Loading...
HomeMy WebLinkAboutTruss271411 56'011 81:.011 co M r y✓. a U t J III U CJ 1 2 tip, cn rn <r m N m CID r r O O O O O O O O O O O i. U U U com m m Q Q Q Q Q Q Q1 y — — O c� CJ1 -_........ :' �.' . ' N EJ7 CJ5 CJ3 CJ1 0 LO LO LO 71 011 8'-1" CLNG U CJ1 N21 011 21 011 21 On 21 011 21 0„ 71 0" O. U U Hatch nd l 12'i11 1/411' o / cJ1 1_ n N 5'11/ 8 _ .F f .�.,.:. CJ3 F/.\ Ak / 'n/�<l �.... .....:::: EJ7 EJ7 8'-1" CLNG EJ7 p N s N -- -- — EJ7 L1, •; ... .�nu94194dLUS'.P�'G?:�.u.. z0 I \ \ l \\ Or .r31.:..a 1 ...... ........: EJ7 / % � %` ` 2 J O m.IV01 .. - .. .... ,,, EJ7 V06 \ „x.... • EJ7 U H H 1 " EJ7 V08 Q fn CD CD co CD CD N EJ7 ND MM F- H _ 2 PLY Dot X 4>v- D02 N > > 8'-1" CLNG ;zzozzrrx zzezr..rzHr, zzzrrs ";zzrrr„ri --zzv, - irrc :: .'....:,m. DO APPROVED trl APPROVED AS CORRECTED L0 ❑ REVISE AND RESUBM%r D02 - ❑ FOR YOUR INFORMATION AND USE y m ❑ INCOMPLETE SUBMITTAL ❑ NOTAPPROVED Checking Is only for conformance with the design concept of the Project andcompliance with the ' Ea -• "r°°'o"-�'r'U.._w.,-,-...-.."' -° - " ""�r�d"" �%" D03 .information given in the Contract Documents. Contractor is Ifi)wOklq, for dimensions to be t confirmedoh''ej, the job site; for inforrnat�i d '. the fabrication D04 process oTief pp?so muction; and for orda cowork of a11Va®Sc CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-131 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders FirstSource. NO EXCEPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracina. And Ceilina And TRUSS CONNECTION LIST QTY PRODUCT' LUS24 7 HTU26 HTU28 HHUS26-2 HGUS26-2 HGUS28-2 HGUS28-3 BUILDER: PORT SAINT LUCIE PROP REs: WILSON MODEL: ARU BA 11 ADDRESS: 594 BEACH AVE LOT 1 BLOCK: -- CITY: PORT SAINT LUCIE COUNTY: ST LUCIE DRAWN BY: JL JOB # : 2319846 DATE: 04/29/20 SCALE: NTS Da REVIEWED FOR =, .o •., F Oft; %94FFSSI ONP�;�`�° COMM MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID IMPORTANT WIND ASCE7-10 ENCLOSED This Drawing Must Be Approved And EXPOSURE CATEGORY C Returned Before Fabrication Will OCCUPANCY CATEGORY II Begin. For Your Protection Check All WIND LOAD 160 MPH Dimensions And Conditions Prior To *TRUSSES HAVE BEEN DESIGNED FORA 10.0 PSF Approval Of Plan. BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE ROOF LOADING FLOOR LOADING BEEN ACCEPTED. TCLL: 20 PSF TCLL: PSF TCDL: 07 PSF TCDL: PSF BCDL: 10 PSF BCDL: PSF By Date TOTAL: 37 PSF TOTAL: PSF DURATION: 1.25 DURATION: ��R�T�IxK�Tv1►1 a ® 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: 2319826-PSLP-594 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: PORT SAINT LUCIE PROPERTIES Project Name: WILSON ModelTampa, FL 33610-4115 Lot/Block: . Subdivision: . Address: 594 BEACH AVE— City: City: PORT SAINT LUCIE State: FL 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 37 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# Truss Name Date No. Seal# Truss Name Date 1 T20093317 A01 4/29/20 15 T20093331 CJ1 4/29/20 2 T20093318 A01A 4/29/20 16 T20093332 CJ3 4/29/20 3 T20093319 A02 4/29/20 17 T20093333 CJ5 4/29/20 4 T20093320 A03 4/29/20 18 T20093334 D01 4/29/20 5 T20093321 A04 4/29/20 19 T20093335 D02 4/29/20 6 T20093322 A05 4/29/20 20 T20093336 D03 4/29/20 7 T20093323 A06 4/29/20 21 T20093337 D04 4/29/20 8 T20093324 B01 4/29/20 22 T20093338 E01 4/29/20 9 T20093325 B02 4/29/20 23 T20093339 EJ3 4/29/20 10 T20093326 B03 4/29/20 24 T20093340 EJ4 4/29/20 11 T20093327 B04 4129/20 25 T20093341 ER 4/29/20 12 T20093328 CO2 4/29/20 26 T20093342 G1 4/29/20 13 T20093329 CO3 4/29/20 27 T20093343 G2 4/29/20 14 T20093330 C04 4/29120 28 T20093344 HJ3 4/29/20 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 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: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. MID STATE: 0 F April 29,2020 Velez, Joaquin 1 of 2 MiTe-ke RE: 2319826-PSLP-594 - MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer Info: PORT SAINT LUCIE PROPERTIES Project Name: WILSON Model: . Lot/Block: . Subdivision: . Address: 594 BEACH AVE— City: City: PORT SAINT LUCIE State: FL No. Seal# Truss Name Date 29 T20093345 HJ4 4/29/20 30 T20093346 HJ7 4/29/20 31 T20093347 V01 4/29/20 32 T20093348 V02 4/29/20 33 T20093349 V03 4/29/20 34 T20093350 V06 4/29/20 35 T20093351 V07 4/29/20 36 T20093352 V08 4/29/20 37 T20093353 V09 4/29/20 2 of 2 Job Truss Truss Type Qty Ply T20093317 2319826-PSLP-594 A01 Scissor 5 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566. 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 2911:24:24 2020 Page 1 I D: EPnYvXLGnm_Wsxd5lFlUfJyl91R-OIAr1 nX106AyFDtSkJvwsNAHivkeCYXW1jhYj7zLtD5 r1-0-Oi 7-0-1 13-3-8 19-6-15 26.7-0 27-7-0� 1-0.D 7-0-1 6-3-7 6-3-7 7-0-1 11-0-0 11 4x6 = 6.00 12 Scale = 1:49.1 ST1.5x8 STP = °'Uu hZ ST1.5x8 STP = 6x8 6x8 Plate Offsets (X,Y)— [2:0-5-9,Edge), [6:0-5-9,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.36 8-9 >859 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.45 8-9 >685 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.33 6 n/a n/a BCDL 10.0 Code FBC2017/7PI2014 Matrix-SH Weight: 120 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-3-1 oc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 6=0-7-10 Max Horz 2=141(LC 11) Max Uplift 2=-368(LC 12), 6=368(LC 13) Max Grav 2=1031(LC 1), 6=1031(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2977/2930, 3-4=-2087/2034, 4-5=-2087/2031, 5-6=2977/2932 BOT CHORD 2-10=-2496/2647, 9-10=-2498/2636, 8-9=-2502/2636, 6-8=-2501/2647 WEBS 4-9=-1262/1490, 5-9=-804/1201, 5-8=0/288, 3-9=-804/1202, 3-10=0/288 NOTES- 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=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 13-3-8, Corner(3) 13-3-8 to 19-6-0, Exterior(2) 19-6-0 to 27-7-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This item has been 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, electronically signed and 6) Bearing atjoint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify sealed by Velez, Joaquin, PE capacity of bearing Surface. using a Digital Signature. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 368 lb uplift at joint 2 and 368 lb uplift at Printed copies of this joint 6. document are not considered signed and sealed and the signature must be verified on any, electronic, copies. ;Joaquin;Velez P.E No:89182` M1Tek;USA Ine FL Cert6834, �81304_Parke; East _Blvd: TerripB;FL 33610: ;Data_:' April 29,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 10103)2015 BEFORE 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 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 the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T20093318 2319826-PSLP-594 A01A SCISSORS 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 11:24:25 2020 Page 1 ID:EPnYvXLGnm_Wsxd5lFlUfJyl91R-UxkEF6YwnPIptNSLl1 Q90biUFJ3bx?agGN05FZZLtD4 7-0-1 13-M 19-6-15 26-7-0 7-0-1 6-3-7 6-3-7 7-0-1 6.o0 12 ST1.5x8 STP = 6x8 4x6 = Scale: 1/4"=l' ST1.5x8 STP = 6x8 7-0-1 13-3-8 19-6-15 26-7-0 7-0-1 6-3-7 6-3-7 7-0-1 Plate Offsets (X,Y)— [1:0-5-9,Edgej, [5:0-5-9,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.37 6-7 >853 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.44 6-7 >712 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.32 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 117 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except* TOP CHORD Structural wood sheathing directly applied or 3-11-13 oc purlins. 1-2,4-5: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-14 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 1=0-7-10, 5=0-7-10 Max Horz 1=-133(LC 10) Max Uplift 1=-327(LC 12), 5=327(LC 13) Max Grav 1=960(LC 1), 5=960(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2989/3133, 2-3=-2102/2156, 3-4=2102/2149, 4-5=2989/3127 BOT CHORD 1-8=-2646/2677, 7-8=-2647/2665, 6-7=-2658/2665, 5-6=2658/2677 WEBS 3-7=-1379/1504, 4-7=-820/1220, 4-6=0/288, 2-7=-820/1221, 2-8=0/288 NOTES- 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=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) 0-3-13 to 6-3-13, Exterior(2) 6-3-13 to 13-3-8, Corner(3) 13-3-8 to 19-6-0, Exterior(2) 19-6-0 to 26-3-3 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This Item has been 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 electronically signed and will fit between the bottom chord and any other members. Sealed by Velez, Joaquin, PE 6) Bearing atjoint(s) 1, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify using a Digital Signature. capacity of bearing surface. Printed copies of this p 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 327 lb uplift at joint 1 and 327 lb uplift at joint 5. document are not considered signed and sealed and the signature must be verified on anY,electronic, copies. 'Joagain:Vele PE No.0182: MITeKUSXltic FL`.Car 6834: 8904 Parke EastBh amp6:EL,3361 D' ;Date: April 29,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411.7473 rev. 101.0312015 BEFORE 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 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 the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1rPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T20093319 2319826-PSLP-594 A02 SCISSORS 4 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 11:24:26 2020 Page 1 ID: EPnYvXLGnm_Wsxd5lFlUfJyi9lR-y8icSSZYYjQgVXOXskyOxoFeLjPGgRgpV1 Afn?zLtD3 i 7-0-1 i 13-3-8 19-6-15 i 26-7-0 7-0-1 6-3-7 6-3-7 7-0-1 i 5x6 ST1.5x8 STP = 4x6 = Scale: 1/4"=1' ST1.5x8 STP = 5x6 ZZ 7-0-1 13-3-8 19-6-15 26-7-0 7-0-1 6-3-7 6-3-7 7-0-1 Plate Offsets (X,Y)— [1:0-4-7,Edgej, 14:0-3-0,0-3-41, [5:0-4-7,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.27 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.49 7-8 >640 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.64 Horz(CT) 0.35 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 113 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-3-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-7-10, 5=0-7-10 Max Horz 1=133(LC 9) Max Uplift 1=-327(LC 12), 5=327(LC 13) Max Grav 1=960(LC 1), 5=960(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3013/1855, 2-3=-2103/1262, 3-4=-2102/1262, 4-5=3010/1847 BOT CHORD 1-8=-1555/2683, 7-8=-1553/2677, 6-7=-1548/2667, 5-6=1547/2680 WEBS 3-7=-781/1502, 4-7=-823/747, 4-6=0/290, 2-7=-832/755, 2-8=0/286 NOTES- 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=5.Opsf; h=15ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-3-13 to 6-3-13, Interior(1) 6-3-13 to 13-3-8, Exterior(2) 13-3-8 to 19-6-0, Interior(1) 19-6-0 to 26-3-3 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 chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 1, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. This item has been 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 327 lb uplift at joint 1 and 327 lb uplift at electronically signed and joint 5. sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any,electroniccopies. ;Joaquin:VeIdz'PE No'. 802:' �, MITe�{.USA Inc FL`Cert6634 . t8904'P.arke East Bivd. Tampa,Fl '33810. ;Date: April 29,2020 ®WARNING -.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 10/03/2015 BEFORE 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 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 the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T20093320 2319826-PSLP-594 A03 Roof Special 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 11:24:27 2020 Page 1 rID: EPn-Y2vXLGnm_Wsxd5lFlUfJyl91R- QKs_goZAJ 1 YX6hbjQSTdTOorQ7jzPtezjhvCJRzLtD2 1-0-06-11-0 13-3-8 177 107 26-7-0 27-7-0 -13 4-8-91241-0-0 6-11-0 6A-8 6x8 = 6.00 12 Scale = 1:49.1 ST1.5x8 STP = 1 b 13 12 ST1.5x8 STP = 4x6 = 2x4 II 3x6 = 3x8 = 2x4 II 3.00 12 6x8 i 6-11-0 13-3-8 17-7-10 26-7-0 6-11-0 6A-8 4-4-2 8-11-6 Plate Offsets (X,Y)-- [3:0-4-0,0-3-41, [6:0-3-0,Edgel, [8:0-5-9,Edgel, [10:0-2-12,0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.29 11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.48 8-10 >650 180 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.18 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 144 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-5-9 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 5-12: 2x4 SP No.3 10-0-0 oc bracing: 10-12 WEBS 2x4 SP No.3 WEBS 1 Row at micipt 4-10 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 8=0-7-10 Max Horz 2=142(LC 11) Max Uplift 2=-366(LC 12), 8=364(LC 13) Max Grav 2=1035(LC 1). 8=1040(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1694/1745, 3-4=-115211377, 4-5=-2540/2850, 5-7=-2618/2578, 7-8=-2853/3025 BOT CHORD 2-15=-1350/1432, 13-15=-1362/1428, 5-10=-227/646, 8-10=-2499/2546 WEBS 3-15=0/283, 3-13=-559/824, 10-13=-643/1020, 4-10=-1989/1897, 7-10=214/643 NOTES- 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=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 13-3-8, Corner(3) 13-3-8 to 19-3-8, Exterior(2) 19-3-8 to 27-7-0 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 chord live load nonconcurrent with any other live loads. This item has been 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. electronically Signed and 5) Bearing atjoint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify sealed by Velez, Joaquin, PE capacity of bearing surface. using a Digital Signature. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 366 )b uplift at joint 2 and 364 lb uplift at Printed copies of this joint 8. document are not considered signed and sealed and the signature must be verified on any electronic. copies. ;Joaquin Velei^P.E.No:6$182.`. MITeK.IJ§A Inc F4:Cett 8634 ;8904 Parke EasEBlvd; TalnpaFl;93610` ;Date:' April 29,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 1010312015 BEFORE 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 applicability of design parameters and properly incorporate this design into the overall A 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 the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd., Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T20093321 2319826-PSLP-594 A04 COMMON 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 11:24:28 2020 Page 1 ID: EPnYvXLGnm_Wsxd5lFlUfJy191R-uWQMt8ao4KgOkrAvz9_sODK2xW6e8Kj6yLflsuzLtD1 1-0-0 6-11-0 13-3-8 14A4 16-4-0 7-4-13 21-7-12 26-7-0 1-0-0 6-11-0 6A-8 -0-12 1-11-12 0-13 4-2-15 4-11-4 N. 5x6 = 6.00 12 Il `J tl 3x8 i 3x6 2x4' I 6x12 MT20HS = 7x10 = 2x4 11 Scale: 1/4"=l' Ig Plate Offsets (X,Y)— [2:0-2-10,0-1-81, [3:0-3-0,0-3-0], [7:0-4-8 Edge], [9:0-3-8,0-4-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.50 8-9 >623 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.97 8-9 >325 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.04 7 nla n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Attic -0.21 8-9 484 360 Weight: 152 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 'Except' TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins. 4-7: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 9-4-3 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.2 "Except` 3-11,3-9: 2x4 SP No.3, 4-9: 2x4 SP M 31 REACTIONS. (size) 7=Mechanical, 2=0-7-10 Max Horz 2=234(LC 16) Max Uplift 7=-227(LC 13), 2=466(LC 12) Max Grav 7=1550(LC 2). 2=1265(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2152/601, 3-4=-2114/363, 4-5=-1585/314, 5-6=-2171/350, 6-7=-2345/118 BOT CHORD 2-1 1=-603/1853,9-11=-602/1858, 8-9=-34/1963, 7-8=-34/1963 WEBS 3-9=-300/652, 9-12=0/1232, 4-12=0/1287, 5-12=-517/129, 6-8=22/543 NOTES- 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=5.Opsf; h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-3-8, Exterior(2) 13-3-8 to 16-3-8, Interior(1) 16-3-8 to 26-6-4 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) 400.01b AC unit load placed on the bottom chord', 18-0-0 from left end, supported at two points, 2-0-0 apart. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This Item has been 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 electronically signed and will fit between the bottom chord and any other members. sealed by Velez, Joaquin, PE 7) Ceiling dead load (5.0 psf) on member(s). 5-6, 5-12 using a Digital Signature. 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 8-9 Printed Copies of this 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 227 lb uplift at joint 7 and 466 lb uplift document are not considered at joint 2. signed and sealed and the 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Signature must be Verified on any electronic copies. Joaquiri,Velez PE No:6`8182' ! MiTe(t.USA`InC FL.Cert8634 . 6904 Parke East Blvd: Tamplj:FL'33610 Datet April 29,2020 ®WARNING •Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIh7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mr-ekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not ��o a truss system. Before use, the building designer must verify the applicability of design parameters and property 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 iTek 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, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, SuHe 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T20093322 2319826-PSLP-594 A05 Roof Special 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 11:24:30 2020 Page 1 ID: EPnYvXLGnm_Wsxd5lFlUfJyl91R-rvX71gc3cyw6z8K15aOK5eQOeKpJcDrP Pf8swmzLtD? 18-4-13 1-0-0 2-7-10 4-7-6 7-11-9 13-3-8 1411-2 16-10-4 18-4.8 23-1-12 26-7-0 1-0-0 2-7-10 1-11-12 3-4-3 5-315 1-7-10 1-11-2 1-6-40- 5 4-8-15 114 Scale = 1:49.8 5x6 = 6.00 12 ST1.5x8 STP = 22 17 16 15 14 3x4 = 5x8 = 5x12 = 6x8 = 8x14 MT20HS I 2-7-10 , 4-7-6 7-11-9 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 0.56 BC 0.68 WB 0.82 Matrix-SH DEFL. in (loc) I/deft Ud Vert(LL) -0.21 14-15 >999 240 Vert(CT) -0.36 14-15 >879 180 Horz(CT) 0.15 13 n/a n/a Attic -0.07 14-15 1151 360 PLATES MT20 MT20HS Weight: 177 lb GRIP 2441190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-5-2 cc purlins. 2-5,1-6: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. BOT CHORD 2x6 SP M 26 *Except* 2-22: 2x4 SP No.2, 3-22: 2x6 SP No.2, 9-16: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 10-16.11-23,12-14: 2x4 SP No.2 REACTIONS. (size) 13=Mechanical, 2=0-7-10 Max Horz 2=145(LC 9) Max Uplift 13=-274(LC 13). 2=341(LC 12) Max Grav 13=1216(LC 2). 2=1093(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1137/657, 3-4=-419/310, 4-5=3039/1697, 5-7=-2142/1236, 7-8=-2179/1447, 8-9=-1699/1018, 9-1 0=-1 788/1058, 10-11 =-1 666/839, 11-12=-1982/1008, 12-13=-1988/823 BOT CHORD 2-22=-386/741, 4-21=-1467/2861, 20-21=-1474/2873, 19-20=-445/1282, 18-19=-445/1282, 16-18=-450/190, 14-15=-672/1743, 13-14=-672/1743 WEBS 7-20=-267/428, 15-18=-714/1973, 10�18=-505/249, 15-23=-266/309, 10-23=-270/310, 12-14=-244/357, 8-18=-393/901, 8-20=-732/991, 5-21=-214/411, 5-20=-1003/640 NOTES- 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=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 21-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-3-8, Exterior(2) 13-3-8 to 19-3-8, This item has been Interior(1) 19-3-8 to 26-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; electronically signed and Lumber DOL=1.60 plate grip DOL=1.60 sealed by Velez, Joaquin, PE 3) All plates are MT20 plates unless otherwise indicated. using Digital Signature. g a g g 4) All plates are 2x4 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. Printed Copies of this 6) * This truss has been designed for a live load of 20.0j sf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide document are not considered will fit between the bottom chord and any other members. Signed and Sealed and the 7) Ceiling dead load (5.0 psf) on member(s). 2-3, 3-4, 11-12, 11-23 signature must be verified 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-15 on any electronic copies. 9) Refer to girder(s) for truss to truss connections. tJoaquin;Velez ('E ND.6818V 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 274 lb uplift at joint 13 and 341 lb uplift MITb USA Ire FL,G91t 6634 at joint 2. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 8904 Parke East Blgd'Tempe FL3361q` r spate: April 29,2020 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 11,111.7478 rev. 1010312015 BEFORE 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 verity the applicability of design parameters and properly incorporate this design Into the overall �p 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 the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T20093323 2319826-PSLP-594 A06 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 11:24:31 2020 Page 1 ID: EPnYvXLGnm_Wsxd51F IUfJyl91R-J55WAdhNF2zbIvUfHXZesyWOk7OLdTYeJtPS DzLtD_ 18-4-13 -1-0-0 2-7-10 4.7-6 7-11-9 13-3-8 1411-2 16-104 18-4-8 23.1-12 26-7-0 1-0-0 2-7-10 1-11-12 3-4-3 5-3-15 1-7-10 1-11-2 1-6-40- 5 4-8-15 114 Scale = 1:49.9 5x6 = 6.00 12 ST1.5x8 STP = "' "' 3x4 = 5x8 = 5x12 = 7x10 = 3x4 = 8x14 MT20HS 2-7-10 4-7-6 7-11-9 12-9-14 14-11-2 16-10-4 23-1-12 26-7-0 2-7-10 1-11-12 4 3 4-10-5 2-1 4 1-11-2 6-3-8 3-5 4 Plate Offsets (X,Y)— [2:0-4-0,0-3-1], [3:0-1-6,0-2-12], [4:0-5-0,0-2-13], [5:0-1-12,0-2-8], [13:0-0-8,Edge], [15:0-3-8,0-4-121, [18:0-5-0,0-2-8], [22:0-2-4,1-4-141, [22:0-0-0,0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.21 14-15 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.49 14-15 >646 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.17 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Attic -0.07 14-15 1151 360 Weight: 176 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except" TOP CHORD Structural wood sheathing directly applied or 2-6-5 oc purlins. 2-5,1-6: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x6 SP M 26 *Except* 2-22: 2x4 SP No.2, 3-22: 2x6 SP No.2, 9-16: 2x4 SP No.3 WEBS 2x4 SP No.3 `Except* 10-15,11-23,12-14: 2x4 SP No.2 REACTIONS. (size) 13=Mechanical, 2=0-7-10 Max Horz 2=145(LC 9) Max Uplift 2=-241(LC 12) Max Grav 13=1516(LC 2). 2=1192(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1256/571, 3-4=-464/298, 4-5=-3397/1523, 5-7=-2430/1055, 7-8=-2466/1278, 8-9=-2036/728, 9-10=-2139/751, 10-11=-2132/409, 11-12=-2480/548, 12-13=-2505/343 BOT CHORD 2-22=-356/820, 4-21=-1356/3194, 20-21=-1362/3207, 19-20=-256/1510, 18-19=-256/1510, 16-18=763/0, 14-15=-256/2196, 13-14=-256/2196 WEBS 7-20=-265/455, 15-18=-208/2515, 10-18=-840/0, 15-23=01645, 10-23=01643, 11-23=-282/203, 12-14=-198/403, 8-18=-176/1154, 8-20=785/1033, 5-21=1921448, 5-20=-1085/604 NOTES- 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=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., This item has been GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-3-8, Exterior(2) 13-3-8 to 21-9-5, Interior(1) 21-9-5 to 26-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; electronically signed and Lumber DOL=1.60 plate grip DOL=1.60 sealed by Velez, Joaquin, PE 3) 400.01b AC unit load placed on the bottom chord, 20-0-0 from left end, supported at two points, 2-0-0 apart. using a Digital Signature. 4) All plates are MT20 plates unless otherwise indicated. Printed copies of this p 5) All plates are 2x4 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. document are not Considered 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 signed and sealed and the will fit between the bottom chord and any other members. signature must be Verified 8) Ceiling dead load (5.0 pst) on member(s). 2-3, 3-4, 11-12, 11-23 ft On any electronic copies. 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-15 -• . •• . • -• • • r yJdaquiri Ve)ei..P.E,Nd.' V12, 10) Refer to girders) for truss to truss connections. !1 1) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 241 lb uplift at joint 2. r.� M[TekUSA Inc FI, CeR8SU801149.arke 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. East Blvd Tampa.EL',33810` ;Data:' April 29,2020 ,&WARNING - Verify ciesign parameters —d READ NOTES ON IRIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 rev. 1010312015 BEFORE 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 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 MOWIs 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 oftrusses and truss systems, see ANS!/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type tlty Ply T20093324 2319826-PSLP-594 B01 Hip 1 1 Job Reference (optional) uunuers rirsi,,ource, ram Uty, rL - OZOOO, t3.z4u s mar B zuzu ml I eK InoUstrles, Inc. Wert Apr zu l i:24:J3 zuzu Page 1 ID: EPnYvXLGnm_Wsxd5lFlUfJyl91R-FUDFwrexutlgrc3tm ialjH2glXuvpfJr6dM W W5zLtCy r1-0.0, 6-3-4 12-0-0 14-7-0 , 20-3-12 26-7-0 27-7-0, 1-0-0 6-3A 5-8-12 2-7-0 5-8-12 6-3-4 1-0-0 Scale: 1/4"=l' d 46 = 4x6 = 5 ST1.5x8 STP = 1Z 11 l u s ST1.5x8 STP = 4x6 = 2x4 II 3x4 = 5x6 = 2x4 II 4x6 — 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 0.85 BC 0.49 WB 0.45 Matrix-SH DEFL. in Vert(LL) -0.12 Vert(CT) -0.20 Horz(CT) 0.06 (loc) I/defl Ud 9-10 >999 240 9-10 >999 180 7 nla n/a PLATES GRIP MT20 244/190 Weight: 132 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 7=0-7-10 Max Horz 2=-128(LC 10) Max Uplift 2=-359(LC 12), 7=-359(LC 13) Max Grav 2=1031(LC 1). 7=1031(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1711/1485, 3-4=-1220/1127, 4-5=102711094, 5-6=1220/1127, 6-7=171111486 BOT CHORD 2-12=-1194/1451, 11-12=-1194/1451, 10-11=-589/1027, 9-10=-1066/1451, 7-9=-1065/1451 WEBS 3-12=0/262, 3-11=536/695, 4-11=-271/324, 5-10=-271/324, 6-10=-536/696, 6-9=01262 I$. NOTES- 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=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 27-7-0 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.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. This item has been 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 359 lb uplift at joint 2 and 359 lb uplift at joint 7. electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic. copies. Joagairi;Veltiz�PE, No:68182; MiTek;USA Ina FC`Cert6834 "6804 Parke East Blvd: Ternp4F.L:33670' ;Date: April 29,2020 AWARNING - Verify design parameters and READ NOTES ON TNIS AND INCLUDED M/TEK REFERENCE PAGE 11111.7473 rev. 101032015 BEFORE 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 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 the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T20093325 2319826-PSLP-594 B02 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 11:24:34 2020 Page 1 ID:EPnYvXLGnm_Wsxd5lFlUfJyl91R ignd8BfZfAQXSme3KQ5GFUaONxCZY9n_KH642YzLtCx r1-0-Oi 6-3-4 11-0-0 15-7-0 20-3-12 26-7-0 27-7-01 1-0-0 6-3-4 4-8-12 4-7-0 4-8-12 6-3-4 1-0-0 4x6 = 4x6 = Scale: 1/4"=l' I� ST1.5x8 STP = 1L 11 lu 9 ST1.5x8 STP = 4x6 = 2x4 II 3x4 = 5x6 = 2x4 II 4x6 — 6-3-4 11-0-0 15-7-0 20-3-12 26-7-0 6-3 4 4-8-12 4-7-0 4 8 12 6-3-4 Plate Offsets (X,Y)-- [10:0-3-0,0-3-0] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.19 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.25 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 127 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 7=0-7-10 Max Horz 2=119(LC 11) Max Uplift 2=-351(LC 12). 7=351(LC 13) Max Grav 2=1031(LC 1). 7=1031(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1700/1468, 3-4=-1282/1178, 4-5=1095/1120, 5-6=1282/1179, 6-7=1700/1468 BOT CHORD 2-12=-1174/1438, 11-12=-1174/1438, 10-11=-655/1095, 9-1 0=-1 040/1438, 7-9=-1040/1438 WEBS 3-11=-484/629, 4-11=-270/348, 5-10=-270/348, 6-10=-484/629 NOTES- 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=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 27-7-0 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.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. This item has been 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 351 lb uplift at joint 2 and 351 lb uplift at joint 7. electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic. copies. rJoaquin;VelezPE No:681.82.`. MI'[ek. USA,,Inc.,FL.CerF6634;, 6904 Parke Eas! Blvd: Tampa FL'3410 ;Date: April 29,2020 AWARNING - Verify design parameters and READ NOTES ON TNIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE 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 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 the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T20093326 2319826-PSLP-594 B03 Hip 1 1 Jab Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 2911:24:35 2020 Page 1 I D: EPnYvXLGnm_Wsxd5lFl UfJy191R-BsL?LXgB QUY04wDGu7cVoi7A3LUwHex8zxrda_zLtCw r1-0-Oi 6-4-4 9-0-0 13-3-8 17-7-0 20-2112 26-7-0 27-7-0 1-0-0 6-4-4 2-7-12 4-3-8 4-3-8 2-7-2 6-4-4 1-0-0 1 1 0 Scale: 1/4"=1' 46 = 3x4 = 4x6 = 4 5 6 ST1.5x8 STP = 114 — lu ST1.5x8 STP 3x6 = 4x6 = 3x8 = 3x8 = 46 = I� 0 9-0-0 17-7-0 26-7-0 9-0-0 8-7-0 9-0-0 LOADING (psf) SPACING- 2-0-0 cSl. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.16 2-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.33 2-12 >956 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-SH Weight: 128 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 8=0-7-10 Max Horz 2=-99(LC 10) Max Uplift 2=-331(LC 12), 8=331(LC 13) Max Grav 2=1031(LC 1), 8=1031(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1634/1434, 3-4=-1436/1306, 4-5=-1251/1187, 5-6=1251/1187, 6-7=-1436/1306, 7-8=-1634/1434 BOT CHORD 2-12=-114411397, 10-12=926/1372, 8-10=-1014/1397 WEBS 3-12=-244/533, 4-12=-468/495, 5-12=258/250, 5-10=-258/249, 6-10=-469/495, 7-10=-244/534 NOTES- 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=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 27-7-0 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.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 331 lb uplift at joint 2 and 331 lb uplift at This item has been joint 8. electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic, copies. Joagui n:Velez,,PE'. No:B$7 jl2.`. - MiTeK.USA;7rie fiL'&M6834, ',8904'Parke�East Blvd: T@rnp�',FL'33610 ,Date: April 29,2020 AWARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERENCE PAGE MI1-747J rev. 1010312015 BEFORE 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 applicability of design parameters and properly incorporate this design Into the overall �y building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i1AiTek" 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, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T20093327 2319826-PSLP-594 B04 HIP GIRDER 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 11:24:37 2020 Page 1 ID: EPnYvXLGnm_WsxdSlFlUfJy191R-7FSmmDhSy5p6JDMe?Yezt7CaO9BwlRaROFKkfszLtCu rl-0.0i 3-9-4 i 7-0.0 13-3-8 19-7-0 22-9-12 26-7-0 27-7-0 1-0-0 3-9-4 3-2-12 6-3-8 6-3-8 3-2-12 3-9-4 1-0-0 Scale: 1/4"=1' NAILED Special 5x8 = NAILED Special NAILED NAILED 2x4 II NAILED NAILED 5x8 = 3 11 12 4 13 14 5 ST1.5x8STP = lu a C ST1.5x8STP NAILED NAILED NAILED NAILED = 3x8 = 2x4 II 5x8 = 2x4 II 3x8 = Special NAILED NAILED Special i 7-0-0 13-3-8 19-7-0 26-7-0 7-0-0 6-3-8 6-3-8 7-0-0 Plate Offsets (X,Y)— [2:0-4-12,0-1-8],[3:0-5-8,0-2-4],[5:0-5-8,0-2-4] [6:0-4-12,0-1-8] [9:0-4-0 0-3-0] LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.25 9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.35 8-9 >881 180 BCLL 0.0 Rep Stress Incr NO WB 0.63 Horz(CT) 0.12 6 n/a file BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 120 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 3-3-11 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-10-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 6=0-7-10 Max,Horz 2=79(LC 7) Max Uplift 2=-982(LC 8), 6=-982(LC 9) Max Grav 2=2001(LC 1),6=2001(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3736/1827, 3-4=-4286/2180, 4-5=4286/2180, 5-6=-3736/1827 BOT CHORD 2-10=-1591/3228, 9-10=-1594/3250, 8-9=-1530/3250, 6-8=-1528/3228 WEBS 3-10=-77/674, 3-9=670/1262, 4-9=-832/775, 5-9=-671/1262, 5-8=77/674 NOTES- 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=S.Opsf; h=15ft; Cat. 11; Exp C; 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 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 982 lb uplift at joint 2 and 982 lb uplift at joint 6. 7) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. This item has been 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 202 lb down and 290 lb up at electronically signed and 7-0-0, and 202 lb down and 290 lb up at 19-7-0 on top chord, and 323 lb down and 168 lb up at 7-0-0, and 323 lb down and 168 lb sealed by Velez, Joaquin, PE up at 19-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Signature. Slg Digital a ng al na na USina 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Pr copiesal Of LOAD CASE(S) Standard document are not considered 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signed and sealed and the Uniform Loads (plf) signature must be verified Vert: 1-3=54, 3-5=54, 5-7=54, 2-6=20 Concentrated Loads (lb) on any electronic, copies. Vert: 3=-155(B) 5=155(B) 10=-323(B) 9=-117(8) 4=-211(B) 8=323(13) 11=-105(B) 12=-105(B) 13=105(B) 14=-105(B) (Jbaquiri'VelezfE No:681.83.`- MITOkUSA Inc FL,,Cett8834, 15=-58(B) 16=-58(B) 17=58(B) 18=58(B) „ 8904 Parke East BIvdrTempa FL3367U' ,DAtea, April 29,2O2O AWARN/NG - Verily design parameters and READ NOTES ON ifgS AND INCLUDED M1TEK REFERENCE PAGE MIF7473rev. 10/03/2015 BEFORE 115E ��' 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 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 the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T20093328 2319826-PSLP-594 CO2 Roof Special 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 Mi rek Industries, Inc. Wed Apr 29 11:24:39 2020 Page 1 ID: EPnYvXLGnm_Wsxd5lFlUfJyl9IR-4eaWBvjiUj3gZXW17zhRyYHsl yg5D ISkUZprklzLtCs 1-0-0 2-7-10 4-76 6-9-13 11-0-0 14-11-2 16-10-4 2%7-0 23-0-6 23- _IF12 26-7-0 1-0-0 2_ _'6 1-11-12 2-2-7 3-11-2 1-11-2 3-8-12 2-5-8 0- 4 3-5 4 5x8 = 2x4 11 3x6 = 5x8 = 277 8 9 Scale = 1:49.0 2x4 = 2x4 II ST1.5x8 STP = 23 18 17 16 `— "" 15 14 5x8 = 2x4 II 2x4 II 4x6 II 6x8 = 6x8 = 3x6 I 2x4 11 2-7-10 % 11-0-0 12-9-14 14-11-2 16-10�4 20-7-0 23-0-8 23- 12 26-7-0 -7_ 1_ 1-11-12 6-4-10 1-9-14 2-1 4 1-11-2 3-8-12 2-5-8 0- -4 3-54 Plate Offsets (X,Y)— [2:0-4-0,0-3-1], [3:0-5-0,0-2-12], [4:0-0-0,0-0-8], [5:0-1-0,0-2-8], [6:0-6-0,0-2-8], [9:0-6-0,0-2-8], [12:0-3-1,0-1-15], [15:0-3-8,0-4-4], [16:0-3-8,0-3-0], 119:0-3-8,0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.30 7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.50 7 >632 180 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.19 14 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Attic -0.13 15-16 599 360 Weight: 204 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, 1-6,2-5: 2x4 SP M 31 except end verticals. Except: BOT CHORD 2x6 SP M 26 "Except* 3-11-0 oc bracing: 10-11 2-23: 2x4 SP No.2, 3-23: 2x6 SP No.2, 7-17: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-21 8-16: 2x4 SP No.2 JOINTS 1 Brace at Jt(s): 25 REACTIONS. (size) 14=Mechanical, 2=0-7-10 Max Horz 2=254(LC 12) Max Uplift 2=-226(LC 12) Max Grav 14=1515(LC 2).2=1165(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1230/392, 3-4=-420/13, 4-5=-3346/1702, 5-6=-2028/835, 6-7=-1825/639, 7-8=-1812/628, 8-9=-1494/222, 9-10=885/298, 10-11=1568/358, 11-12=-1626/313, 12-14=-1917/413 BOT CHORD 2-23=-463/795, 4-22=-1916/3159, 21-22=-1921/3173, 20-21=-789/1771, 19-20=-789/1771, 17-19=321/156, 7-19=-273/219, 16-17=-255/415, 15-16=289/1483 WEBS 6-21=-286/616, 6-19=-78/322, 16-19=-40/1284, 8-19=-790/1016, 16-24=-746/867, 8-24=-895/866, 24-25=-743/82, 10-25=-753/80, 11-15=35/264, 5-22=-26/407, 5-21=-1484/1162, 12-15=-387/1903, 9-24=0/787 NOTES- 1) Unbalanced roof live loads have been considered forthis design. This Item has been 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., electronically signed and GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-0-0, Exterior(2) 11-0-0 to 16-8-7, sealed by Velez, Joaquin, PE Interio[(1) 16-8-7 to 20-7-0, Exterior(2) 20-7-0 to 23-3-3, Interior(1) 23-3-3 to 26-5-4 zone; cantilever left and right exposed ;C-C for using a Digital Signature. members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 400.01b Printed Copies of this AC unit load placed on the bottom chord, 20-0-0 from left end, supported at two points, 2-0-0 apart. 4) Provide adequate drainage to prevent water ponding. document are not Considered 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Signed and Sealed and the 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 signature must be verified will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 10-11, 24-25, 10-25 on any__ electronic_ copies. 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-16 Refer to girder(s) for truss to truss connections. Joaquin:Vele ;P.E Wo:88182' r, Mi -ek IJSA Inc FL.Cett,68111 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 226 lb uplift at joint 2. �6904 Parke East Blvd Tampa FL 3361p' 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ,.Date: 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. v April 29,2020 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7477 rev. 10/07/2015 BEFORE USE. ' Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall A building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing IYIiTek• 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, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type City Ply T20093329 2319826-PSLP-594 CO3 Half Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 11:24:40 2020 Page 1 I D: EPnYvXLGnm_Wsxd5lFlUfJyl91R-Yg8uOFjKFOBhAh5DggCgVlq?gMDYylutjDZOGBzLtCr r1 0 0 2-7-10 4-7 6 9-0-0 14-11-2 16-10-4 , 20-0-0 MA 2 26-7-0 1-0-0 2-7-10 1-11-12 4 4 10 5-11-2 1-11-2 3-1-12 3-1-12 3-5 4 5x8 = 4x6 = 3x6 = 8 27 9 1028 11 Scale = 1:47.4 5x8 = 12 I� ST1.5x8 STP = 22 11 (Xlu = lb 1b 14 13 5x8 = 3x8 11 5x6 = 7x10 = 3x6 9-0-0 13-1-6 . 14-11-2 , 16-10-4 , 23-1-12 26-7-0 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/TP12014 CSI. TC 0.97 BC 0.75 WB 0.72 Matrix-SH DEFL. in (loc) Vdefi Ud Vert(LL) 0.43 15-16 >727 240 Vert(CT) -0.85 15-16 >370 180 Horz(CT) 0.18 13 n/a n/a Attic -0.19 14-15 402 360 PLATES GRIP MT20 2441190 Weight: 188 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 6-9,9-12: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 12-13 3-22: 2x6 SP No.2, 4-18,13-17: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 12-14: 2x4 SP No.2 REACTIONS. (size) 13=Mechanical, 2=0-7-10 Max Horz 2=243(LC 12) Max Uplift 13=-40(LC 9), 2=205(LC 12), Max Grav 13=1515(LC 2), 2=1166(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1230/426, 3-4=-420/0, 4-5=-3311/1739, 5-6=-2271/983, 6-7=-2448/775, 7-8=-2418/744, 8-1 0=-1 4281192, 10-11=-1428/192, 11-12=-1587/278, 12-13=-2116/416 BOT CHORD 2-22=-514/795,4-21=-1902/3092,20-21=-1912/3108,19-20=-964/2016,18-19=-964/2016, 16-18=483/870, 7-18=-423/365, 15-16=-234/444, 14-15=295/1619 WEBS 6-20=-261/543, 6-18=0/546, 15-18=103/1371, 8-18=-1042/1890, 15-23=1659/1019, 8-23=-162111006, 14-24=-533/388, 11-24=-485/370, 12-14=-474/2709, 5-21=-136/342, 5-20=-11721995 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Exterior(2) 9-0-0 to 17-5-13, Interior(1) This item has been 17-5-13 to 26-5-4 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 electronically signed and 2) 400.01b AC unit load placed on the bottom chord, 20-0-0 from left end, supported at two points, 2-0-0 apart. sealed by Velez, Joaquin, PE 3) Provide adequate drainage to prevent water ponding. Using a Digital Signature. 4) All plates are 2x4 MT20 unless otherwise indicated. Printed copies Of this 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 document are not considered will fit between the bottom chord and any other members. Signed and Sealed and the 7) Ceiling dead load (5.0 psf) on member(s). 23-25, 24-25 signature must be verified 8) Bottom chord jive load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-15 on any electronic Copies. 9) Refer to girder(s) for truss to truss connections. ;Joaquin Wtifz R.E,i6.9682: 0) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 13 and 205 lb uplift M=je_IJ$A, Inc FL:,Cert6634 _ at joint 2. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. - 8904'Parke �aslBlvd Tampa Fl!3361D ;Date: April 29,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 10103/3015 BEFORE 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 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 the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criferia, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safetylnfonmtion available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qfy Ply ]HALF T20093330 TJobReference 2319826-PSLP-594 C04 HIP GIRDER 1 (optional) ouuueis rust ouurce, riarn t,iry, rt. - d[doo, ts.Z4U s Mar y ZUZU MI I eK Industries, Inc. INed Apr Z9 11:Z4:4Z ZUZU Vage 1 ID: EPnYvXLGnm_Wsxd5lFlUfJy191R-U DGfpwlaneRPQ_Fco5E8aAvL2As2QcVAAX2VK4zLtCp r10, 7-0-0 i 13-6-15 20-0-1 26-7-0 1-0-0 -0-' 7-0-0 6-6-15 6-5-3 6-6-15 Scale: 1/4"=1' Special NAILED NAILED NAILED 4x6 = NAILED NAILED 3x4 = NAILED NAILED 5x8 = NAILED NAILED 5x8 = 3 12 13 14 4 15 16 17 5 18 19 20 6 ST1.5xBSTP = 11 - - -- 10 -. - -- -- 8 — -- -- 7 3x8 = 3x4 = NAILED NAILED 3x4 — 46 = NAILED 5x8 = NAILED 3x8 MT20HS II Special NAILED NAILED NAILED NAILED NAILED 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 NO Code FBC2017rrP12014 CSI. TC 0.98 BC 0.87 WB 0.91 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Ud 0.25 10 >999 240 -0.37 10-11 >853 180 0.10 7 n/a n/a PLATES MT20 MT20HS Weight: 133 lb GRIP 244/190 1871143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 4-5-5 oc bracing. 4-11,5-10,6-8: 2x4 SP No.2 WEBS 1 Row at midpt 6-8 REACTIONS. (size) 7=Mechanical, 2=0-7-10 Max Horz 2=193(LC 8) Max Uplift 7=-997(LC 5), 2=905(LC 8) Max Grav 7=2034(LC 1), 2=1923(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3577/1732, 3-4=-3131/1595, 4-5=3989/1998, 5-6=2973/1459, 6-7=1900/1045 BOT CHORD 2-11=-1584/3089, 10-11=-1998/3989, 8-10=-1498/3025 WEBS 3-11=-292/1026, 4-11=-981/515, 4-10=-233/421, 5-10=-574/1108, 5-8=-1275/944, 6-8=-1631/3323 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 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 girder(s) for truss to truss connections. This Item has been 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 997 lb uplift at joint 7 and 905 lb uplift at electronically signed and joint2. sealed by Velez, Joaquin, PE 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. using a Digital Signature. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 155 lb down and 290 lb up at 7-0-0 Printed copies of this on top chord, and 323 lb down and 168 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. document are not considered 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). signed and sealed and the LOAD CASE(S) Standard signature must be verified 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 on any electronic, copies. ;Joaquiri;VelerPE No:68182' Uniform Loads (plf) ' Vert: 1-3=54, 3-6=54, 2-7=20 MITekUSA Ire fLCert;8834 _ !8904P.arke East Blyd:TampalFL 33810; .Date: April 29,2020 AL WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MITekO connectors. This design is based only upon parameters shown, and is for an Individual bull ding 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 iVliTek` 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, see ANSI/TPN Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Ply ]Qty T20093330 2319826-PSLP-594 C04 HALF HIP GIRDER 17 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 11:24:42 2020 Page 2 ID: EPnYvXLGnm_Wsxd5lFlUfJyl9lR-U DGfpwlaneRPQ_Fco5E8aAvL2As2QcVAAX2VK4zLtCp LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-155(B) 11=323(13) 12=-105(B) 13=-105(B) 14=105(B) 15=-105(B) 16=-105(B) 17=-105(B) 18=-105(B) 19=-105(B) 20=105(B) 21=-58(B) 22=-58(B) 23=-58(B) 24=-58(B) 25=-58(B) 26=-58(B) 27=-58(B) 28=-58(8) 29=58(B) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MX7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property 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 the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, SuKe 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T20093331 2319826-PSLP-594 CA Corner Jack 12 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 2911:24:43 2020 Page 1 ID:EPnYvXLGnm_Wsxd5lFlUfJyl91R-yPg11 GmCYxZG18goMpIN7OSkDZPo9HuJPBn2tWzLtCo -1-0-0 1-0-0 , 1-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 TCDL 7.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=44(LC 12) Max Uplift 3=-8(LC 1), 2=-63(LC 12) Max Grav 3=18(LC 8), 2=125(LC 1), 4=18(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:7.0 2x4 = ST1.5x8 STP = DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.00 2 >999 240 MT20 244/190 Vert(CT) -0.00 2 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; 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 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 8 lb uplift at joint 3 and 63 lb uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic. copies. JbaquiriVele`iP.E N0:68182' M IKUSA Ind FI„Cett6834 9904 Parke EasfBlvd Tampa FL'33610` April 29,2020 ®wARN/NG -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev., 101,0312015 BEFORE 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 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 MOWis 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, see ANS11TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Cty Ply T20093332 2319826-PSLP-594 CJ3 Corner Jack 8 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 11:24:43 2020 Page 1 ID:EPnYvXLGnm_Wsxd5lFlUfJylglR-yPg11 GmCYxZG18goMpIN7OShRZMR9HuJPBn2tWzLtCo 1-0-0 3-0-0 LOADING (psf) 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 YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=92(LC 12) Max Uplift 3=-63(LC 12), 2=-87(LC 8), 4=-31(LC 8) Max Grav 3=53(LC 1), 2=186(LC 1), 4=52(LC 3) 3x6 = ST1.5x8 STP = 3-0-0 3-0-0 CSI. DEFL. in (loc) I/deft L/d TC 0.30 Vert(LL) 0.02 2-4 >999 240 BC 0.22 Vert(CT) -0.01 2-4 >999 180 WB 0.00 Horz(CT) -0.00 3 ., n/a n/a Matrix-P FORCES. .(Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale: 1"=1' cs co PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and, C-C Corner(3) zone; cantilever left and right exposed ; porch left and right 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 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 63 lb uplift at joint 3, 87 lb uplift at joint 2 and 31 lb uplift at joint 4. This item has.been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic, copies. Joaquiri'<Velez P.E90 88181T. MtTe(<U§A Inc FC�Cert6634 , 6904Parke,Eas!Bii Tampa,Eh'33610: April 29,2020 ®WARNING - Verify design parameters and READ NOTES DN THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valld 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 applicability of design parameters and properly Incorporate this design Into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �V IiTek" is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TFl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T20093333 2319826-PSLP-594 CJ5 Corner Jack 6 1 Job Reference (optional) Builders First Source, Plant city, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 11:24:44 2020 Page 1 ID: EPnYvXLGnm_Wsxd51F IUfJy191R-QbNPEcnrJFh7fIP_vWGctb?mmzh3uk8TdrXbPyzLtCn -1-0-0 , 5-0-0 , 1-0-0 5-0-0 3x4 = ST1.5x8 STP = 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d TCLL . 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.03 2-4 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hcrc(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=142(LC 12) Max Uplift 3=-122(LC 12), 2=-85(LC 12) Max Grav 3=115(LC 1), 2=252(LC 1), 4=92(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:19.2 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; 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) 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 122 lb uplift at joint 3 and'85 lb uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ,IJbaquiri.VelezPE No:681i32'. MITek'USA Inc FL,CeR,6a634, . `9904 Parke Eesh8lvd. Tampa EL'_33670`. ;Date:; April 29,2020 ®WARNING -.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M114473 rev. 10/032015 BEFORE 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 applicability of design parameters and property Incorporate this design into the overall p. p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IIYIiTek• 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, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type City Ply T20093334 2319826-PSLP-594 Doi COMMON GIRDER 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 11:24:46 2020 Page 1 ID:EPnYvXLGnm_Wsxd5lFlUfJyl91R-N VAflo5gsxqucYN1xJ41042gnHkMT5m58OiTrzLtCI 1-00 3-9-10 7-0-12 9-10-0 12-7-4 15-10-6 I%8-0 1-0-0 3-9-10 3-3-2 2-9 4 2-9 4 3-3-2 3-9-10 Scale = 1:37.7 4x6 I I 31 ST1.5x8 STP = 3x6 11 6x8 WO — HTU26 _ 6x8 3x6 II HTU26 HTU26 HTU26 ST1.5x8 STP = = = 4x10 MT20HS i 4x10 MT20HS HTU26 HTU26 HTU26 3-9-10 7-0-12 9-10-0 , 12-7-4 i 154 0-6 19-8-0 i LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 CSI. TC 0.87 BC 0.70 WB 0.74 Matrix-SH DEFL. in Vert(LL) -0.13 Vert(CT) -0.27 Horz(CT) 0.06 (loc) I/deft Ud 10 >999 240 10 >854 180 8 n/a n/a PLATES MT20 MT20HS Weight: 247 lb GRIP 2441190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-9 cc purlins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 `Except' 5-11: 2x4 SP No.2 REACTIONS. (size) 8=0-7-10, 2=0-7-10 Max Horz 2=11 O(LC 26) Max Uplift 8=-542(LC 9), 2=-619(LC 8) Max Grav 8=7447(LC 2), 2=4323(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8520/1088, 3-4=-8684/1058, 4-5=-7435/390, 5-6=7436/389, 6-7=-9750/84, 7-8=-12738/664 BOT CHORD 2-13=-995/7483, 12-13=-995/7483, 11-12=-897/7742, 10-11=0/8698, 9-10=538/11236, 8-9=-538/11236 WEBS 5-11=-259/6441, 6-11=-3301/0, 6-10=0/3515, 7-10=-2929/692, 7-9=-470/2892, 4-11=-2027/1102, 4-12=-1038/2096, 3-12=-154/383 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 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 This Item has been 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. electronically signed and 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., sealed by Velez, Joaquin, PE GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 using a Digital Signature. 5) All plates are MT20 plates unless otherwise indicated. Printed Copies of this 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 document are not considered will fit between the bottom chord and any other members. signed and sealed and the 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 542 lb uplift at joint 8 and 619 lb uplift at signature must be verified joint 2. 9 Use Simpson Strong -Tie HTU26 2071 Old Girder, 14-10dx1 1/2 Truss, PI Single Girder ore g y ) equivalent at 7-0-12 from the left end to on any electronic. copies. Joaquin:Velez PE,tVo 681821 connect truss(es) to front face of bottom chord. 10) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 11-1 Odx1 112 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 cc max. MiTekkl§A Inc FL:Cert8634 ; starting at 9-0-12 from the left end to 17-11-4 to connect truss(es) to front face of bottom chord. ,8904 W6 East Blvd Tampi EL 33810: ;Date:' 11) Fill all nail holes where hanger is in contact with lumber. April 29,2020 AWARN/NG - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE 110I1-7473 rev. 1010312015 BEFORE 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 applicability of design parameters and properly incorporate thisdesignInto 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 the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSNTPII quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T20093334 TJobReference2319826-PSLP-594 Dot COMMON GIRDER 1 (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 11:24:46 2020 Page 2 I D: EPnYvXLGnm_Wsxd5lFlUfJyl91R-N_VAflo5gsxqucYN 1 xJ41042gnHkMT5m58OiTrzLtC I LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pli) Vert: 1-5=54, 5-8=54, 2-8=-20 Concentrated Loads (lb) Vert: 12=-2014(F) 14=-1341(F) 15=-1341(F) 16=-1343(F) 17=-1043(F) 18=1328(F) 19=-1328(F) ®WARNING •, verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M11.7473 rev. 10103f2015 BEFORE 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 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 the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T20093335 2319826-PSLP-594 D02 Common 3 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 11:24:47 2020 Page 1 ID: EPnYvXLGnm_Wsxd5lFlUfJy191R-rA3YsepjbA3hWm7ZbfgJHEdGRBdl5wgvKolGOHzLtCk 5-2-4 9-10-0 14-5-12 19-8-0 1-0-0 5-2-4 4-7-12 4-7-12 5-2-4 Scale = 1:36.0 4x6 = a ST1.5x8 STP = 3x4 = 3x4 = 3x6 =ST1.5x8 STP = 4x6 = 4x6 = 9-10-0 9-10-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.17 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.36 7-9 >637 180 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 90 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-7-10, 2=0-7-10 Max Horz 2=109(LC I I') Max Uplift 6=-239(LC 13), 2=-282(LC 12) Max Grav 6=702(LC 1), 2=778(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1240/1375, 3-4=-122011689, 4-5=1235/1761, 5-6=125211454 BOT CHORD 2-9=-1100/1038, 7-9=-569/663, 6-7=-111611051 WEBS 4-7=-807/586, 5-7=249/656, 4-9=-778/568, 3-9=-243/646 NOTES- 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=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) -1-0-0 to 5-2-4, Exterior(2) 5-2-4 to 9-10-0, Corner(3) 9-10-0 to 15-10-0, Exterior(2) 15-10-0 to 19-4-3 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 chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 239 lb uplift at joint 6 and 282 lb uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic. copies. ;Joaquili;VelezFE,No:6&182; • MITek USA Inc FL'CeR 6634,; , 8904 Parke Eait,Blvd Taropa F.L'•.33Q111; ,Date: April 29,2020 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE 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 applicability of design parameters and property 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 the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//TPII Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job T as Truss Type Qty Ply T20093336 2319826-PSLP-594 D03_ COMMON 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 11:24:47 2020 Page 1 ID: EPnYvXLGnm_Wsxd5lFlUfJyl91R-rA3YsepjbA3hWm7ZbfgJHEdKhBdm5?gvKoIGOHzLtCk -1-0-0 5-2-4 i 9-10-0 14-5-12 19-8-0 ,20-8-0 1-0-0 5-2-4 4-7-12 4-7-12 5-2-4 �1 Scale = 1:36.5 4x6 = ST1.5x8 STP = 3x4 3x6 — 3x4 ST1.5x8 STP = = = 3x4 = 3x4 = M Io 9-10-0 19-8-0 9-10-0 9-10-0 Plate Offsets (X,Y)— [2:0-2-0,Edgel,'[6:0-2-0,Edge] LOADING (psf) SPACING- 2-0-0 cSl. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.17 8-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.36 8-10 >635 180 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 92 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-7-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-7-10, 2=0-7-10 Max Horz 2=-107(LC 10) Max Uplift 6=-28.1(LC 13), 2=-281(LC 12) Max Grav 6=775(LC 1), 2=775(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1235/769, 3-4=-1216/973, 4-5=-12161973, 5-6=-1235/769 BOT CHORD 2-10=-552/1034, 8-10=-269/658, 6-8=-579/1034 WEBS 4-8=-453/569, 5-8=-243/406, 4-10=-453/569, 3-10=-243/406 NOTES- 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=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-2-4, Interior(1) 5-2-4 to 9-10-0, Exterior(2) 9-10-0 to 15-10-0, Interior(1) 15-10-0 to 20-8-0 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 chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0,0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding, 281 lb uplift at joint 6 and 281 lb uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic_ copies. JoaquiriVelez PE No.69182; • SMITe(ClJ$A Inc FL:Celt9834 9904 PafkeEast Blvd Tampa.FL'_33610: April 29,2020 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7477 rev. 1010212015 BEFORE 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 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 the fabrication, storage, delivery, erection and bracingof trusses and truss systems, see ANSI/7"Pl1 quality Criteria, DSB-89 and BCSI Building Component Blvd. e rkEast Safety Information available from Truss Plate Institute; 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, 6904 Parke 36610 East Job Truss Truss Type Qty Ply T20093337 2319826-PSLP-594 D04 Common Supported Gable 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 2911:24:49 2020 Page 1 ID:EP.nYvXLGnm_Wsxd5lFlUfJyl91R-nZBIHKgz7nJP13Hyi3snMfilc RKZ_Cn6EM4AzLtCi -1-0-0 9-10-0 19-8-0 20-8-0 ' 1-0-0 ' 9-10-0 ' 9-10-0 1-0-0 Scale = 1:35.9 4x6 = ` I04 d 3x4 = 22 21 20 19 18 17 16 15 14 3x4 = 5x6 = 19-8-0 19-8-0 Plate Offsets (X,Y)-- (18:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 13 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 13 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 99 Ito 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.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 19-8-0. (lb) - Max Horz 2=-107(LC 10) Max Uplift All uplift 100 lb or less atjoint(s) 2, 19, 20, 21, 22, 17, 16, 15, 14, 12 Max Grav All reactions 250 lb or less atjoint(s) 2, 18, 19, 20, 21, 22, 17, 16, 15, 14, 12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-70/282, 6-7=102/367, 7-8=-102/372, 8-9=70/288 WEBS 6-19=-116/300, 5-20=-106/299, 4-21=110/294, 3-22=-101/267, 8-17=-116/300, 9-16=-106/299, 10-15=-110/294, 11-14=-101/267 NOTES- 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=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 9-10-0, Corner(3) 9-10-0 to 15-10-0, Exterior(2) 15-10-0 to 20-8-0 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated, 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. This item has been 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically Signed and 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 2-0-0 wide sealed by Velez, Joaquin, PE will fit between the bottom chord and any other members. using a Digital tat Signature. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2; 19, 20, 21, 22, Printed this 17,16, 15, 14,12.copies of document are not considered signed and sealed and the signature must be verified on any electronic. copies. ;Joago ri VelerFE,WE66'& • Mtjek USA, Ind FL'd 6634. 6964 Parke East Blvd: Tampa.FL;33610` ;Date_: April 29,2020 ®WARNING -.Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M11.7473 rev. 101=015 BEFORE 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 applicability of design parameters and properly incorporate this design Into the overall �pp� l building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing - IYI4 ek• 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, see ANS11TPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T20093338 2319826-PSLP-594 E01 HALF HIP GIRDER 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 11:24:50 2020 Page 1 ID:EPnYvXLGnm_Wsxd5lFlUfJyl9lR-FIIgVfrbu5RGNDs8GnNOvsFuEOmxIRBLOm wcczLtCh -1-0-0 4-0-0 M-10 1-0-0 4-0-0 2-6-10 NAILED 5x8 NAILED 2x4 Scale = 1:16.9 = II 3 > 4 ST1.5x8 STP = NAILED 5 2x4 = ST1.5x8 STP = 3x6 = i 4-0-0 i 6-6-10 4-0-0 2-6-10 Plate Offsets (X,Y)— [3:0-6-0,0-2-8) LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 TCDL 7.0 Lumber DOL 1.25 BC 0.17 BCLL 0.0 Rep Stress Incr NO WB 0.09 BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except* 4-5: 2x6 SP No.2 REACTIONS. (size) 5=0-6-10, 2=0-7-10 Max Horz 2=119(LC 23) Max Uplift 5=-298(LC 5). 2=-219(LC 5) Max Grav 5=291(LC 1), 2=335(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-300/222 WEBS 3-5=-296/311 DEFL. in (loc) I/defl LJd PLATES GRIP Vert(LL) 0.02 2-6 >999 240 MT20 244/190 Vert(CT) -0.02 2-6 >999 180 Horz(CT) -0.00 5 n/a n/a Weight: 33 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; porch left and right exposed; 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=298,2=219. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=54, 2-5=-20 Concentrated Loads (lb) Vert: 6=-24(F) 3=-39(F) 7=31(F) 8=16(F) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic_ copies. Joaquin:Yefez �E No 6$iH21 MITek.USA Ine FL';Gert8634 ,,., . ,-„ 690dParke East Blvd Tatnpa FG;33,9.1 p: iDater' April 29,2020 ®WARNING- Verify design paramefers and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE 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 verily the applicability of design parameters and properly incorporate this design Into the overall M building design. Bracing indicated Into prevent bucklingofindividual truss web and/or chord members only. Additional temporary and permanent bracing " p iTek° 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, see ANSUTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T20093339 2319826-PSLP-594 EJ3 Jack -Open 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MTek Industries, Inc. Wed Apr 29 11:24:512020 Page 1 ID: EPnYvXLGnm_Wsxd5IFIUfJyl91R-jxl3i7sEfPZ77NRKgUuFS4n4Jo7dl vsVFQjT92zLtCg -1-0-0 3-0-0 1-0-0 3-0-0 Scale: 1 "=1' 2x4 = ST1.5x8 STP = LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 TCDL 7.0 Lumber DOL 1.25 BC 0.08 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017rrP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SIP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=92(LC 12) Max Uplift 3=-63(LC 12), 2=72(1_C 12) Max Grav 3=52(LC 1), 2=187(LC 1), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. DEFL. in (loc) I/dell Ud PLATES GRIP Vert(LL) -0.00 2-4 >999 240 MT20 244/190 Vert(CT) -0.01 2-4 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; 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 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, 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any, electronic copies. ,Joaquin VeleiPE',No.fi$182{ MIT®It USA Inc .FL_:Celt fi634 hfi904ParkeEa4t.iBIVd'Tampa.FL33 i, ;Date• April 29,2020 ,&WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 101032015 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and prop edy 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 MiTeW 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, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T20093340 2319826-PSLP-594 EJ4 Jack -Open 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 11:24:51 2020 Page 1 ID: E PnYvXLGnm_WsxdSlFlUfJyl91R-jxl3i?sEfPZ7?N RKgUuFS4nOQo1 n1 vsVFQjT92zLtCg -1-0-0 4-0-0 ' 1-0-0 ' 4-0-0 3x8 = ST1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.06 2-4 >759 240 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) 0.05 2-4 >834 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=117(LC 12) Max Uplift 3=-93(LC 12), 2=100(1_C 9), 4=-43(LC 8) Max Grav 3=85(LC 1), 2=218(LC 1), 4=72(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:14.6 PLATES GRIP MT20 244/190 Weight: 14 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES. 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; porch left and right 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 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, 2, 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ;Joaquin Velez PE.No.§ii162' M1Tok,USA-Ine FL;Cert6834,, 690dP,arke EasbBlvd TsmpaiF. L 33610' .'Date: April 29,2020 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 10/03/2015 BEFORE USE. Design valid far 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 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 the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T20093341 2319826-PSLP-594 EJ7 Jack -Open 18 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 11:24:52 2020 Page 1 ID: EPnYvXLGnm_WsxdSlFlUfJyl9lR-BBsRvLtsQii_cXOXNC PU_H K3gCKPmM6eT4T1 hVzLtCf 7-0-0 1-0-0 7-0-0 I 3x8 = ST1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 TCDL 7.0 Lumber DOL 1.25 BC 0.68 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=191(LC 12) Max Uplift 3=-151(LC 12), 2=102(LC 12) Max Grav 3=159(LC 1), 2=323(LC 1), 4=122(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:24.8 DEFL. in (loc) I/defl Lid PLATES GRIP Vert(LL) 0.15 2-4 >534 240 MT20 2441190 Vert(CT) -0.19 2-4 >424 180 Horz(CT) -0.00 3 n/a n/a Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.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) except (jt=lb) 3=151.2=102. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic_ copies. tJbaquili.VelezjPE. No:681 jig` MITelC USA,)Inc PL.Cert 6634 ;8904'Parke Eegt Btvd: Tampa' EL',33610,: ;Date:' April 29,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 101O32019 BEFORE 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 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 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, see ANS11TP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T20093342 2319826-PSLP-594 G1 Common 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 11:24:53 2020 Page 1 ID: EPnYvXLGnm_Wsxd5lFlUfJyl91R-fKQp7huUBOgrEhbjxvxjXVlONboyVpNnikCaDxzLtCe -1-0-0 4-0-0 , 8-0-0 1-0-0 4-0-0 4-0-0 4x6 = ST1.5x8 STP = ST1.5x8 STP = 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 TCDL 7.0 Lumber DOL 1.25 BC 0.15 BCLL 0.0 Rep Stress Incr YES WB 0.06 BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 4=0-8-0 Max Horz 2=49(LC 11) Max Uplift 2=-135(LC 12), 4=135(LC 13) Max Grav 2=343(LC 1), 4=343(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-338/301, 3-4=338/301 BOT CHORD 2-6=-108/251. 4-6=108/251 Scale = 1:19.7 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.01 4-6 >999 240 MT20 244/190 Vert(CT) -0.01 4-6 >999 180 Horz(CT) 0.00 4 n/a n/a Weight: 32 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or IG-0-0 oc bracing. NOTES- 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=5.Opsf; h=15ft; Cat. II; Exp C; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=135, 4=135. I¢ 0 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic• copies. J6agoin.Velei;PE No.68t82j M(Te� USA Inc FL..Cett 8634., ;69114 Parke East Blvd)iarnpa;FL3361D: ;05te; April 29,2020 ®WARNING -.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iviiTek' 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, see ANS11TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qly Ply T20093343 2319826-PSLP 594 G2 Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240.s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 11:24:54 2020 Page 1 ID:EPnYvXLGnm_Wsxd5lFlUfJyl9lR-8W BK1u6yKyisg9vVdSy3iPca?8dEGuxxOy7lNzLtCd 1-0-0 3-0-0 5-0-0 B-0-0 9-0-0 1-0-0 3-M 2-0-0 3-0-0 Scale = 1:18.8 Special 46 = Special 46 = ST1.5x8 STP = Special Special ST1.5x8 STP = 2x4 = 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.01 8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 8 ?999 180 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/rP12014 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 purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=-40(LC 6) Max Uplift 2=-164(LC 8), 5=-164(LC 9) Max Grav 2=364(LC 19), 5=364(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-397/164, 3-4=314/157, 4-5=397/164 BOT CHORD 2-8=-102/309, 7-8=98/314, 5-7=-101/309 NOTES- 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=5.Opsf; h=15ft; Cat. II; Exp C; 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 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 Qt=lb) 2=164, 5=164. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 70 lb down and 104 Ib,up at 3-0-0, and 70 lb down and 104 ib up at 5-0-0 on top chord, and 40 lb down at 3-0-0, and 40 lb down at 4-11-4 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). 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, 4-6=54, 2-5=-20 Concentrated Loads (lb) Vert: 3=-3(B) 4=-3(B) 8=-16(B) 7=-16(B) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic_ copies. 'Joaquin Vele%.P.E No:881$2' MiTeltUSA11ne FL:Cert6634 8904 Parke East Blvd ;Tampa FL3361D' ;Date: April 29,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP7472 rev. 10/03/2015 BEFORE 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 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 the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Tuss Ty City Ply ]D�,agonall`Hip T20093344 2319826-PSLP-594 HJ3 Girder 2 1 Jab Reference (optional) Builders First Source, Plant City, FL - 32566, 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 TCDL 7.0 Lumber DOL 1.25 BC 0.19 BCLL 0.0 Rep Stress Incr NO WB 0.00 BCDL 10.0 Code FBC2017rrPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=107(LC 4) Max Uplift 3=-55(LC 8), 2=-117(LC 4) Max Grav 3=68(LC 1), 2=225(LC 1), 4=76(LC 3) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 2911:24:55 2020 Page 1 ID: EPnYvXLGnm_Wsxd5lFlUfJyl91RcjYZYNvkjd4ZT_k63KzBcwykH PTozjs492hhlgzLtCc 4-2-3 4-2-3 Scale: 1"=1' DEFL. in (loc) I/dell L/d PLATES GRIP Vert(LL) -0.01 2-4 >999 240 MT20 244/190 Vert(CT) -0.02 2-4 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 15 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right 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 100 lb uplift at joint(s) 3 except (jt=lb) 2=117. 6) "NAILED" indicates 3-1Od (0.148"x3") or 2-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 2-4=-20 This item has been Concentrated Loads (lb) electronically signed and Vert: 5=44(F=22, 13=22) sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic. copies. `Joaquih.,V- ez;PE,No.881®2` • MiTek USA, Inc FL;Cert 6634 '8904 Pa-rke East Blvd:'Tampa,FL 33610' ;Date:, April 29,2020 WARNING • verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,7I1-7473 rev. 10/0312015 BEFORE 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 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 the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T20093345 2319826-PSLP-594 HJ4 Diagonal Hip Girder 1 1 Job Reference (optional) • Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 11:24:56 2020 Page 1 I D: EPnYvXLGnm_Wsxd5lFlUfJyl91R4v6yljwMUxCQ58J Ic2U Q97VuRpm8iA6EOiREgGzLtCb -1-5-0 5-7-2 1-50 572 Scale = 1:14.3 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.07 2-4 >844 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.09 2-4 >712 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix-P Weight: 20 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-10-7, 4=Mechanical Max Horz 2=132(LC 4) Max Uplift 3=-105(LC 8), 2=209(1_C 4), 4=-62(LC 4) Max Grav 3=115(LC 1), 2=268(LC 1). 4=104(LC 3) FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; porch left and right 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 100 lb uplift at joint(s) 4 except at=lb) 3=105, 2=209. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25') toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 5=44(F=22,B=22) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic. copies. `Jbaquin,VeI&PE No.$8182` ,.. 'MiTekUSAJne FL,,d46634., `8904-Earke Eas! BliidTempti,FL'331111' ,ate: April 29,2020 AWARN/NG -Verily design parameters and READ NOTES ON TN1S AND INCLUDED M/TEK REFERENCE PAGE MIP7473 rev. 1010312015 BEFORE 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 vertfy 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 Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job s Truss Type Oly Ply THrJu7s T20093346 2319826-PSLP-594 Diagonal Hip Girder 3 1 Job Reference (optional) I irst Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MTek Industries, Inc. Wed Apr 29 11:24:57 2020 Page 1 ID: EPnYvXLGnm_Wsxd5lFlUfJyl91R-Y5gKz3x_FFKGj IuUAI?fhL12yD5nRYONdMAoMizLlCa -1-10 5-1-9 9-10-1 ' 1-5-0 ' 5-1-9 4-8-7 3x4 =---- - 2x4 11 --- NAILED NAILED NAILED 3x4 — Scale = 1:22.5 5-1-9 9-10-1 5-1-9 4-8-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Yclefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.06 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017IfP12014 Matrix-SH Weight: 42 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.2 BOT CHORD Rigid ceiling directly applied or 8-7-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-7, 6=Mechanical Max Horz 2=206(LC 4) Max Uplift 4=-131(LC 4), 2=240(LC 4), 6=-152(LC 8) Max Grav 4=126(LC 1), 2=444(LC 1), 6=293(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=660/369 BOT CHORD 2-7=-439/590, 6-7=439/590 WEBS 3-7=-2/270, 3-6=637/474 NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpj=0.18; MWFRS (envelope); cantilever left and right 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 100 lb uplift at joint(s) except (jt=lb) 4=131, 2=240, 6=152. 6) "NAILED" indicates 3-1Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). This item has been LOAD CASE(S) Standard electronically signed and 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 sealed by Velez, Joaquin, PE Uniform Loads (pIf) USIn Signature. g a Digital g ture. Vert: 1-4=54, 2-5=20 Concentrated Loads (lb) Printed Copies Of this Vert: 8=44(F=22, B=22) 10=-76(F=-38, B=-38) 13=-36(F=-18, B=-18) document are not considered signed and sealed and the signature must be verified on any electronic. copies. ;Jiiaquin:Velez,FE No:68182,' M1Te�i;USginc FL.Cert8934 6904 Parke East Bhid Tampa FL 33610 ;Date., April 29,2020 AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valld 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 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 the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Ply T20093347 2319826-PSLP-594 Vol Valley 2 1 Job Reference (optional) ounuers nrsc ouurce, riant Vary, rL - sGaoo, t"z4U s mar v zuzu mi I eK tnaustnes, Inc. Wea Apr zu 'I'124:5t 2UZU Page 1 ID: EPnYvXLGnm_Wsxd5lFlUfJy191R-Y5gKz3x_FFKGj IuUA191hL12mD8ORcMNdMAoMizLtCa 4-0-0 4-0-0 2x4 i 2x4 II 2 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WE 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS: (size) 1=3-11-8, 3=3-11-8 Max Horz 1=80(LC 12) Max Uplift 1=30(LC 12), 3=70(LC 12) Max Grav 1=119(LC 1). 3=119(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-100/305 Scale = 1:12.8 PLATES GRIP MT20 244/190 Weight: 14 Ib FT = 20% Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) 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 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic. copies. �Jbaquiti:Velei;PE,No.681®2` MITeI(;U$p,lnc FL.Ceit6634 '8904 Parke East:Bl id Tampa FL`33810: ;Data* April 29,2020 ®WARNING -Verify design parameters and READ NOTES ON TMS AND INCLUDED MTEK REFERENCE PAGE 111I1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mi rekO connectors. This design Is based only upon parameters shown, and is for an Individual building component, not '• a trusssystem. 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, perrnanent bracing MiTek' Is always required for stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the - fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T20093348 2319826-PSLP-594 V02 Valley 2 1 Job Reference (optional) . Builders First Source, Plant City, FL - 32566, G d 2x4 i 2-0-0 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 2911:24:68 2020 Page 1 ID: EPnYvXLGnm_Wsxd5lFlUfJyl91R-0IEiAPxdOYS7KSTgkSWuEYalEcXxA3bXsOwLu8zLtCZ Scale = 1:7.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) , n/a n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT). rue n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=1-11-8, 2=1-11-8, 3=1-11-B Max Horz 1=34(LC 12) Max Uplift 1=-13(LC 12), 2=37(LC 12) Max Grav 1=51(LC 1), 2=37(LC 1), 3=27(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. . NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C.Comer(3) 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 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSIfTPI 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. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic. copies. ;Joaquin:V6IdrPE No-. 8182` 'MiTek_USAp'Inc:',PL'jCeirt 6634„ '8904 Parke EastBivd;Tarripa:FL33610. ;Date:' April 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE 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 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 iviiTek' 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, see ANSUTPIi Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T20093349 2319826-PSLP-594 V03 Valley 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 Mi-rek Industries, Inc. Wed Apr 29 11:24:59 2020 Page 1 ID: EPnYvXLGnm-Wsxd5lFlUfJyl91R-U Un4NkyFnsayc2tlA27mm7SROnzvWrg4gfuRbzLtCY 2-10-8 5-9-0 2-10-8 2-10-8 v a d 2x4 5- 3x6 = 2x4 v 4 d Scale = 1:12.7 0-Q18 5-9-0 0 n 5-8-8 Plate Offsets (X,Y)- [2:0-3-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=5-8-0, 3=5-8-0 Max Horz 1=-22(LC 8) Max Uplift 1=-57(LC 12), 3=-57(LC 13) Max Grav 1=166(LC 1), 3=166(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 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=5.Opsf; h=15ft; Cat. II; Exp C; 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) 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 100 lb uplift at joint(s) 1, 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any. electronic. copies. Joaquiti;Velez.FE No.68192' MITek;USAr Ind ,Ft '&A 6634. `,664 Parke East6148;Tampa',FL 33610` ,bate_.. April 29,2020 a ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE 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 applicability of design parameters and property 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 the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criferia, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss T uss Type Qty Ply T20093350 2319826-PSLP-594 V06 Valley 1 1 Job Reference (optional Irst source, rlant uny, rL - 3Yb66, 8.240. s Mar 9 2020 MiTek Industries, Inc. Wed Apr 2911:25:00 2020 Page 1 ID:EPnYvXLGnm_Wsxd5lFlUfJy191R-ygLSb4ztXAirald3rtZMJzfSgQ8bex5pJKPSzl zLtCX 4-10-8 6-0-0 4-10-8 1-1-8 Scale: 3/4"=1' 46 = 2x4 II 2 3 5 4 2x4 i 3x6 II 2x4 II 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=5-11-8, 4=5-11-8, 5=5-11-8 Max Horz 1=106(LC 12) Max Uplift 1=-47(LC 12), 4=74(LC 3), 5=-65(LC 12) Max Grav 1=154(LC 1), 5=256(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.' WEBS 2-5=-146/431 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) 0-7-9 to 4-10-8, Exterior(2) 4-10-8 to 5-10-4 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 2) Provide adequate drainage to prevent water ponding. 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 100 lb uplift at joint(s) 1, 4, 5. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic_ copies. Joagutn Yetlir,P.E,No:8918Y MiTek USA, Inc Ft:Cert:6634 8904 Parke EaCBlvti:_Tempa EL;33610' Date: April 29,2020 AWARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MIF7473 rev. 10/03,2015 BEFORE 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 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 the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 le Job Truss Truss Type Qty Ply TJob T2009335I 2319826-PSLP-594 V07 Valley 1 eference (optional) owiueia rnsr aouca, riarn guy, rL - ot000, mzqu s mar y zuzu m1I eK Inaustnes, Inc. Wec Apr zu i l:zb:ul zuzu rage 1 ID:EPnYvXLGnm_Wsxd5lFlUfJyl91R-QsvroQ_VITgiCvCFPb4bsBCjegPbNOzzY 8?VTzLtCW d 0 4-10-8 4x6 = 2 Scale: 314"=1' 2x4 II 3 5 4 US 2x4 11 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=7-11-8, 4=7-11-8, 5=7-11-8 Max Horz 1=106(LC 12) Max Uplift 1=-35(LC 12), 4=51(LC 8), 5=128(LC 12) Max Grav 1=146(LC 1), 4=80(LC 1). 5=309(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-200/513 PLATES GRIP MT20 244/190 Weight: 29 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) 0-7-9 to 4-10-8, Exterior(2) 4-10-8 to 7-10-4 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 2) Provide adequate drainage to prevent water ponding. 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 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=128. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ;Joaquiri;Velez,PE tdoa#81.82.: MiTeK USA, Ind FL;CertB634 °Ihd Parke EastBlvd.JarppaFL;33t310' ;Date: April 29,2020 ,&WARNING - Verify design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MI1.7477 rev. 1010312015 BEFORE USE. Design valid for use only with MTeke connectors. This design Is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and property 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 the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPll Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 ,( Job Truss Truss Type PlyT200933522319826-PSLP-594 VOB Valley FQY 1 Job Reference (optional) ouuuars ri— ouulce, earn uny, rL - OZOoo, 6.00 12 3x4 5- C.zqu s Mar y zuzu MI I eK mOUsines, Inc. vvea Hpr z`J 11:zb:uz zuzu rage 1 ID: EPnYvXLGnm_Wsxd5lFl UfJyl91R-v3TDOm?73nyZp3nSzlbg00kulEms6r56meuY2wzLtCV Scale = 1:16.5 46 = 3x4 II 2 3 5 4 2x4 11 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=9-11-8, 4=9-11-8, 5=9-11-8 Max Horz 1=106(LC 12) Max Uplift 1=-39(LC 12), 4=-83(LC 8), 5=-128(LC 12) Max Grav 1=153(LC 1). 4=171(LC 1), 5=359(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-131/269 WEBS 2-5=-237/540 PLATES GRIP MT20 244/190 Weight: 35 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) 0-7-9 to 4-10-8, Exterior(2) 4-10-8 to 9-10-4 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 2) Provide adequate drainage to prevent water ponding. 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 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=128. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic_ copies. ;Joaquin;Ve(azpE,No:88182` MljekUSA Inc FI.CeR8834; �8904 Parke East Blvd T@mpQ,FL'3361D` :Date:' April 29,2020 AWARNING - Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE 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 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 the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T20093353 2319826-PSLP-594 V09 Valley 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 11:25:03 2020 Page 1 ID: EPnYvXLGnm_Wsxd5lFlUfJyl91R-NF1 bD6?Ig54QRDMeXO63xbH3ed6hrJsG?ld6aMzLtCU 4-10-8 10-10-8 12-0-0 4-10-8 6-0-0 1-1-8 v 0 d 46 = 2x4 11 Scale = 1:20.3 2x4 11 7 6 5 3x4 i 2x4 I 2x4 II 2x4 II U-U-u 1U-1U-U LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) rile n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) -0.00 5 rile n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-11-8. (lb) - Max Horz 1=106(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 7=123(LC 12), 6=-131(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 1, 5 except 7=279(LC 1), 6=268(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-7=-177/427, 3-6=-208/366 PLATES GRIP MT20 244/190 Weight: 44 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) 0-7-9 to 4-10-8, Exterior(2) 4-10-8 to 11-10-4 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 2) Provide adequate drainage to prevent water ponding. 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 20.0psf 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 Ito uplift at joint(s) 1, 5 except Qt=lb) 7=123, 6=131. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic. copies. ;Joaquin Ve(ez;pE,No:68182` Mf(eK.U.SA, Inc :FL'.Cert6634, _ {89114'Parkp East Blvd:'TampaiFL 33610' :Date: April 29,2020 ®WARNING - Verify design parameters and READ NOTES ON TIOS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev. 10103/2015 BEFORE 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 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 the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 y, _1 Symbols PLATE LOCATION AND ORIENTATION 3/4' 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/l &a For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in fit -in -sixteenths (Drawings not to scale) 2 3 TOP CHORDS r iJ u T 8 7 _ 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek® MiTek Engineering Reference Sheet: MII-7473 rev. 10/0312015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or 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 ANSUTPI 1 Quality Criteria.