO connector, This design Is based only upon parameters shown, and Is for on Individual building component, not a hum system, Before use, me building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design, Braolsg Indicated is to prevent buckling of lndlvlduai truss web and/or chord members only. Additional temporary, and permanent bracing is always required for stability and to prevent collapse with possible pawned Injury and property damage. For general guidance regarding me fabrication, storage, delivery, erection and bracing of trusses and hum systems, seeA NBVIPII Quality CRab. DSS49 and BCSI Wilding Component Surety mfurmatlancyoilable from Truss Rote Institute, 218 N. Lee Street Suite 312, Alexandria VA 22314. �� WOW Bass Parke East BNd. Tampa, FL 33610 Job Truss Truss Type r Oty Ply 1440470-Testa Res. T76120541 1440470 T35 Half Hip Girder 1 2 Job Reference (optional) tlWlders FnstsourCa, Ylam Ulty, FL 3356e 12) 'This manufactured product is designed as an individual building component. the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 1.6— 20 Concentrated Loads (ID) Vert: 7— 1269(B) 12= 1896(B) 13=-1313(B)14=-1321(B)-15=-1332(B) rW 8.220 s Nov 16 2018 Mil Industries, Inc. Fri Jan 25 15:12:33 2019 Page 2 ID:DXHLEzyAZrBSwdZuKwS7?4yEuSL-mpuGDMt3czY1'IZcg7l j?oEMnLpTNzH_te11RTPzm4y The suitability and use of this component for any particular building is the responsibility of ,OWARNING-V-diltdcs19-p-,ectenend REAONOTES ON TNISANDINCLUUEOMITEKREFERANCEPAGEM674".v. iNDissolss FORil Design valid for use only with Mnelss], connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a huss system. Before use, the building designer must verify Me apppllcobll ty of design parameters and properly Incorporate fils design Into the overall building design. Bracing Indicated S to prevent buckling of lnidual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for Stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVrPlI QupBBryry Criteria, DS3419 and SCSr Building Component Scri Info na6orrava0able from Truss Plate institute. 218 N. Lee Sheet Suite 312. Nexondrlo. VA 22314, MiTek' 69p4 Parke East BNtl. Tampa, FL 33610 Job Truss Thus Type Ply 1440470 - Testa Res. T76120542 1440470 T36 Hip �Qty 1 1 Jab Reference (optional) Builders FlrstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 25 15:12:34 2019 Page 1 Axis = 4x4 = ST1.5x8 STP = _ 2x4 11 2x4 11 axe = 2x4 II 1-8-0 2-0-p 9-0-0 70-2-0 16.7-0 1-8-0 -4- 7-0-0 i-2.0 6-5.0 Scale = 1:33.2 Plate Offsets (X Y)— (7:0-0-0 0-1-01 16:Edge 0-1-81 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.16 8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.31 8-10 >563 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(CT) 0.01 6 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 711b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 5-6: 2x6 SP No.2 REACTIONS. (lb/size) 10=689/0-8-0, 6=521/Mechanical Max Hom 10=113(LC 12) Max Uplift 10=-203(LC 12), 6= 145(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-365/44, 2-3=-521/347, 3-4=-372/397, 4-5— 511/352, 5-6=-403/347 BOT CHORD 1.10=-89/372, 8-10=-196/372, 7-8=-194/372, 6-7=-194/370 WEBS 2-10=-438/575 Structural wood sheathing directly applied or 6-0-0 oc puffins, except end vedicals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE.7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsh h=20ft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ;C-C for membersand 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 will fit between the bottom chord and any other.members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 10=203,6=145. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Alban! PE No.38380 MiTek USA, Inc, FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 AWARNING - Verify desrgnpersmeters and READNOTESONrHISANDINCLUDED MREKREFERANCERAGEMX74MMKI,,2ti2015SEFOREUSE Design valid for use only with Miele® connectors. This design 6 based only upon parameters shown. and is for an Individual building component, not a truss system. Before use, me building designer must verify Me oppllcabllity of design parameters and properly Incorporate this design Into me overall bulldingdeslgn. Bracing Indicated is to prevent buctrIng of Individual Inds web and/or chord members only. Additional temporary and permaneMbrocing MiTek' 6 always required for stability and to prevent collapse with possible persond Injury and property damage. For general guidance regarding the fabrication, storage. dallvery, erection and brccing of trusses and truss systems. WeANSU1P11 Quality Cil DSB-89 and BCSI Building Component Sahl InfoanallonovoYoble from Truss Plate Institute, 218 N. Lee Street, Sidle 312. Alexandrlo. VA 22314, seat Parke East BNd. Tampa, FL 33610 Job Truss Truss Type .. Oty Ply 1440470 -Testa Res. T76120543 1440470 T37 Hip 7 1 Job Reference (optional) Builders virstsource, P12nt uty, 1-1- 33556 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 2515:12:35 2019 Page 1 ID:DXHLEzyAZrBSwdZuKwS774yEuSL-iC,31 d2z17aoG_sm3E91TtfR7md5KRLUASIIXYlzm4w 2-0.0 7-0-0 12-2-0 16-7-0 ' 2-O O 5.0.0 5-2-0 I 4-5-0 44 = 40 = Lx4 II Gx9 It Jxb ST1.5x8 STIR = 2x4 II Scale = 1:29.9 E LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.21 7.8 >812 360 NTF20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.39 7-8 >441 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.13 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-SH Weight: 671b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 5-6:2x6 SP No.2 REACTIONS. (lb/size) 10=689/0-8-0, 6=521/Mechanical Max Horz 10=98(LC 12) Max Uplift 10=190(LC 12), 6=-130(LC 13) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250.(Ib) or less except when shown. TOP CHORD 1-2=-409/107, 2-3=-644/345, 3-4=-405/359, 4-5=-537/354, 5-6= 392/307 BOT CHORD 1-10= 1181405, 8-10=-225/405, 7-8=-221/405, 6-7=-224/404 WEBS 2-10=381/452 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpi=o.18; MWFRS (envelope) and C-C Exteror(2) zone; cantilever left exposed ;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grid DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 10=190, 6=130. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' r Thomas A Albani PE No.39380 MiTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 Q WARNING-Veritytles/ghpnrdmefersenCREAONOTESON TNISANDINCLUDWMrt KREFEHANCEPAGEM674mmre 10113c0156EFOHEUSE Design valid for use only with MIIeIkse connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a trust system. Before use, the building designer must verify the opplicabllry of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to bucking of Individual truss web and/or chord members oNy. Additional temporary and bracing MiTek' prevent permanent Is always required for stoblllty, and to prevent collapse with possible personal lyury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANSI/tptt Qua ft Criteria, DSB49 and Best BuedFa Component 69M Parke East Blvd. Safety InformalblGvalloble from Truss Plate Institute, 218 N. Lee Sheet. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type t x Ply 1440470 -Testa Res. T7612D544 14413470 T38 Hip Girder �aty 1 1 Job Reference (Optional) Builders First5uurce, Plant City, FL 33566 8.220 s Nov 16 2016 MiTek Industries, Inc. Fri Jan 25 15:12:36 2019 Page 1 ID:DXHLEzyAZrBSwdZuKwS774yEuSL-AOdPrO_yuuw7cDLFosGiOs NvOW1An7JKyO54kzm4v 2.40 &7-0 14-2.0 16-7-0 2-D-0 3-0-0 4-iO 4-7-0 2-5-0 I 5.6 = 2x4 II Sx6 = 12 4 13 14 5 ST1.5xe STP= Us = Scale =1:2B.a LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.06 8-10 >999 360 MT20 2"/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.10 8-10 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.24 Horz(CT) 0.01 7 We n/a BCDL 10.0 Coda FBC2017/TPI2014 Matrix-SH Weight: 84lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP Ni TOP CHORD Structural wood sheathing directly applied or5-8-9 oc puriins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 10=725/0-8-0, 7=560/Mechanical Max Horz 10=82(LC 8) 'Max Uplift 10=-424(LC 8), 7= 395(LC 4) Max Grav 10=725(LC 19), 7=563(LC 20) FORCES. (lb) - Max.CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOPCHORD 3-4=-941/651, 4-5=-941/651 BOT CHORD 8-10=296/480, 7-8=-319/411 WEBS 3-10=-689/500, 3-8= 299/539, 4-8=-397/307, 5-8=-370/616, 5-7=-613/481 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE.7-10; Vult=160mph (3-second gust) Vasd=124ni TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (envelope); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcu mint with any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 6) Refer togirder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except ft=lb) 10=424,7=395. 8) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated loads) 36 lb down and 140 lb up at 5-0-0, 46 lb down and 83 to up at 7-0-12, 46 Its down and 83 lb up at 9-0-12, 46 Ito down and 83 lb up at 10-1-4, and 46 Ito down and 83 lb up at 12-14, and 361b down and 140 lb up at 14-2-0 on top chord, and 54 Ito down and 88 lb up at 5-0-0, 32 lb down and 18 lb up at 7-0-12, 32 Ito down and 18 lb up at 9-0-12, 32 lb down and 18 lb up at 10-1-4, and 32 lb down and 181b up at 12-1-4, and 54lb down and 88 lb up at 14-1-4 on bottom chord. The design/selection of such connection devices) is the responsibility of others. 9) Irmhe LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Incmase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-3=-54, 3-5=-54, 5-6— 54, 1-7=-20 Thomas A. Albani PE No.3938D MTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 Q.WARNWG-Verily Ceslgn Peremetereend READNOTESON TN/SANDINCLUDWMR KREFENANCEPAGEMD7473rex. 112 20iSBEFOREUSE Design valid for use only with MiTek® connectors. This design h based only upon paiometers shown, and for on Individual building component, not ��- a truss system. Bofae use, the building designer must verify the appllcclorty, of design parameters and properly Incorporate this design Into me overall building design. Bracing Indicated is to prevent buckling of Individual buss web and/or chord members only.. Addiflonal temporary and permanent bracing MiTek' Is always required for stoplIN and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding me fabrication. storage, tlelMery, erection and bracing of trusses and truss systems. seeANSVIPII Qualify Cdbds, lei and SCSI bultlhp Component 6904 Pa*e East Blvd. Safety InfonnationcyoYoble from Tess Plate Insfill 218 N. Lee Street, Suite 312. Alexandria VA 22314, Tampa, FL 33610 Job Truss Truss Type >��Job �40470T��t(aRes. T16120544 1440470 T38 Hip Girder tianal BuildersFususource, Ylant U ry, FL 33556 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 25 15:12:37 2019 Page 2 ID:D%HLEzyAZrBSwdZuKwS774yEuSL-ebBn2j7afB2zEAwRMam 4WYfOsGvENTYc8edAzm4u LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=38(F) 5=38(F) 11=-39(F) 12=-39(F) 13=-39(F)14=-39(F) 15=51(F) 16=-23(F) 17=-23(F)18=-23(F) 19=-23(F)20=51(F) O WARNING- VerUydeslgnpammemrs end READ NOTES ON MIS AND WCLUDED MOEKREFERANCEPAGEMIL747Jmv.. 10,01420156EFORE USE Design void for use only with Mi connectors. This design Is based only upon parameters shown, and Is for on IndMtlual bulltling component, not a truss system. Before use, the building tleslgner must verity the applicability of design parameters and properly Incorporate this design Into Me overall bulltling design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stoblllty and to prevent collapse wIM possible personal injury and property damage. For general guidance regarding the fabrlmHon, storage. delivery, erection and bracing of trusses and truss systems seeANS1/19i1 Quality Cdlbdo. 05549 and SCSI Building Component Safely li fomsatdnava0able from Truss Plate Institute, 218 N. We Street. Suite 312. Alexandria. VA MIA. MiTek' 69N Padre East Bind. Tampa. FL 33610 Job Truss Truss Type . , Cry Ply 1440470-Testa Res. T16120545 1440470 T38 Hip Girtlef 1 1 Job Reference (optional) Builders FirstSoures, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Inc. Fd Jan 25 15:12:38 2019 Page 1 e ttr 2x4 STI.5x8 STP= 30 II 44 = 4x4 = ST1.5xa STP = 3x4 II LOADING (pso SPACING- 2-" CS]. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.02 7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.03 7 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.03 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-R LUMBER- 'BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x6 SP No.2 *Except' BOT CHORD 2-7,3-6:2x4 SP No.3 REACTIONS. (lb/size) 8=41510-8-0, 5=415/0-8-0 Max Horz 8=25(LC 33) Max Uplift 8=-231(LC 8), 5=-231(LC 9) FORCES. (Ib) -Max Comp./Max. Ten. -All tomes 250 (Ib) or less except when shown. TOP CHORD 1-2=309/227, 34=,309/227 Seale = 1:21.1 h PLATES GRIP MT20 2441190 Weight: 421b FT=20% Structural wood sheathing directly applied or 6-0-0 oc purtins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psY BCDL=3.Opsf; h=20fk Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) , This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Pmvide mechanical connection (by others) of truss to beading plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 8=231, 5=231. 7) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 36 lb down and 139 He up at 3-4-0, and 36 lb down and 139 lb up at 4-6-0 on top chord, and 116 Ib down and 32 Ib up at 14-12, 54 lb down and 88 Its up at 34-0, 116 Ib down and 32 lb up at 34-12, 116 lb down and 32 Ib up at 4-54, and 54 lb down and 881b up at 4-54, and 116 lb down and 321b up at 6-54 on bottom chord. The design/selection of such connection devices) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the Muss are noted as front (F) or back (B). 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer perANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 UMform Loads (plf) Vert: 1-2=-54, 23=-54, 34=-54, 5-8=-20 Concentrated Loads (Ib) Vert: 2=38(F) 3=38(F) 7=-65(F=51, B=-116) 6=65(F=51, B=-116) 9=-116(B) 10=-116(8) Thomas A. Alban PE No.39380 MiTek USA, Inc. FL Cert $634 69D4 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 Q WARNING- Verllydesignparmnetersend READNDTES ON True AND INCLUDED MI/EKREFERANCEPAGEM674ranv. faaSaerSDEFOREUSE Design valid for use only with Mgel& connectors. This design Is based only upon parameters shown. and Is for an Individual building component not a inns system. Before use, Me building designer must verity Me applicability of design parameters and properly Incorporate MIS design Into Me overall building design. Bracing Indicated is to prevent bucWhg of hi cuss, web and/or chord members only. Additional temporary and permanent bracing MiTek' h always required for stability and to prevent collapse with possible personal injury and property damage. For general guidonce regarding Me fabrication. storage. delivery, erection and bracing of trusses and buss systems seeANWrPll Quality Criteria. DSB-59 and SCSI Building Component 69N Parke East Blvd. SufeM Informaf onavolloble from Truss Plate Institute. 218 N. Lee Street, Suite 312. A Sixondrla. VA 22314. Tampa, FL 33610. Job Truss Truss Type . Oty Ply 1440470-Testa Res. T76120546 1440470 T40 Hip Girder 1 2 Job Reference a tional Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 25 15:12:43 2019 Page 1 3x ST1 5x6 = 6.00 12 3x4 = 3x4 = 5.6 = 30 31 32 3 4 33 34 35 5 36 37 38 6 Scale = 1:58.5 STP= axe — oxo — axw — 3x6 = 3x4 = 3x4 = 3x6 = 1-1.0 3269 D. a 54-0 7-2-12 H812 tZ2-12 163-0 193-0 1 41,d 25J4 27-2-0 31-5-0 31r3-0 bs-a 4a-0 11.1a12 I 6CO �� 3oC 3ei ell 1-10-1z die oae o-o-e Plate Offsets (X,Y)-- 12:0-3-0,0-2-01 16:0-3-0 0-2-01 if 1:0-3-00-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.21 10-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Ven(CT) -0.27 10-12 >999 240 BCLL 0.0 Rep Stress ]nor NO WB 0.40 Hoa(CT) 0.05 8 Na nra BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 475 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 1-14,7-8:24 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc pudins, except end Verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 13, 12, 10, 9 REACTIONS. (lb/size) 14=1722/0-8-0, 8=17221"-O Max Hoa 14=-42(LC 25) Max Uplift 14=-992(LC 5), 8=-991(LC 4) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2453/148B, 2-3=-3835/2395, 3-5=-3835/2395, 5-6=-3835/2394, 6-7=-2452/1487, 1-14— 1685/1003,7-8=-1694/1002 BOT CHORD 12-13=-1342/2153, 10-12=-2348/3835, 9-10— 1299/2152 WEBS 2-13=-297/28B,2-12=-1181/1922,3-12=-038/527,5-10=-645/532, 6-10=-1181/1922; 6-9=297/288, 1-13=-1314/2105,7-9=-1313/2104 NOTES- (12) 1) 2-ply truss to be connected together with 10d (0.131 °x3°) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 Co. Webs connected as follows: 2x4 -1 now at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MIN FRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) Alrplates are 2x4 MT20 unless otherwise indicated. 7) This trusshas been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • 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. 9) Bearing at joint(s) 14, 8 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=992,8=991. Thomas A. Alban! PE No.39380 liiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 AWARNING- Vedrydeslgnpa--.IereandREADNOTESONMISANUINCLUDED MUEKREFERANCEPAGEam,rMrev.1NGY1G156EFOREUSE Design vclitl for use pMy with MRek® conneCtor5. 11115 tlesign Is bp500 oNy upon parameters shown, .ntl b for on IntlMtlua bulltling component, not a truss system, Before use, the building designer must verity the.ppllc.Ull' of design parameters and properly Incorporofe Hrb design Into the overall buiitling design. Bracing Indicated is to preventbucklinDo'lndivltlupl buss web and/.'chord members only. Addlflanol temporary and permanent bracing MiTek' Is .'w.ys -Curd for 5l.DmH.no to prevent collapse with po54ble persona! lnlury and property tl.moge. For genera gultl.nce regortling the f.brkatlon, storage, delivery. erection old Drodno of busses and truss systems. seeAN31/IPII CuatM6yy Cm�d., Dfilld1 and aG31 luadbp Component from Truss Pl.te Insntute, Suite 312 69M Parka East BNd. Tampa, FL 33610 3obty in'...tbnw.Mb'. 21a N. Lee Skeet Alexandria VA 2231 d. Job Truss Truss Type , Oty Ply 1440470-Tests Res. T16120546 1440470 T40 Hip Girder 1 2 ' Job Reference (optional) cunoers nrslaource, ream City, FL J4nbb 8.220 s Nov 152018 MITek Industries, Inc. Fn Jan 25 15:12:43 2019 Page 2 ID:D%HLEzyAZrBSwdZuKwS774yEuSL-TIY2Jn3LF1o7y5NbiquLCLmWcrtajulLxYbzggzm4o NOTES- (12) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1621b down and 244 to up at 5-4-0, 56 Ib down and 107111 up at 7-4-12, 56 Ito down and 107 lb up at 9-4-12, 56 lb down and 107 Ito up at 11-4-12. 561b down and 107 lb up at 134-12, 561b down and 1071b up at 15-4-12, 56 Ito down and 107 to up at 17-14, 56 111 down and 107 It, up at 19-14, 56 to down and 107 Ito up at 21-1-4, 56111 down and 107 Ib up at 23-1-4, and 561b down and 107111 up at 25-1-4, and 1621b down and 244 lb up at 27-2-0 on top chord, and 104111 down and 44 Ib up at 54-0, 43 lb down and 21 Ito up at 74-12, 43 Ito down and 21 Ib up at 9-4-12, 43 It, down and 21 lb up at 114-12, 43111 down and 21111 up at 134-12, 43 Ito down and 21 lb up at 154-12, 43111 down and 21111 up at 17-14, 43 lb down and 21 Its up at 19-14, 43 Ito down and 21 Ib up at 21-14, 43 Ito down and 21 Ib up at 23-14, and 43 Its down and 21 Ib up at 25-14, and 104 Ib down and 44111 up at 27-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12). 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code! LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plQ Vert: 1-2— 54, 2-6=-54, 6-7=-54, 8-14=-20 Concentrated Loads (lb) Vert: 4=-56(F) 13=-28(F) 2=-115(F) 6=-115(F) 9=-28(F) 30=-56(F) 31=-56(F) 32=-56(F) 33=-56(F) 34=-56(F) 35=-56(F) 36=-56(F) 37=-56(F) 38=-56(F) 39=-23(F) 40=-23(F) 41=-23(F) 42=-23(F) 43=-23(F) 44--23(F) 45=-23(F) 46= 23(F) 47=-23(F) 48=-23(F) ,&WARNING- verlly0os1gn Parameteraemd READ ROM ON MI ANDWCLUUEDMr KREFERANCEPAGEM674m3r I0W32PISBEFORE USE Design valid for use only with Mnek® connectors. This design is based only upon parameters shown. and Is for an IndlNdual bulking component, not a truss system. Before use, the burdIng designer must verity the applicability, of design parameters and prope4y Incorporate this design Into the overall building design, Bracing Indicated 8 to prevent buckling of lndNlducl muss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with posable personal injury and property damage. For general guidance regarding the fobricotion. storage. delivery. erection and bracing of busses and truss systems, seeANSvrpii Quality Crleb, OSB-09 and BCSt Building Component 691 Peke East BMd. Washy tnfontsalionovatabie from Teas Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type , Oly Ply 1440470-Testa Res. 1440470 T41 Half Hip 7 1 ��21054]7 Joh Reference o tional m. hf, r-i-uuuoo b.eeus Novla zulamueKmausmes,mc. rnaanebls:rcaaeuls regal ID:DXHLEzyAZrBSwdZuKwS774yEuSL.xx60W74zOLw ZFynGYOaIYJjRFE02PeV9CKWMGzm4n p-s-q 4-5-0 a-15-0ao b-6- 3-11-0 4- 1 � ST1. 3x4 = 3 x e 5 xB ST 1a611.5.1 e x I a STI 2x4 II 2x4 II LOADING (pal SPACING- 2-0-0 CSI. DEFL. in (too) Well Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.18 4-5 >572 360 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Ven(CT) -0.36 4-5 >286 240 BCLL 0.0 Rep Stress Incr YES W B 0.14 Horz(CT) 0.00 4 We n/a BCDL 10.0 Code FBC2017/rP12014 Mamx-SH LUMBER- BRACING - Scale v 1:34.0 PLATES GRIP MT20 244/190 Weight: 79 lb FT=20% TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.t •ExcepC except end verticals. 7-11: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (I l ize) 4=316/0-6-0, 5=316/0-6-0 Max Uplift 4=-113(LC 8). 5=-113(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCOL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone;C-C for members and fames & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ih uplift at joints) except at=lb) 4=113, 5=113. 6)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A Albanl PE No.39369 I USA, Inc. FL Cliff 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 Q WARNWG-Vedrrdeslgnaeremefen end READ NOMS ON MS ANDMCLUUEO AL1iEKREFER4NCEPAGEM674T3rev. IeN044915BEFORE USE Nil' valid for use only Win MIre0b connectors. This design h based only upon parameters shown. and Is for an Incti,dual building component. not a truss system. Before use, the building designer must verify the oppliccbilty, of tleslgn parameters and properly Incorporate this design Into the overall bulldingdesgn. Bracing Indicated is to prevent buc'ding of Individual truss web and/or chord members only. Additional temporary and permanent brocIng MOW b always required for stability and to prevent collapse with possible personal hjury and properly damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, %eANSVMII Quar6ryry Cdtatb, D5549 and BCSI Building Component 6904 Palle East Blvd. Safety hsformationcy citable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss; Type Qty Ply 1440470-Testa Res. T76120548 1440470 T42 Halt Hip 1 1 Job Reference (optional) F1.4 CA,rLaaaaa d.eeus Nov Tazma Miiexinausmes,mc. rndanzolb:az:aeeule rages ID:DXHLEzyAZrBSwdZuKwS774yEuSL-xx6QW74zOLw_ZFynGYQaIYJjMFEE2PMV9CKWMGzm4n 2£-0 840-0 2-fi-0 6-4-0 6.00 12 516 = 2x4 II Scale = 1:42.8 2 3 Sri 3.6 = 2x4 11 2x4 II P= 3x6 = 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ltd TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.18 4-5 >560 360 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.36 4-5 >281 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* 4-5: 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 4=316/0-6-0, 5=316/0-6-0 Max Horz 5=49(LC 12) Max Uplift 4=-130(LC 9), 5=-68(LC 9) Max Grav 4=316(LC 1), 5=323(LC 2) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 77 lb FT=20% Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 2-4 NOTES- (6) 1) Wind: ASIDE 7-10; Vult=160mph (&second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opst h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 5 except Qt=lb) 4=130. 6) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart $634 8904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 ,&WARNING-VerUVdedgnpare etemeod REAONOMS ON MN ANOOICLUOEOMREKREFERANCEPAGEMM174mmv. 1G=2U1SBU0REU5E Design volltl tar use only with M6ek®connecfars. 1h design k based only upon parameters snows, antl Is for an indlvlducl building component. not a truss system. Before use. the building designer must verity me applicobeny of design parameters antl properly Incorporate Me design inro the overall build design.BracinglntlicafetlistopreventbuckMgofIndlNduaitrusswebontl/orchordmembersonly..Addl6onaItemporaryandpermanentbracing Is aiwaysreguir6d for stcbllify antl fo prevent collapse w possibI personal Wury ontl property damage. For general gultlpnce regartling the fobrlcotion, Itor.ge. tlelivery, erection ontl brodng of busses antl buss systems saeANSVIPn Du GNnW, D9tLe9 and aC51 lu1dhp Compon�nl SObly hlotmOlbnovoYoble hom Truss Plofe Ins6Nte, 216 N. Lee Sireef, Sulfa 312. Alexondrio, VA 22314, MiTek' 6904 Parke Eazt BHd. Tampa, FL 33610 Jab Truss Thus Type Ply 1440470-Testa Res. T76120549 1440470 T43 Half Hip �Qty 1 1 Job Reference o tional ounuers rnslaourc6, rim Idly, rL'J355a 8.220 s NOV 16'2UI8 MI Iek Industries, Inc. Fe Jan 25 15:12:45 2U1 9 Page 1 ID:DXHLEzyAZr6SwdZuKwS774yEuSL.P7gokT5bnf2rBPX_gFxpHmmTfyensBeOr43vizm4m 4ao e-10-0 I 4-4�0 6.00 12 Sx6 = 2x4 II 2 3 2x4 ST1: 3x6 = 2x4 11 TP= 5x6 = 2x4 II 8-to-0 Scale = 1:49.4 LOADING (psQ TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.55 BC 0.75 INS 0.19 Matrix-SH DEFL. in Ve art-0.23 Vert(CT) -0.41 Horz(CT) -0.00 (too) Vdefl LJd 4-5 >455 360 4-5 >250 240 4 n/a n1a PLATES GRIP MT20 244/190 Weight: 801b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purms, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 4-5: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=316/0-6-0, 5=316/0-6-0 Max Harz 5=89(LC 12) Max Uplift 4=-143(LC 9), 5=-38(LC 12) Max Grav 4=325(LC 2). 5=324(LC 2) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-155/335 NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=3.Opsf; h=20ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf 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, with BCDL =1 O.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 5 except (jt=lb) 4=143. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Albani PE No.3838D MTek USA, Inc. FL Cent 6834 6904 Parke East Blvd. Tampa FL 33610 Data: January 27,2019 Q WARNING -Vedry Oeergnpa'ametersand READ NOTES ON TNISAND INCLUDED MMEKREFERANCEPAGEMIL747a rev. 1011iYlp1g BEFORE USE Design valid for use only Win MTi connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a miss system, Before use, the building designer must verify Mile applicability of design parameters and properly Incorporate this design Into me overall bulding design. Bracing Indicated b to prevent buckling of individual Muss web and/or chord members only.. Additional temporory and permanent bracing M!Tek' Is always required for stability ontl to prevent collapse Win possible pOMOnai lnlury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and Muss systems seeANSvrPl1 Qua1By CMab, D3549 and BC61 Building Component Barely Informalbrwalloble from Truss Plate Institute. 218 N. Sheet Suite 312. Alexanddo. 6904 Parke East Blvd. Tampa, FL 33610 Lee VA 22314. Job Truss Thus Type . Otte Ply 1440470 - Testa Res. T16120550 1440470 T44 Common 10 1 Job Reference (optional) 6ullders FirstSource, Plant City, FL 33566 8.220 s Nov 16201E MiTek lndustdes. Inc. Fd Jan 2515:12:462019 Pagel 4x4 = ST1.5xe STP= STI.SX8 STP= 2x4 II 2x4 II 115-8-0 I 9-e-0 111--0-00800 20 3-8-0 Scale: 12'=V Plate Offsets(XY).- 11:0-0-00-1-01 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.03 7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.05 7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horc(CT) 0.00 6 n/a n1a BCDL 10.0 Code FSC2017/TPI2014 Matrix-SH Weight: 43 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=419/0-8-0, 8=419/0-8-0 Max Hom 8=50(LC 9) Max Uplift 6= 130(LC 13), 8=-130(LC 12) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. WEBS 4.6=-247/351, 2-8=-247/351 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- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opst h=20ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Ot=lb) 6=130, 8=130. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A Nheni PE No.39388 MiTek USA, Inc. FL Cad 6634 6906 Parke East Blvd. Tampa FL 33616 Date: January 27,2019 Jab Truss Truss Type , aY Ply 1440470-Testa Res. T16120551 1440470 T45 Common 5 1 Job Reference o Lionel Builders FirslSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 25 15:12:46 2019 Page 1 6.0D rl2 4x4 = Scale - 1:62.3 Io ST1.5x0 STP= 3x6 = 4x10 MT20HS= 4.10 MT20HS= 3.6 = STl.5xe STP= 3x10 II 3x10 II 34eo LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.34 16-18 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.39 16 >941 240 MT20HS 1871143 BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(CT) 0.04 12 n/a n/a BCOL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 216 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or2-11-10 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpt 9-15.3-16 JOINTS 1 Brace at Jt(s): 20 REACTIONS. (Ib/size) 12=1534/0-8-0, 19=1534/0-8-0 Max Horz 19=143(LC 9) Max Uplift 12=-471(LC 13), 19=-471(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All fames 250 (Ib) or less except when shown. TOP CHORD 2-3=-1677/1128, 3-5— 1971/1378, 5-6=-288/208, 6-7=-288/208, 7-9= 1971/1378, 9-10=-1677/1128 BOT CHORD 16-18=-913/1571, 15-16=-912/1729, 13-15=-913/1497 WEBS 7-15=-154/554, 9-15=-152/447, 9-13=-530/496, 10-13=-1083/1574, 10-12=-1311/940, 5-16=-154/554, 3-16=-151/447, 3-18=-530/496, 2-18=-1083/1574, 2-19=-1311/940, 5-20=1506/1262, 7-20=-1506/1262 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) zone; cantilever left and right exposed ;C-C for members and fames & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) All plates are 3x4 MT20 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-" wide will fit between the bottom chord and any other members, with BCDL= 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except ft=lb) 10 471, 19=471. 8) "This manufactured product is designed as an individual building Component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOA19 CASES) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6= 54, 6-11=-54, 1-16=-20, 15-16=-80, 11-15=-20 Thomas A Albani PE No.39380 hliTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: January 27,2019 Q WARNING- VeUlydeslgnpamorefereend READ NOTES ON THISAND INCLUDED AUTEKREFEAANCEPAGEMS74Ta rev. ih9Y1016 BEFORE USE Design valid for use only with Mdek® connectors. rah design Is based only upon parameters shown, and Is for an Individual bullding component, not a hues system. Before use, the building designer must verify the applicability of design parameters and properly Incomorote Inls 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 r�p M!Tek' 6 always required tat stobltty and to prevent collapse win possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and buss systems SeeANSVWII Quality Criteria, DS549 and SCSI Building Component Infermatbinvalloble from Lem Plate Sulte 312, 69U Parka East Bind. Tampa, FL 33610 Safety Institute, 218 N. Lee Street, Alexandria VA 22314. Job Truss Truss Type , ay Ply 1440470-Testa Res. T76120552 1440470 T4fi Hip 2 1 Job Reference (optional) builders I'mlSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. I'd Jan 2515:12:50 2019 Page 1 6.00 F12 oso Scale =1:63.3 4.8 = ST1.5x8 STP = 3x6= 4%10MT20HS= 4xlGMT20HS= 3k6= ST1.5x8 STP= 3.10 II 3x10 II 34ao LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip COL. 1.25 TC 0.85 Ve art-0.34 16-18 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.39 16 >941 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.60 Hom(CT) 0.04 12 n/a n/a BCDL 10.0 Code FBC2017/7PI2014 Matil Weight: 2151b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc puffins. BOT CHORD 2x6SP No.2 BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-16. 9-15 JOINTS i Brace at Jt(s): 20 REACTIONS. (Ito/size) 19=1534/0-8-0, 12=1534/0-8-0 rMax Hom 19=143(LC 9) 'Max Uplift 19= 471(LC 12), 12= 471(LC 13) FORCES, (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1677/1128, 3-5=-1971/1378, 5-6= 288/208, 6-7= 288/208, 7-9=-1971/1376, 9-10=-16T7/1128 GOT CHORD 16-18=-913/1571, 15-1fi=-912/1729, 13-15=-91311497 WEBS 2-19=-1311/940, 2-18=1083/1574, 3-18=530/496, 3-16=-151/447, 5-16=-154/554, 7-15= 154/554,9-15=-152/447,9-13=-530/496,10-13=-1083/1574,10-12— 1311/940, 5-20=-1506/1262, 7-20=-1506/1262 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20f; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 pet 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-" wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt=lb) 19==471, 12=471. 8) 'This manufactured product is designed asan individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-6= 54, 6-11=-54, 1-16_ 20,.15-16=-80, 11-15=-20 Thomas A. Alban! PE No.39390 Mtrek USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 QWARN/NG- Veri1YdeelgnperxMi,1 sand NEAO NOTES ON MXANDMCLDOEDMWEKNEFENANCEPAGEMb7mm4 fallis,MafSBEFOFE USE. Design valid for use only with Mnek(u) connectors. This design libelled any upon parameters shown and Is for an Intllvidual building component, not. a truss system. Before use, the building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Iniury, and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, seeANSIAPll Quality classics. D35419 and SCSI 9uedxrp Component Safety InformatforgvoDoble from Truss Plate Irsatute. 218 N. Lee Street Suite 312 Alexandria. VA 22314. ��• MiTek' 6804 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Ory, Ply 1440470 -Testa Res. T76120553 1440470 T47 Hip 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 25 15:12:51 2019 Page 1 6.00 F12 2x4 II Scale = 1:59.2 Ib ST1.5x8 STP= 3x6= 4.10 W20HS= 4x10 MT20HS= 3x6= ST1.5xe STP= 3x10 II 3x10 It LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.32 18-20 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.37 18 >986 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.60 Horz(CT) 0.04 14 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-SH Weight: 213 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 cc purins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpt 3-18,11-17 JOINTS 1 Brace at Jt(s): 22 REACTIONS. (lb/size) 21=1534/0-8-0, 14=1534/0-B-0 Max Horz 21=125(LC 9) Max Uplift 21=-456(LC 12), 14=-456(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=1677/1114, 3-5=-197(Y1358, 5-6=-350/189, 6-7=-274/141, 7-8=-274/141, 8-9_ 350/189, 9-11= 1970/135B, 11-12= 1677/1114 BOT CHORD 18-20=-900/1519, 17-18=-894/1678, 15-17— 900/1498 WEBS 2-21=-1311/931, 2-20=-1071/1575, 3-20=-522/491,3-18=-196/455, 5-18=-156/540, 9-17=-156/540,11-17— 196/455, 11-15=-522/491, 12-15=-1071/1575, 12-14=-1311/931, 5-22=-1464/1248, 9-22=-1464/1248 NOTES- (9) 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsh h=20h; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever leg and right 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) All plates are MT20 plates unless otherwise indicated. 5) All plates are 3x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' 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. 8) Provide mechanical connection (by others) of Imss to bearing plate capable of withstanding 100 lb uplift at joint(s) except jt=1b) 21=456, 14=456. 9)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.* LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-54, 6-8=-54, 8-13=-54, 1-18=-20, 17-18=-80, 13-17=-2C Thomas A Abani PE N0.39390 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 Job Truss Truss Type , Oty Ply sta Res. T16120554 =oference 1440470 T48 Hip 2 1 (options[) Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 25 1 2019 Pagel Scale = 1:59.6 6xB = are = Ig ST1.5x8 STP = 3x6 = 5.6 = 3x4 = 3x6 = STi.5xe STP = 3xl0 II 3x4 = Sx6 = 3x10 11 sum 1-00 2pR Sd-1 13-0-0 218-0 29315 328-0 3300 1-enTo 46 3+1 7-7AS a -en zzss a.a i Plate _Offsets (XY)- f1:0-1-00-0-01 (4:0-4-00-1-151 f5.0-4-00-1-151 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.25 10-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.31 12-13 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.60 Horz(CT) 0.04 9 n/a Na BCDL 10.0 Code FBC2017/TP12014 Matdx-SH Weight: 2061b FT=20% LUMBER - TOP CHORD 2x4 SP No.1 `Except' 4-5: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 20 SP No.3 REACTIONS. (lb/size) 16=1534/0-8-0, 9=1534/0-8-0 Max Horz 16= 108(LC 10) Max Uplift 16=-442(LC 12), 9= 442(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=-1679/1105, 3-4=-1975/1339, 4-5— 1695/1307, 5-6=-1975/1339, 6-7=-1679/1105 BOTCHORD 13-15=-895/1499, 12-13=-880/1695, 10-12=-895/1499 WEBS 2-16=-1311/921, 2-15>1068/1575,3-15=-522/490,3-13=-205/465, 4-13=-161/532, 5-12— 161/532,6-12=-206/465, 6-10=-522/490, 7-10=-1068/1575,7-9=-1311/921 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20N; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right 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 pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 16=442,9=442. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.° LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-64, 4-5=-54, 5-8=-54, 1-13= 20, 12-13=.80, 8-12=-20 Thomas A Altiani PE No.39380 61ii USA, Inc, FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 AWARNING- Verllydee9- ..am rsaadREADNOTESONTN/SAND/NCLUDWMOEKREFERANCEPAGEM674)are¢1aMY10159EFOREUSE Design world for use only with Mnek® connectors. This design Is based only upon parameters shown, and Is for on hdlvIc ucl building component, not a Muss system. Before use, the building designer must verity the appllcablllN of design parameters and properly Incorporate this desgn Into the overall buiidingdesign. Bidding Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required far StCbUlty and to prevent collapse with possible personal injury and property damage. For general guidance regarding me fabrication, storage, delivery, erection and bracing of busses and truss systems, 3eeANSWPI1 Quarity Cicero, DSB-89 and BC81 Building Component Safely mformationovallabie from Tom Plate Institute. 218 N. Lee Street. Suite 312. Alexandre, VA 22314. WOW 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type City Ply 1440470 - Testa Res. T16120555 1440470 T49 Hip 2 1 Job Reference (optional) ounuen naraaurae, ram s ny. r.6tabb U.22U S NDv l b tea U MI I ex Inamtnes. Ina. rn 3an Z> 1J:12:o4 2u %r rage i 4x6 = 3xB = 4x6 = Scale = 1:58.7 ST1.5x8 STP= 3.8 = 4x6 2x4 II 4x6 = 3x8 = ST1.5x8 STP= 6x8 = 61 = 34-ea LOADING (pso TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 Cat. TIC0.46 BC 0.36 W B 0.65 Matrix-SH DEFL. in Vert(LL) 0.07 Vert(CT) -0.12 Horz(CT) 0.04 (too) I/dell Ud 13 >999 360 13 >999 :240 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 2171b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 44-7 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or B-3-3 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-15, 5-11 REACTIONS. (lb/size) 16=1283/0-8-0, 10=1283/0-8-0 Max Horz 16=92(LC 11) 'Max Uplift 16= 335(LC 12), 10=-035(LC 13) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1497/1002, 4-5=-1288/973, 5-6=-1288/973, 6-7— 1497/1002 BOT CHORD 15-16=-698/1195, 13-15=-795/1555, 11-13=-795/1555, 10-11= 698/1195 WEBS 4-15=-157/399, 5-15=-441/253, 5-11=-441/253, 6-11=-157/399, 3-16=-1440/1091, 7-10=-1440/1091 NOTES- (7) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsf; h=20fF Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water pending.. 4) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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 joints) except ft=lb) 16=335, 10=335. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." m �o Thomas A. Alban! PE No.39380 L Tek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 QWARNING-9exlty 4estgnpanmetera and READ NOTES ON THISAND INCLUDED M?EKRE7ERANCEVAGEMIL7413mn, 16T.T4015BEFORE USE Design valid for use only with Mier connectors. This design B based only upon parameters shown. and Is for an Individual building component, not a mass system. Before use, me building designer must verify the opPlicoblliry of design parameters and properly Incorporate this design into the overoll building design. Bracing Indicated is to prevent buckling of Individual tnsss web and/or chord members only. Adtlllional temporary and permanent bracing MOW U always required for stability and to prevent collapse with possible personal Injury and property damage. For general guldonoa regarding the fabrical storage, delivery. erection and bracing of trusses and huss systems. seeANSUIPiI CUOIXv CMeM, DSB-89 and BCSI Building Component Sal Infnrmatbnavoiloble from Truss Plate Imflt ite. 218 N. Lee Street. Suite 312, Alexontlrio. VA 22514. 69M Palle East Blvd. Tampa, FL 33610 Jab Truss Truss Type 1440470 -Testa Res.1440470 �7tyPly T50 Hip 1 Job Reference (optional) builders Plrstsource, Plant dry, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 25 15:12:56 2019 Page 1 ID:DXHLEzyAZrBSwdZuKwS7?4yEuSL-bFgz2DDV81 RH?5t5z3dOE4pfn4ORsizGw3E9nazm4b 2 2-00 -0 I vAn 5 -8 -0 - aza BA0 -0-0o 2a-0e1 -0 71 Scale = 1:58.7 5z6 = 2x4 II 46 = 5.6 = E ST1.5x8 STP= 4x4 = 4x6 = 3x8 = 46 = 44 = ST1.5x8 STP= 3x10 II 3x10 It 3a 90 1N. 2AA 9d0 1)A-0 25-30 32-30 3LOD 1— &0 r J-0a I B+La I Bda ]OO 014—�I Plate Offsets (X Y)-- rl:0-1-00-0-01 13:03-0 0-2-01 r5:0-3-0 Edgel r6:0-3-00-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.11 12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.1912-14 >999 240 SCLL 0.0 ' Rep Stress Incr YES WB 0.76 Hom(CT) 0.03 9 rVa Na -BCDL 10.0 Code FBC20171rP12014 Matrix-SH Weight: 205 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6-SP No.2 SOT CHORD Rigid ceiling directly applied or 9-0-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 15=1283/0-8-0, 9=1283/0-8-0 Max Ho¢ 15=76(LC 9) Max Uplift 15=-335(LC 9). 9=-335(LC 8) FORCES. (lb) -Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1576/971, 3-4=-1938/1342, 4-6=-1938/1342, 6-7=-1575/971 BOT CHORD 12-14=-665/1329, 10-12=-665/1329 WEBS 2-15=-1150/935,2-14=-597/1163,3-12=-4301770,4-12=-513/475, 6.12=-4311770, 7-10=-596/1161, 7-9=-1150/936 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extenor(2) zone; cantilever left and right 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 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 fall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 15=335, 9=335. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A Alban! PE No.39380 MiTek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 QWARNING-Ved]y Eeaf9-XnmefaeemdRE4DN07ES ON MWANDWCLUDEDMDENREFERANCEPAGEN&74J3mv. 1aTa2a15J9F0REUSE Design valid for use only wit MaeW connectors. This design Is based only upon parameters shown, and is for an individual building component, not a hum system. Before use, the building designer must verify Me applicability of design parameters and properly Incorporate this design into the overall buildng design. Bracing indicated lsto prevent buckling of Individual truss web and/or chord members only.. Additional temporary and permanent bracing Is always requlretl for stability and to prevent collapse wit possible personal Injury and property damage. For general guidance regarding the fabrlcanon, storage, delivery erection and bracing of fusses and truss systems, seeANSVIPII Quality Criteria, DSBAP and Best Building Component Safety Inflo modarlovailobie from Truss Plate InstiNte, 218 N. Lee Street Suite 312, Aiexandrlo, VA 22314, MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Giy Ply 1440470-Testa Res. T16120557 1440470 T51 Hip Girder 2 1 Job Reference (optional) oull sers nrsmource, ream cny, 1-1-Ud5bB 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 25 15:12:58 2019 Page 1 ID:DXHLEzyAZrBSwdZuKwS7?4yEuSL-XdyjSvFljeh?FO1 U5UgsJVu7Uu6aKbIZNNjFSSzm4Z -24o no zz 20.0 7-0 5-2414 54 zT-B-0 az4a-0 34-e-o 5-1-2 50-0 2-0-0 Scale = 1:58.7 6x8 2x4 [I 4x6-= 3.3 6.00 12 3 20 21 4 22 23 5 6 24 2x4 II 25 7 26 27 B 6x6 = <O Gtl Je r0 JI JL "t JJ J9 ua ST1.5x8 STP =. 6xe = 5.8 = Sx6 = 2x4 11 Sx6 = 5x8 = 6x8 = STI.5xB STP — 3x10 II &to II 3l-0-0 1-00 2-0-0 7-00 12-1-2ia 17-0-0 22-0-14 2]d a 32-" r-eo ow0 s.o-o I sI I I Plate Offsets(XY)-- [1:0-1-0,0-0-01 [3:0-4-00-1-151 fB:0-4-00-1-151 [12:0-3-BO-3-Oj rls:0-3-80-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toe) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.20 15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.25 15 >999 240 BCLL 0.0 Rep Stress [nor NO W B 0.77 Horz(CT) 0.05 11 rda n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 229 Ib FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-5,5-8: 2x6 SP M 26 GOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 "Except' 2-19,9-11: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-5-11 oc bracing. REACTIONS. (lb/size) 19=1817/0-8-0; 11=1817/0-8-0 Max Horz 19=59(LC 5) Max Uplift 19=-1008(LC 8), l l=-1008(LC 9) FORCES. (lb) - Max- Comp./Max. Ten, -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2304/1444, 3-4=-3376/2166, 4-6=-3374/2164, 6-7=-3374/2164, 7-8=-3376/2166, 8-9=-2304/1444 BOT CHORD 17-18=-1284/2021, 15-17=-2410/3844, 13-15=-2410/3844, 12-13=-1234/2021 WEBS 2-19=-1602/960,2-18=-1184/1891,3-18=-350/293,3-17=-1058/1684,4-17=-470/384, 6-17=-575/379, 6-15=-11/334, 6-13=-575/378,7-13=-470/384, 8-13=-1059/1684, 8-12=-350/293, 91186/1891, 9-11= 1602/959 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 5) - This truss has been designed for a live, load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=1008, 11=1008. 7) Hangeds) or other connection devices) shall be provided sufficient to support concentrated load(s) 162 lb down and 240 lb up at 7-0-0, 56 Its down and 107 lb up at 9-0-12, 56 It, down and 107 lb up. at 11-0-12, 56 lb down and 1071b up at 13-0-12, 56 Ill down and 107 Ill up at 15-0-12, 56111 down and I G7 Its up at 17-0-12, 56 lb down and 107 lb up at 17-7-4, 56 Ito down and 107 lb up at 19-7-4, 56 lb down and 107 Its up at 21-7-4, 56 Ib down and 107 lb up at 23-7-4, and 56 Ito down and 107 lb up at 25-7-4, and 162 lb down and 240 It, up at 27-8-0 on top chord, and 109 Its down and 46 Its up at 7-0-0, 43 lb down and 21 lb up at 9-0-12, 43 Ib down and 21 lb up at 11-0-12, 43 Its down and 21 lb up at 13-0-12, 43 lb down and 21 lb up at 15-0-12, 43 lb down and 21 Ib up at 17-0-12, 43 Ibdown and 21 Ile up at 17-7-4. 43 lb down and 21 Its up at 19-7-4, 43 Ib down and 21 Ib up at 21-7-4, 43 lb down and 21 lb up at 23-7-4, and 43 He down and 21 lb up at 25-7-4, and 1091b down and 46 Its up at 27-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) 'This manufactured product is designed as an individual building Component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.° Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: January 27,2019 LUAU LAMLtZl) clanUaria A WARNWG-yerirydesigdParametersand READ NOTES ON MIS AND INCLUDED MITEKREFERANCEPAGEMQ-)Claret,. 1911342015B£FOREUSE Design valid for use only with MieW connectors. this design Is based only upon parameters shown, and b 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 the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with pomble personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection antl bracing of trusses and truss systems seeAliftli Quality Cthodo, DSB-69 and SCSI Building Component Safi hformatbtsovalloble from Truss Plata Institute, 218 N. We Sheef,SUM) 31Z Alexandria, VA 22314, 6904 Parke East BNd. Tampa. FL 33610 Job Truss Truss Type , Gty Ply 1440470 -Testa Res. T76120557 1440470 - T51 Hip Girder 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 a Nov 16 2018 MiTek Industries, Inc. Fri Jan 25 15:12:59 2019 Page 2 I D:DXHLEzyAZrBSwdZUKwS7?4yEUSL-?q W SgFGNUypstVcgeBBSsI RIEISp32Ycl TpOvzrn4V LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-3= 54, 3-8=-54, 8-10=-54, 1-10=-20 Concentrated Loads Ila) Vert: 3=-115(B) 8=-115(8) 18=-26(B) 15=-45(B)6=-112(B) 12=-26(8)20=-56(B) 21=-56(B) 22=-56(B) 23=-56(B) 24=-56(B) 25=-56(B) 26=-56(B) 27=-56(B) 28=-23(B) 29= 23(B) 30=-23(B) 31=-23(B)32=-23(B)33--23(B)34=-23(B)35=-23(B) OWARNING-VeHtytlesfgnparameters.dREADNOTEB ON THIS AND UICLUDEDMMEKNEPFAANCE PAGE M1474nnin, 1tV0.Y1015BEFORE USE Design void for use only with MBea connectors. This design Is based only upon parameters shown and Is for an individual building component, not a hum system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate ihB design Into the overoll building design. Bracing Indicated is to prevent buckling of individual hum web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent calopse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and buss systems. meANSVIPII Quail8yC18odu, Di and BCSI Building Component Safely lnformatlorravollable from Truss Plate hishfate. 218 N. Lee Street Suite 312, Alexandria. VA 22314, MiTek' 6904 Parke East Blvd. Tampa. FL 33610 Job Trues Truss Type r Oty Ply 1440470-Testa Res. T1fi120558 1440470 Vol Valley 5 1 Job Reference (optional) ommem nrswuume, rlam Illy. rL JJaoo 2x4 i 8.220 s Nov 16 2018 MITek Industries, Inc. Fri Jan 25 15:12:59 2019 Page 1 ID:DXHLEzyAZrBSwdZuKwS7?4yEuSL-?gW5gFGNUypstYcgeBB5sjRO?IV83DW iclTpOvzm4Y 2 3 Scale = 1:7.8 .LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (fee) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) Na - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 Horz(CT) -0.00 2 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=51/1-11-8, 2=37/1-11-8, 3=14/1-11-8 Max Horz 1=28(LC 12) Max Uplift 1=-11(LC 12), 2=-29(LC 12) Max Grav 1=51(LC 1), 2=37(LC 1), 3=27(LC 3) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsh h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joints) 2 considers parallel to grain value using ANSU7PI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A Nbani PE No.39360 Milk USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: January 27,2019 Q WARNING- Vanity deatgn Ranusefers andREAD NOTES ON THISANDINCLUDED MREKREFERANCEPAGEMLL)4)Jrsv. fnN1,2015BEFOREUSE Design volld for use only with MITOM connectors. This design Is based only upon parameters shown, and B for on Ill bull component, not a truss system. Before use, fine building designer must verify tt,e applicability of tleslgn parameters and propor y Incorporate this design Into tine overall building design. Bracing Indicated 5 to prevent buckling of Individual troll and/or chord members only. Additional temporary and permanent bracing MiTek' 6 always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding tine fabricoaon, storage, carver , erection and bracing of trusses and truss systems WeANSVrRI Goal MMyy Marks. DS"9 and BCSI Building Companont 6904 Parke East Blvd. mta tall Inlo8anavailable from Thus Plate institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type 1 I Cry Ply 1440470 -Testa Res. T16120559 1440470 V02 Valley q 1 Job Reference (opt'ona0 ounoers rirsroaurce, nap ury, rL JJbao 8.220 s Nov 15 2018 Mtl ek Induetnee, Inc. Fn Jan Zb 1 b:13:UU ZUl B rage 3 2x4 i 2x4 II 3 5 4 Scale = 1:12.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toe) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.08 Vert(LL) rda - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Mar YES W B 0.07 HOrz(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 13lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puriins. BOT CHORD 2a4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. Allbeadngs3-11-8. (lb) - Max Ho¢ 1=69(LC 12) Max Uplift All uplift 100 Ib or less at joints) 3, 5 Max Grav All reactions 250 lb or less at joints) 1, 3; 4, 5 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE.7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces R MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 lost bottom chord live load nonconcument with any other live loads. 4) ' 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. 5) Bearing at joint(s) 3 considers parallel to grain value using ANSI/lP1 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 Us uplift at joint(s) 3, 5. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A All PE No.34380 MTek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 AWARNING -Veritydssi9-pnvpef..dREADN0TESONTN/SANDINCLUDED MITERREFERANCEPAGEMIP74laniIsInstansBEFOREUSE Design volld for use only Win Mil connectors. Mis design is based only upon parameters shown, antl is for an Individual building component, not a truss system. Before use, Me building designer must verity Me applicability of design parameters end properly Incorporate this design Into Me overall buiidingdeslgn. Bracing indicated is to prevent buckling of Individual truss web antl/er chord members ordy. AddMonaltempararyandpermanentbrocing WOW Is always required for staloply and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fatedcaaon, storage. delivery, erection and bracing of Musses and truss systems, seeANSUIPII Quality CMaN, DSB49 and SCSI Building Component from Truss Plate Sheet Suite 312, 69M Parke East Blvd. Tampa, FL 33610 Safety Infamlalimnvoilobie Institute, 21B N. Lee Nexdndrio, VA 22314. Job Truss Truss Type 1 . Ply 1440470 -Testa Res. T16720560 1440470 V03 Valley �Oty 1 1 Job Reference (optional) ­„­­UU,w, r,a„,�„y, e.ZZU s rvov 1 b ZUIU Mu eK mousmes, Inc. rn Jan aD 10:1 su 1 eu i v rage , ID:DXHLEzyAZrBSwdZUKwS774yEuSL-xCesSxHdOZ3Z6si2mcDZx8Wio5gpX6N74LywTnzm4W 2 3 2x4 i 2x4 II 5 4 Scale = 1:10.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Ved(CT) n/a - We 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 HOre(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 10 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=70/3-1-8,3=104/3-1-8,4=-54/3-1-8,5=276/3-1-8 Max Harz 1=52(LC 12) Max Uplift 1=-10(LC 12). 3=-104(LC 1), 4=-108(LC 3). 5=-123(LC 12) Max Grav 1=70(LC 1), 3=82(LC 12), 5=276(LC 1) -FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-189/356 NOTES- (7) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; E)p B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 3 considers parallel to grain value using ANSVrPI 1 angle to grain formula. Building designer should verify 'capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 3=104, 4=108, 5=123. 7) °This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A Albani PE No.39380 hliiek USA, Inc. FL Cart 6934 6904 Parke East Blvd. Tampa FL 33810 Date: January 27,2019 Job Truss Truss Type t City Ply 1440470-Testa Res. T1fi120561 1440470 VO4 Valley 2 1 Job Reference (optional) Builders FustSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 25 15:13:02 2019 Page 1 ID:DXHLEzyAZrBSwdZuKwS7?4yEuSL-POBEIHIFmBOkOKFKKkOTL2sEVU4GZe8l?hT?DM4V 4-1-2 4-1-2 I 1-0.14 Scale: 3/4'=1' 2x4 rw 2x4 II LOADING (pal) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 1 TC 0.16 BC 0.14 WE 0.10 Matrix-P DEFL. in Vert(LL) n/a Vert(CT)- n/a Horz(CT) -0.00 (too) Udell Ud - n/a 999 - n/a 999 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 17 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purfins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Iblaze) 1=100/5-1-8, 3= 13/5-1-8, 4=-5/5-1-8, 5=254/5-1-8 Max Horz 1=93(LC 12) Max Uplift 1=-3(LC 12), 3=-13(LC 1), 4=-10(LC 3), 5=-125(LC 12) Max Gmv 1=100(LC 1), 3=10(LC 12), 5=254(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-185/347 NOTES- (7) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C. Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 3 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)'1, 3, 4 except Qt=lb) 5=125. 7) "This manufactured product is designed as an individual building component. The suitability and use Of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.° Thomas A. Albani PE No.39360 h1Tek USly Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 Q WARNWG-VeAtytleslgnpammetersanOREAD NOTES ON TN/SANDWCLUDW MREKREFERANCEPAGEMlF74m rev. rGD12pISHEFORE USE Design valid for use only wlm M1e1x0 connectors. this design Is based only upon parameters shown, and Is for an Individual bulla ing component, not ��- a truss system. Before use, the building designer must verity me applicability of design parameters and properly Incorporate this design Into the overall ■ bull design, &acing Indicated is to prevent buckling of individual truss web and/or chord members only., Additional temporary and permanent bracing MiTek' Is always required forelability and to prevent collapse with possible personal lnlury and property damage. For general guidance regarding the fobricatlon, storage, delivery. erection and bracing of trusses and truss system& seeANsUIPII Quutify CmeAo. DSO-89 and BCSI Building Component 6904 Parke East Blvd. Safely hdoenctlonovalloble from Truss Plate irutltute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type , . Ply 1440470 - Testa Res. T76120562 1440470 V05 Valley �Qty 3 1 Job Reference (optional) builders FirstSoures, Plant City, FL 33566 8.220 s Nov 16 2018 MITek Industries. Inc. Fri Jan 25 15:13:03 2019 Page 1 a a 0 2x4 9 3x4 = 2 asl Sale = 1:7.7 Plate Offsets (X,Y)-- f2:0-2-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress [net YES WB 0.00 HOrz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 10lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=101/3-11-0,3=101/3-11-0 Max Horz 1=-11(LC 10) Max Uplift 1=-30(LC 12), 3=-30(LC 13) FORCES. (lb) - Max. Comp✓Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or4-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpl=0.18; MW FRS (envelope) and C-C Extedoill zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fare 10.01 bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 1, 3. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this Component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39390 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: January 27,2019 AWARNING -wehydeslSnParamarersand READ NOTESONTWISANDINCLUDED MnEKREFERANCEPAGEM674TJrev.1O0.a20156EFOREUSE Design valid for use only Win MFOW connectors. this design Is based only upon parameters shown, and Is far on Individual building component, not a hues system. Before use, Me building designer must verify the appllcablllly of design parameters and properly Incorporate this design Into me overall bulls ing design. Bracing Indicated is to prevent buckling of individual ft. web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal ln)uy and property damage. For general guidance regarding the fabricoeon, storage. delivery, erection and bracing of trusses and truss systems. seeAN6U1911 Qualls. CMnla. DS549 and BC3I Building Component Safety InformatlmxNoilobie from Taus Plate Institute, 218 N. Les Street. Suite 312, Alexandria, VA 22314. �� Welk' 69M Parke East Blvd. Tampa, FL 336110 Job Truss Truss Type r fA�Ply 1440470 VO6 Valley 7 �14�11e&T76120563 al ounune n,a,ww�e, non .uy, rc o0o0v b.ZZU a NUV Tb ZUIB MI l eK Inausmes, Inc. FO Jan Zb ID:T3:U9 2Ura rage I e' 4x4 = f'4 4 2x4 i 2x4 II 2x4. Scale = 1:15.2 6 .LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Joe) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) n/a - Na 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n!a - Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 251b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=111/7-11-0,3=111(7-11-0,4=276/7-11-0 Max Hom 1=-28(LC8) Max Uplift 1=-41(LC 12), 3=46(LC 13), 4=-64(LC 12) 'Max Gram 1=114(LC 23), 3=114(LC 24), 4=276(LC 1) .FORCES. (Ib) - Mwc Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directlyapplied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) Thistrusshas been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) 1, 3, 4. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Albert PE Nc.39380 MTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 Q WARNING-yedrxdesign paramefens.dREAD NOTES ON TNLSAND/NCLUDED MmEKREFERANCEPAGE"p74T4®V. 1e4182DiSBEFORE USE Design valid for use only with Mre® Connectors. This design b based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design, Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal hjury and property damage. For general guidance regarding Me fabrication. storage, delivery. erection and bracing of trusses and truss systems, seeANSUIPII Quantity Cdtedia. DSB49 and SCSI Balding Component 6904 Parke East BNd. Safety Informatlonovaliabla from Truss Rate immune, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type e . Ply 1440470-Testa Res. T761205fi4 1440470 V07 Valley �Qty 1 1 Job Reference (optional) punchers rusubourc0, rlanl ury, rL JOJob MkZUS NOV l a zulp mu eK lnousmes, Inc. rn Jan za ia:, JAIY CV I rEyn, 3 d 44 = 2 4 2x4 i 20 11 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Wall Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Ven(LL) Na - Na 999 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) Na - Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 3 Na Na BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Scale = 1:15.2 0 6 PLATES GRIP MT20 244/190 Weight: 25 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=111f7-11-0, 3=111f7-11-0, 4=276f7-11-0 Max Hoa 1=-28(LC 8) Max Uplift 1=41(LC 12), 3=-46(LC 13), 4=-64(LC 12) Max Grav 1=114(LC 23), 3=114(LC 24), 4=276(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opst h=20ft; Cat. ill; Exp B; Encl.. GCpi=0.18; MW FRS (envelope) and C-C EMerior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5)' This truss has been designed for a live load of 20.0psf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) 1, 3.4. 7) *This manufactured product is designed as an individual building component. The suitability and use of this Component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A Albani PE No.39380 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 Q WARNWG- Verirrdesignpammetemend READ NOTES ON THISAND INCLUDED MREKREFERANCEPAGEM!uorn mv. fODYfOISEIEFORE USE Design valid for use only with MBeW connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify me opplicabllity 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.. Addillonol temporary and permanent bracing Is always required for stabiny and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of hums and huss systems. seeANSVTPII Quality Criteria, DS349 and BCSI Wilding Component Safety Nfoonallonavoilable from Truss Plate Institute. 218 N. Lee Street Suite 312, Alexandra. VA 22314, MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type f r Ply 1440470-Testa Res. 716120565 1440470 V08 Valley �Qty 1 1 Job Reference (oolionall Builders FirslSource, Plant City, FL 33566 .1r b d 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 25 15:13:05 2019 Page 1 ID:D%HLEzyAZrBSwdZuKwS7?4yEuSL-gztMwlK83oa?bT3q?SIV5—gK1jRbTwmb_zw7cY=4S 4x4 = 4 3x4 i 2x4 11 3x4 1 Scale=1:20.6 d d 048 11-11-8 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) n/a - n1a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Ven(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES W B 0.08 HOrz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matdx-SH Weight: 391b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 be bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=177/11-11-0,3=177/11-11-0,4=440/11-11-0 Max Hoa 1=-44(LC 10) Max Uplift 1=-66(LC 12), 3=-74(LC 13), 4=101(LC 12) Max Grav 1=181(LC 23), 3=181(LC 24), 4=440(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-269/267 NOTES- (7) 1) Unbalanced fact live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) 1, 3 except Qt=lb) 4=101. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A Albani PE No.39380 MTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 Q WARNING -Vedfydesls-paremefers and READ NOTES ON TNLSAND INCLUDED MITEKBEFERANCEPAGEsus74YJ rev. 1ava2015BEFORE USE • Design valid for use only with M9ekri, connectors. fib design Is based only upon parameters shown, and b for on Individual building component, not �1 a true system. Before use, the building designer must ve9fy the appllcablliN of design parameters and property Incorporate this design Into the overall bulldinOdesign. 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 stoblllty and to prevent collapse wim possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery. erection and bracing of hoses and truss systems, seeANSVIRI Quality CMedo, DSa49 and 6CSI auldlsp Component Informaf from Truss Street, Suite 312. 22314. 6904 Parke East Blvd. Tampa, FL 33610 Sabty onavollable Rote institute, 218 N. Lee Alexonddo, VA Job Truss e t s Oty Ply=1) 7:1-SYT T76120566 1440470 V09 1 Builders FirstSource, Plant City, FL 33566 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 2515:13:06 2019 Page 1 ID:DXHLEzyAZrBSwdZuKwS774yEuSL-IARIBeLmg6isCdeOZ9pkeBD W 66rGCNAkDdfg87am4R Scale = 1:25.9 44 = 4x4 = of 6 3x4 4 6 5 ax4 Q 2x4 II 2x4 II LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.30 BC 0.26 WB 0.07 Matrix-SH DEFL. in Vert(LL) n/a Vert(CT) n1a HOrz(CT) 0.00 (too) Udefl Lid - n/a 999 - n/a 999 4 n/a fire, PLATES GRIP MT20 244/190 Weight: 541b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 no bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 15-11-0. (Ib) - Max Horz 1= 43(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) 1, 4 except 6=-111(LC 9), 5=-102(LC 8) Max Grav All reactions 2501b or less atjoint(s) 1, 4 except 6=380(LC 23). 5=380(LC 24) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250.(I1c) or less except when shown. WEBS 2-6=-257/234, 3-5=267/234 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) 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 3) Provide adequate drainage to prevent water pending. 4) Gable requires continuous bottom chord beading. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With anyother 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 1001b uplift at jolnt(s) 1, 4 except Qt=lb) 6=111, 5=102. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 0 WARNING -Verify design pareinerers and READ NOTES ON THIS ANOWCLUDEO MREK REFERANCE PAGE MX74" mv.10,034015 BEFORE USE Design valid for use only with MBe& connectors. this design Is based only upon parameters shaven, and Is for an Individual building component, not a mum system. Before use, the building designer must verity the applicability of design parameters antl properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual hum web and/or chord members only. Additional temporary and permanent bracing 6 always required for stability and to prevent collapse with possible personal Inlury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems. WeAtt5VIP11 GualMByy Cdbdu, DSB-09 and BCSI Building Component Safety hrformatb}avalloble from Into Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. ��• MiTek' 6904 Parke East BNd. Tampa, FL 33610 Job Truss Truss Type y , Oty Ply 1440470-Testa Res. T76[20567 144D470 V10 Valley 1 1 Jab Reference (optional) Builders MrSISoame, Plant City, FL 33566 8.220 a Nov 16 2018 MiTek Industries, Inc. Fri Jan 2515:13:07 2019 Page 1 ID:DXHLEzyAZrBSwdZuKwS774yEuSL.mM77L_MObPcignDC6tKzAPmg6W6kxgvuSHPEgRzm40 5.10.8 k9.2-0 5-10-8- 4x4 = Scale=1:18.5 2x4 11 2 3 4 7 6 5 3x4 G 2.4 II 2x4 11 LOADING (psQ SPACING- 2-0-0 CSL DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) Ida - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) nfa - n/a 999 BCLL 0.0 ' Rep Stress Incr YES W B 0.10 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-SH Weight: 34 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. Allbearings9-1-8. (Ib) - Max Horz 1=108(LC 12) Max Uplift All uplift 100lb or less at joint(s) 1, 4, 5, 6 except 7=-143(LC 12) Max Grav All reactions 2501b or less atjoint(s) 1, 4, 5. 6 except 7=374(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ita) or less except when shown. WEBS 2-7=2331345 Structural wood sheathing directly applied or 6-0-0 oc pudins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (envelope) 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 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 6) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 1001b uplift at joint(s) 1, 4, 5, 6 except 61=11a) 7=143. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A Alban! PE No.36380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 O WARNIN13-wd1xd&x1pepsnmef0M0rd READNOTES ON TNISANVIMCLUDEDM?EKREFERANCEPAGEMX74Mmv. 1,1034MISHEFORE USE. Design volld forum only with Mrak®connectors. ibis design IS based only upon parameters shown, and Is for on Individual building component, not a hues system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overoll bufldingtleslgn.Brccing Indicated is to prevent buckling of Individual tnrss web and/or chord members only. Addlllonal temporary and permanent bracing MiTek- b always requUetl for stability and to prevent collapse with possale personal Injury and property damage, For general guidance regarding the fabrication, storage. delivery, erection and bracing of susses and truss system& seeAN9Vip11 Quality CMUW. D55419 and BCSI Balding Component 69M Parke East Blvd. Safety Infamlallonavoroble from Truss Plate Institute, 218 N. Lee Sheet Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type r Oty Ply 1440470-Testa Res. T16120568 1440470 V11 Valley 7 1 Job Reference (optional_ Builders Fm Source, Plant City, FL 33566 a'220 a Nov 16 2016 MiTek Industries, Inc. Fri Jan 25 15:13:0B 2019 Page 1 ID:DXHLEzyAZrBSwdZuKwS774yEuSL-EYZVZKNOMjyaSMPgarCjclrEWSegGjlhw8nDIzm4P 5-10-8 11-2-0 5.10.8 5-3.8 Saale=1:20.7 4x4 = 3x6 11 2 3 4 6.00 FIT 1 a d b 7 6 5 3x4 ' 2x4 II 3.6 11 o-g-8 5-10­8 11-2-0 D- 6 5.10.0 1 5.3-8 ' LOADING (psf) SPACING- 2-0-0 CS]. DEFL in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) n/a - ni 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(CT) -0.00 4 n/a rda BCDL 10.0 Code FBC2017/TP12014 MatriXSH Weight: 401le FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 11-1-8. (Ib) - Max Harz 1=108(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1 except 4=-251(LC 24), 5=-108(LC 3), 7=-137(LC 12), 6=-221(LC 8) Max Gray All reactions 2501b or less at joint(s) 1, 4 except 7=403(LC 1). 6=522(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -Aft farces 250 (lb) or less except when shown. WEBS 2-7=-265/358,3-6=-420/434 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf;, BCDL=3.Opsf; h=20f ; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Gable requires continuous bottom chard bearing. 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 1001le uplift at joint(s) 1 except 01=11c) 4=251, 5=108, 7=137, 6=221. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A Albani PE No.39300 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 Q WARNWG•Verlfy Eeslgeparemereraead READNOTES ON WSANDMCLUDEDMIrEKREFERANCEPAGEMO747Jrev. m=015BEFORE USE Design valid for use only with MReM connectors. This dorQn Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify me applicability of design parameters and properly Incorporate this design Into the overall building design, Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding Me fabrication storage, delivery. erection and bracing of trusses and truss systems, WeAN89rp11 Cupmy CMerb, D5949 and BOB] Building Component from 4uss Plate Instill 218 N. Lee Street Suite 31Z Alexandria. VA 22314, 69N Pans East Blvd. Tampa, FL 33610. Safety Nformotbmvallable Job Tess Truss Type y h Oty Ply=1440470TeslaTI6120570 1440470 V13 Valley 7 ouuua . nlSlaumae, nam Illy, rL JJaao a.221) S NOV la 2U1a MI IOX UOUslneS, Inc. rn Jan as 10; 1JaU 4U ro rege I b d d Scale = 1:24.8 4x4 = 2x4 II 2x4 11 2 3 4 3x4 i 9 8 7 6 2x4 11 2x4 It 2x4 11 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 YES Code FBC2017/rP12014 CSL TC 0.30 BC 0.26 WB 0.09 Matrix-SH DEFL. in (too) Vdefl L/d Vail n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) -0.00 5 n/a n/a PLATES GRIP W20 2441190 Weight: 561b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 15-1-8. (Ib) - Matt Horz 1=108(LC 12) Matt Uplift All uplift 100 Ito or less at joints) 1 except 5= 134(LC 1), 6=-133(LC 3), 7— 127(LG 9), 8— 135(LC 8), 9=-135(LC 12) Max Gmv, All reactions 250 lb or less at joints) 1, 5 except 7=396(LC 1), 8=345(LC 24), 9=387(LC 1) FORCES. lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-7=-267/279, 3-8=-266/255, 2-9= 253/305 NOTES- (8) 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCOL=4.2psY BCDL=3.Opsf; h=20ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C formembers and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift at joint(s) 1 except (jt=lb) 5=134, 6=133, 7=127, 8=135, 9=135. 8) 'This manufactured product is designed as an individual building Component. The suitability and use of this Component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' r Thomas A Albani PE No.39380 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2019 O WARNING -Verify Eesl9npatam.hnsenCREAD NOTES ON THISAND INCLUDED NITEKREFERANCEPAGEM6T47ax4V. 10034?MBEFOREUSE Design valid for use only with MnekH connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a huss system. Before use, the building designer must verity the oppllaobllity, of design parameters and properly Incorporate this design Into the overall Bmdngindicatedistopreventbucklingoflncivdualtrussweband/or chord members only. Addronaitemporaryantlpermanentbracing b.1w MOW Y,,eslgn. B always requlretlfor stabillty and to prevent collapse with possible personal Injury and property damage. For general guldance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, seeANSVIp11 Quaft Cmrrdo, DSB49 and 5C31 Binding Component 69N Parke East Blvd. Safety Nformatbravallabie from Truss Rate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3 Center plate on joint unless x, y offsets are Indicated. Dimensions are in ft-In-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-1/1 dr For 4 x 2 orientation, locate plates 0-1na' from outside edge of Truss. This symbol indicates the required direction of slots in, connector plates. Plate location details available in MTek 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 7 Indicated by symbol shown and/or by text In the bracing section of The output. Use T or I bracing If Indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but 4e� 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. 6-4-8 i dimensions shown In lxfeenThs scale) III (Drawings not To scale) I 2 3 TOP CHORDS 0 Of O x U a. O JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 0 Of O 2 U a_ O 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 MITek0 All Rights Reserved Mlrek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 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/TPI 1. B. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design Is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber Is a non-structural consideratlon 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 puriins provided at spacing Indicated on design; 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is Installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.