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HomeMy WebLinkAboutTRUSS258 Southhall Lane, Suite 200 GF;D Maitland, Florida 32751 81 P: (321) 972-0491 1 F: (407) 880-2304 E: info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES June 18, 2021 Building Department Ref: Adams Homes Lot: Lot 13 Blk. Ph 3 Subdivision: Fort Pierce - Waterstone Address: 8348 Amalfi Cir. Model: 2508 3CF C RHG KA # 21-4888 Truss Company: Date of drawings: Job No.: Wind Speed: Exposure: Truss Engineer: Builders First Source 6/17/21 2743073 160 C Joaquin Velez To whom it may concern, 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, 6/18/2021 Carl A. Brown, P.E. FL. # 56126 FDS Engineering Associates, A TSG Company "Your Building Code Experts" ABLO ).� �s> 4>'•° JCS • �� C E Iy S • '9 ',. v; No 878 �• ��� :• W �.• • Y A� o� S OF : •�: Luis Palil�d FL. # 8786 u1 U o b 07 2-0 7-00-00 E7 E7 E7 E7 E7 E7 E7 wall under 09T -00 E7 z D z-D 2-0 2-0 2-0 oo E7V T -00 E7V -00 E7V 3112 Vault • -00 E A • -00 E7VB E7 C1 SIMPSON CONNECTOR SCHEDULE ROOF TRUSS QT ID MODEL ROOF UPLIFT SYMBOL 0 11 A-11 LUS24 895 1490 1 LA' 0 A 11 HTU26 3600 1555 ILA 0 B HTU28 4680 2140 ILB 0 C HTU26-2 3600 2175 1 tc 0 D HTU28-2 4680 3485 1 LD 0 E 11 HGUS26-2 5320 155 1 IF 0 F HGUS28-2 7460 235 1 IF 0 G HGUS26-3 5230 155 [4095 1 tc 0 H HGUS28-3 7460 235 Dt 0 J THJA-26 9100 tJ 32 3X8NOP ❑' Reviewed and Approved ❑ Revise and Resubmit ❑ Reviewed with Notations ❑ Not Reviewed (see explanation) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner FDS ENGINEERING ASSOCIATES Date: 06/18/2021 By: ES Submittal No.: Project No.: 21-4888 Project Eng.: Luis Torres / Project Name: Adams Homes - Fort Pierce - Waterston - Lot 13 Blk Ph 3 VERIFYALLDIMENSIONSANDCIiIUNGOON0I NSPRJORTOAPPROVAL SOME OEIUNG F NG REQUIRED IN FIELD BY BUILDER MAIN W WO FORCE RESLSTING SYSTEM C-C HYBRID WIND ASCE746 IMPORTANT ENCLOSED EXPOSURE CATEGORY C OCCUPANCY CATEGORY I This Drawing Must Be Approved And WIND LOAD 160 MP N Returned Before Fabrication Will WIND IMPORTANCE FACTOR 1.00 TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD Begin. For Your Protection Cheek All NONCONCURRENT WRH ANY OTHER UVE LOADS Dimensions And Conditions Prior To Approval l Of Plan. ROOF LOADING FLOOR LOADING SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE TCLL: 20 PSF TCLL• 40 PSF BEEN ACCEPTED. TCDL- 07 PSF TCDL: 10 PSF By Date BCDL• 10 PSF BCDL 5 PSF TOTAL: 37 PSF TOTAL: 66 PSF DURATION: 1.26 DURATION: 1.0D CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI461 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (to. SHEATHING; - SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be ACoe 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: 3112 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 d'-ff-ff BUILDER: Adams Homes OJECT: Single Family MODEL: 2508 C 3CAR ADDRESS: 8348 AMALFI CIR LOT / BLOCK: 131 PH 3 SUBDIVISION: WATERSTONE CITY: FORT PIERCE DRAWN BY: KSANCHEZ JOB # : 2743073 DATE: 1 05/20/2021 1 SCALE: NTS PLAN DATE: 1 2021 REVISIONS: 1. 2. 3. 4. combining to seive you better 4408 Airport Road Plant City, FL 33663 Ph.(813) 306-1300 Fax(813) 305-1301 RE: 2743073 2508C 3CAR Site Information: Customer: Adams Homes Port St Lucie Project Name: 2743073 Lot/Block: 1.3 / PH3 Model: 2508 C 3CAR Address: 8348 AMALFI CIR Subdivision: WATERSTONE City: Fort Pierce State: FL MiTek USA, Inc. 6904- Parke East Blvd. Tampa, FL33610-4115 General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TPI2014 Design Progratn: MiTek 20/20 8.4 Wind Code: ASCE 7-16 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf . This package includes 46 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 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 T24374972 A01 6/17/2021 21 T24374992 B04 6/17/2021 2 T24374973 A01A 6/17/2021 22 T24374993 B05 6/17/2021 3 T24374974 A01B 6/17/2021 23 T24-374994 B06C 6/17/2021 . 4 T24374975. A02 6/17/2021 24 T24374995 B07C 6/17/2021 5 T24374916 A03 6/17/2021 25 T24374996 B08C 6/17/2021 6 T24374977 A04 6/17/2021 26 T24374997 B09 6/17/2021 7 T24374978 A05 6/17/2021 27 T24374998 B10 6/17/2021 8 T24374979 A06 6A 7/2021 28 T24374999 B 11 6/17/2021 9 T24374980: A07C 6/17/2021 29 T24375000 B12 6/17/2021 10 T24374981 A08C 6/17/2021 30 T24375001 C1 6/17/2021 11 T24374982 A09C 6/17/2021 31 T24375002 C3 6/17/2021 12 T24374983 A10 6/17/2021 32 T24375003 C5 6/17/2021 13 T24374984 All 6/17/2021 33 T24375004. D01 6/17/2021 14 T24374985 Al2 6/17/2021 34 T24375005 D01S 6/17/2021 15 T24374986 A13 6/17/2021 35 T24375006 D02 6/17/2021 16 T24374987 A14 6/17/2021 36 T24375007 E7 6/17/2021 17 T24374988 A15 6/17/2021 37 T24375008 E7V 6/17/2021 18 T24374989 A16 6/17/2021 38 T24375009 E7VA 6/17/2021 19 T24374990 A17 6/17/2021 39 T24375010 E7VB 6/17/2021 20 T24374991 B03 6/17/2021 40 T24375011 E7VC 6/17/2021 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision `,���t� r ►r ��� based:on the parameters provided by Builders FirstSource. (Plant City, FL). F�� �� Truss Design Engineer's Name: Velez, Joaquin ,OPQUIN ��� ��•••;C E •S; •• ��% My license renewal date for the state of Florida is February 28, 2023. F�••. '. . Florida COA: 6634 No 6 •1 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/fPI 1. These designs are based upon parameters ; `shown (e.g., loads, supports, dimensions, shapes and design codes); which were given to MiTek. Any project specific information included is for MiTek '. S T E O F : 44/ iO k � customers file reference purpose ohly,.and was not taken into account in the preparation of � < p • �' Ci •���` these designs. MiTek has not independently verified the applicability of the design • • • • • • • ��ijs/ON �� parameters or the designs for any particular building. Before use, the building' designer A� �T should verify applicability of design parameters and properly incorporate these designs. 11 into the overall building design per ANSI/TPI 1, Chapter 2.Joaquin Vol Iz PE NO.68182 MiTek USA, no. FL Cert 66 4 6964 Parke qst Blvd. Tam a FL 33610 June 17, 2021 1 of 2 Velez, Joa in p •v RE: 2743073 - 2508C 3CAR Site Information: Project Customer: Adams Homes Port St Lucie Lot/Block: 13 / PH3 Address: 8348 AMALFI CIR City, County: Fort Pierce No. Seal# Truss Name Date 41 T24375012 F01 6/17/2021 42 T24375013 H7 6/17/2021 43 T24375014 H 17 6/17/2021 44 T24375015 PB1 6/17/2021 45 T24375016 PB2 6/17/2021 46 T24375017 PB3 6/17/2021 Project Name: 2743073 Subdivision: WATERSTONE 2of2 State: FL Job Truss Truss Type Qty Ply 2508C 3CAR 0 , T24374972 2743073 A01 SPECIAL 5 1 Job Reference (optional) Builders FlrstSource (Plant city, FL), . Flant city, FL - 33b6/, 8.43U s Jun 2 ZU21 MI I eK Indusmes, Inc. Wed Jun lb 1b:Z1:14 ZUZI rage l ID:?1 YDfItmYJ1 NmupVDA3te2z4H2S-td6XEaeDpdz?l4F1 mZ7GEect_w8XF2Y_R6gOMcz5g93 1-4- 5-3.9 8-10-8 14-11-8 21-0-0 25-4.0 29.8.0 35.8.8 41-10-15 46.7-4 111 -4- 5-3-0 3-7-8 6-1-0 6-0-8 4-4-0 4-4-0 4-8.5 •4-1 Scale = 1:90.1 r' lco � 0 6.00 12 5x6 4 3x6 ST1.5xBSTP= 3 29 B-10- 19 1 2 3x4 = 18 22 21 20 3x6 46 = 2x4 11 6x8 = 3x6 i 30 5 5x6 = 3x6 = 5x6 = 6 31 _ 732 3334 B 38 39 17 16 40 3x8 = 3x8 = 35 3x6 9 5x6 m 0 10: ST1.5x8 STP = 0 36 11 °' 12 Io 0 41 15 14 42 43 13 IC9S 3x8 = 4x8 = 3x6 = 4x6 = 5-3-0 8-8-0 B-10-812-0-4 i 21-0-0 29-8-0 i 38-7-11 i 46-7-4 i -5.0 3-1-12 8-11-12 8-8-0 8-11-11 7-11-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.28 13-15 >999 240 MT20 244/190 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 Code FBC2020/TPI2014 Matrix -AS Weight: 271 lb Ft = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except` 4-21: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD BOT CHORD WEBS REACTIONS. (size) 2=0-8-0, 11=0-7-4, 21=0-3-8 Max Horz 2=419(LC 11) 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=-366/761, 3-4=-310/417, 4-5=-1385/843, 5-6=-1837/1250, 6-7=-1583/1214, 7-8=-1878/1327, 8-9=-2133/1362, 9-10=-3023/1620, 10-11=-3266/1758 BOT CHORD 2-22=-644/251, 21-22=-644/251, 19-21 =-1 949/939, 4-19=-1946/916, 16-18=-696/1623, 15-16=-712/1787, 13-15=-1133/2318, 11-13=-1452/2869 WEBS 4-18= 596/1610, 5-16=-17/251, 6-16=-228/615, 7-16=-449/289, 8-15=-283/664, 9-15=-784/566,'9-13=-91/585, 10-13= 337/344, 5-18=-779/542, 3-22=-547/217, 3-21=-402/888 Structural wood sheathing directly applied, except 2-0-0 cc purlins (4-3-0 max.): 6-8. Rigid ceiling directly applied. Except: 3-9-0 cc 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 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, 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. Sr TIN 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 = I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 492 Ib uplift at joint 2, 911 lb uplift at 'joint 11 and 1146 lb uplift at joint 21. 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. Joaquin Velez PE No.68182 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MiTek USA, Inc: FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 0 WARNING - Verity 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 property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPlr Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Tampa, FL 36610 Job Truss Truss Type City Ply 2508C 3CAR T24374973 2743073 A01A SPECIAL 1 r 1 Job Reference (optional) Iduitoers t-irst5ource (mant a ity, rt_), mant tiny, t-L - asbbf, a.4,5u s uun a eue t tvn I eK rnuusures, mu. vveu uun to to:e i; i u ewe i rnye i ID:?1YDfItmYJ1 NmupVDA8te2z4H2S-pOEHfFgTLEDjGNPPt_9kJ3hDCktyj_THvCi97RUz5g91 1-4• 6-1-9 7 2-1 9-7-11 14-11-6 21-0-0 25-4-0 29-8.0 35-8-6 41-10-15 46-7-4 8-0- •4- - 6-1-6 -1- 2-4-15 5-3-12 6-0.8 4-4-0 4.4.0 6-0-8 4-9-5 -4-1 Scale = 1:90.1 !t 5x8 i 6 5 3x4 II 2x4 4 ST1.5x8 STP = 303 1 co 1 2 .4x6 = 38 23 22 46 = 6x8 = 6.00 12 3x6 -�- 31 7 5x6 = 3x6 = 5x6 = 8 32 933 3435 10 20 39 40 19 18 41 3x6 = 4x8 = 3x8 = 36 3x6 11 42 17 16 43 44 15 3x8 = 4x8 = 3x6 = 5x6 12 ST1.5x8STP= 37 4x6 = 13 m 14 to O I9 N 7-2-12 i 6-1-8 6-a•8 i 12-1-7 21-0-0 29-8-0 i _ 38-7-11 46-7-4 6-1-8 0- -0 4-10-11 8.10-9 N.-O 8-11-11 7-11-9 0-11.4 Plate Offsets (X,Y)--[8:0-3-0,0-2-01,[10:0-3-0,0-2-01[12:0-3-0,0-3-0],[23:0-3-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.30 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.52 15-17 >931 180 BCLL 0.0 Rep Stresslncr YES WB 0.50 Horz(CT) 0.12 13 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight:-270 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except BOT CHORD 2x4 SP No.2 *Except* 2-0-0 oc purlins (4-0-4 max.): 8-10. 4-23: 2x4 SP,No.3, 13-16,16-19: 2x4 SP No.i BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 3-8-0 oc bracing: 21-23 WEBS 1 Row at midpt 7-18, 9-18, 9-17, 1.1-17, 6-21 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=-2494/1501, 7-8=-2223/1472, 8-9=-1949/1420,9-10=-2084/1462,10-11=-2362/1515,11-12= 3249/1770, 12-13=-3485/1901 BOT CHORD 2-23=-376/122, 21-23= 2052/907, 4-21=-266/201, 20-21 =-1 035/2162, 18-20=-1086/2397, 17-18=-881/2123, 15-17=-1266/2521, 13-15=-1578/3063 WEBS 7-18=-416/405, 8-18=-323/768, 9-18=-343/212, 10-17=-349/783, 11-17=-782/563, 11-15=-93/584, 12-15=329/340, 3-23=-169/344, 6-20=0/394, 6-21=-2730/1189 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. ss TAs 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 379 lb uplift at joint 2, 968 lb uplift at joirMt 13 and 1082 lb uplift at joint 23. 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. Joaquin Velez PE No.66192 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MiTek USA, Inc.. FL Cert 6634 6904. Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITE 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 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 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 Oty Ply 25OBC 3CAR r T24374974 2743073 A01B HIP 1 1 Job Reference (optional) t3uuders FirstSource (Plant City, FL), mans tatty, M - 33567, 8.430 s dun 2 2021 MiTek ex Industries, Inu. Vveu dun 16 15;2 t: r8 2021 rage 1 ID:YuAL)Bcri P W Cx6RhnN P_DwTzU6L_-I PM23xhjtsTRW hZo?PCCOUmakYXMBnxaMkeEVNz5g9? 1-4- 4-3-6 8.0-5 14-6-3 21-0-0 25.4-0 29-B-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. _9 4-i Scale = 1:90.1 5x6 34 = 54= n ` 6.00 F12 6 29 31 730 32 8 3x6 i 3x6 5 28 9 5x6 i 5x6 `O 10 0 ST1.5x8STP= 4 3x6 i 0 33 ST1.5xB STP = 3 r11 rn 27 10 19 12 0 m 1 2 4x12 = 18 17 16 34 35 15 14 36 37 13 IN o - - 3x8 = 3x8 = 3x8 = 3x6 = 46 20 3x8 = 48 = 4x6 = 6x8 = 7-6-15 B�OrS 14-6-3 21-0-0 29-B-0 37-10-12 46-7-4 7-6-15 0-5-6 6-5-13 6-5-13 8-8-0 8-2-12 8-8.8 Plate Offsets (X,Y)-- [4:0-2-12,0-3-01, [6:0-3-0,0-2-01, [8:0-3-0,0-2-0] [10:0-3-0,0-3-01, [18:0-3-8,0-1-81, [19:0-5-0,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(ILL) -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 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: 277 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except BOT CHORD 2x4 SP No.2 'Except` 2-0-0 oc purlins (4-3-0 max.): 6-8. 4-20: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-17, 7-17, 7-15 REACTIONS. (size) 2=0-8-0, 20=0-5-0, 11=0-7-4 Max Horz 2=419(LC 11) Max Uplift 2=-204(LC 12), 20=-105B(LC 12), 11=-914(LC 12) Max Grav 2=252(LC 21), 20=2345(LC 17), 11=1781(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-225/301, 3-4=-351/854, 4-5=-1796/1065, 5-6=-1858/1198, 6-7=-1611/1175, 7-8=-1883/1268, 8-9=-2132/1318, 9-10= 2974/1589, 10-11=-3167/1663 BOT CHORD 19-20=-2168/1160, 4-19=-2058/1201, 18-19=-469/303, 17-18=-656/1767, 15-17=-677/1833, 13-15=-1042/2266, 11-13=-1344/2777 WEBS 3-19=-658/393, 4-18=-1003/2064, 5-18=-395/378, 6-17=-216/606, 7-17=-454/267, 8-15=-297/681, 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. Il; 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 26-7-14, Interior(1) 26-7-14 to 29-8-0, Exterior(2R) 29-8-0 to 35-1-14, Interior(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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. . 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 204 lb uplift at joint 2, 1058 lb uplift at . joint 20 and 914 lb uplift at joint 11. 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. 9) Graphical puffin representation does not depict the size or the orientation of the purlin along the top arid/or bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc.. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 ® 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 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. Safety information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2508C 3CAR 0 T24374975 2743073 A02 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. 'Wed Jun 16 15:21:20 2021 Page 1 ID?i YDfItmYJ1 NmupVDA3te2z4H2S-inToUdj_PTj91?iBdgEgUvrsCLCwfkilg27KZGz5g8z 1-4- 6-0-14 8-11.0 13.0-4 21-0-0 25-4-0 29-8.0 37-7-12 45-7-8 -4- 6-0-14 2-10-2 4-1-4 7-11-12 4.4-0 4-4-0 7-11-12 7-11-12 w Scale = 1:86.1 ' 19 4x6 = 6xB = B-8-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020lrP12014 LUMBER - TOP CHORD 2x4 SP N0.2 *Except* 8-9,9-11: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 `Except* 4-19: 2x6 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 1-11-12 6.00 12 5x8 = 2x4 11 5x8 = 6 29 7 30. 31 8 CS1. DEFL, in (loc) I/dell L/d PLATES GRIP TC 0.82 Vert(LL) 0.41 19-22 >257 240 MT20 244/190 BC 0.93 Vert(CT) 0.3419-22 >304 180 WB 0.74 Horz(CT) 0.10 11 n/a n/a Matrix -AS Weight: 257 lb FT = 20%. BRACING - TOP CHORD. Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 5-4-0 oc bracing: 17-19 WEBS 1 Row at midpt 5-17, 6-16, 7-14, 8-14 REACTIONS. (size) 2=0-8-0, 11=0-3-0, 19=0-3-8 Max Horz 2=403(LC 11) Max Uplift 2=-477(LC 12), 11=-772(LC 12), 19=-1137(LC 12) Max Grav 2=386(LC 23), 11=1663(LC 18), 19=2097(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-258/613, 3-4=-150/490, 4-5=-78/455, 5-6=-1743/1297, 6-7=-1765/1309, 7-8=-1765/1309, 8-9=-2530/1568, 9-11=-2662/1543 BOT CHORD 2-19=-610/190, 17-19=-1832/708, 16-17= 871/1438, 14-16=-749/1609, 12-14=-794/1664, 11-12— 1218/2278 WEBS 5-17=-2269/949, 5-16=0/493, 6-14=-139/657, 8-14=-107/296, 8-12=-361/847, 9-12= 394/496, 3-19=-308/504 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 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 298-0, Exterior(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 &.MW FRS 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. 11 P*ovide 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. Pr6vide mechanical connection (by others) of truss to bearing plate capable of withstanding 477 lb uplift at joint 2, 772 lb uplift at joint 11 and 1137 lb uplift at joint 19. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 ® WARNING - Verity 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 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 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 2508C SCAR 1 T24374976 2743073 A03 SPECIAL 1 1 Job Reference (optional) builders rirstbource (Plant uny, t-L), viant uty, rL - 33bb/, C.43U s Jun Z ZUZ 1 MI t eK mousines, Inc. vveu Jun i o tzxe t:e I eue I raye i ID:?l YDfItmYJ1 NmupVDA3te2z4H2S-A_l AizkcAnrONBHNgXlvO6O2plZW OEM02hsu5iz5g8y 1-4- 6.0-10 8-17-0 12-11-10 19-0-0 25.4-0 31-8-0 37-8-6 45-7-8 ` -4• 6.0-10 2-10.6 4-6-10 6-0-6 6-4-0 6-4-0 6-0.6 7-11-2 Scale=1:85.3 6.00 12 5x6 — 2x4 11 6 29 3031 7 32 1 5x6 i 28 5 3x4 II 2x4 �� 4 3 ST1.5x8 STP = : . Z 27 17 1 2 4x6 = 16 36 15 37 14 38 `x 3x8 = 35 19 18 3x6 = 4.8 = 4x6 = 6x8 = 5x6 = 8 33 2x4 9 13 3912 3x8 = 3x6 = 45-7-8 34 c? 4x6 10 " I O O IN 5x8 11 Plate Offsets (X Y)-- [5:0-3-0 0-3-0] [6:0-4-0 0-2-8] {8:0-4-0 0-2-8] [11:0-6-0 0-0-6] [19:0-2-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.40 19-26 >258 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.34 19-26 >305 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.52 Horz(CT) 0.09 . 11 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 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' 4-19: 2x6 SP No.2 WEBS WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 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=-772(LC 12), 2= 479(LC 12), 19=-1135(LC 12) Max Gram 11=1650(LC 18), 2=381(LC 23), 19=2075(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-230/618, 3-4=-1.08/494, 4-5= 48/501, 5-6=-1719/1261, 6-7=-1978/1413, 7-8=-1978/1413, 8-9=-2463/1519, 9-11— 2615/1529 BOT CHORD 2-19=-615/181, 17-19=-1816/713, 16-17=-842/1352, 14-16=-793/1607, 12-14=-88B/1777, 11-12=-1204/2233 WEBS 5-17=-2153/877, 5-16=0/537, 6-14=-277/793, 7-14=-374/383, 8-14=-138/369, 8-12= 251/705, 9-12= 325/425, 3- 1 9=-301/498 Weight: 250 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 5-4-0 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 19-0-0, Exterior(2R) 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 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. ah 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 772 lb uplift at joint 11, 479 lb uplift at joint 2 and 1135 lb uplift at joint 19. 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, JoaquinVelei.PE No.68182 MiTek USA, Inc. FL Cerf 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE. Mil-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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 2508C 3CAR T24374977 2743073 A04 SPECIAL. 1 1 Job Reference (optional) timaers rlrsibource trlani tiny, rL), rlant ully, rL- 00001, 0.%OV J dull G 4u41 IVII I CA IIIuubillub, 11— YVuu V VII Iv I-1. 0 ava I Faye I ID:?l YDfltmYJ1 NmupVDA3te2z4H2S-6M9x7flsiO5jcSRloynN5xTOTZEl sAGJW?L_Aaz5g8w 1-4- 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 4- 6.1-B 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 = 1:84.9 6.0052 5x6 = +t 3x6 = 5x6 = 5x6 = 6 31 7 3233 8 34 935 36 5x6 3x6 5 30 10 3x4 11 37 2x4 \\ 4 4x6 11 3 ST1.5x8 STP = 12 17 29 Io d 19 O m 1 2 4x8 = 18 3917 40 16 41 42 15 14 13 IN9 dI 3x6 = 4x8 = 3x6 = 3x8 = 2x4 II 5xB II 38 21 20 48 = 6xB = 46 = 8-11.0 17-0-0 25-4-0 33-8-0 38-3-8 45-7-B R-R-n D-.-D &-1-D 8-4-0 8-4-0 r 4-7-7 ' 7-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.41 21-28 >255 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) 0.35 21-28 >302 180 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.10 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS 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 2-20,12-15: 2x4 SP No.1, 4-21: 2x6 SP No.2 WEBS WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 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=-772(LC 12), 2=-476(LC 12), 21=-1138(LC 12) Max Grav 12=1619(LC 18), 2=353(LC 23), 21=2068(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3- 176/608, 3-4=-33/493, 4-5=0/489, 5-6=-1709/1253, 6-7=71601/1197, 7-8=-2176/1481, 8-9=-2026/1380, 9-10=-2271/1451, 10-12=-2571/1503 BOT CHORD 2-21=-601/125, 19-21=-1808/712, 18-19=-809/117.1, 16-18= 1065/2024, 14-16=-1146/2133, 13-14— 1185/2192, 12-13=-1185/2192 WEBS 5-19=-2032/873, 5-18=-46/621, 6-18=-251/564, 7-18=-851/473, 7-16=-40/439, 8-14=-429/293, 9-14=-347/743, 10-14=-366/313, 3-21=-299/495 Weight: 258 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 5-2-0 oc 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 Exterior(2E) -1.4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Extedor(2R) 17-0-0 to 21-0-0, Interior(1) 21-0-0 to 33-8-6, Exterior(2R) 33-8-0 to 37-8e0, 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. 't) 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 = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 772 lb uplift at joint 12, 476 lb uplift at joint 2 and 1138 lb uplift at joint 21. 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 Joaquin Velez PE No.68182 sheetrock be applied directly to the bottom chord. MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: June 16,2021 Q WARNING - Verity 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 Wd. Safety Informationavailable from Truss Plate Institute,.2670 Crain Highway, Suite 203-Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2508C 3CAR T24374978 2743073 A05 � SPECIAL � 1 1 Job Reference (optional) Bullclers i-irstbource tviant uty, ruj, rtant cny, rt-- 00013 1, o .­­ < ­.—..„ — , __" , -I- . ID:?i YDfitmYJ1 NmupVDA3te2z4H2S-aZjJK_mUTiDaEcOyLglcelOZYyZzbW HSkf5Yj1 z5g8v 1-4- 5-8-2 8-11-8 15-0.0 21-10-7 29.4-4 35-8-0 40-11-3 45-7-8 4- 5.8-2 3-3-6 6-0-8 6-10.7 7-5-13 6.3-12 5-3-2 4-8-5 Scale=1:84.9 ` 6.00 12 5x8 = 5x6 = 3x6 = 5x6 = 5 29 30 6 31 7 32 33 8 5x8 i 34 2x4 28 4 9 35 4x6 2x4 Q 10 3 ST1.5x8 STP = 27 17 co 5x8 = 37 38 16 15 3940 14 41 42 13 1 12 _ 36 18 3x6 = 4x8 = 3x6 = 4x8 = 3x8 5x8 11 19 4x6 = 6x8 26.5-12 8-3-9 9-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.40 19-26 >263 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) 0.34 19-26 >311 180 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) . 0.09 11 n/a n/a BCDL 10.0 Code FBC2020lTPI2014 Matrix -AS Weight: 243 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied. Except: 4-19: 2x6 SP,No.2, 15-17: 2x4 SP No,2 5-4-0 oc bracing: 17-19 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-17, 7-12 SLIDER Right 2x6 SP M 26 2-6-0 REACTIONS. (size) 11=0-3-0, 2=0-8-0, 19=0-3-8 Max Horz 2=280(LC 11) Max Uplift 11=-770(LC 12), 2=-469(LC 12), 19=-1147(LC 12) Max Grav 11=1613(LC 18), 2=367(LC 23), 19=2041(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-221/613, 3-4=-44/453, 4-5=-89/600, 5-6=-1798/1271, 6-7=-2605/1633, 7-8=-2171/1397, 8-9= 2415/1448; 9-11=-2549/1553 BOT CHORD 2-19=-611/169, 17-19=-1818/770, 4-17=-345/349, 16-17=-804/1472, 14-16=-1275/2353, 12-14=-1367/2507,,11-12=-1249/2184 WEBS 5-17=-2004/742, 5-16=-348/1114, 6-16=-872/570, 6-14= 38/414, 7-12=-671/424, 8-12=-254/744, 3-19=-285/474 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 15-0-0, Exterior(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 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) PZovide 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 770 lb uplift at joint 11, 469 lb uplift at " jo nt 2 and 1147 lb uplift at joint 19. 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. Joaquin Velez PE No.88182 MiTek USA, Inq. FL Cert 6634 6904 Parke East Blvd. Tampa FL 3361D Date: June 16,2021 0 r; A WARNING - Verity 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 buckling of Individual truss web and/orphord members only. Additional temporary and permanent bracing MiTek* prevent 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. Safetylnformation. available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 2508C 3CAR T24374979 2743073 A06 Hip 1 1 Job Reference (optional) twatlers rrrstsource (Nlant utty, rt-), mans Lay, ru - 33bbr, 1-4- 6-9-4 13-0-0 21-0-( 4- 6-9-4 6-2-12 8-0-0 0.40U 5 JUII G GUG I IVII I eK It IUU5111tl5, II Iu. VV U. Jul! I O I U.G I .GO GUG I ray. I I D:? 1 YDfltmYJ 1 NmupVDA3te2z4H2S-W xr3lgol?JUITwAKT4L4jA5w5mip3P?ICzafmvz5g8 29-0.0 A-D 3T0-0 37-&0 4-0-0 1.1-5 I 50-8-0 2-0- -D 4 4-40 4-58-0-0 4-6.11 p -4- 6.00 12 5x8 = 3x4 11 5x6 = 5x8 = 5x6 = 4 29 5 30 31 6 32 7 8 5x6 5- 3 28 ST1.5x8 STP = 27 co 1 2 O 20 4x6 2x4 11 = 19 3b 5x6 = 18 5x8 = 3b 17 34 = 16 1D 5x6 I I 110 21-0-0 29.0-0 36-11-12 37-I 6-2-12 8.0-0 8-0-0 7-11-12 0- 1-5-8,0-2-4],[5:0-3-0,0-3-4],[6:0-4-0,0-3-0],[8:0-3-0,0-2-0],[9:0-3-0,0-3-0],[11:0-0-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.22 18-19 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.38 18-19 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.08 16 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 7-16: 2x6 SP No.2 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= 815(LC 12), 16_ 1275(LC 12), 11=-246(LC 12) Max Grav 2=1586(LC 17), 16=2618(LC 18), 11=379(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 2779/1415, 3-4=-2153/1190, 4-5=-1828/1140, 5-6=-1828/1140, 6-7=-407/996, 7-8= 450/1024, 8-9=-508/1066, 9-10=-354/579, 10-11= 363/294 BOT CHORD 2-20=-1086/2644, 19-20=-1087/2638, 18-19=-659/2005, 17-18=-218/1039, 14-16=-2477/1437, 7-14=-366/385, 13-14=-480/601, 11-13=-256/349 WEBS 3-20=0/255, 3-19=-727/493, 4-1 9=-1 54/649, 5-18=-467/483, 6-18=-612/1171, 14-17=-269/1034, 6-14=-2211/1239, 8-14=-517/308, 9-14=-695/379, 9-13=0/352, 10-13=-658/527 5x6 9 1 33 3.00112 Scale: 1/8"=l' 2x4 = m 10 .ST1.5x8STP= d 34 `o 0 0 11 12ty cu 0 46 ZZ PLATES GRIP MT20 244/190 Weight: 295 lb FT = 20 Structural wood sheathing directly applied. Rigid ceiling directly applied: Except: 4-7-0 oc bracing: 14-16 1 Row at midpt 4-18, 6-18, 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, Exterior(2R) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 37-8-0, Exterior(2R) 37-8-0 to 43-3-14, Interior(1) 43-3-14 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 tq 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 jive 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 I fit between the bottom chord and any other members, with BCDL = 10.Opsf. �) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 815 lb uplift at joint 2, 1275 lb uplift at joint 16 and 246 lb uplift at joint 11. 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. Joaquin Velez.PE N6.68182 MiTek USA, Inc. FL Cert 6634 69D4. Parke East Blvd. Tampa FL 33610 Date: June 16,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 6/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, andis 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 ANSYTpl1 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 2508C 3CAR If t T243749BO 2743073 A07C SPECIAL 1 1 Job Reference (optional) tiuuoers t- rstaource Imam tiny, t-Li, mans cny, I-L - 0d:)0/, o.vdV 5 Jun c ZVc r rvn i UK UIUUbL e3, I1— V—U Jm 1 IV i V.c c c i ray. ID:?1 YDfItmYJ1 NmupVDA3te2z4H2S-?7PRyOoNldc9531X1 osJGNe5NAeWorZuRdJCJMz5g8s 1-4- 6-4-4 11-0.0 15-10-13 19-4-9 23-11-8 32-0-2 42.0-0 45-10-12 50-8.0 4- 6-4-4 4-7-12, 4-10-13 3-5-12 4-6-15 8-0-10 9-11-14 3-10-12 4-9.4 Scale=1:93.9 5x6 = 3x6 5x6 = 3x6 __ 5x6 = 2x4 11 3x6 _— 3x4 11 6.00 12 4 275 6 28 7 6 29 9 10 30 31- 11 I9 N 21 20 19 32 33 18 4x6 = 2x4 11 3x8 = 3x6 = 4x8 = 11-0-0 34 17 16 35 36 15 4x8 = 3x6 = 6x8 = 3.00 LL2 12 ST1.5x8 STP= 3x6 zZ 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 FBC2020/TP12014 CSI. TIC 0.63 BC 0.75 WB 0.92 Matrix -AS DEFL. in (loc) I/defl Ud Vert(LL) -0.25 18-20 >999 240 Vert(CT) -0.44 18-20 >999 180 Horz(CT) 0A 1 15 n/a n/a PLATES GRIP MT20 244/1.90 Weight: 284 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: 8-15: 2x4 SP No.3, 15-17,17-19: 2x4 SP No.1 5-2-0 oc bracing: 14-15 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-15 REACTIONS. (size) 12=0-8-0, 15=0-3-8, 2=0-8-0 Max Horz 2=405(LC 12) Max Uplift 12=-282(LC 9), 15=-1124(LC 12), 2= 844(LC 12) Max Grav 12=518(LC 18), 15=2178(LC 17), 2=1692(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3032/1528, 3-4=-2555/1364, 4-5=-2273/1301, 5-6=-2602/1355, 6-7=-1773/851, 8-9=-484/234, 9-10=-476/224 BOT CHORD 14-15=-696/442, 8-14=-616/455, 12-13=-237/362, 2-21= 1648/2738, 20.21=-1649/2738, 18-20=-1472/2572, 16-18=-1292/2350, 15-16=-583/1101 WEBS 3-20=-590/430, 4-20=-340/923, 5-20= 564/297, 6-18=-100/397, 6-16=-908/693, 7-16=-506/1267, 7-15— 1778/1016, 8-13=-355/680, 9-13=-235/251, 10-12=-452/349 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 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 Extedor(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,,Intedor(1) 15-0-0 to 50-6-4 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) T, is truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s) 12 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 282 lb uplift at joint 12, 1124 lb uplift at joint 15 and 844 lb uplift at joint 2. 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 Joaquin Velez PE No..68182 sheetrock be applied directly to the bottom chord: MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16-12021 ® WARNING - Verity 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 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 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-89 and SCSI Building Component 6904 Parke East Blvd. - Safety Informationavailable from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2508C 3CAR r T24374981 2743073 A08C SPECIAL 1 1 Job Reference (optional) tiudders mrsmource (mant cny, rt_f, manl Lary, ru - aaoo/, o.yoU S durl c cvc 1 IVII I UK III-LitU3, n1u. VVv' JUI1 ­ 1 1 '.U= , ID:? 1 YDfItmYJ1 NmupVDA3te2z4H2S-TKygAMp? W wkOjDKjaVNYobBFlaxuXLK2fH31roz5g8r 18.8-1 1.4- 6-3-4 9-0-0 16.0-11 16 -0 23-0-0 29-11.5 37.0-0 42-0-0 46.5.4 50-8-0 -4- 6.3-4 2-8-12 7-0-11 0- -5 4-•3-15 6-11-5 7-0-11 5-0-0 4.5.4 4-2-12 2-4-1 Scale = 1:93.9 ai 0 6.00 F12 5x6 = 3x6 3x6 5x6 = 5x6 = 2x4 II 3x6 3x4 11 = = .,," 4 27. 28 5 6 29 30 7 8 31 9 10 32 11 21 20 19 18 17 16 15 12 4x6 = 3x8 = 4xB = 3x6 = 3x6 = 6x8 = ST1.5x8 STP= 3.00 12 = 4x8 = 3x6 9.0.0 16-4-0 18-8-1 27-4-0 36-10-0 371Q-0 42-0-0 9-0.0 r 7-4-0 2-4-1 8-7-15 9-6.0 0- -0 5.0-0 I9 N 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 FBC2020/fP12014 CSI. TC 0.65 BC 0.93 WB 0.76 Matrix -AS DEFL. in (loc) I/dell Ud Vert(LL) 0.32 19 >999 240 Vert(CT) -0.49 19-21 >910 180 Horz(CT) 0.13 16 n/a n/a PLATES GRIP MT20 244/190 Weight: 265 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: 2-20: 2x4 SP No. 1, 8-16: 2x4 SP No.3 4-6-0 oc bracing: 14-16 WEBS 2x4 SP No.3 . WEBS 1 Row at midpt 5-21, 7-16 REACTIONS. (size) 12=0-8-0, 2=0-8-0, 16=0-3-8 Max Horz 2=343(LC 12) Max Uplift 12=-267(LC 9), 2= 849(LC 12), 16=-1131(LC 12) Max Grav 12=460(LC 1), 2=1420(LC 1), 16=1936(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2519/1549, 3-4— 2326/1461, 4-5= 2069/1362, 5-6=2688/1620, 6-7= 2018/1130, 8-9=-544/272, 9-10=-531/258 BOT CHORD 2-21= 1602/2210, 19-21 =-1 129/2686, 18-19=-1545/2529, 16-18= 942/1599, 14-16=-746/528, 8-14=-691/537, 12-13=-260/372 WEBS 3-21=-299/365, 4-21=-381l788, 5-21=-739/452, 6-19=-109/272, 6-18= 742/602, 7-18= 380/843, 10-13=-19/312, 10-12=-482/374, 8-13=-436/744, 7-16=-1994/1276 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=401t; 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 9-0-0, Extedor(2R) 9-0-0 to 13-0-0, Interior(1) 13-0-0 to 50-6-4 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) 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. �) ',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) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. q . Z) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 267 lb uplift at joint 12, 849 lb uplift at joint 2 and 1131 lb uplift at joint 16. 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. Joaquin Velez PE No.68192 MiTek USA, Inc: FL Cart 6634 6904,Parke East Blvd. Tampa FL 33610 Date: June 16,2021 ® 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 propedy incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOWis prevent 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.informationavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 250BC 3CAR T24374982 2743073 A09C SPECIAL 1 2 Job Reference (optional) Builders Firstbource (plant tatty, FL), viant Lmy, t-L - 83b67, 0.40U s Jun a eUe I Ivn I eK Ineusuies, Inc. vveu Jun 10 10z I:oU cuc 1 rdye I ID:zmbLkv5ELlDtgyehSMnND7z4_W x-Pi4ab2rF2Y_kyXT6iwPOtOGb7NeA?E9L7bYsvgz5g8p 17-0-9 1-4- 7-0-0 12-1-2 16-0-0 16 -0 21-11-0 26.1117 31-913 37-0-0 40-0.12 43-5-0 46-8-5 50-8-0 7-6-0 5-1-2 3-10 0. 0 4-10-7 4-11-7 4-11-7 5-2-3 3-0.12 3-4-4 3-3-5 3-11-11 0.8-9 Scale=1:93.9 6.00 12 Sx6 = 3x6 = 5x6 = 3x8 = 3x6 = 5x6 = 4x4 11 5x6 = 2x4 I I . 3x6 —_ 3x4 11 3 284 5 6 29 30 7 8 ' 9 31 10 11 12 32 13 I^ 25 24 23 22 21 20 19 18 17 14 ST1.5x8 STP — 4x4 = 4x4 = 6x8 — 2x4 II 7x8 = 4x4 = 7x8 = ST1.5x8 STP = 4x6 = — 4x4 = 3.00 L12 3x6 c 17-0-9 7-0-0 12-1-2 16-0-0 16A-0 21-11-0 26-10-7 31-9-13 i 36-10-0 37,0-0 43-5-0 i 50-8-0 i 7-0-0 5-1-2 3-10.14 0- 0 4-10.7 4-11-7 4-11-7 5-0-3 0- -0 6-5-0 7-3-0 Plate Offsets (X,Y)-- [3:0-3-0,0-2-0],[5:0-2-8,0-3-0][8:0-3-0,0-3-0];[10:0-3-0,0-3-0],[18:0-3-4,0-4-12],[20:0-4-0,0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d -PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.46 22 >955 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0:88 Vert(CT) -0.47 22 >936 180 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.11 18 n/a n/a BCDL 10.0 Code FBC2020[TP12014 Matrix -MS Weight: 603lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins, BOT CHORD 2x6 SP No.2 *Except* except end verticals. 15-16,14-15: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 SP No.3 6-0-0 oc bracing: 16-18 REACTIONS. (size) 14=0-8-0, 2=0-8-0, 18=0-3-8 Max Horz 2=281(LC 8) Max Uplift 14=-536(LC 6), 2=-1890(LC 8), 18=-3102(LC 8) Max Grav 14=807(LC 14), 2=3196(LC 13), 18=5167(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6542/3710, 3-4=-5919/3449, 4-5=-7792/4624, 5-6=-8395/5006, 6-7— 5938/3559, 7-8=-2811/1673, 8-9= 988/1641, 9-1 0=-1 752/2831, 10-11=-768/556, 11-12=-736/524 BOT CHORD 2-25=-3399/5818, 24-25=-4624/7792, 22-24=-5006/8395, 21-22= 4665/7795, 20-21= 4665/7795, 19-20— 3548/5912, 18-19=-1588/2642, 16-18=-2028/1344, 9-16= 618/575, 15-16=-678/340, 14-15=-592(714 WEBS 3-25=-1192/2408, 4-25=-2379/1436; 4-24=-120/632, 5-24=-774/468, 6-21=0/313, 6-20=-2278/1357, 7-20= 626/1462, 7-19=-3788/2291, 8-19— 1286/2567, 8-18=-5317/3198, 10-16=-2493/1664, 10=15=-834/1641, 1 1-15=-416/424,12-14=-8581770, 5-22=-225/374, 6-22=-426/735 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 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row 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 pj'y 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. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Joaquin Velei PE No.68182 8) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide MiTek USA, Inc. FL Cert6634 will fit between the bottom chord and any other members. 6904.Parke East Blvd. Tampa FL 33610 9) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Date-. capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 536 lb uplift at joint 14, 1890 Ito uplift at June 16,2021 'ontlniWcR=daW2 lb uplift at joint 18. ® WARNING - Verity 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 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety.inlormationavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2508C SCAR i T24374982 2743073 A09C SPECIAL 1 2 Job Reference (optional) Builders FirstSource (Plant. City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MITek Industries, Inc. Wed Jun 16 15:21 M ZU21 f age z I D:zmbLkv5ELIDtgyehSMnND7z4_W x-Pi4ab2rF2Y_kyXT6iwPOtOGb7NeA?E9L7bYsvgz5g8p NOTES- �1) Girder carries hip end with 0-0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 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 CASES), Standard 1) Dead + Roof {ive (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-13=-112(F=-58), 2-25=-20, 18-25=-42(F=-22), 17-18=-42(F=-22), 15-16=-42(F=-22), 14-15=-42(F=-22) Concentrated Loads (lb) Vert: 25=-475(F) 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, andis for an Individual building component, not a truss system. Before use, the building designer must vedfy 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?P11 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 Oty Ply 2508C 3CAR I. , T24374983 2743073 A10 SPECIAL 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 15:21:32 2021 Page 1 I D:71 YDfItmYJ1 NmupVDA3te2z4H2S-L5CKOksVa9ESBrdUpLSUzRLx_BNOT7ueavl z_Zz5g8n r1-4-4 6-1-8 14-3-12 21-0-0 29-8-0 33.4-0 i 38-3-544.4-0 1-4-0 6-1-8 8-2-4 6-8-4 8-8-0 3-8.0 4-11-6 6% ;1 1 Scale=1:79.6 7x10 = 6.00 12 6x8 = OX4 — 14 3x6 = 5x6 II 2x4 11 4x8 = 46 11 6-3-8 6-1-8 6- 9 14-3-12 21-0-0 27-3-11 33-4-0 38-3-6 44-4-0 6-1-8 0- 0 8-0-4 6-115 6-3-11 6-0-5 ,411-6 6-0-10 0-1-0 Plate Offsets (X Y)-- [6:0-3-0 0-3-12] [9i0-3-0 0-3-0] [11:Edge 0-3-8] [15:0-2-8 0-3-01 [22:0-3-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES. _ GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70. Vert(LL) 0.18 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.28 15-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.11 11 n/a n/a BCDL 10.0 Code FBC2020ffP12014 Matrix -AS Weight:291 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except TOP CHORD Structural wood sheathing directly applied, except end verticals, and 6-7: 2x6 SP No.2 2-0-0 oc puffins (4-10-10 max.): 6-7. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 8-13: 2x4 SP No.3 4-2-0 oc bracing: 20-22 WEBS 2x4 SP No.3 'Except 10-0-0 oc bracing: 13-15 6-16: 2x4 SP No.2 WEBS 1 Row at midpt 3-19, 5-18, 6-16, 7-16 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=276(LC 23), 22=2056(LC 17), 11=1720(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-320/409, 3-5=-2415/1358, 5-6=-2034/1327, 6-7=-1831/1268, 7-8=-2320/1479, 8-9=-2313/1354, 9-1 0=-1 639/905, 10-11=-1618/945 BOT CHORD 20-22=-2018/1109,.3-20=-1871/1154, 19-20= 269/337, 18-19=-1108/2276, 16-18=-836/1903, 15-16=-798/1776; 8-15=-216/294 WEBS 3-19=-846/1955, 5-18=-480/346, 6-18=-138/536, 7-16— 56/339, 7-15=-316/644, 12-15=-729/1540, 9-15=-298/847,,9-12— 11413031, 10-12=-757/1535 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. 11; 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, 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 & MW FRS 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. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 303 lb uplift at joint 2, 1113 Ib.uplift at joint 22 and 773 lb uplift at joint 11. 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 Joaquin Velez PE No.68182 sheetrock be applied directly to the bottom chord. MiTek USA, Inc. FL Cert 6634 9) Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity 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 andpennanent 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 . ANSM11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sa/ety.lntormation available from Truss Plate- Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 p Tampa, FL 36610 Job Truss Truss Type Qty Ply 2508C 3CAR t T24374984 2743073 All SPECIAL 1 2 Job Reference (optional) tluuders Firstaource (Plant City, FL), Plant City, FL - 33567, 8.430 S Jurl 2 ZUG 1 IVII 1 eR 111UUSUICS, IIIU. V .eU JUII 10 10.41.04 4U41 rage 1 ID:?l YDfltmYJ1 NmupVDA3te2z4H2S-HUK5QPum6mU9R8ntxmUy2sRJN_Sxl ww2DW42Sz5g81 1-4- 4-0-0 5-8-4 9-7-15 14-2-1 19-0.0 26-3-5 31-8.0 3-4-0 38-3-12 44-4-0 4- 4-0-0 1-8-4 3-11-9 4-6-4 4-9-15 7-3-5 5.4-11 1-8.0 4-11-12 6-0-4 Scale=1:81.7 5x8 6.00 F12 2x4 11 5x6 _ 8 3334 9 35 10 2x4 II 3x4 i 11 3x6 i 7 32 36 . 3x4 12 3x4 6 37 5 4x6 mo 4xB i 13 m 5x6 4 ST1.5x8STP= 3 31 4 `? 18 5x8 _ c3 00 m 1 2 7x10 = 23 22 21 20 38 19 39 40 & 0 4x4 = 4x4 = 4x8 — 4x8 = 27 26 25 4x4 = 17 41 16 15 14 3x6 — 4x4 = 3x4 11 2x4 11 3x8 = 3x6 11 4-0-0 6-4-11 9-7-13 , 14-2-1 19.0-0 26-3-5 33-4.0 38-3-12 44-4-0 4-6-0 2.4-11 .3-3-2 4-6-4 4.9-15 7-3-5 7-0-11 4-11-12 6.0-4 Plate Offsets (X Y)-- [3:0-2-8 0-2-0] [8:0-6-0 0-2-8][10:0-3-0,0-2-01,[18:0-2-0,0-2-41,[24:0-8-4,0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.52 Vert(LL) 0.39 25 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.50 25 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.27 14 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 653 lb FT m 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, BOT CHORD 2x6 SP No.2 *Except* . except end verticals. 2-25,14-17: 2x4 SP No.2, 11-16: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: WEBS 2x4 SP No.3 10-0-0 oc bracing: 24-26, 16-18 REACTIONS. (size) 2=0-8-0, 14=0-3-8 Max Horz 2=347(LC 11) Max Uplift 2=-1017(LC 12), 14=-907(LC 12) Max Grav 2=2073(LC 17), 14=1950(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3980/1974, 3-4=-9853/5014, 4-5=-6229/3240, 5-7=-4350/2380, 7-8=-3287/1922, 8-9=-2825/1790, 9-10= 2825/1790, 10-11=-2759/1755, 11-12=-2769/1635, 12-13=-1880/1060, 13-14=-1853/1093 BOT CHORD 2-27=-1917/3759, 26-27= 459/895, 4-24=-1387/2896, 23-24= 5068/9987, 22-23=-2891/5762, 21-22=-1985/4003, 19-21=-1407/3034, 18-19— 1111/2376, 11-18=-199/317 WEBS 3-24=-2675/5315, 5-23=-708/1628, 5-22=-2066/1063, 7-22= 484/1199, 7-21=-1415/839, 8-21=-535/1277, 9-19=402/432, 10-19=-452/936, 10-18=-306/589, 15-18=-881/1764, 12-18= 430/1160, 12-15— 1386/884, 13-15=-930/1803, 4-23— 4408/2271, 24-27=-1925/3793, 3-27=-2711/1469 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") 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 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. ,�2) ®II 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: ASIDE 7-16; Vult=160mph (3-second gust), Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. _ Ili.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(2R) 19-0-0 to 23-0-0, Intedor(1) 23-0-0 to 31-8-0, Exterior(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 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. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Joaquin Velbz,PE No.68192 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 0 WARNING - Verity 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 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 ANSVTPI1 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 2508C 3CAR e T24374984 2743073 All SPECIAL 1 2 Job Reference (optional) t3ullders rlrst50urce (Plant Glty, rL), manl Gny, 1-L - 33bbl, ts.4Ju s Jun z zuzl mi I eK Inousines, Inc. vveu dun i o io:z I as4 zue i rage e 1 D:?l YDfltmYJ1 NmupVDA3te2z4H2S-HUK5QPum6mU9RBntxmUy2sRJN_Sxl ww2D W 42Sz5g81 NOTES - Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1017 lb uplift at joint 2 and 907 lb uplift at joint 14. Q WARNING - Verity designparametersand 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 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 SCSI Building Component 6904 Parke East Blvd. ' Safety Informationavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 25OBC 3CAR e t T24374985 2743073 Al2 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 15:21:36 2021 Page 1 ID:?1YDfltmYJ1 NmupVDA3te2z4H2S-EsRrr5vOeOktg8xF2BWQ7HWeBohUPv2DVX?A7Kz5g8j 1-4- 6-7-12 11-11-0 17-log 22-3.0 28-5-0 33-8-0 38-9-0 44-4.0 -4-0 6-7.12 5-1-0 5-3-0 6-2-05.1-0 5-7-0 Scale = 1:79.6 .. 5x6 = 5x6 — 3x4 = 5x6 = 6.00 12 5 28 29 6 30 7 31 32 8 `D0 SIN 12-XO 21 iV 4x4 = 14 13 12 11 3x6 — 4x8 = 3x4 11 2x4 11 5x8 = 4x6 11 13-0-0 6-7-12 11-11-0 17.0.0 25-4-1 33.8-0 38-9.0 , 44-4-0 6-7-12 5-3-4 5.1-0 B•4-1 8.4-0 5-1-0 5-7-0 Plate Offsets (X Y)-- [3:0-3-0 0-3-0] [5:0-3-0 0-2-01, [6:0-3-0,0-3-0] [8:0-3-0,0-2-0], [11:Edge,0-3-8], [15:0-2-4,0-3-8], [19:0-5-8,0-4-12], [22:0-3-8,0-2-0] 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 0.63 Vert(LL) 0.47 20 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0:88 Vert(CT) -0.61 20 >866 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.29 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 304 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: 2x6 SP No.2 10-0-0 oc bracing: 19-21, 13-15 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at micipt 19-22, 4-18, 6-18, 7-15 19-22,10-11: 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=2080(LC 17), 11=1953(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3880/1920, 3-4= 5145/2690, 4-5=-3699/2047, 5-6= 3308/1941, 6-7=-3308/1920, 7-8=-2441/1499, 8-9=-2787/1613, 9-10=-1823/1019, 10-11=-1858/1082 BOT CHORD 2-22=-1824/3608, 4-19=-522/1313, 18-19=-2353/4709, 16-18=-1664/3467, 15-16= 1525/3133,:8-15=-408/1025 WEBS 3-22=-1212/787; 19-22— 1923/3783, 3-19=-508/1090, 4-18=-165B/956, 5-18=-582/1371, 6-18=-395/183, 7-16=-123/598, 7-15=-1052/591, 9-12=-1408/876, 10-12=-917/1775, 9-15=-437/1215, 12-15=-833/1721', 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 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 37-870, Interior(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 . 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 vAl 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 1012 lb uplift at joint 2 and 901 lb uplift at joint 11. 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 Joaquin Velez PE No.68182 sheetrock be applied directly to the bottom chord. MiTek USA, Inc; FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 Q 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 property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and 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 2508C 3CAR t T24374986 2743073 A13 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 15:21:37 2021 Page 1 I D:?1 YDfItmYJ 1 NmupVDA3te2z4H2S-i3?D3RwePhsklcW Scut fgU3oZC1 gBOrNkBkkfmz5g8i 1-4- 6-7-12 11-11.0 15-0.0 21-3-10 26-11-1-1 33-0-0 35-8-0 40-4-6 44-4-0 i -4-0 6-7-12 5-3.4 3-1-0 6-3-10 5-8-5 6-0-1 2-8.0 4-8-6 3-11-11 5x6 = 5x6 = 2x4 11 6.00 12 3x4 = 6x8 = 5 29 6 30 7 31 8 9 23 22 " 15 14 13 12 3x6 = 48 3x4 11 6-7-12 11-11-0 15-0-C 6-7-12 5-3-4 3-1-0 Scale=1:79.5 2x4 11 &B = 6x8 = 35-8-0 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 FBC2020/TP12014 CSI. TIC 0.65 BC 0.88 WB 0.87 Matrix -AS DEFL. in (loc) I/defl Ud Vert(LL) 0.50 21 >999 240 Vert(CT) -0.68 17-19 >775 180 Horz(CT) 0.35 12 n/a n/a PLATES GRIP MT20 244/190 Weight: 305 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: 2x6 SP No.2 10-0-0 oc bracing: 20-22, 14-16 WEBS 2x4 SP No.3 "Except` WEBS 1 Row at midpt 20-23, 6-19, 7-16, 9-13, 10-12 20-23,9-16: 2x4 SP No.2, 11-12: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 12=0-3-8 Max Horz 2=266(LC 12) Max Uplift 2=-1012(LC 12), 12=-905(LC 12) Max Grav 2=2062(LC 17), 12=1939(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3828/1926, 3-4=-5046/2684, 4-5=-4070/2248, 5-6=-3668/2096, 6-7=-3916/2195, 7-8=-2916/1754, 8-9=-2888/1740, 9-10=-2041/1226 BOT CHORD 2-23=-1833/3543, 4-20=-539/1201, 19-20=-2321/4561, 17-19= 1994/4003, 16-17=-1883/3756, 8-16=-250/302, 12-13=-695/1233 WEBS 3-23=-1181/794, 20-23=-1938/3696, 3-20— 489/1029, 4-19=-1315/806, 5-19=-714/1569, 6-19=-572/288, 7-17=-70/490, 7-16— 1063/563, 13-16=-1032/2325, 9-16=-1442/2858, 9-13=-1848/971, 10-13=-250/853, 10-12=-2002/1204 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 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 19rO-0, Interior(1) 19-0-0 to 35-&0, Extedor(2R) 35-8-0 to 39-8-0, Interior(1) 39-8-0 to 44-1-4 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 •tb 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 = 1 O.Opsf. •7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1012 lb uplift at joint 2 and 905 lb uplift at joint 12. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the tap chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 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 ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2508C 3CAR e 1 T24374987 2743073 A14 SPECIAL 1 1 Job Reference (optional) bunaers rtrstSOurce trlani l'ny, rLf, rlarri Ldly, rL-00001, wY a.wi a.— .. — n,uum.w,,,­ ...-.. .. u„,v ,......y., ID:?1YDfItmYJ1 NmupVDA3te2z4H2S-eR7_U7yuxJ6SXvfgkJ47lv85j?hOcHxgBVDrkfz5gBg 1-4- 6-10-5 11-11-0 1 -0- 19-6-4 W-6-10 33-4.0 37-8-0 44-4-0 i 1-4- 6-10-5 5.0-11 1- 6.6-4 7-0-6 6-9-6 4-4-0 6-8-0 Scale=1:81.1 6.00 F12 Sx6 2. I I 4 5 2x4 11 5x6 = 4x6 = 6x8 = 29 6 30 31 7 32 8 9 23 22 3x8 = 14 13 12 11 3x6 _ 5x6 = 2x4 I I 2x4 11 2x4 11 48 = 3x6 11 6-10-5 11-11-0 19-9-5 26.6-10 28-8-0 33-4-0 37-8.0 44-4-0 6-10-5 5-0-11 7-10-5 6.9-5 2-1-6 4-8-0 4-4-0 6-8-0 Plate Offsets (X Y)-- [3:0-3-0 0-3-0] [5:0-3-8 0-2-4] [7:0-3-0 0-3-0] [9:0-5-8 0-2-4] [10:0-2-12 0-2-0][15:0-5-12,0-3-0],[20:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.66 17-19 >798 240 MT20 244/190. TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.82 19-20 >647 180 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.37 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 281 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: 4-22,8-13: 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 OTHERS 2x4 SP No.3 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, 9-10=-1681/1126, 10-11=-1573/1114 BOT CHORD 2-23==1847/2813, 19-20= 2066/3346, 17-19=-2345/3887, 16-17= 183112993, 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E)-1-4-010 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(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, Interior(1) 41-8-0 to 44-2-4 zone;C-C for members and forces & MW FRS 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 1020 (b uplift at joint 2 and 923 lb uplift at joint 11. 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 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 © WARNING - Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 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 Oty Ply 2508C 3CAR � T24374988 2743073 A15 MONO HIP 1 1 Job Reference o tional Builders l-irstSOurce (Plant Loty, t-L), Flan l:Ity, rL - aaooi, o.��� �y- ID:?1YDfitmYJlNmupVDA3te2z4H2S-6ehMhTzxicE 193E1H1bMH7glxP07Lm2p09zOG5z5gBf 1-4• 6-4-4 11-0.0 16-7-12 24.0-11 31-3-5 3B-8-3 44-4-0 1-4-0 6-4-4 4-7-12 5.7-12 7-4-15 7-2-10 7-4-15 5-7-13 Scale = 1:78.1 5x6 — 3x4 = 5x6 = 5x6 = 4x4 = 2x4 11 4 5 23 6 24 -725 8 26 9 17 16- -- --- ,J 2x4 II 5x6 = 3x4 = _ 3x4 = 4x4 = 6x8 —_ 3x6 — 3x8 = 46'= 3 19-5-11 27-8-0 35-10-4 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.5& Vert(LL) 0.44 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.68 14-16 >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/TP12014 Matrix -AS Weight: 244lb 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 'Except* BOT CHORD Rigid ceiling directly applied. 2-15: 2x4 SP No.2 WEBS 1 Row at midpt 5-16, 7-11, 8-10 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. Conr lMax. 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, 7-8=-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=-1268/805, 8-11=-574/1494, 8-10=-2309/1265 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 11-0-0, Exte(IOr(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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive 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 941 lb uplift at joint 10 and 1015 lb uplift • at joint 2. 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. Joaquin Velez PE No.68182 MiTek USA, Inc.. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 ® 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 property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7TPI1 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 Oty Ply 2508C 3CAR r T24374989 2743073 A16 MONO HIP 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 15:21:42 2021 Page 1 ID:?1 YDfltmYJ l NmupVDA3te2z4H2S-2Op668_nDEV10NOP PSdgNYmcoDm9pdN6tTSVL_z5g8d 11-4-Q 6-4-1 9-0.0 15.4-15 22-5-11 30.1%5 37-11-2 44-4.0 1-4-0 6-4-1 2-7-15 6-4-15 7-0-13 8-4-9 7-0-13 6-4-14 5x6 = 3x4 = 5x6. = 5x6 = 6.00 F12 4 22 235 24 6 25 7 26 3x6 = 3x6 = 8 27 Scale = 1:78.1 3x4 II 16 15 14 13 12 1f 10 3x8 = 5x6 WB= 3x4 = 3x4 = 4x6 = 4x4 = 6x8 = 9-0-0 17-11-12 26.8-0 35-4-4 44.4-0 9-0-0 8-11-12 B-8.4 8-8-4 8-11-12 Plate Offsets (X,Y)--[4:0-3-0,0-2-0),[6:0-3-0,0-3-41,[7:0-3-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weil Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.58 13-14 >912 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.74 13-14 >715 180 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.20 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 229 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 OTHERS 2x4 SP No.3 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, 10-1 1=-1 190/1959 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.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 9-0-0, Exterior(2R) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 44-2-4_zone;C-C for members and forces & MWFRS for reactions shown; LumberDOL=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 othermembers. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 934 lb uplift at joint 10 and 1023 lb uplift at joint 2. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 ® 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 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 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 Truss Type Qty Ply 2508C 3CAR T24374990 2743073 A17 Half Hip Girder 1 2 Job Reference (optional) timaers rlrstSOurce irtant Dlty, I-L), riani clty, VL - ssbbl, a.voU s dun a lue r rvu i ex uruusures, mc. vveu dun 10 I b:L 1:40 LVL I rdye r ID:?t YDfitmYJI NmupVDA3te2z4H2S-xn2dyW 1 HHS?St_iAeHimXOwLdgEml WJho4QiUlz5g8Z r1-4-q 7-0.0 9-11-0 15-2-0 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 C0 O Scale = 1:78.1 6x8 = 7x8 = 7x8 = 2x4 11 6.00 F12 3 22 4 23 24 5 25 26 6 27 28 29 730 31 32 8 33 34 35 9 36 37 10 38 1139 19 40 41 18 42 43 4417 45 46 16 47 48, 1549 50 14 51 52 53 13 54 55 12 ST1.5x8 STP = 7x8 = 7x8 = 6x8 = 4x6 = 5.6-8 5-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0. Plate Grip DOL 1.25 TC 0.63 Vert(LL) TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(CT) BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x6 SP No.2 `Except` TOP CHORE 1-3: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 BOT CHORE 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, 5-1 8=-1 585/1136, 5-17=-453/887, 6-17=-625/58B, 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 in (loc) I/dell Ud 0.5716-17 >931 240 -0.6516-17 >817 180 0.12 12 n/a n/a 44-0-8 PLATES GRIP MT20 244/190 Weight: 591 lb FT = 20% Structural wood sheathing directly applied or 4-4-9 oc pudins, except end verticals. Rigid ceiling directly applied or 8-8-7 oc bracing. NOTES- 1) 2-ply truss to be connected together with 1 Od (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. 11; Exp C; Encl., GCpi=0.18; MW FRS (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. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 4x4 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 2052 lb uplift at joint 12 and 1875 lb uplift at joint 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 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 verity 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 membersonly. 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 ANSVlPII Quality Criteria, OSB-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 25OBC 3CAR r T24374990 2743073 A17 Half Hip Girder 1 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MITek Industries, Inc. wed Jun 16 15:21:46 2021 rage 2 ID:?1 YDfItmYJ1 NmupVDA3te2z4H2S-xn2dyW 1 HHS?St_iiAeHimXOwLdgEmlWJho4QiU1z5g8Z NLOTES- f1) 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 16B 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 lb 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=125 Uniform Loads (plf) 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(B) 50=-41(B) 51=-41(B) 52=-41(B) 53=-41(B) 54=-41(B) 55=-41(B) © WARNING - Verity 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 foi 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 M!Tek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 2508C 3CAR t r T24374991 2743073 B03 COMMON SUPPORTED GAB 1 1 Job Reference (optional) Builders FirstSource (Plant Ulty, FL), I lant aty, FL - 33bbi, ti.4au s dun z zuz t Will eK tnausines, mc. vveu jun 10 1 OLL I :90 LUL 1 raye 1 ID:ZzuNOAdEBoQdU2OWuKTi6czl Ulk-tAANMC3Yp4FA6lrZIikEcpOiEdzxDY?_GOvpYez5g8X -1-4-0 9-4-0 18-8-0 20-0=0 1-4-0 9-4-0 9.4-0 1-4-0 Scale =1:37.5 4x4 = I" a 3x4 = 5x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.02 13 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.02 13 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 97 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 P OTHERS 2x4 SP No.3 REACTIONS. All bearings 18-8-0. (lb) - Max Horz 2=220(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 20, 14 except 2=-303(LC 19= 132(LC 12), 16=-112(LC 12), 15=-132(LC 12) Max Grav . All reactions 250 lb or less at joint(s) 17, 18, 19, 20, 16,15 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 12), 12=-303(LC 12), 18=-112(LC 12), 14 except2=255(LC 1), 12=255(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-98/342, 7-8=-97/342 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=2ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Comer(3E) -2-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 9-4-0,"Corner(3R) 9-4-0 to 13-4-0; Exterior(2N) 13-4-0 to 20-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIIfPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 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) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other Suitable treatment maybe used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for'its intended use. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 14 except (jt=lb) 2=303, 12=303, 18=112, 19=132, 16=112, 15=132. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 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 injuryand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSUTPII Quality Criteria, DSB-B9 and SCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2508C 3CAR T24374992 2743073 B04 COMMON STRUCTURAL GA 1 1 Job Reference (optional) Builders FirstSource (Plant City,'FL), ' Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 15:21:49 2021 Page 1 I D:ZzuNOAdEBoQdU2OW uKTi6cz1 Ulk-LMkmaY3AaNN1 kSQIJQFT9OYspl 9Lyww8U2eN44z5g8W 1-4-0 , 7-5-4 14-4-0 21-2-12 28-8-0 30.0-0, r 1-4-0 7-5-4 6-10-12. 6-10-12 7-5-4 1-4-0 4x6 = 6.00 12 Scale =1:55.8 3x4 = 5xB = 13 12 11 10 5x8 = 3x4 11 10-3-5 18-3-8 18-1{-11 28-8-0 10-3-5 8-0-3 0- -3 10-3-5 Plate Offsets (X,Y)-- [2:0-3-8;Edge], [2:0-2-8,Edge], [4:0-3-0,0-3-4], [5:0-2-0,0-0-8], [6:0-3-0,0-3-0], [8:0-4-0,0-2-1], [13;0-2-0,0-1-8], [13:0-4-0,0-3-0], [14:0-2-0,0-0-21, [14:0-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in. floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.16 14-39 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.34 14-39 >650 180 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.01 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 201 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-13 OTHERS 2x4 SP No.3 REACTIONS. All bearings 10-8-0 except at=length) 2=0-8-0. (lb) - Max Horz 2=322(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 12, 10 except 2=-513(LC 12), 13=-740(LC 12), 8=-298(LC 12) Max Grav All reactions 250 lb or less at joint(s) 11, 10, 8 except 2=830(LC 1.7), 13=1444(LC 19), 13=1274(LC 1), 8=276(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-888/536, 4-5=-665/438, 5-6=-162/571, 6-8=-68/395 BOT CHORD 2-14=-283/1006, 12-13= 257/267, 11-12= 257/267, 10-11=-257/267, 8-10=-257/267 WEBS 5-13==1141/675, 6-13=-446/514, 5-14=-335/871, 4-14=-509/513 - NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 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) -2-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-4-0, Exterlor(2R) 14-4-0 to 18-4-0, Interior(1) 18-4-0 to 30-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp.DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5)'AII plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf, bottom chord live load nonconcurre_nt with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the. recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 10 except at=lb) 2=513, 13=740, 8=298, 8=298. 11) 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 aoDlied directly to the bottom chord Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 ® WARNING - verity 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 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 ANS11rPll 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 2508C 3CAR T24374993 2743073 B05 COMMON 3 1 Job Reference (optional) euucers mrstsource trtanl any, r-Li, rlanl U1y, rL - 06001, 0.401.0 5 Jul] 4 4U41 I11111 eK 111Uu5111e8, I11U. YV eU dull I O lu- l A 1 —1 rage 1 I D:ZzuNOAdEBoQdU2OW uKTt6czl Ulk-11 rW?D5Q6?dlzmaBRrHxEReCUrtSQjbRyM7T9zz5g8U 1-4-0 7-5-4- 14-4-0 21-2-12 28-8-0 30.0-0 1-4.0 7-5-4 6-10-12 6-10-12 7-5-4 1-4-0 Scale=1:51.9 46 = 6.00 12 4 3x4 3x4 = 2x4 11 = 3x8 = 2x4 11 3x4 = 14-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.15 11-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.20 11-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB . 0.85 Horz(CT) 0.07 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 138lb 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=-322(LC 10) Max Uplift 2=-711(LC 12), 6=-711(LC 12) Max Grav 2=1133(LC 1), 6=1133(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1881/1197, 3-4=-1293/968, 4-5=-1293/968, 5-6=-1881/1197 BOT CHORD 2-11=-893/1698, 9-11=-894/1695, 8-9=-911/1631, 6-8=-910/1635 WEBS 4-9=428/7461 5-9=-731/563, 5-8=0/300, 3-9=-730/563, 3-11=0/300 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 14-4-0, Exterior(2R) 14-4-0 to 18-4-0, Interior(1) 18-4-0 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) 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=711, 6=711. 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. Joaquin Velez PE N6.68182 MIT& USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 m I1T 0 ® 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 MOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and 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 City . Ply 2508C 3CAR T24374994 2743073 B06C Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 15:21:52 2021 Page 1 ID:ZzuNOAdEBoQdU2OW uKTi6czl Ulk-mxPuCZ62tllcbv9K_YpAnfAO3FCu9CkaBOtl hPz5g8T 1-4-0 7-3-11 13-6-8 15.1-8 21-4-5 28-8-0 30-0-0 1-4-0 7-3-11 6-2-13 1-7-0 6-2-13 7-3-11 co 0 Scale = 1:52.6 4x6 = 4x6 = 6.00 12 4 e 3x4 = 2x4 11 3x4 = 3x4 = 2x4 II 3x4 = 3x4 = 7-3-11 13-6-8 15-1-8 , 21-4-5 28-8-0 7-3-11 6-2.13 1-7-0 6-2-13 7-3.11 Plate Offsets (X,Y)-- [3:0-3-0,0-3-4),[6:0-3-0,0-3-4) LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 TCDL 7.0 Lumber DOL 1.25 BC 0.58 BCLL 0.0 Rep Stress Incr YES WB 0.73 BCD.L 10.0 Code. FBC20201TP12014 Matrix -AS DEFL. in (loc) I/defl Ud Vert(LL) 0.14 9-19 >999 240 Vert(CT) -0.19 9-19 >999 180 Horz(CT) 0.07 7 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=307(LC 11) Max Uplift 2=-711(LC 12), 7=-711(LC 12) Max Grav 2=1133(LC 1), 7=1133(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1886/1170, 3-4=-1331/950, 4-5=-1120/927, 5-6=-1331/950, 6-7=-1886/1170 BOT CHORD 2-13=-859/1703, 11-13=-860/1699, 10-11=-437/1120, 9-10=-891/1635, 7-9= 890/1639 WEBS 3-13=0/295, 3-11= 713/533, 4-11=-231/378, 5-10=-231/378, 6-10=-714/532, 6-9=0/295. PLATES GRIP MT20 244/190 Weight 145 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. 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=5ft; 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 13-6-8, Exterior(2E) 13-6-8 to 15-1-8, Extedor(2R) 15-1-8 to 20-9-6, Interior(1) 20-9-6 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 of20.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 Qt=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. Joaquin Velez PE N6.68182 MiTek USA, Inc.. FL Cerf 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 ® WARNING - Verity designparameters 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 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/1 Duality 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 2508C 3CAR T24374995 2743073 B07C Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MI I eK Industries, Inc. Wed Jun 15 15:21:53 ZU21 Page 1 . ID:ZzuNOAdEBoQdU2OW uKTi6czl Ulk-EBzGQv7gectTD3kW YFKPJsjYBeUpuitj PgcaDrz5g8S 1-4-0 6-1-7 11-6-8 ,12-10-7, 15.0-0 , 21-6.12 28-8-0 30-0-0, 1-4-0 6-1-7 5-5-1 1-3-15 2-1-8 6-6-12 7-1-4 1-4-0 Scale = 1:52.8 4x6 = 4x6 3x4 = 2x4 11 3x4 = 5x6 = 3x4 = 4x4 = 6-1-7 11-6-8 12-10-7 19-6-14 28-8-0 6-1-7 5-5-1 1-3-15 6.8-7 9-1-2 Plate Offsets (X,Y)-- [7:0-3-0,0-3-4], [11_0-1-12,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL . 1.25 TC . 0.61 Vert(LL) -0.18 10-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.36 10-19 >953 180 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 153 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 Horz 2=308(LC 11) Max Uplift 2=-711(LC 12), 8=-711(LC 12) Max Grav 2=1302(LC 17), 8=1305(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2209/1307, 3-4=-1649/1085, 4-5=-1435/1072, 5-6= 1621/1230, 6-7=-1963/1264, 7-8=-2105/1267 BOT CHORD 2-13=-1038/2150, 12=13=-1038/2150, 11-12=-631/1572, 10-11=-484/1323, 8-10_ 960/1827 WEBS 3-12=-673/470, 4-12=-166/405, 5-11=-613/472, 6-11= 511/842, 6-10= 411/883, 7-10=-447/496 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=5ft; 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 11-6-8, Exterior(2E) 11-6-8 to 12-10-7, Interior(1) 12-10-7 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and forces & MW FRS 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 at=lb) 2=711,8=711. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 .Afi, WARNING - Verity 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 ANS11TPI1 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 25OBC 3CAR T24374996 2743073 B08C Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, -1-4-0, 5-2-15 9.6-8 co i 0 4x4 = 3x4 = 3x4 = 3x4 = 8.430 s Jun 2 2021MiTek Industries, Inc. Wed Jun 16 15:21:54 2021 ID:ZzuNOAdEBoQdU2OW uKTi6czl Ulk-i KXfdF7J P.w?KgDJj6zres4Gjw2oHd55teKM7r 46 = 3x4 = 9-6-8 10-10-7 19-6-15 28-8-0 9.6-8 1-3-15 B-8-7 9-1-1 Plate Offsets (X Y)-- [7:0-3-0,0-3-41, [8:0-2-10,0-1-81 7-1-4 ' 1-4-0 3x4 Scale= 1:52.8 co 1"T 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL : 1.25 TC 0.61 Vert(LL) -0.31 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.50 10-12 >687. 180 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 145 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. 2-11: 2x4 SP No.1 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 Grev 2=1307(LC 17), 8=131 O(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2187/1428, 3-4=-1899/1222, 4-5=-1689/1190, 5-6=-1948/1440, 6-7= 1989/1299, 7-8= 2131/1301 BOT CHORD 2-13=-1177/2150, 12-13- 1336/1843, 10-12=-517/1326, 8-10=-95B/1848 WEBS 3-13=-371/398, 4-13=-219/536, 5-12=-837/691, 6-12=-644/1028, 6-10=-410/931, 7-10=-442/495 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=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-B-0, Interior(1) 2-8-0 to 9-6-8, Exterior(2E) 9-6-8 to 10-10-7, Interior(1) 10-10-7 to 1.5-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and forces & MW FRS 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. b) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 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. 6) TRis 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. Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII.7473 rev. 6/19/2020 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 ANS11TPl1 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 City Ply 2508C 3CAR i T24374997 2743073 B09: ROOF SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), _ Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 15:21:55 2021 Page 1 ID:ZzuNOAdEBoQdU2OW uKTi6czl Ulk-AW 51 gbMD7BSNuvggMtOHotHSBdMZIOt_5h[kz5g8Q 1-4-0 , 7.6-8 8-10-7 15-0-0 22-0-5 28-8-0 30-0-0 , 1-4-0 7-6-8 1-3-15 6-1-8 7-0-6 6-7-11 1-4-0 Scale = 1:52.6 5x6 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 7-6-8 7- 3 1$5-2 19-6-14 28-8-0 7-6.8 0- - 1 2-7-15 9-1-12 9-1-2 Plate Offsets (X,Y)-- [2:0-0-12,0-0-0], [3:0-3-0,0-2-7], [8:0-2-10,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl. Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70. Vert(LL) -0.29 10-12 >999 240 MT20 244/190. TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.49 10-12 >701 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 141 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 Horz 2=-308(LC 10) Max Uplift 2=-711(LC 12), 8= 711(LC 12) Max Grav 2=1308(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=-2086/1289, 3-4=-1874/1296, 4-5=-2027/1372, 5-7=-1969/1242, 7-8=-2162/1302 BOT CHORD 2-13=-997/2022, 12-13=-1055/2159, 10-12=-510/1335, 8-10=-990/1885 WEBS 3-13=-218/618, 5-12=-560/1037, 5-10=-348/893, 7-10=-455/500, 4-12= 663/623, 4-13=-492/230 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust): Vasd=1 24mph; 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 7-6-8, Exterior(2E) 7-6-8 to 8-10-7, Interior(1) 8-10-7 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 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 vjill fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) 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. Joaquin Velez PE No.69192 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 ® WARNING - Verity 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 verfy.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?PI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City I Ply 2508C SCAR T24374998 2743073 B10 ROOF SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 15:21:56 2021 Page 1 ID:ZzuNOAdEBoOdU2OW uKTi6czl Ulk-ejfP2x9ZwXG24XT5DOt6xUL2psUi5_NA5erEgAz5g8P 1-4-0 5-6.8 6-10-7 10-3-5 N1. 1r3 15-0-0 22-0-6 28-8-0 30-0-0, 1-4-0 5-6-8 1-3.15 3-4-14 14 4-0-12 7-0-6 6-7-10 1-4-0 Scale =1:52.6 4x6 = 1 1 � = 10ITI 1 0F7 0 14 13 12 26 27 11 3x4 = 3x4 = 3x10 = 3x4 = 3x4 = 3x4 5-6-8 6-107 10-3-5 19-6-14 22-9-12 28-8-0 5.6-8 1-3-15 3-4-14 9-3-9 3-2-13 5-10-4 Plate Offsets (X,Y)-- [9:0-2-10,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.31 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.52 11-13 >656 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight 145 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-308(LC 10) Max Uplift 2=-711(LC 12), 9=-711(LC 12) Max Grav 2=1307(LC 17), 9=1308(LC 18) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2213/1343, 3-4=-2004/1314, 4-5=-2041/1267, 5-6=-2114/1449, 6-8=-1967/1225, 8-9= 2161/1287 BOT CHORD 2-14=-1073/2153, 13-14=-1199/2419, 11-13=-487/1331, 9-11=-990/1884 WEBS 3-14=-318/734, 4-14=-659/380, 4-13=-558/435, 5-13=-299/370, 6-13= 665/1163, 6-11=-353/898, 8-11=-457/507 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 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 5-6-8, Exterior(2E) 5-6-8 to 6-10-7, Interior(1) 6-10-7 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 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 Qt=lb) 2=711, 9=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 sAeetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 3.361.0 Date: June 16,2021 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-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 Injuryand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITPl1 Ouality 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 2508C 3CAR T24374999 2743073 B11 ROOF SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 15:21:58 2021 Page 1 I D:ZzuNOAdEBoQdU2OW uKTi6czl U(k-b5m9TdApSBW mJgcULpvaOvQMefBTZykTZyKLv3z5g8N 1-4-0 3-6-8 4-10-7 7-11-8 15-0.0 22-0-5 28-8.0 30.0.0 1r O r 3.6-8 1-3-15 3-1-1 7-0-8 7-0-6 6-7-11 1-4-0 Scale = 1:52.6 5x6 = 11,21` —10I1 0 0 14 13 12 26 27 11 4x8 = 3x4 = 3x4 = 3x4 = 3x4 3x4 = 3-6-8 4-10-7 6-2-5 10-5-1 19.6-14 23-5-11 28-8-0 3-6-8 1-3-15 1-3-14 _ 4.2-12 9-1-13 3-10-13 5-2-5 Plate Offsets (X,Y)-- [9:0-2-10,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.30 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.50 11-13 >687 180 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code; FBC2020/ PI2014 Matrix -AS Weight: 142 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=308(LC 11) Max Uplift 2= 711(LC 12), 9=-711(LC 12) Max Grav 2=1305(LC 17), 9=1307(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2307/1352, 3-4=-2573/1498, 4-5=-2971/1732, 5-6=-2056/1280, 6-8=-1961/1205, 8-9=-2155/1264 BOT CHORD 2-14=-1103/2255, 13-14=-1126/2342, 11-13=-490/1343, 9-11=-984/1878 WEBS 3-14=-475/958, 4-14= 1235/736, 5-14= 380/768, 5-13=-686/621, 6-13=-478/1042, 6-11=-345/890, 8-11=-456/498 Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 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 Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 3-6-8, Extedor(2E) 3-6-8 to 4710-7, Interior(1) 4-10-7 to 1570-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 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 at=lb) 2=711, 9=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. Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 Q WARNING -Verity 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/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute,2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty r Ply 25011C 3CAR T24375000 2743073 B12 Roof Special Girder 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MITek Industries, Inc. wed Jun 16 15:21:59 2021 f age 1 I D:ZzuNOAdEBoQdU2OW uKTi6czl Ulk-3HKYgyBRDSecx_BgvW RpZ7zZ13XOI Ngcoc3uRVz5g8M 2-10-7 6-2-13 10-3=5 15-0-0 21-5-2 25-6-8 1-3.15 3-4-6 4-0-8 4-8-10 6-5-2 4-1-6 Scale: 1/4"=1' 44 t2 3x4 = 3x10 = 3x10 = 4x4 = 3x4 = 6x8 2-10.7 10-3.5 19.6-14 25-6-8 1 22 10-7 7-4-14 9.3-8 5-11-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.29 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC .0.85. Vert(CT) -0.48 11-13 >640 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.71 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 144 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, BOT CHORD 2x4 SP No.2'Except* except end verticals. 2-12: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-1-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-3-8 Max Horz 2=269(LC 7) Max Uplift 2= 651(LC 8), 10=-530(LC 8) Max Grav 2=1009(LC 13), 10=1057(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1792/906, 3-4=-2774/1341, 4-5=-3410/1703, 5-6— 1745/881, 6-7= 1791/1036, 7-8=-1260/736 BOT CHORD 2-14=-870/1747, 13-14= 1043/2148, 11-13=-376/1004, 10-11=-512/998 WEBS 3-14=-638/1464, 4-14=-1546/835, 5-14=-609/1313, 5-13=-571/433, 6-13=-286/307, 7-13=-520/1154, 7-11=-78/364, 8-1 0=-1 333/693 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); 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 alive load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7).9rovide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=651, 10=530. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 31 lb down.and 114 lb up at 1-6-8 on top chord, and 67 lb up at 1-6-8 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 (pl.9 Vert: 1-3=-54, 3-4=-54, 4-7=-54, 7-9=-54, 10-15=-20 Concentrated Loads (lb) Vert: 3=73(F) 18=45(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 0 WARNING - Verity 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 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 . 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 , Cty Ply 2508C 3CAR T24375001 2743073 C1 Jack -Open 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 15:21:59 2021 Page 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-3HKYgyBRDSecx_BgvW RpZ7ze73kwlYscoc3uRVz5g8M -1-4-0 0-11-4 1-4-0 0-11-4 0-11-4 0-11-4 Plate Offsets (X,Y)-- 12:0-1-4,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.26 Vert(LL) . 0.00 5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.05 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/TPI2014 Matrix -MP 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) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:7.6 PLATES GRIP MT20 244/190 Weight::5 Jb 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. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=4011; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MW FRS 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 Gt=lb) 2=226. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 0 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 ANS117P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety /nformation, available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , Oty r Ply 2508C SCAR T24375002 2743073 C3 Jack -Open 4 1 Job Reference (optional) emtaers mrsibource trtani L ny, rLI, rianl Uuy, rL - 50001, 0.9OU 5 JUII c cvu IVII I CIS IIIUUMILJ, II lu. VV.0 JUII lu la.aa.uu -1 ray. I ID:zmbLkv5ELl DtgyehSMnND7z4_W x-XUuwuIC3_mmTY8mtSDy25KVptT1 K1?61OGpSzxz5g8L -1-4.0 2-11-4 • 1.4-0 2=11-4 Scale=1:12.7 2-11-4 J 2-11-4 Plate Offsets (X Y)-- [2:0-0-4 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.26 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 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 n/a BCDL 10.0 Code FBC2020/TP12014 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 purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 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) 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; porch left exposed;C-C for members and forces & MW FRS 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 Gt=lb) 2=245. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 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 ANSHTPII Duality 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 2508C SCAR T24375003 2743073 C5 Jack -Open 4 1 Job Reference (optional) etuuaers mrstzjource tenant Lmy, rt-j, riani coy, 1-1-- ddob/, 0.1401.1 s uun z zuz i tvu t eK tnousuies, inc. vvea uun to i o:ee;u I eue i rage i I D:zmbLkv5ELl DtgyehSMnND7z4_W x-?gSI5eDil3uKAI L3OxTHeY2wutJvmRLvFwY? W Nz5g8K -1-4-0 4-11-4 1-4-0 4-11-4 1 3x4 = 4-11-4 Scale=1:17.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) ' 0.07 4-7 >897. 240 MT20 244/190 . 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/TP12014 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=-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. 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(i) 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=1b) 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. Joaquin Velez PE N6.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 3361.0 Date; June 16,2021 :A WARNING - Verity 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 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 . ANSM11 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 , City , Ply 2508C 3CAR T24375004 2743073 D01 SPECIAL 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 15:22:02 2021 Page 1 I D:imbLkv5ELIDtgyehSMnND7z4_W x-TsOgl_EKW NOBoSwFae_W Blb4sHcdVl W 2UaIZ2gz5g8J -1-4-0 5-3-12 8-6-0 - 20 15-7-5 22.0.0 23-4.0 • 1-4-0 5-3-12 3-4-4 0-4- 6-7-5 6-4.11 1-4-0 7x8 3x10 = 2x4 II 9-0-0 8-0-0 -15-7-5 21-e-0 0 rb}4 7-8-0 o eo6-7-5 s o-11 2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.21 11-12 >773 240 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) 0.1811-12 >883 180 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.01 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 9-13: 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2-7-10, Right 2x4 SP No.3 3-2-5 REACTIONS. (size) 14=0-4-0, 9=0-3-8, 2=0-4-0 Max Horz 2=434(LC 11) Max Uplift 14=-731(LC 12), 9=-762(LC 12), 2=-592(LC 12) Max Grav 14=853(LC 1), 9=555(LC 22), 2=405(LC 21) Scale=1:45.2 m 0I� o -a N PLATES GRIP MT20 244/190. Weight: 126 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 6-2-0 oc bracing: 12-14 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-389/1291, 4-5=-168/406, 5-7=-178/363, 7-9=-466/1554 BOT CHORD 2-14=-382/189, 12-14=-1040/327, 5-14=-314/43, 11-12=-1220/469, 9-11— 1220/469 WEBS 4-14=-246/516, 7-11=-721/261, 7-12= 545/1448 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 2-870, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-0-0, Interior(1) 13-0-0 to 23-4-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) All plates are 3x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) *.This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 14=73119=762, 2=692. 8) T,j is 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. Joaquin Velez PE No.66162 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 0 WARNING - Verity 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 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 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 2508C 3CAR T24375005 2743073 D01 S MONO TRUSS 3 1 Job Reference (optional) ttulmers rlrsmiource (viani L ny, rL), - mani l.liy, rL - 0000f, o.40u s Jun a &ue I ivn i eK mluutimes, mu. vveu Jull to ta:e4:ua euL I rdye i ID:zmbLkv5ELl DtgyehSMnND7z4_W x-x3a2W KEyHh82PcVR8MVljz7FfguyEIQCi El 6aGz5g81 1-4-0 6-0-10 8-10-0 1-4-0 6.0-10 2-9-6 2x4 11 Scale =1:29.4 4 bx6 = 4x4 = 4- 4- 7-11-8 7-7-8 1 8-10-0 0-10-8 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (Icc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.36 6-10 >264 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) 0.31 6-10 >301 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 42 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 2x4SPNo.3 REACTIONS. (size) 2=0-4-0; 6=0-3-8 Max Horz 2=332(LC 12) Max Uplift 2=-404(LC 12), 6=-408(LC 12) Max Grav 2=388(LC 1), 6=326(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-250/169 BOT CHORD 2-6= 495/202, 5-6=-495/202 WEBS 3-5=-300/736 NOTES- 1) Wind: ASIDE 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 8-8-4 zone; cantilever left exposed; porch left exposed;C-C for members and forces & MW FRS 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 nonconcurre.nt with any other jive loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=404, 6=408. 6) 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. Joaquin Velez PE No. 8182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 3.3610 Data: June 16,2021 A WARNING - Verity 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 ANSIfTplt 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 , City , Ply 2508C 3CAR T24375006 2743073 D02 GABLE 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MI I ek Inaustnes, Inc. wed Jun 16 I b:22:04 2U21 rage 1 ID:zmbLkv5ELlDtgyehSMnND7z4_Wx-PF8Rig Fa2_Gvi I4eh30_GAgLO4JgzhPLxunf6iz5g8H 1-4-0 6-0-10' 8-8.0 9 0 15-0.0 22-0-0 23-4=0 1-4-0 6-0-10 2-7-6 0-4 6-0-0 7-0.0 1-4-0 co 01 8-0.0 5x6 11 3x8 = 4xn Scale=1:43.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL . 1.25 TC 0.93 Vert(LL) 0.18 8-10 >865 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) 0.16 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight:.145 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 "Except' BOT CHORD Rigid ceiling directly applied. Except: 8-12: 2x4 SP No.2 P 6-9-0 oc bracing: 11-13 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 8=0-3-8, 2=0-4-0, 14=0-4-0 Max Horz 2=423(LC 11) Max Uplift 8=-778(LC 12), 2=-557(LC 12), 14=-748(LC 12) Max Grav 8=585(LC 1), 2=391(LC 21), 14=811(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-245/479, 4-5=-18B/450, 5-6=-217/455, 6-8=-680/1632 BOT CHORD 11-13— 1054/336, 5-13=-267/54, 10-11=-1372/561, 8-10=-1350/560 WEBS 6-10— 709/257, 6-11=-572/1531, 4-13=-269/527 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(l) 2-8-0 to 9-0-0, Extedor(2R) 9-0-0 to 13-0-0, Interior(1) 13-0-0 to 23-4-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/fPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `8) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Lumber designated with a "P" is pressure -treated. with preservatives. Plate lateral resistance values have been reduced 20% where used in this [timber. Plates should be protected; from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACC; CBA, or CA-B treated lumber is used, improved corrosion protection is required, and 0185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=778, 2=557, 14=748. Im R 6 a N Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 0 e e © WARNING - Verity designparameters 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 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 , ANS//TPIt Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety informationavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type 0ty Ply 2508C 3CAR T24375006 2743073 D02 GABLE 1 1 Job Reference (optional) bunaers i-irstaouree (rlani uny, f-L), rlani ury, rL - 00001, 0.14ou s dun a eue 1 wit i en muusures, urU, vveu dun 10 1 o:GG:V9 eue I rdye c ID:zmbLkv5ELlDtgyehSMnND7z4_W x-P F8Rjg Fa2_Gvl l4eh30_GAgL04JgzhPLxunf6iz5g8H COTES- 11) 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 - 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 verity 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 ANSIMPII 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 I Ply 2508C 3CAR T24375007 2743073 E7 JACK -OPEN $7 1 . Job Reference (optional) nuncers mrstsource trlant uty, I-L), 1� 0 riant cny, r-L - 3000/, 0.43U 5 Jun e- ZUZ 1 IVII I eK Inou5U1e5, Inc. vveu Jun to to;ee;u3 ZUZ I rage i I D:YARgCUhM7owkVEMpPNjefGzAwvz-tRhpxOGCplOmfvfgFnYDoOD W AUafi FLUAYW Df9z5g8G -140 700' .. . 1-4-0 7-0-0 77-0-0-0 Scale =1:23.1 Plate Offsets (X,Y)-- [2:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL . 1.25 TC 0.93. Vert(LL) 0.22 4-7 >376 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC. 0.86 Vert(CT) -0.21 4-7 >390 180 BCLL 0.0 ' Rep Stress Inca YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code. FBC202OfTP12014 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: ASIDE_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 Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MW FRS 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 fora 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 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. Joaquin Velez PE No.68182 MiTek USA, Inc: FL Cert 6634 .6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 ® WARNING - Verity 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 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 trusses and truss systems, see - ANSYTPl1 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 i Ply 2508C 3CAR T24375008 2743073 E7V Jack -Open 3 1 Job Reference (optional) Builders FirstSource (Plant city, FL), Plant city, FL - 33567, 1-4-0 1� 4x4 s 8.43U s Jun 2'2U21 Mi I eK Industries, Inc. wed Jun 16 15:22:ub 2U21 Page 1 I D:YARgCUhM7owkVEMpPNjefGzAwvz-McFB8MHgabWdG3DOpU3SLblgBuvDRibePCGmBbz5g8F 7-0-0 Scale = 1:22.9 Plate Offsets (X,Y)-- f2:0-2-7,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 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/TP12014 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: ASIDE 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 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 ANSl/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=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. . Joaquin Velez PE N6.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 © WARNING - Verity 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 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/TPII Duality 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 r I Qty I Ply 2508C 3CAR T24375009 2743073 E7VA Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-4-0 3x4 8.430 s Jun2 2021 MiTek Industries, Inc. Wed Jun 16 15:22:06 2021 Page 1 I D:YARgCUhM7owkVEMpPNjefGzAwvz-McFB8MHgabW dG3DOpU3SLblpwuOcRibePCGmBbz5g8F 7-0-0 6-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.09 6-12 >923 240 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.10 6-9 >864 180 BCLL 0.0 Rep Stress In or YES WB 0.00 Horz(CT) -0.02 5 n/a n/a BCDL 10.0 Code FBC2020lfP12014 Matrix -AS Scale=1:22.9 PLATES GRIP MT20 244/190 Weight: 30 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) 4--Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=278(LC,12) Max Uplift 4=-120(LC 12), 2=-195(LC 12), 5= 46(LC 12) Max Grav 4=126(LC 17), 2=361(LC 1), 5=226(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-8=-737/709 BOT CHORD 2-6= 996/840, 3-6=-807/957 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 2-8-3, Interior(1) 2-8-3 to 6-11-4 zone;C-C for members and forces & MW FRS 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 270-0 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 ANSVTPI 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) 5 except Qt=lb) 4=120,2=195. ,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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 Q WARNING - Verity 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 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 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 a Qty j Ply 2508C 3CAR . T24375010 2743073 E7VB Jack -Open 1 1 Job Reference (optional) tluiiaers I-IrstSource (Plant laty, i-L), Plant Gny, rL - 33bbf, b.43U s Jun Z ZUZI IVII I eK mouslrles, Inc. vveu dun I b I b:zZ:Ur zuz I rage I ID:YARgCUhM7owkVEMpPNjefGzAwvz-ggpZMhHSLveUuDoDNCahtplvNlHxA9gnds?Jj 1 z5g8E 1-4.0 4-1-8 7-0-0 4-1-8, 2-10-8 3x4 rU-U 2-10.6 A Scale = 1:23.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0. Plate Grip DOL . 1.25 TC 0.75. Vert(LL) 0.24 6-12 >344 240 MT20 244/190. TCDL 7.0 Lumber DOL . 1.25 BC 0.81 Vert(CT) -0.22 6 >387 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.07 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 28 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SO No.2 TOP CHORD' .' Structural wood sheathing directly applied. BOT CHORD: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=278(LC 12) Max Uplift'4=-156(LC 12), 2=-193(LC 12), 5= 25(LC 12) Max Grav 4=172(LC 17), 2=364(LC 1), 5=154(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or Jess except when shown. TOP CHORD 3-8=-807/767 BOT CHORD 2-6=-1063/895, 3-6=-862/1025 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. I];:Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Int&dor(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MW FRS 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) 5 except (jt=lb) 4=156,2=193. ,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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 ® WARNING - Verity designparameters 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 trussweb 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/TPI1 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 r Gty ! Ply 2508C 3CAR T24375011 2743073 E7VC Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 15:22:08 2021 Page 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-IONxZi 155DmLWNNPwv5wQOr3thjpvZcxsVltFTz5g8D -1.4-0 2-1-8 4-8-2 7-0-0 ° � 2-1-8 2-6.10 2-3-14 Scale=1:22.6 4x4 � 3.00 12 2-1-8 2-1-8 4-10-6 Plate Offsets (X Y)-- [2.0-0-15 Edge] [3:0-9-7 0-3-2] 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 0.83 Vert(LL) 0.16 . 3 >528 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.16 3-7 >506 180 BCLL 0.0 Rep Stresslncr YES WB 0.22 Horz(CT) -0.12 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 31 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) 5=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=278(LC 12) Max Uplift 5=-32(LC 12), 2=-224(LC 12), 6=-162(LC 12) Max Grav 5=24(LC 17), 2=313(LC 1), 6=257(LC 17) FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-9=-269/67 BOT CHORD 3-7=-558/328 WEBS 4-7=-438/749 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 Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MW FRS 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) 5 except (jt=lb) 2=22416=162. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity 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 and/or chord membersonly. 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?PIl Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2508C 3CAR r T24375012 2743073 F01 GABLE 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 15:22:09'2021 Page 1 I D:zmbLkv5ELlDtgyehSMnND7z4_W x-mDxKmNJjsW uC7XybUcc9zENHF55le25459UQowz5g8C -1-4-0 4.4-0 , 8-8-0 _ _ 10-0-0 1-4-0 4-4-0 4-4-0 1-4-0 Scale = 1:21.5 4x4 = 4 .. . m v 0 48 = 4x8 = -4- 4-0-0 4.0-0 -4- Plate Offsets (X,Y)-- [2:0-4-0,0-2-11,[6:0-4-0,0-2-11 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.03 8-17 >999 240 MT20 - 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) 0.03 8-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 45 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 6=0-4-0 Max Horz 2=-103(LC 10) Max Uplift 2=-481(LC 12), 6=-481(LC 12) Max Grav 2=393(LC 1), 6=393(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-310/1107, 4-6= 310/1107 BOT CHORD 2-8= 777/250, 6-8=-777/250 WEBS 4-8=-519/140 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 Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-4-0, Exterior(2R) 4-4-0 to 8-2-0, Interior(1) 8-2-0 to 10-0-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces &MWFRS for reactions shown;'Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Gable studs spaced at 2-0-0 oc. .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) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where 4 used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. -Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) Joaquin Velez PE No.68182 2=481, 6=481. MiTek USA, Inc. FL Cart 6634 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 6904 Parke East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date: June 16,2021 0 WARNING - Verity 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 injuryand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Salety.Information available from Truss Plate Institute,2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL 36610 Job Truss Truss Type , t sty Ply 2508C 3CAR T24375013 2743073 H7 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) bunaerS mrstsource (rlant uny, rL), rlam Lary, I-L - 00010/, 1-10-10 1 5-2-5 5-2-5 o.'IAu s qurl L LVG I Iv11 I tm muubtnub, 11 IL. vvuu au11 10 10.44.1 1 — 1 rayu 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-ib34B3LzOBBvNg6_cl ed2ffgCvjF6uHNYTzXsoz5g8A Scale =1:22.7 5-2-5 9-10.1 5-2-5 4-7-12 3x4 = 9-1 Q-13 0- -12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.04 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC. 0.46 .. Vert(CT) -0.07 : 6-7 >999 180 BCLL 0.0 Rep Stress [nor NO WB 0.36 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TP]2014 Matrix -MS Weight: 43lb 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'7-11-0 oc bracing. , 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. (lb) -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 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 jive 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) 4=147, 2=349, 5=178. 7) Hanger(s)'or other connection device(s) shall, be provided sufficient to support, concentrated loads) 64 lb down and 18 lb up at 1-5-12, 64 lb down and 18 lb up at 1-5-12, 5 lb down and 100 lb up at 4-3-11, 51b down and 100 lb up at 4-3-11, and 37 lb down .. land 155 lb up at 7-1-10, and 37 lb down and 155 lb up at 7-1-10 on top chord, and 41 lb up at 1-5-12, 41 lb up at 1-5-12, 5 lb down and 54 lb up at 4-3-11, 5 lb down and 54 lb up at 4-3-11, and 29 lb down at 7-1-10, and 29 lb 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 Joaquin Velez PE No.68182 Concentrated Loads (lb) MiTek USA, Inc.. FL Cart 6634 Vert: 13=-75(F= 37, B=-37) 15= 1 O(F=-5, B=5) 16=-57(F=-28, B=-28) 6904 Parke East Blvd. Tampa FL 3.3610 Date: June 16,2021 ® WARNING - Verity 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent is always required for stability and to prevent collapse, with possible personal injuryand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANS11TPlr Duality 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 Sty : Ply 2508C 3CAR T24375014 2743073 H17 DIAGONAL HIP GIRDER 1 1 Job Reference (optional) builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 15:22:10 2021 Page 1 . I D:ZzuNOAdEBoQdU2OW uKTi6czi Ulk-EPVi, j KLdg03lgXo2K70VRwXPVU W N W aEJpE_KMz5g8B 223 Scale = 1:9.1 2-2-3 Plate Offsets (X,Y)-- [2:0-2-10,0-0-2) LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 TCDL 7.0 Lumber DOL 1.25 BC 0.11 BCLL 0.0 Rep Stress Incr NO WB 0.00 BCDL 10.0 Code FBC2020lrP12014 Matrix -MP (.UMBER - 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=109(LC 8) Max Uplift 3=-61(LC 1), 2=-249(LC 8), 4=-46(LC 1) Max Grav 3=51(LC 8), 2=165(LC 1), 4=40(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.00 7 >999 240 MT20 244/190 Vert(CT) 0.00 7 >999 180 Horz(CT) 0.00 2 n/a n/a Weight: 10 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 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 othermembers. 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=249. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 75 lb up at 1-5-12, and 60 lb down and 75 lb up at 1-5-12 on top chord, and 48 lb up,at 1-5-12, and 48 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 Concentrated Loads (lb) Vert: 8=150(F=75, B=75) 9=51(F=26, B=26) Joaquin Velez PE No.69162 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 0 WARNING - Verity 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute,2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type c Ply 2508C 3CAR �Qlyy T24375017 2743073 PB3 VALLEY 2 1 Job Reference (optional) Builders FirslSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MI I ek Industries, Inc. weo Jun 15 1 b:22:14 2u21 rage 1 I D:?l YDfItmYJ 1 NmupVDA3te2z4H2S-7AkDg5Nrh3XUEIrZHACLgH5CB6g4JIOpERCST7z5g87 2-0-0 4-4-0 6-8-0 8-8-0 2-0-0 2-4.0 2.4-0 2-0-0 Scale = 1:16.5 3x4 = 3x8 11 3x4 = 6.00 F12 3 9 4 10 5 2x4 = 2x4 = O LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES . GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a n/a 999 MT20 244/190 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 FBC2020/TP12014 Matrix-S Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD, 2x4 SP No.2 BOT CHORD 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 at joint(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 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. 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) 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, Exterior(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 (jt=lb) 8=142. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 8. 18) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 3361.0 Date: June 16,2021 0 WARNING - Verity 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 vertfy.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 ANSIITP11 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 Symbols PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0-'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. * Plate location details available in MiTek 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: ANSUTPII: 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) 2 3 TOPCHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek@ All Rights Reserved MiTek® MiTek Engineering Reference Sheet: MII-7473 rev. 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 ANSUfPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.