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HomeMy WebLinkAboutTruss258 Southhall Lane, Suite 200 Maitland, Florida 32751 ED 81 . P: (321) 972-0491 1 F: (407) 880-2304 E: info@fdseng.com Website: www.fdseng.com ENGINEERING AlSDCIA rms January 11, 2021 Building Department Ref: Adams Homes Lot: 17 Blk. 2 Subdivision: Waterstone Address: 8209 Amalfi Cir. Model: 2508 3CF A RH KA # 20-9740 Truss Company: Date of drawings: Job No.: Wind Speed: Exposure: Truss Engineer: Builders First Source 12/29/20 2584757 160 C Walter P. Finn To whom it may concern, RECEIVED FEB 0 5 2020 ST. Lucie County, Permitting We -have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. - - -Please note; this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, 1/11/2021 Carl A. Brown, P.E. FL. # 56126 %?PBLO ls 111oi � e No 878. r>: TOF L`uf • b1d�FMr es, P.E. FL. # 7864 FDS Engineering Associates, A TSG Company "Your Building Code Experts" il 14-04-00 6-08-00 10-04-DO 10-00-00 18-08-00 SIMPSON CONNECTOR SCHEDULE ROOF TRUSS Q ID MODEL ROOF UPLIFT SYMBOL 0 A• LUS24 895 490 ILA' 4 A HTU26 3600 1555 ILA 0 B HTU28 4680 2140 ILB 0 C HTU26-2 3600 2175 J Lc 0 D HTU28-2 4680 3485 Ild E HGUS26-2 5320 2155 ALE F HGUS28-2 7460 3235 CIF G HGUS26 3 5230 2155 J LG k32 H HGUS28-3 7460 3235 OI J THJA-26 9100 4095 1 u 3 X 8 NOP REVIEWED ❑ REVISE AND RESUBMIT ® REVIEWED WITH NOTATIONS ❑ NOT �REVIEWED (SEE EXPLANATION) Corrections or oonerlents made on equipment submittals -or shop drawings during this review do not relieve con- tractor from compliance with requirements of the draw- ings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and corelating all quantities and dime sions, selecting fabrication processes and technique construction, coordinating his work with that Of all er trades and performing his work in a safe and sati ory manner. FL RI A DESIGN Da1B 14 1( Z% BY — Submittal So. Project No. VERIFY ALL OMNSIONS AND CEWNG CONDnONS PFUORTOAPPROVAL SOME HUNG FRAMING REOURED IN FIELD BY BUUIER MAIN WPI ENCLOSED IMPORTANT E%POSURE CATEGORY C OCCUPANCY CATEGORY This Drawing Must Be Approved And YAND LOAD TA MEN VALID O®ORFA RI-TBegin. Returned Before Fabrication Will TRUSSES HAVE BEEN DESIGNED FORA r00 PSF ItOTTON CHORD LNE BOEN D MIGNED LOAD For Your Protection Check All NONCONCURRENTWOHANY On UN LCADS Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL: 20 PSF TCLL• 40 PSF BEEN ACCEPTED. TCDL• 07 PSF TCDL• 10 PSF BCDL: 10 PSF BCDL: 5 PSF By Date TOTAL 37 PSF TOTAL: 65 PSF DURATION: 1.25 DURATION: 1.00 CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSC1-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (le. 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 Baekcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 0112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 16" END CUT. Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE Hatch Legend ®10'-00' BRG WALL =8'-00' BRG WALL BUILDER! Adams Homes PROJECT: Single Family MODEL: 2508 A 3C ADDRESS: 8209 AMALFI CIR LOT I BLOCK: 1712 SUBDIVISION: WATERSTONE CITY: FT PIERCE DRAWN BY.• K Sanchez JOB 0: 1 2584757 DATE 1=912020 SCALE: 1 NTS PLAN DATE: 1 2020 REVISIONS: 1. 2. 3. 4. � 1 11 47LV V ���/ m M� ! W e 4408 Airport Road Plant City, FL 33563 Ph.(813) 305-1300 Fax (813) 305-1301 - I I A Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: 2584757 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Adams Homes Port St Lucie Project Name: 2584757 Model: 2508 kT8 L 33610-4115 Lot/Block: 17/2 Subdivision: WATERSTONE Address: 8209 AMALFI CIR, . City: Fort Pierce 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: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: N/A Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 53 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T22303731 A01 12/29/20 23 T22303753 B04 12/29/20 2 T22303732 A01A 12/29/20 24 T22303754 B05 12/29/20 3 T22303733 A01 B 12/29/20 25 T22303755 B06 12/29/20 4 T22303734 A02 12/29/20 26 T22303756 B07 12/29/20 5 T22303735 A03 12/29/20 27 T22303757 B08 12/29/20 6 T22303736 A04 12/29/20 28 T22303758 Cl 12/29/20 7 T22303737 A05 12/29/20 29 T22303759 C1A 12/29/20 8 T22303738 A06 12/29/20 30 T22303760 C1 P 12/29/20 9 T22303739 A07 12/29/20 31 T22303761 C1 V 12/29/20 10 T22303740 A08 12/29/20 32 T22303762 C3 12/29/20 11 T22303741 A09 12/29/20 33 T22303763 MA 12/29/20 12 T22303742 A10 12/29/20 34 T22303764 CK 12/29/20 13 T22303743 All 12/29/20 35 T22303765 C3P 12/29/20 14 T22303744 Al2 12/29/20 36 T22303766 C3V 12/29/20 15 T22303745 A13 12/29/20 37 T22303767 C5 12/29/20 16 T22303746 A14 12/29/20 38 T22303768 C5A 12/29/20 17 T22303747 A15 12/29/20 39 T22303769 C5V 12/29/20 18 T22303748 A16 12/29/20 40 T22303770 E5P 12/29/20 19 T22303749 A17 12/29/20 41 T22303771 E7 12/29/20 20 T22303750 B01 12/29/20 42 T22303772 E7V 12/29/20 21 T22303751 B02 12/29/20 43 T22303773 G01 12/29/20 22 T22303752 B03 12/29/20 44 T22303774 H1 12/29/20 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, FL). Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the 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. RECEIVED FEB 0 5 2020 ST. Lucie County, Permitting December 29,2020 Finn, Walter 1 of 2 RE: 2584757 - MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer Info: Adams Homes Port St Lucie Project Name: 2584757 Model: 2508 A 3CAR Lot/Block: 17/2 Subdivision: WATERSTONE Address: 8209 AMALFI CIR, . City: Fort Pierce State: FL No. Seal# Truss Name Date 45 T22303775 1-15P 12/29/20 46 T22303776 H7 12/29/20 47 T22303777 H7V 12/29/20 48 T22303778 J01 12/29/20 49 T22303779 M01 12/29/20 50 T22303780 M02 12/29/20 51 T22303781 PB1 12/29/20 52 T22303782 PB2 12/29/20 53 T22303783 PB3 12/29/20 2 of 2 R Job Truss Type Qty Ply 7A01SS T22303731 2584757 SPECIAL 5 1 Job Reference (optional) •• ------ •-••• -••„ • -n •�•• �•v. • - o.YJV 3 IVVV JU NLV MI IeK InULstrles, Inc. I ue Uec z`J 7J:b1:4/ zuzu rage 1 ID:?1YDfIlmYJ1 NmupVDA3te2z4H2S-TzAg4nNYzvmBwlcojAVnMgot2F4XDzYNNaj3wNy44wg 1-4 5-3-0 8-10.8 14-11-8 21-0-0 25-4.0 20.8-0 36-8-8 %10-15 46:7-4 % -4-0 53-0 3-7-8 6-1-0 6-0-8 4-4-0 4-4-0 6-0-8 6.2-7 4-8-5 -0-1 5x6 = 3x6 = 5x6 = 6.00 12 6 31 732 3334 8 5x6 4 3x6 i 1.5x8 STP = 3 29 8-10- 19 1 2 3x4 = 18 0 22 211 20 3x6 = 46 = 2x4 II 6x8 = 3x6 i 30 5 38 39 17 16 40 3x8 = 3x8 = 35 3x6 9 41 15 14 42 43 13 3x8 =3x8 MT20HS = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.28 13-15 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.50 13-15 >907 180 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.08 11 n/a n/a BCDL 10.0 Cade FBC2020/TPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 4-21: 2x4 SP No.3 WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 2=0-8-0, 11=0-7-4, 21=0-3-8 Max Horz 2=419(LC 1.1) Max Uplift 2=-492(LC 12), 11=-911(LC 12), 21=-1146(LC 12) Max Gram 2=367(LC 23), 11=1778(LC 18), 21=2134(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-366/488, 3-4=-310/417, 4-5=-1385/846, 5-6=-1837/1251, 6-7=-1584/1214, 7-8=-1878/1328, 8-9=-2133/1362, 9-10=-3023/1620, 10-11=-3266/1759 BOT CHORD 2-22=-424/251, 21-22=-424/251, 19-21=-1949/947, 4-19=1946/925, 16-18=-694/1622, 15-16=-713/1787, 13-15=-1133/2318, 11-13=-145312869 WEBS 4-18=-598/1609, 5-16=-17/251, 6-16=-227/615, 7-16=-448/288, 8-15=-282/663, 9-15=-784/565, 9-13=-91/585, 10-13=-337/344, 5-18=-779/542, 3-22=-298/217, 3-21=-402/615 Scale = 1:88.6 5x6 ro 10 1.5x8 STP = cs 36 11 °' 12I 9 IN 4x6 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 271 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 3-9-0 oc bracing: 19-21 1 Row at midpt 7-16, 7-15, 9-15 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2R) 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Exterior(2R) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to 48-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide swill fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to, bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=492, 11=911, 21=1146. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum • sheetrock be applied directly to the bottom chord. --------- ---- - - --._.._.._.....---- ... ........ -- ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 6/1912020 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/TP11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 December 29,2020 u i Job Truss Type Qty Ply 7A0U1SA T22303732 2584757 SPECIAL 1 1 Job Reference (optional) •-- ----- --•-- v •.. ^ �•v �n ����� viq, - ����� o.you b Ivuv Ou Zucu MI I eK mauslnes, Inc. I ue uec Z9 13:b7:4`J ZUZU Page 1 ID:?l YDfltmYJ1 NmupVDA3te2z4H2S-PLIRVTOoVXOv9clBrbXFR5tD13pyhvUgquCA?Gy44we 1-4- 6-1-8 7 2-1 9-7-11 14-11-8 21-0-0 26-4-0 29-9-0 358-6 4110-15 46-7-4 6-0- -0-0 6-1-8 -1- 2-0-15 5.3.12 6.0.8 4-4-0 4-4-0 6-0-8 fi-2-7 4-8-5 -4-1 5x6 = 3x6 = 5x6 = 6.00 12 8 32 933 3435 10 Scale = 1:88.6 3x6 i 31 36 3x6 7 11 5x8 6 5x6 5 3x4 11 12 1.5x8 STP = 2x4 4 37 1.5x8 STP = 303 13 0' 1 14I� 0 j rO 1 2 4x6 = 20 39 40 19 18 41 42 17 16 43 44 15 q N 0 38 42 3x6 = 3x8 MT20HS = 3x8 3x8 MT20HS = 3x6 = 4x6 = 23 3x8 = 4x6 = 6x8 = 7-2-12 fi-1-8 8-�8 12-1.7 21-0-0 29-8-0 38-7-11 48-7-4 fi-1-8 0.7-0 410-11 8-10-9 8-8-0 8-11-11 7-11-9 0-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.30 15-17 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.52 15-17 >931 180 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.12 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 4-23: 2x4 SP No.3, 13-16,16-19: 2x4 SP No.1 WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 2=0-8-0, 13=0-7-4, 23=0-4-0 Max Horz 2=419(LC 11) Max Uplift 2=-379(LC 12), 13=-968(LC 12), 23=-1082(LC 12) Max Grav 2=275(LC 21), 13=1881(LC 18), 23=2170(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-293/402, 3-4=-301/458, 4-6=-215/344, 6-7=-2494/1470, 7-8=-2223/1461, 8-9=-1949/1413, 9-10=-2084/1456, 10-11=-2362/1509, 11-12=-3249/1762, 12-13=-3485/1893 BOT CHORD 21-23=-2052/977, 4-21=-266/208, 20-21 =-1 003/2162, 18-20=-1072/2397, 17-18=-871/2123, 15-17=-1258/2521, 13-15=-157113063 WEBS 7-18=-415/394, 8-18=-317/768, 9-18=-343/215, 10-17=-346/783, 11-17=-781/563, 11-15=-93/584, 12-15=-329/340,3-23=-170/261, 6-20=-14/394, 6-21=-2730/1282 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 270 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 3-8-0 oc bracing: 21-23 1 Row at micipt 7-18, 9-18, 9-17, 11-17, 6-21 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Extedor(2R) 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Extedor(2R) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to 48-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=379, 13=968, 23=1082. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum .sheetrock be applied directly to the bottom chord. December 29,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 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 ANSI/rPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply T22303733 2584757 A01B Hip 1 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:51:50 2020 Page 1 ID:YuAUBcdPWCx6RhnNP_DwTzU6L_ tyspipPQGg8mnmKNP12UzJQP7T76QFig3YyjXiy44wd 1 4- 4-3-6 8-0-5 14-6-3 21-0-0 25 4-0 29-8-0 35-1-14 40-7-11 46-7 4 8-0- 4- 4-3-6 3-8-15 6-5-13 6-5-13 4.4-0 4 4-0 5-5-14 5-5-14 5-11-9 4-1 20 46 = 5x6 = 3x6 = 5x6 = 6.00 12 6 29 31 730 32 8 6x12 MT20HS = 3x8 = ono — uno — 3x8 MT20HS = Scale=1:88.6 11 12 I2T to N LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.27 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.45 15-17 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 274 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 4-20: 2x4 SP No.3 WEBS 1 Row at midpt 5-17, 7-17, 7-15 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 20=0-5-0, 11=0-7-4 Max Horz 2=419(LC 11) Max Uplift 2=-221(LC 12), 20=-1040(LC 12), 11=-915(LC 12) Max Grav 2=277(LC 21), 20=2308(LC 17), 11=1783(LC 18) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-243/268, 3-4=-277/733, 4-5=-1810/1072, 5-6=-1865/1202, 6-7=-1617/1179, 7-8=-1887/1271, 8-9=-2136/1320, 9-10=-2978/1591, 10-11=-3172/1666 BOT CHORD 19-20=-2114/1134, 4-19=-1999/1169, 18-19=-438/288, 17-18=-664/1780, 15-17=-679/1837, 13-15=-1044/2270, 11-13=-1346/2781 WEBS 3-19=-604/344, 4-18=-995/2050, 5-18=-390/377, 6-17=-218/610, 7-17=-451/266, 8-15=-298/682, 9-15=-758/537, 9-13=-165/640, 10-13=-347/343 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Enci., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2R) 21-0-0 to 26-7-14, Interior(1) 26-7-14 to 29-8-0, Exterior(2R) 29-8-0 to 35-1-14, Intef or(1) 35-1-14 to 48-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 87 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=221, 20=1040, 11=915. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, 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 edyincorporate 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 BCS/ Building Component 6904 Parke East Blvd. Safetyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T22303734 2584757 A02 SPECIAL 1 1 Job Reference (optional) mource (mans city, 1-L), rlant uty, I-L - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:51:52 2020 Page 1 ' ID:71YDfltmYJ1NmupVDA3te2z4H2S-pwzZ7VQgoSOT04UmWj5y3kVhOGn2uCQ6WsRgbby44wb 1- 6-0-14 8-11 0 13-0 4 21-0-0 25 4-0 29-8 0 37-7-12 45-7-8 -0-0-0 6-0-14 2-16-2 4-1-4 7-11-12 4-4-0 M. 7-11-12 7-11-12 5x8 = 6.00 F12 0 .W 19 10 4x6 = 6x12 MT20HS = 2x4 11 5x8 = 29 7 3031 8 Scale = 1:85.3 11 n I� o IN LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.32 19-22 >324 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.57 12-14 >776 180 MT20HS 187/143 BCLL 0.0 Rep Stress [nor YES WB 0.74 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -AS Weight: 254 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 8-9,9-11: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.1 'Except* 2-2-0 oc bracing: 17-19 2-18: 2x4 SP ND.2, 4-19: 2x4 SP No.3 WEBS 1 Row at midpt 5-17, 6-16, 7-14, 8-14 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP ND.2 A 1-11-12 REACTIONS. (size) 2=0-8-0, 11=0-3-0, 19=0-3-8 Max Horz 2=403(LC 11) Max Uplift 2=-507(LC 12), 11=-776(LC 12), 19=-1108(LC 12) Max Grav 2=421(LC 23), 11=1670(LC 18), 19=2059(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-351/403, 3-4=-224/423, 4-5=-1761413, 5-6=-1774/1258, 6-7=-1780/1293, 7-8=-1780/1293, 8-9=-2543/1555, 9-11=-2675/1531 BOT CHORD 2-19=-448/254, 17-19=-1800/743, 16-17=-822/1456, 14-16=-731/1616, 12-14=-78111670, 11-12=-1204/2289 WEBS 5-17=-2185/999, 5-16=0/466, 6-14=-1471649, 8-14=-103/301, 8-12=-362/846, 9-12=-393/497, 3-19=-314/445 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2R) 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Extedor(2R) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to 45-7-8 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 77 * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=507, 11=776, 19=1108. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 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 properly, damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 V Job Truss Truss Type Qty Ply T22303735 rJobReference 2584757 A03 SPECIAL 1 1 (optional) n,mow,1. tnau, .,uy, riaur 111y, 1­1 - 0000r, 0.40U 5 IVUV 3U LULU MI I eK In0U5rrte5, Inc. I ue Liec; u 1J:b1 :b3 zuzu rage 1 ID:?1 YDfItmYJ 1 NmupVDA3te2z4H2S-17XxLrRJZI WKeD3y4QcBbx2sOg9EdinGl WAN81 y44wa i1-4-0 6-0-10 8-11-0 12-11-10 19-0-0 25-4.0 31-8-0 37-8-6 45-7-8 6-0-10 2-10-6 4-0-10 6-0-6 6-4-0 6-4-0 6-0-6 7-11-2 3x4 11 2x4 \\ 4 1.5x8 STP =27 1 2 46 = 35 19 18 4x6 = 6x12 MT20HS = 6.00 12 5x6 = 2x4 II 6 29 3031 7 32 5x6 i 28 5 16 36 15 37 t4 38 3x6 = 3x8 MT20HS = 3x8 = Scale = 1:84.9 5x6 = 8 33 2x4 9 34 c 4x6 10 or 13 3912 3x8 = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.32 19-26 >333 240 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.51 12-14 >872 180 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 8-11: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.1 'Except` 2-18: 2x4 SP No.2 WEBS WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 -t 1-11-12 REACTIONS. (size) 11=0-3-0, 2=0-8-0, 19=0-3-8 Max Horz 2=362(LC 11) Max Uplift 11=-776(LC 12), 2=-505(LC 12), 19=-111O(LC 12) Max Grav 11=1655(LC 18), 2=415(LC 23), 19=2039(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-305/400, 3-4=-179/388, 4-5=-141/374, 5-6=-1745/1219, 6-7=-1993/1391, 7-8=-1993/1391, 8-9=-2473/1505, 9-11=-2626/1515 BOT CHORD 2-19=447/243, 17-19=-1789/756, 16-17=-787/1367, 14-16=-767/1614, 12-14=-874/1786, 11-12=-1189/2242 WEBS 5-17=-2076/939, 5-16=0/514, 6-14=-289/786, 7-14=-374/383, 8-14=-141/374, 8-12=-252/704, 9-12=-324/427, 3-19=-303/431 11 n Io I4 4 N 5x8 11 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 247 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 4-7-0 oc bracing: 17-19 1 Row at midpt 5-17. 6-16 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-M, Exterior(2R) 19-0-0 to 23-0-0, Interior(1) 23-0-0 to 31-8-0, Exterior(2R) 31-8-0 to 35-8-0, Interior(1) 35-8-0 to 45-7-8 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 77 ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=776, 2=505, 19=1110. 9! This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MffEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 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 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-09 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 M A Job Truss Truss Type Qty Ply T22303736 2584757 A04 SPECIAL 1 1 Job Reference (optional) ---..—�.� . • �•��� r am"• � •r, , �n , ,�,,• ..,.r, , - o,au s rvuv ou cucu mi i ex inuusmes, inc. t ue uec zs-ts:oi:av zuzu rage 1 ID:71 YDfltmYJ 1 NmupVDA3te2z4H2S-mJ5KYBSxK3eBGNe8e87Q89a2v4U WMADP_AwxgTy44wZ t1-4-q 6-1-8 8-11-0 12-6-5 17-0-0 22-2-12 28-5.4 33.8-0 38-3-8 45-7-8 6-1-8 2-9-8 3-7-5 4-5-11 5-2-12 6-2-8 5-2-12 4-7-7 7.4-0 Scale=1:83.9 6.00 12 5x6 = 3x6 = 5x6 = 5x6 = 6 31 7 3233 8 34 935 36 5x6 i 3x6 530 10 3x4 11 2x4 \\ 4 37 4x6 0 3 11 1.5x8 STP = 12 � 29 I� 9 0 1 2 5x6 = 18 3917 40 16 41 42 14 15 13 9 4 N 38 11 20 _ 3x8 — 3x8 MT20HS = 3x6 = 3x8 = 2x4 11 5x8 11 21 3x8 MT20HS = 4x6 = 6x12 MT20HS = 8-8-0. 8-11-0 17-0-1 25-4-0 33-8-0 38-3-8 45-7-8 8-8-0 0- -0 8-1-0 8-0-0 8 4.0 4-7-7 7 4-0 Plate Offsets (X Y)— [5:0-3-0,0-3-01, [6:0-3-00-2-01[8:0-3-0 0-3-01 [9:0-3-0 0-2-0) [12.0-6-0 0-0-61 [15.0-3-4 0-1-81 [21.0-3-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in ([cc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.32 21-28 >326 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.42 14-16 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.10 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 255 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 9-12: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.2 *Except* 4-21,12-15: 2x4 SP No.1 WEBS WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 -t 1-11-12 REACTIONS. (size) 12=0-3-0, 2=0-8-0, 21=0-3-8 Max Horz 2=321(LC 11) Max Uplift 12=-776(LC 12), 2=-506(LC 12), 21=-1109(LC 12) Max Grav 12=1627(LC 18), 2=397(LC 23), 21=2019(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-251/398, 3-4=103/365, 4-5=-1041374, 5-6=-174211213, 6-7=-1530/1169, 7-8=-2198/1458, 8-9=-2039/1365, 9-10=-2286/1437, 10-12=-2585/1490 BOT CHORD 2-21=440/202, 19-21 =-1 767/755, 18-19=-758/1207, 16-18=-1041/2040, 14-16=-1129/2145, 13-14=1171/2204, 12-13=-117112204 WEBS 5-19=1927/923, 5-18=-67/587,6-18=-234/580, 7-18=-841/484, 7-16=-47/431, 8-14=-435/285, 9-14=-341/750, 10-14=-364/315, 3-21=-301/425 Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 4-6-0 cc bracing: 19-21 1 Row at midpt 5-19, 7-18, 8-14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Exterior(2R) 17-0-0 to 21-0-0, Interior(1) 21-0-0 to 33-8-0, Extedor(2R) 33-8-0 to 37-8-0, Interior(1) 37-8-0 to 45-7-8 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7S • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 12=776,2=506,21=1109. % This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 29,2020 ® WARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MiTeM 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 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 ANSIM11 Quality Criteria, DSB-09 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 D Job Truss Truss Type Qty Ply T22303737 2584757 Aor SPECIAL 1 1 Job Reference o tional N �•��� a �,.r. • �n a„, ny, . o ou s rvuv ou cucu mi r ex mbusmes, inc. i ue uec 2a 1a:01:0b zuzu rage , ID?1 YDfltmYJ l NmupVDA3te2z4H2S-ihD4zsU BrguvVhoXlZguDagPRuDVgz9iRUP1 kMy44wX i1-4-q 5-8-2 8-11-8 15-0-0 21-10-7 29-4.4 35-8-0 40-11-3 45-7-8 1 4-0' 5-8-2 6-10-7 7-5-13 6 3-12 5-3-2 6.00 12 5x8 = 5 5x6 i 28 4 2x4rZ 3 1.5x8 STP = 27 5x6 = 29 30 6 31 7 M 1 2 5x8 = 37 38 16 15 3940 3x6 = 3x8 MT20HS 36 19 18 = 4x6 = 6x12 MT20HS = 3x6 = 5x6 = 7 32 33 8 Z7K 14 41 42 13 12 3x6 = 3x8 = 3x8 MT20HS = LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.31 19-26 >344 240 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.46 12-14 >968 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 'Except' BOT CHORD 2-18: 2x4 SP No.2 WEBS 2x4 SP No.3 WEBS SLIDER Right 2x6 SP M 26 A 2-6-0 REACTIONS. (size) 11=0-3-0, 24-8-0, 19=0-3-8 Max Horz 2=280(LC 11) Max Uplift 11=-774(LC 12), 2=-496(LC 12), 19=-1121(LC 12) Max Grav 11=1617(LC 18), 2=399(LC 23), 19=2009(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-273/398, 3-4=-88/317, 4-5=-1811492, 5-6=-1819/1230, 6-7=-2620/1611, 7-8=-2179/1382, 8-9=-2424/1435, 9-11=-2557/1541 BOT CHORD 2-19=-442/226, 17-19=-1801/841, 4-17=-352/393, 16-17=-769/1480, 14-16=-1246/2358, 12-14=-1348/2515, 11-12=-1237/2191 WEBS 5-17=-1953/789, 5-16=-356/1109, 6-16=-866/580, 6-14=-47/408, 7-12=-675/414, 8-12=-248/748, 3-19=-276/378 Scale=1:83.9 34 2x4 i 9 35 46 10 M 0 „ Ir; 0 o I4 5x8 11 a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 240 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 4-7-0 oc bracing: 17-19 1 Row at midpt 5-17, 7-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 35-8-0, Extedor(2R) 35-8-0 to 39-8-0, Interior(1) 39-6-0 to 45-7-8 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7V This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=774, 2=496, 19=1121. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 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 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 ANSIfrPN Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22303738 2584757 A06 Hip 1 1 Job Reference (optional) A o.-rou a rvuv ou zuzu,w,,eR nluuJtrltlS, Inc. I ue uec zu-Id:51:5f Zulu rage 1 ID:71YDfitmYJ1 NmupVDA3te2z4H2S-AunSACUpc_Om7rMjJGg7lnCbdHYcZPVrg88bHoy44wW 1 4- 6-9 4 13-0-0 21-0-0 29-0-0 37-0-0 37$ !12 10 46-1-5 50-8-0 2-0- -4- 6-9 4 6-2-12 8-0-0 8-0-0 8-0-0 0-8 4 4-0 4-1-5 4-6-11 -4- Scale=1:93.9 6.00 12 5x8 - 3x6 11 5x6 = 5x8 = 5x6 = 4 31 5 32 33 6 34 7 8 5x6 3 30 1.5x8 STP = 29 1 2 0 22 21 20 37 19 38 18 17 46 —_ 2x4 11 3x8 MT20HS = 5x8 = 3x6 = 3x6 = 3x8 = 16 15 6x12 MT20HS I I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.22 19-20 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.38 19-20 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.09 16 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 `Except` BOT CHORD 7-16: 2x4 SP No.3 WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 2=0-8-0, 16=0-3-8, 11=0-8-0 Max Horz 2=-295(LC 10) Max Uplift 2=-823(LC 12), 16=-1270(LC 12), 11=-244(LC 12) Max Grav 2=1601(LC 17), 16=2598(LC 18). 11=376(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2814/1434, 3-4=-2174/1204, 4-5=-187711168, 5-6=-1877/1168, 6-7=-392/964, 7-8=-408/967, 8-9=-504/1057, 9-10=-362/583, 10-11=-357/296 BOT CHORD 2-22=-1102/2674, 20-22=-1104/2669, 19-20=-675/2038, 17-19=-238/1115, 14-16=-2462/1430, 7-14=-489/520, 13-14=-483/608, 11-13=-258/341 WEBS 3-22=0/260, 3-20=-736/494, 4-20=-151/645,5-19=-465/480, 6-19=-597/1136, 14-17=-275/1090, 6-14=-2248/1257, 8-14=-394/185, 9-14=-682/370, 9-13=0/351, 10-13=-659/529 I- 35 2x4 = �a! tt�N 1.5x8 STP = 36 O 4 11 Q N 4x6 3.00 L12 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 291 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 2-11-0 oc bracing: 14-16 1 Row at midpt 6-19, 6-14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Extedor(2R) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 37-8-0, Extedor(2R) 37-8-0 to 43-3-14, Interior(1) 43-3-1.4 to 52-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) `This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) • 2=823,16=1270,11=244. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 29,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 M 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 ANS11iP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22303739 2584757 A07 SPECIAL 1 1 Job Reference optional) ouuue,a ri—Q—,cc tr,d- ­Ly, rLl, rlGln i uy, rL - aaD01, d.4Ju s Nov ou zuzu MI I eK Inaustnes, Inc. I ue Dec 29 13:51:58 2020 Pagel I D:?l YDfItmYJ1 NmupVDA3te2z4H2S-e4Lg0YVRNl8dk?xwtzCM I?InBhg8ls5?uou8pFy44wV 1 4• 5-11-14 11-0-0 16-7-1 24-0-0 31 4-15 37-0-0 39-8-0 44 8-11 50-8-0 2 0 -4- 5-11-14 5-0-2 5-7-1 7-4-15 7-4-15 5-7-1 2-8-0 5-0-11 5-11-5 4- • 6.00 12 5x6 = 3x6 = 4 31 5 5x6 = 3x6 = 3x4 I 5x6 = 6 32 33 7 34 6 9 Scale = 1:89.0 6 IL6 22 21 20 37 38 19 39 40 18 17 41 42 1�is 13-6-8 i 46 = 2x4 I I 3x8 MT20HS = 3x6 = 3x6 = 6x8 3.00112 46 zZ 3x8 = 3xB MT20HS = 5-11-14 , 11-0-0 19-5-1 1 28-6-15 36-10-0 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 FBC2020ITP12014 CSI. TC 0.55 BC 1.00 WB 0.92 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Udefl L/d -0.26 19-21 >999 240 -0.46 19-21 >958 180 0.12 16 n/a n/a PLATES MT20 MT20HS Weight: 266 lb GRIP 2441190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 `Except` BOT CHORD Rigid ceiling directly applied. Except: 8-16: 2x4 SP No.3, 15-18: 2x4 SP No.1 4-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-16 REACTIONS. (size) 2=0-8-0, 11=0-8-0, 16=0-3-8 Max Horz 2=-254(LC 10) Max Uplift 2=-898(LC 12), 11=445(LC 12), 16=-993(LC 12) Max Grav 2=1678(LC 17), 11=682(LC 18), 16=2182(LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3027/1673, 3-4=-2530/1485, 4-5=-2251/1426, 5-6=-2561/1559, 6-7=-1742/1158, 7-8=-80/301, 9-10=-886/550, 10-11 =-1 351/929 BOT CHORD 2-22=-1343/2840, 21-22=-1343/2840, 19-21=-1213/2658, 17-19=-1096/2381, 16-17=-537/1255, 14-16=-774/464, 8-14=-248/274, 11-13=-727/1228 WEBS 3-21=-591/429, 4-21=-344/865, 5-21=-566/339, 6-19=-59/445, 6-17=-906/591, 7-17=-402/1211, 7-16=-1897/982, 9-14=-621/363, 9-13=-277/800, 10-13=-514/553 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Extedor(2R) 11-0-0 to 15-0-0, Interior(1) 15-0-0 to 39-8-0, Exterior(2R) 39-8-0 to 43-8-0, Interior(1) 43-8-0 to 52-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=898, 11=445, 16=993. 40) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 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 prop edyincorporate 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/TP/f Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22303740 2584757 A08 SPECIAL 1 1 Job Reference (optional) auu0ers Firstaource (Flan[ City, rt_), mant city, rL -:1355f, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:52:00 2020 Page 1 ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-aTSbpEXiwPL_I51_OEgNQg6pVYVmoXIM6NFt7y44wT 1 4- 6 4-1 9-0-0 16-2-14 23.0-0 29-9-2 37-0-0 41-8-0 44-8-8 50-8-0 2-0- -0- 6 4-1 2-7-15 7-2-14 6-9-2 6-9-2 7-2-14 4-8-0 3-0-8 5-11-8 4- Scale = 1:89.0 5x6 = US= 5x6 = 5x6 = 3x4 II 6.00 12 4 5x6 = 2x4 �� 30 31 5 6 32 33 7 8 34 35 9 2x4 3 29 1036 28 37 0 2 4 Ig v i 4x6 = 13 111r� 1N 21 5x6=13-6-8 20 ,o ,a ,� 1 4x6 = 3x8 MT20HS = 3x8 = 3x6 = 3x8 = 3x6 = 6x8 = 3.00112 4x6 zzr LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef! Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.31 19 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.87 Vert(CT)-0.5219-21 >858 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.12 16 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 250 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied. Except: 2-20,15-18: 2x4 SP No.1, 8-16: 2x4 SP No.3 4-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-21, 7-16 REACTIONS. (size) 2=0-8-0, 11=0-8-0, 16=0-3-8 Max Horz 2=213(LC 11) Max Uplift 2=-888(LC 12), 11=-417(LC 12), 16=-1033(LC 12) Max Grav 2=1419(LC 21), 11=573(LC 18), 16=1948(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2515/1640, 3-4=-2326/1551, 4-5=-2070/1448, 5-6=-2686/1785, 6-7=-2037/1389, 9-10=-708/497,10-11=-11121839 BOT CHORD 2-21 =-1 301/220 7, 19-21 =-1 50 9/2 69 0, 17-19=-1377/2524, 16 -1 7=-867/1 645, 14-16=-771/550, 8-14=-377/407, 13-14=-112/471, 11-13=-638/975 WEBS 3-21=-296/364, 4-21=-421/783, 5-21=-815/523, 6-19=-65/271, 6-17=-721/525, 7-17=-323/825, 7-16=-2025/1212, 9-14=-725/420, 9-13=-203/492, 10-13=-416/491 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Extedor(2R) 9-0-0 to 13-0-0, Interior(1) 13-0-0 to 41-8-0, Exterior(2R) 41-8-0 to 45-8-0, Interior(1) 45-8-0 to 52-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 85 Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=888, 11=417, 16=1033. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 29,2020 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 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 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 buss systems, see AN5I/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22303741 2584757 A09 SPECIAL 1 Job Reference (optional) ,cis rosrauurcn trrani ury, FL), Fiani City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:52:02 2020 Page 1 ID:71 YDfItmYJ 1 NmupVDA3te2z4H2S-XraLEwYyRWf3DcFh6pGISrwP01DAEikbpQsMyOy44wR 1-4 7-40 12-1-3 17-0.9. 22-0-0 26.11-7 31-10-13 37-0-0 40.2-4 43-8-0 50.8-0 2-0. -4-05-1-3 4-11-7 4-11-7 4-11-7 4-11-7 5-1-3 3-2-0 3.5.12 7-0-0 -0-0 5x8 = 6.00 12 3x6 = 5x6 = 2x4 II 3x6 = 5x6 = 4x6 = 5x8 — 3 30 4 5 6 31 7 8 9 32 10 d Scale = 1:89.0 is le 4x6 —_ 2x4 I I 5x6 = 3x6 = 3x8 = 3x6 = 4x6 = 4x10 MT20HS 11 4x6 Zz 3xB MT20HS = 3.00112 0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) VdeO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.58 20-21 >765 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.59 20-21 >747 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(CT) 0.14 16 nla n/a BCDL 10.0 Code FBC20201TPI2014 Matrix -MS Weight: 511lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-8-4 oc bracing. Except: WEBS 2x4 SP No.3 4-1-0 oc bracing: 14-16 REACTIONS. (size) 2=0-8-0, 16=0-3-8, 11=0-8-0 Max Horz 2=-172(LC 6) Max Uplift 2=-1970(LC 8), 16=-2945(LC 8), 11=-627(LC 8) Max Grav 2=3280(LC 13), 16=5076(LC 13), 11=977(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6574/3796, 3-4=-7865/4764, 4-5=-8617/5278, 5-6=-8118/5042, 6-7=-8118/5042, 7-8=-6424/4059, 8-9=-3494/2295, 9-10=-349/1029, 10-11=-2608/1345 BOT CHORD 2-23=-3196/5912, 22-23=-3209/5952, 21-22=-4537/7999, 20-21=-5016/8699, 18-20=-3778/6465, 17-1 8=-21 33/3656, 16-17=-589/349, 14-16=-5022/3037, 9-14=-3957/2650, 13-14=-1073/2429, 11-13=-1048/2312 WEBS 3-23=-307/985, 3-22=-157312554, 4-22=-128411053, 4-21=-567/903, 5-21 =-3191457, 5-20=-634/351, 6-20=-656/642, 7-20=-1210/2123, 7-18=-1932/1372, 8-18=-2061/3519, 8-17=-2646/1795, 9-17=-2910/5012, 10-14=-3495/1712, 10-13=-483/1475 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"xY) nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 Go. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 13-10 2x4 - 1 row at 0-4-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. fi) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • will fit between the bottom chord and any other members. 10) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1970, 16=2945, 11=627. O6�traird6wa l9p end with 7-0-0 end setback. December 29,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 chard members only. Additional temporary and permanent bracing Mirek" 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/137P11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply JA T22303741 2584757 SPECIAL 1 2 Job Reference (optional) rm5kQ0iJ — tridm a Ry, ri�l, rmrn i uy, FL - 33567, 8.43U s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:52:02 2020 Page 2 NOTES- ID:?l YDfltmYJ1 NmupVDA3te2z4H2S-XraLEwYyRWf3DcFh6pG ISrwP01DAEikbpQsMyOy44wR 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 802 lb down and 391 lb up at 43-5-0, and 802 lb down and 391 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-10=-112(1`=58), 10-12=-54, 23-24=-20, 16-23=-42(F=-22), 15-16=-42(F=-22), 13-14=-42(F=-22), 13-27=-20 Concentrated Loads (lb) Vert: 13=-475(F) 23=-475(F) A WARNING - Verify design pammeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 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 r _ building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTprk 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 ANSI17P11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22303742 2584757 A10 SPECIAL 2 1 Job Reference (optional) s rusiouurce tndrn Giry, FL), riani City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:52:08 2020 Page 1 ID:71 YDfltmYJ1 NmupVDA3te2z4H2S-L7xcUzdjl MPCxxirS4Nii6ASdjJnePeTCMJgAfy44wL 1-4-0 6.1.8 14-3-12 21-0-0 29-M 33-0-0 3:1111 44-0-0 11 8-2-4 8.8-4 8-8-0 3-8-0 4-11-6 8 o.10 6.00 12 7x10 = 6x8 = 0 28 2930 7 3X4 = 14 Scale=1:79.1 3x6 = 3x8 MT20HS 11 2x4 11 5x8 = 4x6 11 638 s-1-8 q4 11 12 21.0-0 27311 33-0-0 38-3-0 44-q-0 6 -1-8 o-1-0 6-3-11e-0S 4.11.6 a-0.10 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 FBC2020frP12014 CSI. TC 0.68 BC 0.72 WB 0.85 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Ildefl L/d 0.18 14 >999 240 -0.28 15-16 >999 180 0.11 11 n/a n/a PLATES MT20 MT20HS Weight: 291 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 6-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except* 3-9-0 oc bracing: 20-22 3-22,8-13: 2x4 SP No.3 10-0-0 oc bracing: 13-15 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-19, 5-18, 6-16, 7-16 6-16: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 22=0-3-8, 11=0-3-8 Max Horz 2=388(LC 11) Max Uplift 2=-303(LC 12), 22=-1113(LC 12), 11=-773(LC 12) Max Grav 2=275(LC 23), 22=2056(LC 17), 11=1720(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-321/409, 3-5=2415/1349, 5-6=-2033/1322, 6-7=-1830/1264, 7-8=-2323/1479, 8-9=-2313/1352,9-10=-1639/904,10-11=-1618/943 BOT CHORD 20-22=-2019/1118, 3-20=-1872/1162, 19-20=-216/333, 18-19=-1101/2276, 16-18=-830/1902, 15-16=-793/1775, 8-15=-220/299 WEBS 3-19=-892/1959, 5-18=482/343, 6-18=-136/537, 7-16=-56/339, 7-15=-322/649, 12-15=-727/1539, 9-15=-298/848, 9-12=-1146/729, 10-12=-755/1535 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Extedor(2R) 21-0-0 to 25-0-0, Intedor(1) 25-0-0 to 29-8-0, Exterior(2R) 29-8-0 to 33-6-9, Interior(1) 33-6-9 to 44-2-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 61 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=303,22=1113,11=773. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek®mnnectors. 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 building design. Bracing Indicated is to prevent buckling of individual truss web andfor 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 ANShTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 n Job Truss Truss Type City Ply lJob T22303743 2584757 All SPECIAL 1 Reference (optional) 4 ""^"� � �•����� v �• •y, _nry, �� - �����, BAJU s Ivov au LuzU MI I eK Inousines, Inc. t ue uec z9 13:bz:1U 2uZU Nage 1 ID:71 YDfitmYJ1 Nm upVDA3te2z4H2S-103NvfezY_fwBrsDaVPAnXFolXxl61gmffonEYy44wJ T1 4 q 4-1-14 5-8-4 9-1 14-2-1 19-0-0 26-3-5 4-0 38-3-12 44 4-0 1-4-0 4-1-14 1-6-6 3-11-9 4-6-4 4-9-15 7-3-5 5.4-11 1-8-0 4-11-12 6-0-0 8xl4 MT20HS G 5 2x4 I I 5x12 4 3 1.5x8 STP = 29 3 re 1 2 22 0 10xl6 MT20HS = 25 24 2x4 II 3x6 = 6x8 = 6.00 12 3x6 6 30 5x8 = 2x4 11 7 3132 8 33 21 20 19 36 18 37 3x4 = 4x6 = 3x8 = 3x4 = 5x6 = 9 2x4 II 10 34 3x4 11 r 117-8 16 39 15 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.77 24 >684 240 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -1.00 24 >532 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.55 13 n/a n/a BCDL 10.0 Code FBC2020ITPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 1-5: 2x4 SP M 31 BOT CHORD BOT CHORD 2x4 SP No.2 *Except* 4-25,19-23: 2x4 SP M 31, 10-15: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* WEBS 3-23: 2x4 SP M 31, 5-23: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 13=0-3-8 Max Horz 2=347(LC 11) Max Uplift 2=-1018(LC 12), 13=-907(LC 12) Max Grav 2=2071(LC 17), 13=1951(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3970/2006, 3-4=-9806/5031, 4-5=-9938/5147, 5-6=-4286/2348, 6-7=-3255/1906, 7-8=-2792/1774, 8-9=-2792/1774, 9-10=-2736/1732, 10-11=-2745/1618, 11-12=-1881/1060, 12-13=-1849/1092 BOT CHORD 2-25=-1931/3736, 23-25=-1632/3275, 22-23=-2847/5663, 21-22=-2848/5670, 20-21=-1954/3939, 18-20=1396/3009, 17-18=-1103/2360, 10-17=-192/305 WEBS 3-25=-4576/2423, 3-23=-4375/8505, 5-23=-2316/4509, 5-22=-32/315,5-21=-2035/1051, 6-21=-482/1179, 6-20=-1371/815, 7-20=-516/1257, 8-18=-391/417, 9-18=-443/913, 9-17=-283/582, 14-17=-871/1787, 11-17=-416/1141, 11-14=-1367/865, 12-14=-919/1786 14 5x8 = Scale = 1:80.8 13 4x6 11 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 302 lb FT = 20% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 5-10-0 oc bracing: 23-25 10-0-0 oc bracing: 15-17 1 Row at midpt 5-21, 6-20i 7-18, 11-14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Exterior(21R) 19-0-0 to 23-0-0, Interior(1) 23-0-0 to 31-8-0, Extedor(2R) 31-8-0 to 35-8-0, Interior(1) 35-8-0 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. b) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 2=1018, 13=907. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 29.2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/10/2020 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 ANS11TP/1 Qualify Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply TA T22303744 2584757 SPECIAL 1 1 Job Reference (optional) U. 615 r„5L000 C� tridm . Ry, rLi, rndnr Gny, FL - 33567. 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:52:12 2020 Page 1 ID.? 1 YDfltmYJ1 NmupVDA3te2z4H2S-Em B7KKgD4bveQ80chwSesyK9 WKeBaBO36zHuJRy44wH 6-7-12 11-11-0 17-0.0 22-3-0 28-5-0 33-8-0 38-9-0 44-4 0 �-v-u T1-4-q b-7-12 5-3 4 5-1-0 5-3-0 6-2-0 5-3-0 5-1-0 5-7-0 5x6 = 6.00 12 5x6 = 3x4 = 5x6 = 28 29 6 30 7 31 32 8 Scale = 1:79.6 I 12-AaD 21 iV 3x4 = 14 13 12 11 3x6 — 5x8 = 2x4 II 2x4 11 5x8 = 4x6 11 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 0.62 Vert(LL) 0.48 20 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.70 16-18 >762 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.32 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 287 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 4-21,8-13: 2x4 SP No.3, 17-19,15-17: 2x4 SP No.1 10-0-0 oc bracing: 19-21, 13-15 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 4-18. 6-18, 7-15 19-22: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=306(LC 11) Max Uplift 2=-1012(LC 12), 11=-901(LC 12) Max Grav 2=2082(LC 17), 11=1955(LC 18) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3884/1921, 3-4=-5056/2640, 4-5=-3656/2024, 5-6=-3269/1920, 6-7=-3272/1902, 7-8=-2425/1484, 8-9=-2764/1597, 9-1 0=-1 825/1019, 10-11=-1861/1082 BOT CHORD 2-22=-1824/3612, 4-19=-507/1291, 18-19=-2312/4639, 16-18=-1644/3429, 15-16=-1507/3103, 8-15=-401/1014 WEBS 3-22=-1166/761, 19-22=-1923/3797, 3-19=-464/1008, 4-18=-1631/937, 5-18=-572/1352, 6-18=-394/182,7-16=-123/593,7-15=-1040/590,9-12=-1394/864,10-12=-918/1779, 9-15=-422/1195, 12-15=-829/1744 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=7ft: Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Exterior(2R) 17-0-0 to 21-0-0, Interior(1) 21-0-0 to 33-8-0, Exterior(2R) 33-8-0 to 37-8-0, Intedor(1) 37-8-0 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1012, 11=901. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 29,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTeIRJ 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/TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety on, available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22303745 2584757 A13 SPECIAL 1 1 Job Reference (optional) D ------ a 1— ow 4— nn r art umu5uleS, 1HG. We Ue0 Ze iJ:0 4 :-10 ZuZu rage i ID?1YDfltmYJ1 NmupVDA3te2z4H2S-eLsGyMi6NWIDHcIBM27LUayeOYfwnZsVpxVYvmy44wE 11 4-Q 6-7-12 11-11-0 15-0-0 21-3-10 26-11-15 33-0-0 35-8-0 40-4-6 44 4 0 -7-12 3-1-0 6-3-10 5-8-5 6-0-1 2-8-0 4-8-6 3-11-11 3x6 = 5x6 = 6.00 12 5 23 22 -' 5x8 = 2x4 I 6x12 MT20HS = 5x6 = 3x4 = 29 6 30 7 2x4 11 6x8 = 31 8 9 15 14 13 3x4 11 6x8 = Jr Jo 12 6x12 MT20HS = Scale = 1:82.3 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber COL 1.25 Rep Stress Incr YES Cade FBC2020/fPI2014 CSI. TC 0.73 BC 0.94 WB 0.88 Matrix -AS DEFL. in (loc) I/defi L/d Vert(LL) 0.52 21 >999 240 Vert(CT) -0.84 17-19 >631 180 Horz(CT) 0.38 12 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 285 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied. Except: 4-22,8-14: 2x4 SP No.3, 18-20,16-18: 2x4 SP No.1 6-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 20-22 20-23,9-16: 2x4 SP No.2 WEBS 1 Row at midpt 20-23, 6-19, 7-16, 9-13, 10-12 REACTIONS. (size) 2=0-8-0, 12=0-3-8 Max Horz 2=265(LC 11) Max Uplift 2=-1014(LC 12), 12=-907(LC 12) Max Grav 2=2068(LC 17). 12=1947(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-3843/1930, 3-4=-4973/2643, 4-5=-4030/2223, 5-6=-3631/2073, 6-7=-3885/2175, 7-8=-2914/1743, 8-9=-2882/1729, 9-10=-2068/1233 BOT CHORD 2-23=1836/3557, 4-20=-534/1187, 19-20=-2289/4507, 17-19=-1970/3968, 16-17=-1864/3732, 8-16=-250/303, 12-13=-710/1261 WEBS 3-23=-1138/771, 20-23=-1947/3715, 3-20=-449/954, 4-19=-1303/803, 5-19=-704/1551, 6-19=-576/291, 7-17=-68/480, 7-16=-1042/556, 13-16=-1022/2364, 9-16=-1417/2819, 9-13=-1810/945, 10-13=-237/850, 10-12=-2040/1216 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Extedor(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 35-8-0, Exterior(2R) 35-8-0 to 39-8-0, Interior(1) 39-8-0 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1014, 12=907. �) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with M1Tek® 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/TP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22303746 2584757 A14 SPECIAL 1 1 Job Reference (optional) a ,wv ou 4— ,vu i om 111—L—b, rrlG. I UC UCG Ly IO:OLa 7 LUZU rage i ID:?1YDfitmYJlNmupVDA3te2z4H2S-bk_ON2kMv7YwWvuZUT1pZ?lyWLKYFSBoGF f ey44wC )1-4-q 6-10-5 I 11-1-1-0 1,3-0-0 19-6-4 26-6-10 33-4.0 37-8-0 44-4-0 1-4.0 6-10-5 5-0-11 -1-0 6-6-4 7-0-6 6.00 F12 5x6 = 2x4 11 4 5 2x4 II 5x6 = 46 = 6x8 = 29 6 30 31 7 32 8 9 Scale = 1:80.2 23 22 -' 3x8 = 14 13 12 11 3x6 — 5x6 = 2x4 11 2x4 11 2x4 11 5x8 = 3x6 11 26-6-10 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 FBC2020rrP12014 CSI. TC 0.86 BC 0.93 WB 0.96 Matrix -AS DEFL. in (loc) l/defl Ud Vert(LL) 0.66 17-19 >798 240 Vert(CT) -0.82 19-20 >647 180 Horz(CT) 0.37 11 n/a n/a PLATES MT20 MT20HS Weight: 279 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 4-22,8-13: 2x4 SP No.3 10-0-0 oc bracing: 20-22 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 9-12 20-23: 2x4 SP No.2 JOINTS 1 Brace at Jt(s): 15 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=264(LC 12) Max Uplift 2=-1020(LC 12), 11=-923(LC 12) Max Grav 2=1725(LC 1). 11=1640(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3215/1947, 3-4=-4133/2655, 4-5=-4058/2745,5-6=-4002/2636, 6-7=-4002/2636, 7-8=-3872/2560, 8-9=-2962/2037, 9-1 0=-1 681/1126, 10-11=-1573/1114 BOT CHORD 2-23=-1847/2813, 19-20=-2066/3346, 17-19=-2345/3887, 16-17=-1831/2993, 15-16=-1831/2994, 8-15=-914/664 WEBS 3-23=-1014/805, 20-23=-1969/3020, 3-20=-435/852, 5-20=-775/1196, 5-19=-447/931, 6-19=-371/403, 7-17=-479/435, 8-17=-623/1084, 12-15=-890/1514, 9-15=-1397/2288, 9-12=-1250/895,10-12=-923/1533 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, ExteriDr(2R) 13-0-0 to 17-0-0, Interior(1) 17-0-0 to 37-8-0, Exterior(2R) 37-8-0 to 41-8-0, Intedor(1) 41-8-0 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 61 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1020,11=923. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 29,2020 ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 propedy 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 busses and truss systems, see ANSbTP/1 Quality Criteria, DSB-89 and BCS/Building Component 6904 Parke East Blvd. Safelylnrormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply TA T223037 74 2584757 MONO HIP 1 1 Job Reference (optional) --..__._ ...-.---•-- �.._... _..,, . _„ ....... ..,,,, , ,,,,,,,.. , o."Jo a Ivov — cu<u Ivn I ea umusules, mu. i ue uec, za l3:Oz:7S zuzu rage l ID:?lYDfilmYJ1 NmupVDA3le2z4H2S-X76moklcRkoemO2ybu4HfQ7MT9?Wj0X5jzT12Xy44wA L1 4-q 6 4 4 11-0-0 16-7-12 24-0-11 31-3-5 31,k,3 440 1 4 0 6-4-4 4-7-12 5-7-12 7-4-15 7-2-10 7 4-15 547t.3 Scale = 1:77.3 5x6 = 3x4 = 5x6 = 5x6 = 4x6 = 2x4 II 4 5 23 6 24 725 8 26 9 17 16 ." `• — 11 — — ,J,c JI JG II 33 J'+ 10 3x6 = 2x4 11 3x8 MT20HS = 3x4 = 3x4 = 4x6 = 6x8 = 3x8 = 4x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (IDc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.44 13-14 >999 240 TCDL 7.0 LumberDOL 1.25 BC 0.97 Vert(CT)-0.6814-16 >778 180 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.19 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 *Except* BOT CHORD 2-15: 2x4 SP No.2 WEBS WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-3-8, 2=0-8-0 Max Horz 2=405(LC 12) Max Uplift 10=-941(LC 12), 2=-1015(LC 12) Max Grav 10=1886(LC 17), 2=2024(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3757/1870, 3-4=-3294/1708, 4-5=-2944/1606, 5-6=-3768/1950, 6-7=-3557/1801, 7-B=-2333/1150 BOT CHORD 2-17=1938/3385, 16-17=-1938/3385, 14-16=-1966/3591, 13-14=-2009/3772, 11-13=-1654/3139,10-11=-895/1655 WEBS 3-16=-570/416, 4-16=-492/1224, 5-16=-1002/524, 5-14=-73/459, 6-13=-395/382, 7-13=-270/768, 7-11 =-1 268/805, 8-11=-574/1494, 8-10=-2309/1265 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 244 lb FT = 20 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. 1 Row at midpt 5-16, 7-11, 8-10 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Exterior(2R) 11-0-0 to 16-7-12, Interior(1) 16-7-12 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. s) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 10=941, 2=1015. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 29.2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 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 propedy 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 BCS/ Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply FA16ss T22303748 2584757 MONO HIP 1 1 Job Reference o lional - - • ••-•---•-- �• ••-• •• --••,• • •-n •�•• �q. o.4OU s rvUV CU tutu MI I ex Ipausirles, Inc. I ue Uec Z9 13:bZ:Zb ZU2U Pagel ID.?1YDfltmYJINmupVDA3te2z4H2S-MHT22ngNOaYoU8V6y8BhuhNKJa6U73sz6Vw4GAy44w4 r1 4-q 6-4-1 9-0-0 15-4-15 22-5-11 30-10-5 37-11-2 44.4 0 2-7-15 5 7-0.13 8-4-9 7-0-13 6-4-14 5x6 = • 3x4 = 5x6 = 6.00 12 ` 4 22 235 24 6 25 vI d 5x6 = 7 26 3x6 = 8 27 Scale = 1:77.3 3x4 I I 9 lb 15 14 13 12 11 10 3x6 = 3x8 = 3x8 MT20HS = 3x4 = 3x4 = 3x6 = 6x8 4x6 = 2 44-4-0 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 FBC2020rrP12014 CSI. TC 0.81 BC 0.74 WB 0.98 Matrix -AS DEFL. in (loc) Vdefl L/d Vert(LL) 0.58 13-14 >912 240 Vert(CT) -0.74 13-14 >715 180 Horz(CT) 0.20 10 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 228 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-16, 8-10 REACTIONS. (size) 10=0-3-8, 2=0-8-0 Max Horz 2=343(LC 12) Max Uplift 10=-934(LC 12), 2=-1023(LC 12) Max Grav 10=1634(LC 1), 2=1708(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3146/1886, 3-4=-2955/1804, 4-5=-2639/1665, 5-6=-3823/2296, 6-7=-3768/2191, 7-8=-2542/1453 BOT CHORD 2-16=-1883/2770, 14-16=-2274/3626, 13-14=-2440/3997, 11-13=-2033/3380, 10-11=-1190/1959 WEBS 3-16=-302/352, 4-16=-583/1093, 5-16=-1284/753, 5-14=-136/443, 6-14=-299/318, 6-13=-339/369, 7-13=-233/573, 7-11=-1194/837, 8-11=-550/1186, 8-10=-2379/1455 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extefior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-M to 14-7-14, Interior(1) 14-7-14 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=934, 2=1023. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-09 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22303749 2584757 A17 Half Hip Girder 1 2 Job Reference (optional) • �•����� t�n•7, 1. ,a,,. v„y, o.qau s tvov dU zuzu mi I eK 1nausines, Inc. I ue Uec Z9 13:52:32 2U20 Pagel ID:71 YDfltmYJ1 NmupVDA3te2z4H2S-edOh WAvmNkRopDYSs6pKgA9a00coGJX7j47x7Gy44vz 1r 4 a 7-0-015-2-0 20-5-0 25-8-0 30-11-0 36-2-0 41-5-0 44 4 0 �1 4-0 7-0-0 2-11 0 5-3-0 5-3.0 5-3-0 5-3-0 5-3 0 5-3-0 2-11-0 6x8 = 6.00 12 7x10 = 7x10 = 3 22 4 23 24 5 25 26 6 27 2829 307 31 32 8 33 34 35 9 36 37 Scale = 1:77.3 2x4 11 10 38 1139 19 40 41 18 42 43 44 17 45 46 16 47 48 1549 50 14 51 52 53 13 54 55 12 1.5x8 STP = 7x10 = 7x10 = 6x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.57 16-17 >931 240 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.65 16-17 >817 180 BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(CT) 0.12 12 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x6 SP No.2 `Except' TOP CHORD 1-3: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 12=0-3-8, 2=0-8-0 Max Horz 2=276(LC 8) Max Uplift 12=-2052(LC 5), 2=-1875(LC 8) Max Grav 12=3307(LC 1), 2=3031(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6213/3681, 3-4=-5600/3430, 4-5=-8276/5042, 5-6=-9762/5973, 6-7=-10094/6180, 7-8=-9288/5686,8-9=-7365/4499,9-10=-4313/2612 BOT CHORD 2-19=-3369/5491, 18-19=-4445/7165, 17-18=-5737/9234, 16-17=-6291/10127, 15-16=-6154/9899, 14-15=-5316/8538, 13-14=-3719/5950, 12-13=-1534/2392 WEBS 3-19=-1344/2504, 4-19=-2552/1659, 4-18=-992/1853, 5-18=-1585/1136, 5-17=-453/887, 6-17=-625/588, 7-16=-81/387, 7-15=-987/758, 8-15=-610/1239, 8-14=-1916/1335, 9-14=-1232/2227, 9-13=-2788/1889, 10-13=-1766/3139, 10-12=-3744/2408 PLATES GRIP MT20 244/190 Weight: 591 lb FT = 20% Structural wood sheathing directly applied or 4-4-9 oc purlins, except end verticals. Rigid ceiling directly applied or 8-8-7 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. B) Provide adequate drainage to prevent water ponding. 7) All plates are 4x6 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 12=2052, 2=1875. Continued on page 2 December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 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 pe k• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the VliT fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIyrPlt Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty ply 2584757 A17 Half Hip Girder 1 T22303749 Job Reference (optional) -------------- - - - •+• • -• , 0.90U J IVUV JU LULU MI I eK Inousines, Inc. 1 Lie Uec 29 13:52:32 2020 Page 2 NOTES- ID.?1YDfitmYJ1 NmupVDA3te2z4H2S-edOhWAvmNkRopDYSs6pKgA9aOOcoGJX?j47x?Gy44vz 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 168 lb up at 7-0-0, 91 lb down and 168 lb up at 9-0-12, 91 lb down and 168 lb up at 11-0-12, 91 lb down and 168 lb up at 13-0-12, 91 lb down and 168 lb up at 15-0-12, 91 lb down and 168 lb up at 17-0-12, 91 lb down and 168 lb up at 19-0-12, 91 lb down and 168 lb up at 21-0-12, 91 lb down and 168 lb up at 23-0-12, 91 lb down and 168 lb up at 25-0-12, 91 lb down and 168 lb up at 27-0-12, 91 lb down and 168 lb up at 29-0-12, 91 lb down and 168 lb up at 31-0-12, 91 lb down and 168 lb up at 33-0-12, 91 lb down and 168 lb up at 35-0-12, 91 lb down and 168 lb up at 37-0-12, 91 lb down and 168 lb up at 39-0-12, 91 lb down and 168 lb up at 41-0-12, and 91 lb down and 168 lb up at 43-0-12, and 145 lb down and 152 lb up at 44-2-4 on top chord, and 323 Ib down and 136 lb up at 7-0-0, 66 lb down at 9-0-12, 66 lb down at 11-0-12, 66 lb down at 13-0-12, 66 lb down at 15-0-12, 66 lb down at 17-0-12, 66 lb down at 19-0-12, 66 lb down at 21-0-12, 66 lb down at 23-0-12, 66 lb down at 25-0-12, 66 lb down at 27-0-12, 66 lb down at 29-0-12, 66 lb down at 31-0-12, 66 lb down at 33-0-12, 66 lb down at 35-0-12, 66 lb down at 37-0-12, 66 lb down at 39-0-12, 66 lb down at 41-0-12, and 66 lb down at 43-0-12, and 106 lb down at 44-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-3=-54, 3-11=-54, 2-12=-20 Concentrated Loads (lb) Vert: 3=-91(B) 11=-145(B) 12=-61(B) 19=-323(B) 5=-91(B) 16=41(B) 8=-91(B) 13=-41(B) 22=-91(B) 23=-91(B) 24=-91(B) 25=-91(B) 26=-91(B) 27=-91(B) 28=-91(B) 30=-91(B) 31=91(B) 32=-91(B) 34=-91(B) 35=-91(B) 36=-91(B) 37=-91(B) 38=-91(B) 39=-91(B) 40=-41(B) 41=-41(B) 42=-41(B) 43=-41(B) 44=-41(B) 45=-41(B) 46=41(B) 47=-41(B) 48=-41(B) 49=-41(13) 50=41(B) 51=-41(B) 52=-41(8) 53=41(B) 54=41(13) 55=41(B) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M114473 rev. 5/1912020 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 Mire k• 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 ANS11TP1l Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2584757 B01 Roof Special 1 1 T22303750 Job Reference o tional „a. GUrce t ,aiu .ry, �I, r rn Uny, FL - aoaor, 8.43U s Nov 3U 2020 MiTek Industries, Inc. Tue Dec 29 13:52:34 2020 Page 1 ID:?1YDfltmYJ1 NmupVDA3te2z4H2S-b?WRxsxOvLhW3Xiq_XrolbFrZCAtkCElAOc239y44vx 1 4-0 6-6-8 7-10-7 9-0-015.0-0 21-6-12 28-8-0 30-0-0 1 4-0 6-6-8 11 3-15 1-1-9 6-0-0 6-6-12 7-1-4 1 4_0 Scale = 1:52.9 5x6 = 3x4 = 3x4 = 3x4 = 4x6 = 3x4 = 3x4 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.84 BC 0.78 WB 0.65 Matrix -AS DEFL. in Vert(LL) -0.34 Vert(CT) -0.57 Horz(CT) 0.06 (loc) Vdefl L/d 9-11 >999 240 9-11 >603 180 7 n/a rile PLATES GRIP MT20 244/190 Weight: 140 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-11 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Harz 2=-308(LC 10) Max Uplift 2=-711(LC 12), 7=-711(LC 12) Max Grav 2=1311(LC 17). 7=1311(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2158/1814, 3-4=-1949/1770; 4-5=-2271/2001, 5-6=-1948/1681, 6-7=-2126/1746 BOT CHORD 2-12=-1410/2094, 11-12=-1600/2350, 9-11=-726/1344, 7-9=-1348/1844 WEBS 3-12=-530/732, 5-11=-871/1197, 5-9=-518/919, 6-9=-445/652, 4-12=-685/510, 4-11=-642/862 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 6-6-8, Comer(3E) 6-6-8 to 7-10-7, Exterior(2N) 7-10-7 to 15-0-0, Comer(3R) 15-0-0 to 19-0-0, Exterior(2N) 19-0-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=711,7=711. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 mv. 5/1912020 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 W, AA iTek` building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the iVl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI77PI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety /nlormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type QtyPlyT2232584757 FO2 SPECIAL 1 1 Job Reference o tional �Li. de,s r .r5L0001L;r iriaur uRy, ry, Piani wry, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:52:36 2020 Page 1 ID:? 1 YDfltmYJ1 NmupVDA3le2z4H2S-XOeCMYzHQzxElgrD5ytGrOKCoOoUC6Zbei5982y44vv 1 4-0 4-6-8 5-10-7 9-0-0 15.0-0 21-6-12 28-8-0 30-0-0 1-4-0 4-6 8 1-3-15 3-1-9 6-0-0 6-6-12 7-1-4 1-4-0 Scale = 1:52.9 5x6 = 3x4 = 3x4 = 5x8 = 4x6 = 3x4 = 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.41 10-12 >840 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.97 Vert(CT) -0.6710-12 >510 180 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix -AS Weight: 143 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except* BOT CHORD Rigid ceiling directly applied. 8-11: 2x4 SP No.1 WEBS 1 Row at midpt 6-12 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-308(LC 10) Max Uplift 2=-711(LC 12), 8=-711(LC 12) Max Grav 2=1310(LC 17), 8=1310(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2270/1915, 3-4=-2068/1830, 4-5=-2265/1870, 5-6=-2372/2134, 6-7=-1949/1673, 7-8=-2127/1740 BOT CHORD 2-13=1548/2212, 12-13=-1848/2613, 10-12=-710/1340, 8-10=-1345/1845 WEBS 3-13=-519/786, 4-13=-801/595, 4-12=-499/577, 5-12=-364/542, 6-12=-1027/1327, 6-10=-527/930, 7-10=-447/667 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 4-6-8, Comer(3E) 4-6-8 to 5-10-7, Exterior(2N) 5-10-7 to 15-0-0, Comer(3R) 15-0-0 to 19-0-0, Extedor(2N) 19-0-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 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-M wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=711, 8=711. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19l2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, 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 ANSI/TPlf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety on, available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22303752 2584757 B03 SPECIAL 1 1 Job Reference (optional) ounuers rustauurce triant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:52:38 2020 Page 1 ID:?l YDfltmYJ1 NmupVDA3te2z4H28-TnlynD_XyaByY8?cDNwkwRPbBp W Rg? 1 u50aG Cwy44vt -1-4-0 2-6.8 3-10-7 9.0-0 15-M 20-2-0 25.6-8 1-4-0 2-6-8 1-3-15 5-1-9 6-0-0 5-2-0 46 = 1.5x8 STP = 3x6 11 4x0 5xB = 3x4 =3x4 = 6x8 = 3x6 = 3x4 = Scale = 1:50.5 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.31 10-12 >975 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.87 Vert(CT) -0.5310-12 >574 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.72 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 148 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-14 cc purlins, BOT CHORD 2x6 SP No.2 *Except* except end verticals. 9-11: 2x4 SP No.1, 11-13: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or5-9-10 cc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-12, 7-9 REACTIONS. (size) 2=0-8-0, 9=0-3-8 Max Horz 2=269(LC 7) Max Uplift 2=-869(LC 8), 9=-546(LC 8) Max Grav 2=161 O(LC 13), 9=1103(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2856/1341, 3-4=-3050/1511, 4-5=-2130/1013, 5-6=-2213/1222, 6-7=-1350/800 BOT CHORD 2-15=-1243/2717, 14-15=-1276/2808, 12-14=-1584/3306, 10-12=-399/1066, 9-10=-518/1118 WEBS 3-15=-283/777, 3-14=-372/592, 4-14=-777/437, 4-12=-1314/750, 5-12=-411/440, 6-12=-685/1468, 6-1 0=-1 18/442, 7-9=-1387/623 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=869, 9=546. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 459 lb down and 259 lb up at 1-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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, 6-8=-54, 2-9=-20 Concentrated Loads (1b) Vert: 18=-429(F) December 29,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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/TPN Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22303753 2584757 B04 Roof Special 1 1 Job Reference (optional) ce (riant City, FL), Plant City, FL - 3351if, 8.430 s Nov 30 2020 MiTek Industries, Inc. TUB Dec 29 13:52:39 2020 Page 1 ID:h?UJ39bKdH6XmDM3kQeUTZz22U-xzJK_Z?9juJp9laom5RzSeyjSDtQPSz1 KgJpIMy44vs Or4�7 6-9-3 7-8-2 13-2-0 18-7-6 _ 23-8-8 0-4-7 6 4-12 0-10-14 5-5-14 5-5-7 i 5-1-2 4x6 = 1 6x8 = 3x4 = 3x4 = 3x4 = 6 6x8 = Scale = 1:45.7 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC2020fTP12014 CS1. TC 0.83 BC 0.82 WB 0.74 Matrix -AS DEFL. in Vert(LL) -0.24 Vert(CT) -0.50 Horz(CT) 0.04 (loc) Well Lid 9-11 >999 240 9-11 >563 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 122 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 6=0-2-8 Max Horz 1=333(LC 11) Max Uplift 1=-489(LC 12), 6=-491(LC 12) Max Grav 1=871(LC 1), 6=869(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-132611313, 2-3=-1097/1223, 3-4=-969/1099, 5-6=-198/342 BOT CHORD 1-9=-1056/1193, 7-9=-542/760, 6-7=-843/830 WEBS 3-9=-520/551, 4-7=-142/372, 4-6=-965/965, 2-9=-423/675 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) 0-0-12 to 4-0-12, Exterior(2N) 4-0-12 to 13-2-0, Comer(3R) 13-2-0 to 17-2-0, Exterior(2N) 17-2-0 to 23-6-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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. 7) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=489, 6=491. S) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 29,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,1II-7473 rev. 611912020 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 buss 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 ANSI1TPl1 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22303754 2584757 B05 SPECIAL 1 1 Job Reference (optional) staource (Plant City, FL), Plant City, PL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:52:41 2020 Page 1 ID:71YDfitmYJlNmupVDA3te2z4H2S-uMR5PFOQFVZXPckBuVTRY312P1YUtRcKn_owpFy44vq -1-4-0 6-8-13 8-6-8 9-10-7 12-1-3 14-3-15 17-10.12 23-0-2 28-8.0 30-0-0 1 4-0 6.8-13 1-9-11 1-3-15 2-2-12 2-2-12 3.6-13 5-1-6 5-7-14 1 4-0 5x6 = 8 5x6 = 2x4 II Scale=1:53.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.31 16-18 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.85 Vert(CT) -0.4516-18 >761 180 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.08 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 146 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 *Except* 3-19: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 13=0-8-0 Max Horz 2=-295(LC 10) Max Uplift 2=-711(LC 12), 13=-711(LC 12) Max Grav 2=1325(LC 17), 13=1328(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2164/1872, 3-4=-2044/1863, 4-5=-1816/1700, 5-6=-1725/1632, 6-7=-1423/1442, 7-8=-1811344, 8-9=-218/420, 9-10=1 681372, 10-11 =-1 428/1475, 11-12=-1773/1590, 12-13=-2319/1867, 7-1 0=-1 924/1777 BOT CHORD 2-19=-1464/2096, 18-19=-1275/1968, 16-18=-980/1599, 15-16=-1489/2021, 13-15=1487/2027 WEBS 4-19=-360/583, 5-18=-807/646, 6-18=-434/725, 11-16=-272/567, 12-16=-717/633, 3-19=-264/388 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 8-6-8, Comer(3E) 8-6-8 to 9-10-7, Extedor(2N) 9-10-7 to 14-3-15, Comer(3E) 14-3-15 to 15-8-0, Corner(3R) 15-8-0 to 19-8-0, Exterior(2N) 19-8-0 to 30-M zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 3x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7� ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=711, 13=711. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. December 29,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shovm, 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 ANS11TP/1 Quality Criteria, DSB-09 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply 2584757 BO6 SPECIAL 1 1 T22303755 e Lu Ruldc FirstSrc/oi=.a Cli re VI1 0 - -- — r • r, ^n • 8.430 s Nov 3U 2U2U M I ek Industries, Inc. Tue Dec 29 13:52:47 2020 Page 1 12-3-15 ID:?l YDfItmYJ1 NmupVDA3te2z4H2S-iVoMgl5ArLKg7XBKEmarnKH8kRc1 H47CAwFE1vy44vk 10-6-8 11-10-7 17-8-0 22-10.12 28-B-0 30-0.0 1-4-0 5.6-8 5-0-0 1-3.15 -5- 5-4-1 5-2.12 5-9.4 1.4-0 Scale = 1:51.9 5x6 = 6x8 = 6x8 3x4 = 3x4 = 3x4 = 4x6 = 3x4 = 3x6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.30 10-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.60 10-19 >577 180 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Cade FBC2020/TPI2014 Matrix -AS Weight: 145 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 5-6: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 'Except' 8-11: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-250(LC 10) Max Uplift 2=-711(LC 12), 8=-711(LC 12) Max Grav 2=1328(LC 17), 8=1337(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2333/1797, 3-4=-2387/2071, 4-5=-1594/1439, 5-6=-1593/1442, 6-7=-1804/1494, 7-8=-2188/1820 BOT CHORD 2-13=-1431/2209, 12-13=-936/1644, 10-12=-918/1628, 8-10=-1415/1928 WEBS 3-13=-341/569, 4-13=-723/825, 4-12=-300/526, 6-10=-207/595, 7-10=-503/595, 5-12=-356/324 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 10-6-8, Comer(3R) 10-6-8 to 14-6-8, Exterior(2N) 14-6-8 to 17-8-0, Comer(3R) 17-8-0 to 21-8-0, Extedor(2N) 21-8-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. T) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=711, 8=711. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 29,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1g/2020 BEFORE USE. Design valid for use only with MTekl5 connectors. Thisdesign 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 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 2584757 807 HIP 1 1 T22303756 n' ll 1 F' tS P Job Reference (optional) ers Irs ource ( Ian, Gty, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. TUB Dec 29 13:52:49 2020 Page 1 ID:?l YDfltmYJ1 NmupVDA3te2z4H2S-fuw65_7RNya0MgLjMBcJsIM W4FFxl4HVdEkL5ny44vi -1-4-0 6-3-5 9.0-0 14.4-0 19-8-0 22-6-6 28-8-0 30-0.0 1-4-0 6-3-5 2-8-11 5 4-0 5 4-0 2-10-6 6-1-10 1-4-0 Scale=1:51.5 4x6 = 3x4 = 4x6 = t 19 5 20 6 3x4 = 3x8 = 3x6 = 3x8 = 3x4 = 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 FBC2020fTP12014 CSI. TC 0.50 BC 0.94 WB 0.31 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl L/d -0.22 10-12 >999 240 -0.46 10-12 >751 180 0.07 8 n/a n/a PLATES GRIP MT20 2441190 Weight: 137 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Harz 2=-213(LC 10) Max Uplift 2=-711(LC 12), 8=-711(LC 12) Max Grav 2=1133(LC 1), 8=1133(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1892/1403, 3-4=-1691/1301, 4-5=1484/1204, 5-6=-148411204, 6-7=-1691/1300, 7-8=-1893/1403 BOT CHORD 2-12=-1073/1659, 10-12=-1053/1671, 8-10=-1082/1654 WEBS 4-12=-373/571, 5-12=-334/307, 5-10=-334/307, 6-10=-372/571, 3-12=-326/389, 7-10=-327/388 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Extedor(2E) 2-8-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=711,8=711. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. • Design valid for use only with MTek0 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 ANSIM11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22303757 2584757 808 HIP 1 1 Job Reference (optional) icrs rusia—rue tram City, FL), Plant airy, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:52:51 2020 Page 1 ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-bH2tWg8huag6b8V6TcenyASlk3z9DtNo4YDSAgy44vg 1 4-0 3-11 4 7-0-0 11-10-11 16-9-5 21-8-0 241 12 28-8-0 30-0 0 1 4-0 3-11 4 3-0-12 4-10-11 4-10-11 4-10-11 3 0. 2 3-11-4 1-4-0 6x12 MT20HS = 6x12 MT20HS = 3x4 = 3x4 = t 23 5 6 24 25 7 4x6 = 3x4 = 6x8 = 4x10 MT20HS = 6x8 = 3x4 = 46 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 LumberDOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2020frP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-7: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=172(LC 7) Max Uplift 2=-1177(LC 8), 9=-1731(LC 8) Max Gram 2=1690(LC 1), 9=2353(LC 2) 3x4 = 28-8-0 Scale = 1:51.5 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TC 0.87 Vert(LL) 0.4512-14 >756 240 MT20 2441190 BC 0.83 Vert(CT) -0.4612-14 >745 180 MT20HS 187/143 WB 0.72 Horz(CT) 0.15 9 n/a n/a Matrix -MS Weight: 149 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-6-4 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3217/2156, 3-4=-3030/2059, 4-5=-3453/2447, 5-6=-4441/3145, 6-7=-5041/3579, 7-8=-4590/3278,8-9=-4721/3355 BOT CHORD 2-16=1780/2899, 15-16=-1608/2711, 14-15=-2557/3958, 12-14=-3212/4855, 11-12=-2714/4110, 9-11=-2845/4183 WEBS 4-16=25/267, 4-15=-895/1253, 5-15=-1050/819, 5-14=-561/853, 6-14=-730/632, 6-12=-239/404, 7-12=-970/1914, 7-11=-250/627 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=4011; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) , 2=1177, 9=1731. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 88 lb down and 147 lb up at 19-6-15, and 114 lb down and 202 lb up at 21-8-0 on top chord, and 1723 lb down and,972 lb up at 18-8-12, and 66 lb down at 19-6-15, and 390 lb down and 252 lb up at 21-6-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. �10) in the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 0 A Iv 0 December 29,2020 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 mv. 5/19/2020 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 passible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Dty Ply 2584757 808 HIP 1 1 T22303757 n..;IA .� ri,�fc..••...,, rou.... Job Reference o tional • . • ••-• •• ^, • - - ���� • o.•fau s rvuv ou Zulu ml i eK Inaustnes, Inc. I ue Dec 29 13:52:51 2020 Page 2 ID:?1YDfilmYJ1 NmupVDA3te2z4H2S-bH2tWg8huag6b8V6TcenyASlk3z9DtNo4YDSAgy44vg LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-7=-54, 7-10=-54, 17-20=-20 Concentrated Loads (lb) Vert:12=-1610(B) ® WARNING - verify, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 Mirek` 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 ANSIfTP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safetyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply 2584757 TC1U Jack -Open 11 1 T22303758 Job Reference (optional) �ou,ce tram �.Ly, r�/, Rant city, rL - oo0or, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:52:53 2020 Page 1 ID:YARgCUh M7owkVEMpPNjefGzAwvz-XfgdxMAxQB4grSeUb1 hF1 bXEtsrghy35YsiYEZy44ve 1 4-0 0-11-4 1-4-0 0.11-4 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 FBC2020/rP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-3(LC 1), 2=-226(LC 12), 4=-15(LC 1) Max Grav 3=23(LC 12), 2=158(LC 1), 4=51(LC 12) Scale = 1:7.6 CS]. DEFL, in (loc) I/deft L/d PLATES GRIP TC 0.26 Vert(LL) 0.00 5 >999 240 MT20 244/190 BC 0.05 Vert(CT) 0.00 5 >999 180 WB 0.00 Horz(CT) 0.00 4 n/a n/a Matrix -MP Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Ezp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=226. December 29,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 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 Mirek` 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 BCSI Building Component 6904 Parke East Blvd. Safefy Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22303759 2584757 ClA JACK -OPEN 1 1 --- - Job Reference (optional) -- --- -•--- -- r •-• •• -••,• -n •�• • .,,v, o."OU s INUV oU cucU Mi i ex maustrles, Inc. I ue Uec zu l"J:b2:b41UZU Pagel ID:lwO21 XC-HmZ6QV2eJF3BG5zTVtg-?sj?8iBZBVCgSbDh9kCUZp4TTGBYQPJ En WS6n?y44vd 0 11-4 0-11-4 2x4 = 0-11-4 0-11-4 Scale = 1:6.9 Plate Offsets (X Y)- r1:0-1-4 Edge] 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 0.01 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix -MP Weight: 3 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=29(LC 12) Max Uplift 1=-11(LC 12), 2=-20(LC 12), 3=-8(LC 12) Max Grav 1=35(LC 17), 2=22(LC 17), 3=17(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. December 29,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rov. 5/1012020 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 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 ANS1/TP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safetylntormagon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type City Piy Tclups T22303760 2584757 JACK -OPEN 4 1 Jab Reference (optional) ce (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:63:01 2020 Page 1 ID:71 YDfitmYJ1 NmupVDA3te2z4H2S-ICefc5GyYe4hogG 13ig7LHsbs5ZUYa2GO5e_W5y44vW -1.4.0 0-11.4 1-4-0 0-11-4 Scale = 1:7.6 I q Il 1 m 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 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=0-4-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-6(LC 9), 2=-246(LC 12), 4=-23(LC 17) Max Grav 3=17(LC 12). 2=158(LC 1), 4=37(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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-M tall by 2-M wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=246. December 29,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 andfor 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 ANSYTPl1 Quality Criteria, DSB•89 and BCS1 Building Component 6904 Parke East Blvd. Safefyinformagon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22303761 2584757 C1V Jack -Open 2 1 _­ Job Reference (optional) (riani Chy, FL). Plant city, hL-J=b1, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:53:03 2020 Page 1 ID:zmbLkv5ELIDtgyehSMn ND7z4_Wx-Eam P1 n HD4GLP2_PPA7sbRixyMuFBOUXZrP74bzy44vU -1-4-0 0-11-4 1-4-0 0-11-4 Scale =1:7.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Cade FBC2020ITPI2014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-4(LC 9), 2=-210(LC 12), 4=-14(LC 1) Max Grav 3=17(LC 12), 2=158(LC 1), 4=41(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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-M wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=210. . December 29,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. OF 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 ANSI?PI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply ]Truss T22303762 2584757 C3 JACK -OPEN g 1 Job Reference (optional) ounuers rnsiauurue Oani Giry, FL), iani City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:53:04 2020 Page 1 I D:zm b Lkv5ELI DtgyehS Mn N D7z4_Wx-j n Kn E61 rgZTGfB_ckrN gzvU75la Clxnj43te7Qy44vT -1-4-0 2-11-4 1-4-0 2-11-4 LOADING (psf) SPACING- 2-M 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 FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-73(LC 12), 2=-245(LC 12), 4=-45(LC 9) Max Grav 3=62(LC 17), 2=195(LC 1), 4=49(LC 3) Scale = 1:12.7 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.26 Vert(LL) 0.01 4-7 >999 240 MT20 2441190 BC 0.12 Vert(CT) -0.01 4-7 >999 180 WB 0.00 Horz(CT) -0.00 3 n/a n/a Matrix -MP Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extefior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=245. December 29,2020 A WARNING -Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must vedfy, 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 busses and truss systems, see ANSIM11 Qualify Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safefy Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22303763 2584757 C3A JACK 1 1 Job Reference o tional -..... ..,.,.------ 1, 1 ..,,. ,.r, -r, , ,a,,. ,.y, I I - .i.i.i , 2x4 = 2-11-4 o*y s rvuv ou cucu.mi i en muusuros, mc. i ue uec zS _i a:oa:uo zuzu rage 1 ID:?l YDfltmYJ1 NmupVDA3te2z4H2S-Bzu9SSJTblb7H IZolYv3W71 K2iuMUOl s IjcBgsy44vS 3 Scale: LOADING (psf) SPACING- 2-0-0 CSI, DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 3-6 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.01 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 9 lb FT = 20 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=89(LC 12) Max Uplift 1=-36(LC 12), 2=-77(LC 12), 3=-6(LC 12) Max Grav 1=108(LC 17), 2=78(LC 17), 3=51(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE_ USE. Design valid for use only with MTekID connectors. This design Is based only upon parametersshown, 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 ANSI/TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply TC'3uCS T22303764 2584757 JACK -OPEN 1 1 Job Reference (optional) omrucrs nrsrauurce trianr City, rLl, lam City, FL - 33ob t, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:53:14 2020 Page 1 I D:zm b Lkv5ELl DtgyehS Mn N D7z4_W x-QixZLXQ6 Uej rs gIXKxZBNOvn I Kt45QTBNd IAUry44vJ -1-4-0 2-11-4 1-4-0 2-11-4 Scale=1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/den L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.47 Vert(LL) 0.00 5-6 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) 0.00 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.05 4 n/a We BCDL 10.0 Code FBC2020rrP12014 Matrix -MP Weight: 13lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 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) 4=Mechanical, 5=Mechanical, 6=0-3-8 Max Horz 6=152(LC 12) Max Uplift 4=-115(LC 1), 5=-150(LC 1), 6=-667(LC 12) Max Grav 4=146(LC 12), 5=208(LC 12), 6=549(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 2-6=-109/303 WEBS 3-6=-278/602 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 4=115, 5=150, 6=667. December 29,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, 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?P/i Quality Crlterla, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty T22303765 2684757 C3P JACK -OPEN IP�.I]Job 3 Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:53:18 2020 Page 1 ID:71 YDfItmYJ1 NmupVDA3te2z4H2S-ITA4AvTdXtEH LH31Znd7Ys3VZxKW 1 GFm IFGNdcy44vF -1-4-0 2-11-4 1-4-0 ' 2-11-4 1 Scale = 1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.25 Vert(CT) 0.02 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a rile BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-73(LC 12), 2=-245(LC 12), 4=-45(LC 9) Max Grav 3=62(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Ekp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=245. December 29,2020 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 5/19/2020 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 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?PN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type OlyPly TC3V T22303766 2584757 Jack -Open 2 1 Job Reference (optional) irstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:53:30 2020 Page 1 I D:zm b Lkv5ELl DtgyehSMn N D7z4_Wx-ynuci?c9jZkan7_b G Irx 1 OZZYnSDrh DY26AO2vy44v3 -1-4-0 2-11-4 1-0-0 2-11-4 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 FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-67(LC 12), 2=-174(LC 12) Max Gram 3=72(LC 17), 2=195(LC 1), 4=49(LC 3) Scale = 1:12.7 CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0.26 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 BC 0.13 Vert(CT) -0.01 4-7 >999 180 WB 0.00 Horz(CT) 0.00 3 n/a n/a Matrix -MP Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=174. December 29,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II.7473 rev.5/1g/2020 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 ANSI/rPlf Quality Criferfa, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 IL L Job Truss Truss Type Qty Ply T22303767 2584757 C5 JACK -OPEN 9 1 Job Reference (optional) 0.9JU 5 r40V JU LULU MI I eK mouscnes, Inc. I ue uec zu 13:o3:36 zu2D Vage 1 ID:zmbLkv5ELlDtgyehSMn ND7z4_Wx-nxGty3hvlPVjV2RIcZyLGfpXICPPFPiQR2dKFZy44uz -1.4-0 4-11-4 1-4-0 3x4 = Scale = 1:17.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.07 4-7 >897 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.06 4-7 >913 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 18 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-128(LC 12), 2=-196(LC 12) Max Grav 3=133(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Intedor(1) 2-8-0 to 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=128, 2=196. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 29,2020 -- WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/10/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chard 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?PN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply T22303768 2584757 C5A JACK 1 1 Job Reference (optional) ce (Plant City, FL), Plant City, FL - 33567, 3x4 = 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:53:42 2020 Page 1 ID:?1 YDfItmYJ1 NmupVDA3te2z4H2S-b5d9D6mguFFtDzuvzp3l Ww3XBcRUf7BJpz4eSDy44ut 4-11-4 4-11-4 Scale = 1:16.9 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.08 3-6 >749 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.55 Vert(CT) 0.06 3-6 >958 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 16 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=151(LC 12) Max Uplift 1=-63(LC 12), 2=-138(LC 12), 3=-3(LC 12) Max Grav 1=184(LC 17), 2=137(LC 17), 3=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-0-0 to 4-0-0, Extedor(2R) 4-0-0 to 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except Qt=lb) 2=138. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 29,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall _ building design. Bracing indicated Is to prevent buckling of Individual truss web andlor chord members only. Additional temporary and permanent bracing WOW 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 Qualify Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty ply 2584757 CSV Jack -Open 2 1 T22303769 Job Reference (optional) t ,a, , ry, �/, an, v ny, r� - o00o r, 6.43U S Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:53:47 2020 Page 1 ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-y2Q2Gpgpint9JlnslNfwD mOtd9JKNR2zFoP8Qy44uo -1-4-0 4-11-4 1-0-1 4-11.4 1i 3X4 i Scale = 1:17.6 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 0.60 Vert(LL) 0.07 4-7 >818 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.07 4-7 >882 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC20201rP12014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-133(LC 12), 2=-188(LC 12) Max Grav 3=134(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extericr(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=133, 2=188. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTeh® 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 applicabilityof 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 Welk" 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/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Tuss Truss Type Qty P T22303770 TJob 2584757 P JACK -OPEN 2 Reference (optional) (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:53:56 2020 Page 1 ID:oQYcScV2rRC1 CVlri8VdCAz3w34-BnTR9uxSbYOtu7zbnmJl4teuXGBOxSfM19TOyPy44uf -1-4-0 5-0-0 1 4-0 5-0-0 Scale=1:17.8 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.14 4-7 >429 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) 0.12 4-7 >490 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=216(LC 12) Max Uplift 3=-147(LC 12), 2=-302(LC 12), 4=-82(LC 12) Max Grav 3=121(LC 17), 2=264(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Extedor(2R) 2-8-0 to 4-11-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=147, 2=302. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 29,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/18r2020 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?PH Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 C I t Job Truss Truss Type City Ply T22303771 2584757 E7 JACK -OPEN 41 1 Job Reference (optional) ce (Rani coy, FL), mant ury, t-L. - JJbb /, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:54:01 2020 Page 1 I D:YARq CUh M7owkV EMp PNjefGzAwvz-YI G KCc_b P4eA?urZa J vCnxLi G Hr3cj u6 B RBg dcy44ua -1 -' 7-0-0 10 -4-0 7-0-0 I 3x6 = Scale = 1:23.1 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 0.93 Vert(LL) 0.22 4-7 >376 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.86 Vert(CT) -0.21 4-7 >390 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=-195(LC 12), 2=-217(LC 12) Max Grav 3=198(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 jive 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=195, 2=217. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 29,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 < k . Job Truss Type Qty Ply TE7V T22303772 2584757 Jack -Open 4 1 Job Reference (optional) 1-4-0 �1 u 3x6 ."I i um 11 IuuSulub, 111u. 1 ue Ue0 za-13:09:U4 zuzu rage 1 pPNjefGzAwvz-yJyTgd1 Ui?OlsMa8FRSvPZzCkUs5p3eYtPPpExy44uX ID:YARqCUhM7ow \Wh A �5 N Scale = 1:22.9 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. In (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.23 4-7 >356 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.22 4-7 >378 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=-200(LC 12), 2=-210(LC 12) Max Grav 3=200(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extericr(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 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) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 tali by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Qt=lb) 3=200,2=210. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 29,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use onlywilh 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 MiTek' 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 ANSI/rP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 t " b Job Truss Truss Type Qty Ply T22303773 2584757 G01 COMMON 1 1 Jab Reference (optional) ers FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:54:06 2020 Page 1 ID:7mbLkv5ELlDtgyehSMnND7z4_Wx-ui4DFJ2kEdHT5gkW MsVNU_2g8HbRHw?0auwlgy44uV -1-4-0 5-9-1 11-4-0 16-10-15 22-8-0 24-0-0 1 4-0 5-9-1 5-6-15 5-6-15 5-9-1 1-4-0 Scale = 1:40.7 4x6 = Iq 0 3x6 = 3x4 = 3x4 = 3x4 = 3x6 = 8-10-7 4-11-2 8-10-7 Plate Offsets (X,Y)-- [2:0-0-4 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.14 8-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.30 8-16 >914 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -AS Weight: 106 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=260(LC 11) Max Uplift 2=-586(LC 12), 6=-586(LC 12) Max Grav 2=911(LC 1). 6=911(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1434/1111, 3-4=-1201/962, 4-5=-1201/962, 5-6=-1434/1111 BOT CHORD 2-10=-823/1314, 8-10=-381/846, 6-8=-845/1256 WEBS 4-8=-270/450, 5-8=-401/478, 4-10=-270/449, 3-10=-400/478 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-4-0, Extedor(2R) 11-4-0 to 15-4-0, Interior(1) 15-4-0 to 24-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 (jt=lb) 2=586,6=586. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 29,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 mv. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, 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 ANSI/rill Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 L -.4 Job Truss Truss Type Qty Ply T22303774 2584757 H1 Diagonal Hip Girder 1 1 __--_ Job Reference (optional) Z,G „ZGUrCE t ,d„, Ly, 1, ridre i ny, r� - ooaor, 6.43U S NOV 3U 2U2U Mi I ek Industries, Inc. Tue Dec 29 13:54:10 2020 Page 1 ID:?1 YDfItmYJ1 NmupVDA3te2z4H2S-nTJk5h5ElrnuaH1 HbiZJegDOUv6sDn7QFKs7Sby44uR -1-10-10 2-4-4 1-10-10 2-4-4 Scale = 1:9.4 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 0.32 Vert(LL) -0.01 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=113(LC 8) Max Uplift 2=-239(LC 8) Max Grav 3=32(LC 8), 2=228(LC 1), 4=49(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 2-4-4 oc pudins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=239. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 lb down and 9 lb up at 1-5-12, and 51 lb down and 9 lb up at 1-5-12 on top chord, and 11 lb up at 1-5-12, and 11 lb up at 1-5-12 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, 4-5=-20 December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5119/2020 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 �1• 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 budding of individual truss web andfor chord members only. Additional temporary and permanent bracing M 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 A1VSI/TPI1 Quality Crlterfe, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 4 1. Job Truss Truss Type Qty ply 2584757 HSP DIAGONAL HIP GIRDER 2 1 T22303775 Job Reference o tional Builders mrstauurue tyrant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:54:14 2020 Page 1 ID:oQYcScV2rRC1 CVlri8VdCAz3w34-fFZFx28IL4HK3uL3gXeFpgO3BWO09afOAygLbMy44uN -1-10-10 4-2-5 7-0-14 1-1Fi 4-2-5 2-10.9 Scale=1:17.6 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (too) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.12 6-9 >723 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) 0.12 6-9 >667 180 BCLL 0.0 Rep Stress [nor NO WB 0.09 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MP Weight: 29 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) 4=Mechanical, 2=0-5-11, 6=Mechanical Max Horz 2=216(LC 8) Max Uplift 4=-49(LC 8), 2=-448(LC 8), 6=-240(LC 8) Max Grav 4=79(LC 13), 2=323(LC 1), 6=118(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 2-6=-276/167 WEBS 3-6=-191/316 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf, h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=448, 6=240. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 60 lb up at 1-5-12, 3 lb down and 60 lb up at 1-5-12, and 5 lb down and 84 lb up at 4-3-11, and 34 lb down and 135 lb up at 4-3-11 on top chord, and 11 lb up at 1-5-12, 11 lb up at 1-5-12, and 5 lb down and 4 lb up at 4-3-11, and 94 lb up at 4-3-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 3=60(B) 12=69(F=-5, B=74) December 29,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/10l2020 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 ANSUTP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 f )4 r Job Truss Type Qty Ply 2584757 FH7 DIAGONAL HIP GIRDER 5 1 T22303776 Job Reference o tional t ,arK ny, Ll, rmnr Uiy, FL - 33567, 8.43U s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:54:20 2020 Page 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-UOwWB6DWxw1 UnpoCBolf2xd40xQiZD2vYuHfoOy44uH -1-10-10 5-2-5 9-10-13 1-10-10 5-2-5 4-8-8 LOADING (psf) SPACING- 2-0-b CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 TCDL 7.0 LumberDOL 1.25 BC 0.46 BCLL 0.0 Rep Stress Incr NO WB 0.36 BCDL 10.0 Code FBC2020lrP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-11-5, 5=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=-147(LC 8), 2=-349(LC 8), 5=-178(LC 9) Max Grav 4=124(LC 1), 2=517(LC 1), 5=330(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-765/459 BOT CHORD 2-7=-524/693, 6-7=524/693 WEBS 3-7=-26/286, 3-6=-751/568 Scale = 1:22.7 3x4 = DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.04 7-10 >999 240 MT20 244/190 Vert(CT) -0.07 6-7 >999 180 Horz(CT) 0.01 5 n/a n/a Weight: 43 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 7-11-0 cc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Gt=lb) 4=147, 2=349, 5=178. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 Ib down and 18 Ib up at 1-5-12, 64 Ib down and 18 Ib up at 1-5-12, 5 Ib down and 100 Ib up at 4-3-11, 5 Ib down and 100 Ib up at 4-3-11, and 37 Ib down and 155 Ib up at 7-1-10, and 37 Ib down and 155 Ib up at 7-1-10 on top chord, and 41 Ib up at 1-5-12, 41 Ib up at 1-5-12, 5 Ib down and 54 Ib up at 4-3-11, 5 Ib down and 54 Ib up at 4-3-11, and 29 Ib down at 7-1-10, and 29 Ib down at 7-1-10 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: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 13=-75(F=-37, B=-37) 15=-10(F=-5, B=-5) 16=-57(F=-28, B=-28) December 29,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 mv.511012020 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 ANSUTPl1 Quality Criteria, DSB-09 and BCSI Building Componeni 6904 Parke East Blvd. Safetyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 { )L S, Job Truss Type Qty Ply 7H7V T22303777 2584757 Diagonal Hip Girder 1 1 Job Reference o tional t��r• 1, .,ny, .. - 000er, 0.4sU s NOV 3U 2U2u mi I eK Inoustnes, Inc. I ue Dec 29 13:54:28 2020 Pagel ID:zmbLkv5ELlDtgyehSMnND7z4_Wx-FxPYtrJX2N2Lk2PIfUuXNdzN I95kRox408D44Yy44ug -1-10-10 4-5-11 9-10.13 1-10-10 4-6-11 5-5-2 Scale=1:22.6 4 N N N N A N n 3x4 0-0-3 4-5-8 5-5-2 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Ydefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.10 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.16 6-7 >737 180 BCLL 0.0 Rep Stress Incr NO WB 0.55 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MS Weight: 42lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-9-10 oc bracing. WEBS' 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 2=0-8-0 Max Horz 2=278(LC 8) Max Uplift 4=-182(LC 8), 5=-101(LC 9), 2=-283(LC 8) Max Grav 4=162(LC 1), 5=261(LC 1), 2=418(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1087/718 BOT CHORD 2-7=-681/1020, 6-7=-702/1029 WEBS 3-6=-1004/681 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=182, 5=101, 2=283. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 50 lb up at 1-5-12, 60 lb down and 50 lb up at 1-5-12, 7 lb down and 103 lb up at 4-3-11, 7 lb down and 103 lb up at 4-3-11, and 38 lb down and 159 lb up at 7-1-10, and 38 lb down and 159 lb up at 7-1-10 on top chord, and 48 lb up at 1-5-12, 48 lb up at 1-5-12, 1 lb down and 15 lb up at 4-3-11, 1 lb down and 15 lb up at 4-3-11, and 29 lb down and 6 lb up at 7-1-10, and 29 lb down and 6 lb up at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-4=-54, 5-6=-20 Continued on page 2 December 29,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTekl7 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 ANSUTP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety lnformatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22303777 2584757 H7V Diagonal Hip Girder 1 1 Jab Reference (optional) t�n Y. o.yau s Nov ou zuzu mi I eK inoustnes, Inc. I ue Llec 29 13:54:28 2020 Page 2 ID:zm bLkv5ELI DtgyehSMn N D7z4_Wx-Fx PYtrJX2 N 2 Lk2 PIf UuXNdzN 195k Rox4O8 D44Yy44u9 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=32(F=16, B=16) 7=-2(F=-1, B=-1) 11=38(F=19, B=19) 12=-77(F=-38, B=-38) 13=54(F=27, B=27) 14=-55(F=27, B=-27) WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. SI10/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parametersshown, 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 ANSIM11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 r 4 b Job Truss Truss Type Qty Ply T22303778 2584757 J01 Hip Girder 1 1 Job Reference (optional) ers rnsrauurce triani Ciiy, FL), Plant Chy, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:54:29 2020 Page 1 ID:zmbLkv5ELIDtgyehSMnND7z4_Wx j7zw4BK9phACMC_xDBPmwrWZZQpALWDdnzed-r44u8 1,_, 1-10-4 5-M 5-8-1 8-9-12 10-81 12 O-1 1-4-0 1-10-4 3-1-12 0-8-1 3-1-11 1-10.4 1-4-0 Scale=1:21.7 5x8 = 17 18 3x6 11 3x4 = 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 FBC2020rrP12014 CSI. TC 0.84 BC 0.78 WE 0.15 Matrix -MS DEFL. in Vert(LL) 0.23 Vert(CT) 0.20 Horz(CT) -0.01 (loc) I/deft Ud 8-9 >458 240 8-9 >533 180 6 rile n/a PLATES GRIP MT20 2441190 Weight: 44 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 6-5-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-4-0, 10=0-3-8 Max Harz 10=134(LC 7) Max Uplift 6=-620(LC 8), 10=-957(LC 8) Max Grav 6=457(LC 1), 10=702(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-340/635, 3-4=-452/684, 4-5=-403/611, 5-6=-412/602 BOT CHORD 2-10=-618/342, 9-10=-508/342, 8-9=-508/342, 6-8=-508/342 WEBS 3-10=381/499, 4-9=-327/213 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. ,�it,i r#T0., :. 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 in chord 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 atjoint(s) except Qt=lb) 6=620, 10=957. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 41 lb down and 216 lb up at << ; ,.. L•.-_ 7k, 5-0-0, and 46 lb down and 125 lb up at 5-8-1 on top chord, and 69 lb down and 181 lb up at 5-0-0, and 69 lb down and 181 lb up at -.i 5-7-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. ::. '0"l 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front F or back B . r o- LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1 �j'•,_S .' d� Ja[v;A I -7 54, 11-14=-20 Concentrated Loads (lb) Vert: 9=-24(F) 17=41(F) 18=-46(F) 19=-69(F) 20=-45(F) Walt%rP Fton°QENa,72839, _ December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5l1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, 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 ANSI1TP/1 Quality Criteria, DSB-09 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 i � s Job Oty Ply 2584757 :7:��M�ONOTRUSS 1 1 T22303779 a, ; ae,- �; - Job Reference o tional a t an Ry, F"/, Mara city, FL - oaaor, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:54:30 2020 Page 1 ID:71 YDfltmYJ1 NmupVDA3te2z4H2S-BKXI H W Lna_I3_MZ7mvw7S22gMzvNvm2NrRiB9Ry44u7 3-7-8 7-0-0 3-7-8 3-4-8 -1 2x4 11 46 = 3x8 11 5x6 = 1.5x8 STP = Scale = 1:24.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.02 4-5 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.18 Vert(CT) -0.02 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 44 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 2x8 SP 240OF 2.0E except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 4=Mechanical Max Horz 1=213(LC 8) Max Uplift 1=-264(LC 8), 4=-1186(LC 8) Max Grav 1=515(LC 13), 4=2030(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-914/490 BOT CHORD 1-5=-582/832, 4-5=-582/832 WEBS 2-5=-357/677, 2-4=-940/657 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=264, 4=1186. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1641 lb down and 864 lb up at 6-4-12, 132 lb down and 69 lb up at 2-5-1, and 230 lb down and 121 lb up at 5-0-0, and 194 Ito down and 109 lb up at 4-5-1 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 (pig Vert: 1-3=-54, 1-4=-20 Concentrated Loads (lb) Vert: 8=-123(F) 10=-215(F) 11=-1533(F) December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 )" Job Truss Qty PlyT22303780 FHrussType 2584757 M02 ip Girder 1 1 Job Reference (optional) ce triant Ciiy, FL), Piani ury, FL - 33bbr, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:54:35 2020 Page 1 ID:?1 YDfltmYJ1 NmupVDA3te2z4H2S-YHKBLEPwPXwL47S5ZSWA96lh4_Yaa2O6?)Qygey44u2 1-8-8 2-61 1-8-8 0-10-0 3 2x4 I[ 3x4 = Scale = 1:8.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.01 5-8 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.50 Vert(CT) -0.01 5-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix -MP Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=0-8-0, 4=Mechanical Max Horz 1=68(LC 7) Max Uplift 1=-292(LC 8), 4=-209(LC 5) Max Grav 1=606(LC 1), 4=421(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-639/310 BOT CHORD 1-5=-293/586, 4-5=-1771325 WEBS 2-5=-306/660, 2-4=-539/271 Structural wood sheathing directly applied or 2-6-8 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=292, 4=209. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 10 lb down at 2-4-12 on top chord, and 851 lb down and 409 lb up at 0-11-4, and 4 lb up at 1-8-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. T) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 4-6=-20 Concentrated Loads (lb) Vert: 3=-2(B) 9=-851(F) 10=4(B) December 29,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/10/2020 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/TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Type City Ply TPB 2584757 VALLEY 4 1 Job Reference (optional) (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:54:39 2020 Page 1 ID:?l YDfitmYJ1 NmupVDA3te2z4H2S-R2ZiAbSRTIRnZklsola6KywLYb?M Wt5iwL09zPy44u_ 8-8-0 4-4-0 Scale = 1:16.2 4x6 = TOP CHORD UNDER PIGGYBACKS 6 TO BE LATERALLY BRACED BY 3x6 = 2x4 II PURLINS AT 2-0-0 OC. MAX. 3x6 = TYPICAL. 4-4-0 8-8-0 44-0 4-4-0 Plate Offsets (X,Y)— [2:0-5-12,0-0-01, [4:0-5-12 0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.13 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-P Weight: 27 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 8-8-0. (lb) - Max Harz 1=-82(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 1=-128(LC 17), 2=-264(LC 12), 4=-264(LC 12) Max Grav All reactions 250 lb or less at joints) 1, 5, 6 except 2=319(LC 17), 4=302(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-133/259 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except Qt=lb) 1=128, 2=264, 4=264. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 4, 6. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 511912020 BEFORE USE. �• Design valid for use only with MTeW connectors. This design is based only upon parametersshown, 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 andfor chord members only. Additional temporary and permanent bracing M 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22303782 2584757 P132 VALLEY 2 1 Job Reference (optional) FlrstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:54:43 2020 Page 1 ID:?1YDfltmYJ1 NmupVDA3te2z4H2S-JgpDOzVxW_xD1 L3dl7f2Uo4OXCMISh5HrcMN5Ay44tw 4-0-0 4-4-0 4-8-0 8-8-0 4-0-0 0-4-0 0-4-0 4-0-0 ! Scale = 1:16.5 4x6 = 3x6 = 2x4 11 3x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL %0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.36 BC 0.13 WB 0.08 Matrix-P DEFL. in Vert(LL) n/a Vert(CT) , n/a Horz(CT) 0.00 (loc) Ildeft L/d n/a 999 n/a 999 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 8-8-0. (lb) - Max Horz 1=82(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 1=-128(LC 17), 2=-264(LC 12), 4=-264(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 5, 6 except 2=319(LC 17), 4=302(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-133/259 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except Qt=lb) 1=128, 2=264, 4=264. 8) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 2, 4, 6. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. December 29,2020 ® WARNING - Vorify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 andlor 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 ANSIM11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type city Ply TPB3 T22303783 2584757 VALLEY 2 1 Job Reference (optional) Builders FirstScurce (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:54:47 2020 Page 1 ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-Cb2jsKYSaDReWzM0Gzk_eeFjypj8OU6tmbKbEyy44ts 2-0.0 4-4-0 6-8.0 8-8-0 2-0-0 2-4-0 2-4-0 2-0-0 3x4 = 3x8 11 3x4 = 6.00 12 3 9 4 10 5 2x4 = 2x4 = Scale=1:16.5 O LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) -0.01 7 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix-S Weight: 24 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. All bearings 8-8-0 (lb) - Max Horz 1=35(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2 except 8=-142(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 1, 7, 2 except 8=283(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-199/367, 3-4=-192/367, 4-5=-192/367, 5-6=-192/370 BOT CHORD 2-8=-258/148, 6-8=-258/148 WEBS 4-8=-218/469 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpj=0.18; MWFRS (directional) and C-C Exterior(2E) 0-3-15 to 2-0-0, Exterior(2R)2-0-0 to 6-0-0, Interior(1) 6-0-0 to 6-8-0, Extedor(2E) 6-8-0 to 8-4-1 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2 except Qt=lb) 8=142. 9) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 2, 8. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. December 29,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. OF Design valid for use only with MTek® connectors. This design is based only upon parametersshown, 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 ANS11TPll Quality Criteria, DSB-89 and SCSI Building Component 69D4 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 14-1 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. Ole For 4 x 2 orientation, locate plates 0- 'I+9' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 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 ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 0 It O 2 U EL O F- 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 [CC -ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTeka MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 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 purlins 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 ANSIrrPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.