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HomeMy WebLinkAboutTrussit ,f 258 Southhall Lane, Suite 200 fiF; D Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 � E: info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES July 20, 2021 Building Department Ref: Adams Homes Lot: Lot 176 Blk. Ph 3 Subdivision: Fort Pierce - Waterstone Address: 5327 Vespera St. Model: 1820 B LHG KA # 21-8342 Truss Company: Builders First Source Date of drawings: 7/6/21 Job No.: 2814457 Wind Speed: 160 Exposure: C Truss Engineer: 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 anq �sa�as rj� � techniques; and coordinating work with all other trades. '' \ _ �A&i� � � • w as L I Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, OP .� '?411111110 7/20/2021 7/20/2021 /20/2021 Carl A. Brown, P.E. Scott Lewkowski, P.E. Luis Pablo orres, P.E. FL. # 56126 FL. #78750 FL. # 87864 FDS Engineering Associates, A TSG Company "Your Building Code Experts" A 39-Ua-CH) 13-10-00 13-00-00 12-10-00 U U U U 6 oo' ^ 1lA WE Exp E Ed P( t wind lA Z E T C57 859# U 1695# ! i 3/12 VLT Aut 3112 VLT IR'0" PeG / / / / / / / AN 733 6 m / / / / / / / / 10'-0" CLG 3112 VLT 0 3112 VLT /10'71(CI_, a ODD SPACE 3112 VLT / / / / / / / / / / / / / / N 1 - "C G 3/12 VLT c 0 m o ^ ODD SPACE rIA Z IE 10'-O" CLG Exposed to 'nd B05 c1v 17 J W U U V �L t1mwN 1P yU BRG 3'-00" AFFW/ EEWALL TO 10-00" z-oe-BO 12-00-00 0 "" CLG D02 7(4 6-04-00 13-04-00 C V (J U U U U 20-00-00 39-08-00 ❑' Reviewed and Approved ❑ Revise and Resubmit ❑ Reviewed with Notations ❑ Not Reviewed (see explanation) Corrections or comments made on equipment submittals or shop drawings dining 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 constract ion; coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner FDS ENGINEERING ASSOCIATES Date: 07/20/2021 By: ES Submittal No.: Project No.: 21-8342 Project Eng.: Luis Project Name: Adams Homes - Fort Pierce - Waterston - Lot 176 Blk Ph 3 VERIFYALLDIMENSIONSANOCEIUNGCONdMI PRIORTOAPPROVAL SOME CEIUNG FRAMING REQUIRED IN FIEW BY BUILDER NAP! WIND FORGE RES6TING SYSTEMIC4 HYBRID WIND ASCE746 ENCLOSED EXPOSURE CATEGORY C OCCUPANCY CATEGORY11 WIND LOAD 160 MPH WIND IMPORTANCE FACTOR 1.00 TRUSSES HAVE BEEN DESIGNED FOR A MO PSF BOTTOM CHORD LNE LOAD NONCONGURRENT WRH ANY OTHER LNE LOADS ROOF LOADING FLOOR LOADING TCLL: 20 PSF TCLL: 40 PSF TCDL: 07 PSF TCOL' 10 PSF BCDL: 10 PSF BCDL: 5 PSF TOTAL- 37 PSF TOTAL, 65 PSF DURATION: 1.26 DURATION: 1.00 IMPORTANT This Drawing Must Be Approved And Returned Before Fabrication Will Begin. For Your Protection Check All Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. By Date CAUTION H! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (10. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders 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: 6/12 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 =8'-0" bearing ®10'-0" bearing BUILDER: Adams Homes PROJECT: Single Family BLK MODEL: 1820 B BLK ADDRESS: 6327 VESPERA ST LOT /BLOCK: 176 PH3 SUBDIVISION: WATERSTONE CITY: FOR PIERCE DRAWN BY: KSANCHEZ JOB 0, 2814457 DATE: 07/06/2021 SCALE: NTS PLAN DATE: 2021 REVISIONS: 1. 2. 3. 4. BLiilders 'Combining to serve you better 4408 Airport. Road Plant City, FL 33663 Ph. (813) 305-1300 Fax (813) 305-1301 Lumber design valgwere in accordance with ANSI/TPI 1 section'6.3 These truss designs rely on lumber values established by others. MiTek" RE: 2814457 - 1820 B BLIK MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tgripa, FL 33610-4115 Customer Info: Adams Homes Port St Lucie Project Name: 1820 B Model: 1820 Lot/Block: 176 Subdivision: WATERSTONE-5327 Vespera St Address: 5327 Vespera St, City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual, Truss Design, Drawings Show Special. Loading Conditions): Design Code: FBC2020/TPl2014 Design Program: 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 31 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T24589948 A01 7/6/21 2 T24589949 A02 7/6/21 3 T24589950 A03 7/6/21 4 T24589951 A04 7/6/21 5 T24589952 A05 7/6/21 6 T24589953 A06 7/6/21 7 T24589954 A07 7/6/21 8 T24589955 A08 7/6/21 9 T24589956 A09 7/6/21 10 . ' T24589957 A10 7/6/21 11 T24589958 All 7/6/21 12 T24589959 Al2 7/6/21 13 T24589960 B02 7/6/21 14 T24589961 B03 7/6/21 15 T24589962 B04 7/6/21 16 T24589963 B05 7/6/21 17 T24589964 Cl 7/6/21 18 T24589965 C1 P 7/6/21' 19 T24589966 C1 V 7/6/21 20 T24589967 C3 7/6/21 21 T24589968 C3V 7/6/21 22 T24589969 C5 7/6/21 No. Seal# Truss Name Date 23 T24589970 C5V 7/6/21 24 T24589971 D02 7/6/21 25 T24589972 E3 7/6/21 26 T24589973 E7 7/6/21 27 T24589974 : EN .7/6/21 28 T24589975 E7VP 7/6/21 29 T24589976 H3 7/6/21 30 T24589977 H7 7/6/21 31 T24589978 H7V 7/6/21 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters .provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Velez, Joaquin r My license renewal date for the state of Florida is February 28, 2023. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSIIrPI 1, Chapter 2. 111111J,1.0 �.` � .•'� `BENS N 8182 ATE OF 1 Z. N Ate` ���/ ►;IIIUII�` Joaquin elez P No.68182 MiTekU, ..Inc. LCO6634 66' Pa a East Ivd. Tampa FL, 33610 Dates July 6,2021 Velez, Joaquin 1 of 1 Job Truss Truss Type Qty Ply 1820 B BLK T24589948 2814457 A01 SPECIAL 8 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.43U s Jun 2 2U21 MI I eK Inaustnes, Inc. I us Jul ti 11:bun to 2U21 rage 1 ID:193QGWBBpX3jRI87zeOm7kz5?ad-Ok8_IsKStTtcHWIGiVJ: xTgyllTNyIJ7YdnBQcz_o8P rt-4.0, 6-3-0 11-11-12 19-10-0 27-8-4 33-5-0 39-8-0 41=0-Q 1-4-0 6-3-0 5-8-12 7-10-4 7-10-4 5-8-12 6-3.0 5x6 = 6.00 12 Scale=1:72.2 I9 W N Ia 6 ST1.5x8 STP= ST1.5xB STP= 5x12 3.00 12 5x12 8-8-0 17-6-8 " ' 22-1-8 31-0-0 39-8-0 8.8.0 B-10-8 4.6-15 8-10-8 8-8-0 Plate Offsets (X Y)-- [2:0-4-8 0-2-8] [4:0-4-0 0-3-0] r6:0-4-0,0-3-0],[8:0-4-8,0-2-8],[10:0-4-0,0-5-0],r14:0-4-0,0-5-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES. TCLL 20.0 Plate Grip DOL. 1.25 TC 0.96 Vert(LL) 0.49 10-11 >960 240 MT20 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.83 10-11 >561 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.71 Horz(CT) 0.48 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 230lb LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except` TOP CHORD Structural wood sheathing directly applied. 1-4,6-9: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-1-9 oc bracing. BOT CHORD 2x6 SP M 26 *Except* WEBS 1 Row at micipt 6-11, 4-12 13-14,10-13: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=433(LC 9) Max Uplift 2=-81O(LC 10), 8=-81O(LC 10) Max Grav 2=1782(LC 15), 8=1782(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5794/2627, 3-4— 5560/2469, 4-5=-2715/1481, 5-6=-2676/1481, 6-7=-5238/2469, 7-8=-5483/2628 BOT CHORD 2-14=-2202/5538, 12-14=-1441/3786, 11-12=-649/2204, 10-11=-1441/3291, 8-10=-2202/4922 WEBS 5-11=-425/1139, 6-11 =-1 436/820, 6-10=-682/2000, 7-1 0=-1 88/281, 5-12=-425/1190, 4-12=-1522/820, 4-14_ 682/2184, 3-14=-173/281 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-7-10, Interior(1) 2-7-10 to 15-10-6, Exterior(2R) 15-10-6 to 23-9-10, Interior(1) 23-9-10 to 37-0-6, Extedor(2E) 37-0-6 to 41-0-0 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 gill fit between the bottom chord and any other members, with BCDL=10.Opsf. 6) Bearing at joints) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=810, 8=810. GRIP 244/190 FT = 20% Joaquin Velez PE No.68182. MiTek USA, Inc. FL Cert 66U 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 MiT�k° is always required for stability and to prevent collapse with possible personal injury and property damage. For general. guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 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 Qty Ply 1820 B BLK e T24589949 2814457 A02 SPECIAL 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.431) s Jun Z ZU21 Mi I eK Industries, Inc. I Lie Jul ti 11:b9:1 tt ZUZI rage 1 I D:193QG W BBpX3j Rl87zeOm7kz5?ad-K6JkAXMIP58KW pvfpwLQOuIJEZ79QfsQOxG IVUz_o8N ri-4-q 6-3-0 11-11-12 19.0-0 20-8-0 27-B-4 33-5-0 39-8-0 Al-0-Q 6-9.0 5-B-12 7-0-4 1-8.0 .7-0-4 5-B-12 6-3-0 1-4-0 Scale=1:75.1 5x6 = _ 6.00 FIT 0 0 m N Iv 0 ST1.5x8 STP = 3x4 = ST1.5x8 STP = M. 3.00 F12 6x8 15-7-7 19-10-0 1 24-0-9 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.90 BC 0:86 WB 0.70 Matrix-SH DEFL. in (loc) I/defl Ud Vert(LL) 0.53 12 >890 240 Vert(CT)-0.8011-12 >584 180 Horz(CT) 0.54 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 218 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4,7-10: 2x4 SP No.i BOT CHORD Rigid ceiling directly applied, or 4-2-2 oc bracing. BOT CHORD 2x4 SP No.2 *Except* 2-16,9-11: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. I(size) 2=0-8-0, 9=0-8-0 Max Horz 2=-417(LC 8) Max Uplift 2=-810(LC 10), 9=-810(LC.10) Max Grav 2=1533(LC 1), 9=1533(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4678/2623, 3-4=-4460/2503, 4-5=-2621/1685, 5-6=-1866/1397, 6-7=-2621/1685, 7-8=-4460/2503, 8-9=-4678/2623 BOT CHORD 2-16=-2192/4471, 15-16=-1473/3093, 13-15=-740/1864, 12-13=-740/1862, 11-12=-1473/2962, 9-11=-2192/4181 WEBS 4=16=-695/1675, 4-15=-1162/756, 5-15=-535/1071, 5-13=-261/320, 6-13=-261/320, 6-12=-535/1010, 7-12=-10861756, 7-11=-695/1545 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=5.Opsf; h=15ft; 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 2-7-10, Interior(1) 2-7-10 to 15-0-6, Exterior(2R) V-0-6 to 24-7-10, Interior(1) 24-7-10 to 37-0-6, Exterior(2E) 37-0-6 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Joaquin Velez PE No.68182 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) MiTek USA, Inc. FL Cert 6634 2=810, 9=810. 6604 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 ® 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 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 Tekp IVI� l 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 ANSI/Tpl1 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 1820 B BILK T24589950 2814457 A03 SPECIAL 0 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 11:59:20 2021 Page 1 I D:193QG W BBpX3j RI87zeOm7kz5?ad-GV RVbDNzxi01 m722xLNu5JghEMol uW ejTFI PaNz_o8L r1-4-q - 6-3-0 11-11-12 17-0-0 22-8-0 27-8-5 33-5-0 39.8-0 Al-0:q 1-4.0 6.3.0 5-8-12 5-0-5 5.8-0 5-0.4 5-8-12 6-3.0 1-4-0 Scale=1:75.1 6.00 12 54 = 5x8 = ST1.5x8 STP = ST1.5x8 STP 5xB 3.00 12 5x8 Zz 22-8.0 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/rP12014 CSI. TC 0.80 BC 0.88 WB 0.94 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft . L/d 0.53 11-12 >891 240 -0.79 11-12 >590 .180 0.49 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 235 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied: or 4-8-6 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-14 REACTIONS. (size), 2=0-8-0, 9=0-8-0 Max Horz 2=376(LC 9) Max Uplift 2=-81 O(LC 10), 9— 81O(LC 10) Max Grav 2=1533(LC 1), 9=1533(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4846/2901, 3-4=-4578/2723, 4-5=-2453/1692, 5-6=-2150/1604, 6-7=-2451/1691, 7-8=-4578/2723, 8-9=-4846/2901 BOT CHORD 2-15=-2453/4599, 14-15=-1599/3074, 12-14=-998/2148, 11-12=-1599/2984, 9-11=-2453/4352 WEBS 3-15=-261/317, 4-15=-775/1762, 4-14=-1183/761, 5-14=-394/792, 6-12= 394/816, 7-12=-1111/761, 7-11=-775/1647, 8-11=-275/317 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=5.Opsf; h=15ft; 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 2-7-10, Interior(1) 2-7-10 to 13-0-6, Exterior(2R) 13-0-6 to 26-7-10, Interior(1) 26-7-10 to 37-0-6, Exterior(2E) 37-0-6 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) �earing at joint(s) 2, 9 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=810, 9=810. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A 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 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 ANSLITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type City Ply 1820 B BLK e A T24589951 2814457 A04 SPECIAL 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, d.4JU s Jun z zuzl mi i eK mousineS, Inc. I Us JUI 6 I1:bW:ZI zuzl rage I ID:193QGWBBpX31RI87zeOm7kz5?ad-kh_tpZObiOWuNHdEU2u7eXNscm9gd3OsiuVy6pz o8K r1-4-q 5-11-1 9-6-9 15-0-0 19-to-0 24-B-0 30.1-7 33.8-15 39-8-0 Al-O-Q 1-4 � 5.11-1 3-7-9 5-5-7 4-10-0 4-10-0 5-5-7 3-7-9 5-11-1 1-4-0 6.00 12 54 = 3x4 = 5x6 — 19 6 20 7 ST1.5x8STP= .. ST1.5x8STP= 5x12 : 3.00 12 5x12 Scale = 1:75.1 15.0-0 24-8-0 31-0-0 39.8-0 B-8-0 6-4-0 9-8-0 6-4-0 8-8.0 Plate Offsets (X,Y)-- [2:0-0-3,1-11-7], [2:0-3-7,Edge], [4:0-3-0,0-3-0], [5:0-3-0,0-2-0], [7;0-3-0,0-2-0], [8:0-3-0,0-3-0], [10:0-0-3,1 -11 -7], [10:0-3-7,Edge], [12:0-3-8,0-5-0], [16:0-3-8,0-5-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.48 13-15 >975 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.84 13-15 >560 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.53 Horz(CT) 0.48 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 237 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x6 SP M 26 *Except* BOT CHORD Rigid ceiling directly applied or 5-0-14 oc bracing. 14-16,12-14: 2x6 SP No.2 WEBS 1 Row at midpt 4-15, 8-13 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=335(LC 9) Max Uplift 2=-81 O(LC 10), 10=-81 O(LC 10) Max Grav 2=1791(LC 15), 10=1791(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5703/2964, 3-4=-5526/2858, 4-5=-3211/1882, 5-6=-2872/1788, 6-7=-2776/1788, 7-8=-3105/1882; 8-9=-5278/2858, 9-10=-5465/2964 BOT CHORD 2-16=-2507/5375, 15-16=-2095/4637, 13-15=-136B/2990, 12-13=-2095/4197, 10-12=-2507/4901 WEBS 4-16=-587/1599, 4-15— 1857/965, 5-15=-495/1140, 7-13=-495/1148, 8-13=-1751/965, 8-12=-587/1485, 6-.15=-332/201, 6-13=-332/201 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=5.Opsf; h=15ft; 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 2-7-10, Interior(1) 2-7-10 to.11-0-6, Extedor(2R) 11-0-6 to 18-11-10, Interior(1) 18-11-10 to 20-8-6, Exterior(2R) 20-8-6 to 28-7-10, Interior(1) 28-7-10 to 37-0-6, Exterior(2E) 37-0-6 to 41-0-0 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 waterponding. 5) Sis 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) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Joaquin Velez PE No.68182 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100'lb uplift at joint(s) except Qt=lb) MiTek USA, Inc. FL Cart 6634 2=810, 10=810. 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 ANS//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 Qty Ply 1820 B BLK i 1 T24589952 2814457 A05 SPECIAL 1 Job Reference (optional) 4 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 11:59:23 2021 Page 1 ID:193QGWBBpX3jRl87zeOm7kz5?ad-h46dDFQsDdmcdbndcTxbjySB6apX5wC99C_3Aiz o81 ri-4-q 6-8-0 13-0-0 19-t0-0 26.8-0 33-0-0 39-8.0 A1-0-Q 1-4.0 6-8-0 6-4-0 6-10-0 6-10-0 6-4-0 6-8-0 1-4-0 6.00 FIT 5x6 = 3x4 = 5x6 — 4 17 18 5 19 206 ST1.5x8 STP = ST1.5x8 STP = 6x8 = 3.00 12 6x8 Scale=1:75.1 8-8-0 15-7-5 24-0-11 31-0-0 39-8.0 8-8-0 6-11-5 8-5-6 6-11-5 8-8-0 Plate Offsets (X Y)-- [2:0-5-9 Edge] [3:0-3-0 0-3-0] [4:0-3-4 0-2-0] [6:0-3-4 0-2-0] {7:0-3-0 0-3-01 [8:0-5-9,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES. GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.89 Vert(LL) 0.55 11-13 >845 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT)-0.89.11-13 >526 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.76 Horz(CT) 0.57 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 190 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except` TOP CHORD Structural wood sheathing directly applied. 4-6: 2x4 SP No.2, 1-3,7-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-10-15 oc bracing. BOT CHORD 2x4 SP No.2 'Except' 2-14,8-10: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-Oi 8=0-8-0 Max Horz 2— 294(LC 8) Max Uplift 2=-81O(LC 10), 8=-81 O(LC 10) Max Gram 2=1533(LC 1), 8=1533(LC 1) FORCES. (lb) - Max. Comp./Max. Tern. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4722/2949, 3-4=-4466/2806, 4-5=-2924/2005, 5-6= 2924/2005, 6-7=-4466/2806, 7-8=-4722/2949 BOT CHORD 2-14=-2492/4340, 13-14=-1444/2714, 11-13=-1702/3110, 10-11=-1444/2714, 8-10=-2492/4222 WEBS 3-14=-282/338, 4-14=-985/1859, 4-13=-142/522, 5-13=-394/275, 5-11=-394/275, 6-11=-142/522, 6-10=-985/1749, 7-10=-292/338 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterjor(2E) -1-4-0 to 2-7-10, Interior(1) 2-7-10 to.9-0-6, Exterior(211) 2-0-6 to 16-11-10, Interior(1) 16-11-10 to 22-8-6, Exterior(2R) 22-8-6 to 30-7-10, Interior(1) 30-7-10 to 37-0-6, Exterior(2E) 37-0-6 to 41-0-0 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. !this 5) truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Joaquin Velez PE No.68182 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) MiTek USA, Inc. FL Cert 6634 2=810, 8=810. 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon 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 Qty Ply 1820 B BLK f T245B9953 2814457 A06 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 11:59:24 2021 Page 1 I D:193QG W BBpX3j RI87zeOm7kz5?ad-9Gg?RbRU_xuTEkMpABSgG9?L9zAegQylOsjcj8z_o8H r1-4-q 5-11-1 11-0-0 17-0-0 22-B-0 28-8-0 33-8-15 39-8-0 $1-0-0 1-4-0 5-11-1 5-0-15 6-0-0 5-8.0 6-0-0 5-0-15 5-11-1 1-4-0 5x6 2x4 II 5x6 = 4 18 19 0 0 20 21 7 5x6 = Scale = 1:73.6 ST1.5x8 STP = ST1.5x8 STP = 6x8 % 3.00 12 8-8-0 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 FBC2020ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 13-15,11-13: 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. . (size) 2mO-8-0, 9=0-8-0 Max Horz 2=-253(LC 8) Max Uplift 2=-81 O(LC 10), 9=-81 O(LC 10) Max Grav 2=1533(LC 1), 9=1533(LC 1) 16-10-11 6x8 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TIC 0.94 Vert(LL) 0.6812-14 >689 240 MT20 244/190 BC 0.86 Vert(CT)-0.9712-14 >481 180 WB 0.54 Horz(CT) 0.57 9 n/a n/a Matrix-SH Weight: 209 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly appliettor3-11-8 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4676/2926, 3-4=-4455/27241.4-5=-3991/2570, 5-6=-3991/2571, 6-7=-3994/2572, . 7-8=-4455/2724, 8-9=-4675/2926 BOT CHORD 2-15=-2472/4227, 14-15=-1709/3153, 12-14=-2149/4007, 11-12=-1710/3155, 9-11= 2472/4178 WEBS 3-15=-214/309, 4-15=-702/1462, 4-14=-493/1086, 5-14=-319/298, 6-12=-376/300, 7-12=-493/1086, 7-11=-699/1408, 8-11=-227/308 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-7-10, Interior(1) 2-7-10 to 7-0-6, Exterior(2R) 7-0-6 to 14-11-10, Interior(1) 14-11-10 to 24-8-6, Extedor(2R) 24-8-6 to 32-7-10, Interior(1) 32-7-10 to 37-0-6, Exterior(2E) 37-0-6 to 41-0-0 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) xThis truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 9 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 100 lb uplift at joint(s) except Qt=lb) 2=810, 9=810. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; July 6,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 M6Tek° 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 1820 B BLK 6 I T24589954 2814457 A07 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 11:59:26 2021 Page 1 I D:193QG W BBpX3j RI87zeOm7kz5?ad-5fomsGSkW Y8BU2 W BHcUILa4j9nxklJ_brACjnl z_o8F r1-4 q 4-6-5 9-0-0 15-10-8 23.9-8 30-8-0 35-1-11 3" 0 1-4-0 4-6-5 4-5-11 6.10.8 7-10-15 6-10-8 4-5-11 4-6-5 1-4-0 5x6 = _ 3x4 = Sx8 Sx6 = 6.00 12 4 21 2223 5 6 2425 26 7 3x4 i 3x4 3 20 827 19 co 2 17 16 15 14 13 12 0 1 18 5x6 3x4 = 3x6 = 3x4 = 5x6 = 11 ST1.5x8'STP = 2x4 11 3x4 = 2x4 11 4x6 ' 3.00 F12 Scale=1:73.6 m 0 N 28 O 9 0 10 m & Iv 0 ST1.5x8 STP= 4x6 4-6-5 8-8-0 12-8-0 12-Q-14 19-10.0 26-0-0 31-0-0 35-1-11 39-8.0 4-6-5 4-1-11 4-0-0 0- -14 7.1-2 6-2-0 5-0-0 4-1-11 4-6-5 Plate Offsets (X,Y)-- [2:0-3-14,Edge], [4:0-3-0,0-2-0], [6:0-4-0,0-3-0], [7:0-3-0,0-2-0], [9:0-3-14,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.21 15-16 >745 240 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) 0.17 15-16 >943 180 BCLL 0.0 Rep Stress Incr. NO WB 0.57 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH PLATES GRIP MT20 244/190 Weight: 191 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing: 15-16,13-15. WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except (jt=length) 16=0-4-0, 13=0-4-0. (lb) - Max Horz 2=-212(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 2=-312(LC 10), 9=-326(LC 10), 16=-675(LC 10), 13=-703(LC 10) Max Grav All reactions 250 lb or less at joints) except 2=461(LC 15), 9=538(LC 16), 16=1106(LC 19), 13=1162(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-917/450, 3-4=-338/147, 4-5=-287/644, 5-6=-74/688, 6-7=-307/675, 7-8=-470/228, 8-9=-1055/524 BOT CHORD 2-18=-251/931, 17-18= 257/935, 16-17=28/292, 15-16=-301/136, 13-15=-391/248, 12-13=0/331, 11-12=-323/894, 941— 317/890 WEBS 3-17=-553/413, 4-17=-39/401, 4-16=-951/598, 5-16=-787/686, 5-15=-513/208, 6-15=-487/295, 7-12=-58/372, 8-12=-542/404, 6-13=-766/671, 7-13=-961/665 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=5.Opsf; h=15ft; 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 2-7-10, Interior(1) 2-7-10 to 5-0-6, Exterior(2R) 5-0-6 to 12-11-10, Interior(1) 12-11-10 to 26-8-6, Exterior(2R) 26-8-6 to 34-7-10, Interior(1) 34-7-10 to 37-0-6, Exterior(2E) 37-0-6 to 41-0-0 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)4fhis truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 9 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 312 lb uplift at joint 2, 326 lb uplift at joint 9, 675 lb uplift at joint 16 and 703 lb uplift at joint 13. 9) Load case(s) 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (6). Continued on oaae 2 Joaquin VelerPE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 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?PII 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 1820 B BLK I. .. T24589954 2814457 A07 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.43U s Jun 2 ZU21 MI I eK Inoustnes, Inc. I ue Jul a 11:5a:Lti zuzl rage z ID:193QG W BBpX3jR187zeOm7kz5?ad-5fomsGSkWY8BU2W BHcUILa4j9nxklJ_brACjnt z_o8F LOAD CASE(S) Standard Except: 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-7= 54, 7-10� 54, 2-17=-20, 12-17=-20, 9-12=-20 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert:1-2=105, 2-19=59, 19-20=47, 4-20=70, 4-22=70, 22-25=47, 7-25=70, 7-27=70, 27-28=47, 9-28=59, 9-10=105, 2-17=-10, 16-17=-10, 13-16=20(F=30), 12-13=-10, 9-12=-10 Horz: 1-2=-113, 2-19=-67, 19-20=-56, 4-20=-78, 7-27=78, 27-28=56, 9-28=67, 9710=113 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-4=-41, 4-7=-41, 7-9=-41, 9-10=3, 2-17=-20, 16-17=-20, 13-16=10(F=30), 12-13=-20, 9-12=-20 Horz: 1-2=-17, 2-4=27, 7-9= 27, 9-10=17 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=42, 2-4=13, 4-23=45,.23-26=26, 7-26=16, 7-9=31, 9-10=21, 2-17=-10, 16-17=-10, 13-16=20(F=30), 12-13=-10, 9-12=-10 Horz: 1-2=-50, 2-4=-22, 7-9=39, 9-10=29 7) Dead +0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=21, 2-4=31, 4-21=16, 21-24=26, 7-24=45, 7-9=13, 9-10=42, 2-17- 10, 16-17- 10, 13-16=20(F=30), 12-13=-10, 9-12= 10 Horz: 1-2=-29, 24=-39, 7-9=22, 9-10=50 8) Dead.+ 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-4=-36, 4-7=-16, 7-9=5, 9-10=15, 2-17=-20, 16-17=-20, 13-16=10(F=30), 12-13==20, 9-12=-20 Horz: 1-2=12, 2-4=22, 7-9=19, 9-10=29 9) Dead +0.6 MWFRS Wind (Neg. Internal) Right: Lumberincrease=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 2-4=5, 4-7=-16, 7-9= 36, 9-10=-26, 2-17=-20, 16-17=-20, 13-16=10(F=30), 12-13= 20, 9-12=-20 Horz::1-2=-29, 2-4=-19, 7-9=-22, 9-10=-12 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=74, 2-4=45, 4-7=45, 7-9=45, 9-10=74, 2-17=-10, 16-17=-10, 13-16=20(F=30), 12-13=-10, 9-12=-10 Horz: 1-2=-82, 2-4=-54, 7-9=54, 9-10=82 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=45, 2-4=16, 4-7=16, 7-9=16, 9-10=45, 2-17=-10, 16-17- 10, 13-16=20(F=30), 12-13=-10, 9-12=-10 Horz: 1-2=53, 2-4=-25, 7-9=25, 9-10=53 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-4=-16, 4-7=-16, 7-9=-16, 9-10=-5, 2-17=-20, 16-17=-20, 13-16=10(F=30), 12-13=-20, 9-12=-20 Horz: 1-2=-9, 2-4=2, 7-9=-2, 9-10=9 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-4=-16, 4-7=-16, 7-9=-16, 9-10=-5, 2-17=-20, 16-17=-20, 13-16=10(F=30), 12-13=-20, 9-12=-20 Horz: 1-2=-9, 2-4=2, 7-9=2, 9-10=9 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-53, 2-4=-61, 4-7=-45, 7-9=-30, 9-10=-22, 2-17=-20, 16-17=-20, 13-16=61(F=81), 12-13=-20, 9-12=-20 Horz: 1-2=9, 2-4=17, 7-9=14, 9-10=22 16) Dead +0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-22, 2-4= 30, 4-7=-45, 7-9=.61, 9-10=-53, 2-17=-20, 16-17=-20, 13-16=61(F=81), 12-13= 20, 9-12=-20 Horz: 1-2=-22, 2-4=-14, 7-9=-17, 9-10=-9. . 17) Dead + 0.75 Roof Live (bal.) t 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-4=-45, 4-7=-45, 7-9=-45, 9-10=37, 2-17=-20, 16-17=-20, 13-16=61(F=81), 12-13=-20, 9-12=-20 Horz: 1-2= 7, 2-4=1, 7-9=-1, 9-10=7 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2= 37, 2-4=45,.4-7=45, 7-9=-45, 9-10- 37, 2-17= 20, 16-17=20, 13-16=61(F=81), 12-13=-20, 9-12=-20 Horz: 1-2=-7, 2-4=1, 7-9=-1; 9-10=7 A WARNING - Verify designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not Mt 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 ANSYTPIi 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 1820 B BLK a T24589955 2814457 A08 SPECIAL 1 1 Job Reference (optional) euncers t-irsibource trtani testy, rLI, rlant ully, rL - aa00r, 0.9Ju 5 Jull L LVL 1 IVII I un 11luu5P1.5, II lu. 1 u. Jul 0 1 l a ' ... I ray. , ID:1930GW BBpX3j RI87zeOm7kz5?ad-ZrMB3cTMHsG25C5OrJ?XuodtfBB31 gK14gyGJTz_o8E r1-4-q 7-0.0 12-3-1 16-0-8 19-10.0 22-5-14 26-3-5 32-8-0 39.8-0 Al-0-Q 1-4-0 7-0-0 5-3-1 3.9-B 3-9-8 2-7-14 3-9-8 6-4-11 7-0.0 Scale = 1:73.6 5x6 3x8 = 3x4 = 2x4 11 5x6 = 5xl2 = Sx6 = 6.00 F12 3 18 19 4 2021 22 5 23 24 6 25 7 26 827 28 29 9 I�2 C.)2 17 16 14 1 _ 30 31 32 33 34 15 35 36 N 13 12 10 11 37 38 39 40 Iv r 5x8 6x8 = 5x12 = b 6x8 = 3x6 = ST1.5xB STP = 3x8 = ST1.5x8 STP = 3x6 3.00 F12 5x6 ZZ 7-1-8 12-3-1 12rf-0 19-10-0 26-2-0 26�3-5 32-6-8 39-8-0 7-1-8 5-1-9 0- -15 7-4-0 0- -5 6-3-3 7-1-8 Plate Offsets (X,Y)-- [2:0-0-10,Edge], [3:0-3-0,0-2-0], [4:0-3-6,0-1-8], [7:0-3-0,0-3-0], [8:0-3-8,0-2-8], [9:0-4-0,0-2-8],[10:0-4-7,Edge],112:0-8-0,070-81, [13;0-3-8,0-3-0], [16:0-3-8,0-3-01,[17:0-5-8 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0:86 Vert(LL) 0.24 14-16 >709 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.27 14-16 >635 180 BCLL 0:0 Rep Stress Incr NO WB 0.94 Horz(CT) 0.07 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 179lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-2-6 ocpurlins. 7-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-2-7 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at mjdpt 8-12 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except (jt=length) 16=0-4-0, 13=0-4-0. (lb) - Max Horz 2=-171(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 2=-362(LC 8), 10=-445(LC 8), 16=-1709(LC 8), 13=-1849(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 2=602(LC 1), 10=700(LC 1), . 16=2275(LC 1), 13=2378(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1151/341, 3-4=-933/356, 4-5— 632/1043, 5-6=-775/1231, 6-7=-775/1231, 7-8=-706/1076, 8-9=-1294/649, 9-1 0=-1 549/671 BOT CHORD 2-17— 205/984, 16-17=-1043/843; 14-16=-548/221, 13-14=-465/179, 12-13=-1077/936, 10-12=-455/1346 WEBS 3-17=-147/318, 4-16=-1312/942, 5-16=-1420/1451, 5-14=-610/696, 6-14=-420/437, 7-14=-761/737, 7-13— 1411/1476, 8-13— 1431/1132, 9-12=-46/367, 4-17=-1025/2111, 8-12=-1408/2480 NOTES- 1) Vnbalanced 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber. DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 4)-P1 the use of this truss component. rovide 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) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Joaquin Velez PE No.68182 capacity of bearing surface. MiTek USA, Inc. FL Cart 6634 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 362 lb uplift at joint 2, 445 lb uplift at 6904 Parke East Blvd. Tampa FL 33610 joint 10, 1709 lb uplift at joint 16 and 1849 lb uplift at joint 13. Date: 9) Load case(s) 4, 5, 6, 7, 8, 9, 10, 11, 13, 14, 15, 16 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. July 6,2021 :ontinued on oaae ® 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 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 p/�il 11f1T ek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 1820 B BLK t r T24589955 2814457 A08 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, t3.4su s uun z zuzi mi i eK inausmes, inc. i ue dw o i r:oa:zo zuc r raye c I D:193QG W BBpX3j RIB7zeOm7kz5?ad-12vW HyU_290vj MgaPOW mQ?A2PbXlm7auJUhgsvz_oBD NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 175 lb down and 159 lb up at 7-0-0, 111 lb down and 197 lb up at 9-0-12, 111 lb down and 197 Ib up at 11-0-12, 111 lb down and 197 lb up at 13-0-12, 111 lb down and 197 lb up at 15-0-12, 111 lb down and 197 lb up at 17-0-12, 111 lb down and 197 lb up at 19-0-12, 111 lb down and 197 lb up at 20-7-4, 111 lb down and 197 lb up at 22-7-4, 111 lb down and 197 lb up at 24-7-4, 111 lb down and 197 lb up at 26-7-4, 111 lb down and 197 lb up at 28-7-4, and 111 lb down and 197 lb up at 30-7-4, and 175 lb down and 356 lb up at 32-8-0 on top chord, and 353 lb down and 128 lb up at 7-1-12, 92 lb down at 9-0-12, 92 lb down at 11-0-12, 92 lb down at 13-0-12, 92 lb down at 15-0-12, 92 lb down at 17-0-12, 92 lb down at 19-0-12, 92 lb down at 20-7-4, 92 lb down at 22-7-4, 92 lb down at 24-7-4, 92 lb down at 26-7-4, 92 lb down at 28-7-4, and 92 lb down at 30-7-4, and 353 lb down and 128 lb up at 32-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-9=-54, 9-11=-54, 2-17=-20, 12-17=-20, 10-12=-20 Concentrated Loads (lb) Vert:3=-175(B) 7=-111(B) 9- 175(B) 17=-330(B)15=-46(B) 12=-330(B)I8=-111(B) 19= 111(B) 20=-111(B) 22- 111(B) 23= 111(B) 24=-111(B) 25=-111(B) 26=-111(B) 27=-111(B) 28=-111(B) 29=-111(B) 30=-46(B) 31=-46(B) 32=-46(B) 33=-46(B) 34=-46(B) 35=-46(B) 36=-46(B) 37=-46(B) 38=-46(B) 39=-46(B) 40=-46(B) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=42, 2-3=13, 3-21=45, 21-28=26, 9-28=16, 9-10=31, 10-11=21, 2-17=-10, 16-17=-10, 13-16=49(F=59), 12-13=-10, 10-12=-10 Horz: 1-2=-50, 2-3= 22, 9-10=39, 10-11=29 Drag: 3-4=-0, 8-28=0, 9-28=0 Concentrated Loads (lb) Vert: 3=130(B)7=156(B)9=257(B)17=108(B)15=-23(B)12=108(B)18=136(B)19=136(B)20=136(B)22=156(B)23=156(B)24=156(B)25=156(B)26=156(B) 27=156(B) 28=156(B) 29=165(B) 30=-23(B) 31=-23(B) 32=-23(B) 33=-23(B) 34=-23(B) 35=-23(B) 36=-23(B) 37=-23(B) 38= 23(B) 39=-23(B) 40= 23(B) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=21, 2-3=31, 3-19=16, 8-19=261 8-9=45, 9-10=13, 10-11=42, 2-17=-10, 16-17- 10, 13-16=49(F=59), 12-13=-10, 10-12=-10 Horz: 1-2= 29, 2-3=-39, 9-10=22, 10-11=50 Drag: 3-19=-0, 4-19=-0, 8-9=0 Concentrated Loads (lb) Vert: 3=159(B)7=156(B)9=246(B)17=108(B)15= 23(B)12=108(B)18=165(B)19=156(B)20=156(B)22=156(B)'23=156(B)24=156(B)25=156(B)26=156(B) 27=136(B) 28=136(B) 29=136(B) 30=-23(B) 31=-23(B) 32=-23(B) 33=-23(B) 34=-23(B) 35=-23(B) 36=-23(B) 37=-23(B) 38� 23(B) 39=-23(B) 40= 23(B) 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-3=-36, 3-9- 16, 9-10=5, 10-11=15, 2-17=-20, 16-17=-20, 13-16=39(F=59), 12-13=-20, 10-12=-20 Horz: 1-2=12, 2-3=22, 9-10=19, 10-11=29 Concentrated Loads (lb) Vert: 3=54(B) 7=197(B) 9=315(B) 17=128(B) 15=-13(B) 12=128(B) 18=197(B) 19=197(B) 20=197(B) 22=197(B) 23=197(B) 24=197(B) 25=197(B) 26=197(B) 27=197(B) 28=197(B) 29=197(B) 30- 13(B) 31=-13(B) 32=-13(B) 33=-13(B) 34=-13(B) 35=-13(B)36=-13(B) 37=-13(B) 38=-13(B) 39=-13(B) 40=-13(B) 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 2-3=5, 3-9=-16, 9-10=-36, 10-11=-26, 2-17=-20, 16-17=-20, 13-16=39(F=59), 12-13=-20, 10-12=20 Horz: 1-2=-29, 2-3= 19, 9-10= 22, 10-11=-12 Concentrated Loads (lb) Vert: 3=54(B)7=197(B) 9=356(B)17=128(6) 15=-13(B) 12=128(B) 18=197(B) 19=197(B) 20=197(B) 22=197(B) 23=197(B) 24=197(B) 25=197(B) 26=197(B) 27=197(B)28=1'97(B)29=197(B)30=-13(B)31=-13(B)32=-13(B)33=-13(B)34=-13(B) 35_ 13(B)36=-13(B)37- 13(B)3B=-13(B)39- 13(B)40=-13(B) 8) Dead +0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert:1-2=74, 2-3=45, 3-9=45, 9-10=45, 10-11=74, 2-17=-10, 16-17=-10, 13-16=49(F=59), 12-13=-10, 10-12=-10 Horz: 1-2=-82, 2-3=-54, 9-10=54, 10-11=82 Drag: 3-4=- 0, 8-9=0 Concentrated Loads (lb) Vert: 3=130(B) 7=136(B) 9=214(B) 17=108(B) 15=-23(B) 12=108(B) 18=136(B) 19=136(B) 20=136(B) 22=136(B) 23=136(B) 24=136(B) 25=136(B) 26=136(B) 27=136(B) 28=136(B) 29=136(B) 30=-23(B) 31=-23(B) 32=-23(B) 33=-23(B)34=-23(B) 35=-23(B) 36=-23(B) 37=-23(B) 38=-23(B) 39=-23(B) 40=-23(B) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=45, 2-3=16, 3-9=16, 9-10=16, 10-11=45, 2-17=-10, 16-17=-10, 13-16=49(F=59), 12-13=-10, 10-12=-10 Horz: 1-2=-53, 2-3=-25, 9-10=25, 10-11=53 Drag: 3-4- 0, 8-9=0 Concentrated Loads (lb) Vert: 3=116(B) 7=165(B) 9=271(B) 17=108(B) 15= 23(B) 12=108(B) 18=165(B) 19=165(B) 20=165(B) 22=165(B) 23=165(B) 24=165(B) 25=165(B) 26=165(B) 27=165(B) 28=165(B) 29=165(B) 30=-23(B) 31=-23(B) 32= 23(B) 33=-23(B) 34=-23(B) 35=-23(B) 36=-23(B) 37= 23(B) 38=-23(B) 39=-23(B) 40= 23(B) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2- 5, 2-3=-16, 3-9- 16, 9-10- 16, 10-11=-5, 2-17=-20, 16-17=-20, 13-16=39(F=59), 12-13=-20, 10-12=-20 Horz: 1-2=-9, 2-3=2, 9-10= 2, 10-11=9 Concentrated Loads (lb) Vert: 3=72(B) 7=197(B) 9=335(B) 17=128(B) 15=-13(B) 12=128(B) 18=197(B) 19=197(B) 20=197(B) 22=197(B) 23=197(B) 24=197(B) 25=197(B) 26=197(B) 27=197(B) 28=197(B) 29=197(B) 30=-13(B) 31=-13(B) 32=-13(B) 33=-13(B) 34=-13(B) 35=-13(B) 36- 13(B) 37=-13(B) 38- 13(B) 39=-13(B) 40=-13(B) 11) Dead+ 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on a e 3 A WARNING - Verify design, parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon 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 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 1820 B BILK ! T245B9955 2814457 A08 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, m4ou s dun z zuzi mi I eK Inausines, inc. i ue rim o I I:De:za eue r raye a ID:193QGW BBpX3j RI87zeOm7kz5?ad-12vW HyU_290vjMgaPOW mQ?A2PbXlm7auJUhgsvz_o8D LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-5, 2-3=-16, 3-9=-16, 9-10= 16, 10-11=-5, 2-17=-20, 16-17=-20, 13-16=39(F=59), 12-13=-20, 10-12=-20 Horz: 1-2=-9, 2-3=2, 9-10=-2, 10-11=9 Concentrated Loads (lb) Vert: 3=72(B) 7=1 97(B) 9=335(B) 17=1 28(B) 15=-1 3(B) 12=1 28(B) 18=1 97(B) 19=1 97(B) 20=1 97(B) 22=1 97(B) 23=1 97(B) 24=1 97(B) 25=1 97(B) 26=1 97(B) 27=197(B) 28=197(B) 29=197(B) 30= 13(B) 31=-13(B) 32=-13(B) 33=-13(B) 34=-13(B)'35=-13(B) 36=-13(B) 37=-13(B) 3B=-13(B) 39=-13(B) 40=-13(B) 13) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MW FRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-53, 2-3=-61, 3-9=-45, 9-10=-30, 10-11=-22, 2-17=-20, 16-17=-20, 13-16=24(F=44), 12-13= 20, 10-12=-20 Horz: 1-2=9, 2-3=17, 9-10=14, 10-11=22 Concentrated Loads (lb) Vert: 3=-19(B) 7=145(B) 9=232(B) 17=76(B) 15=-13(B) 12=76(B) 18=145(B) 19=145(B) 20=145(B) 22=145(B) 23=145(B) 24=145(B) 25=145(B) 26=145(B) 27=145(B) 28=145(B) 29=145(B) 30=-13(B) 31=-13(B) 32= 13(B) 33=-13(B) 34- 13(B)35=-13(B) 36=-13(B) 37=-13(B) 38=-13(B) 39=-13(B) 40=-13(B) 14) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-22, 2-3=-30, 3-9- 45, 9-10- 61, 10-11=-53, 2-17= 20, 16-17=-20, 13-16=24(F=44), 12-13=-20, 10-12=-20 Horz: 1-2= 22, 2-3=-14, 9-10=-17, 10-11=-9 Concentrated Loads (lb) Vert: 3=-19(B) 7=145(B) 9=262(B) 17=76(B) 15=-13(B) 12=76(B) 18=145(B) 19=145(B) 20=145(B) 22=145(B) 23=145(B) 24=145(B) 25=145(B) 26=145(B) 27=145(B) 28=145(B) 29=145(6) 30=-13(B) 31=-13(B) 32=-13(B) 33- 13(B) 34=-13(B) 35=-13(B) 36=-13(B) 37=-13(B) 38=-13(B) 39=-13(B) 40=-13(B) 15) Dead +0.75 Roof Live (bal.) +0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate.Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-3=-45, 3-9=-45, 9-10=-45, 10-11=-37, 2-17=-20, 16-17=-20, 13-16=24(F=44), 12-13=-20, 10-12=-20 Horz: 1-2= 7, 2-3=1, 9-10=-1, 10-11=7 Concentrated Loads (lb) Vert: 3- 5(B)7=145(B)9=247(B)17=76(B)15=-13(B)12=76(B)18=145(B)19=145(B)20=145(B)22=145(B)23=145(B)24=145(B)25=145(B)26=145(B) 27=145(B) 28=145(B) 29=145(B) 30=-13(B) 31=-13(B) 32=-13(B) 33=-13(B) 34=-13(B) 35=-13(B) 36=-13(B) 37=-13(B) 38=-13(B) 39=-13(B) 40=-13(B) 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MW FRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=-37, 2-3=-45, 3-9= 45, 9-10=-45, 10-11=-37, 2-17=-20, 16-17=-20, 13-16=24(F=44), 12-13=-20, 10-12=-20 Horz: 1-2=-7, 2-3=1, 9-10=-1, 10-11=7 Concentrated Loads (lb) Vert: 3=-5(B) 7=145(B) 9=247(B) 17=76(B) 15=-13(B) 12=76(B) 18=145(B) 19=145(B) 20=145(B) 22=145(B) 23=145(B) 24=145(B) 25=145(B) 26=145(B) 27=145(B) 28=145(B) 29=145(B) 30=-13(B) 31=-13(B) 32=-13(B) 33=-13(B) 34- 13(B) 35=-13(B) 36=-13(B) 37=-13(B) 38=-13(B) 39=-13(B) 40=-13(B) 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 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?PII 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 1820 B ELK f 1 T24589956 2814457 A09 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s .tun 2 2021 MI I eK Industries, Inc. I ue Jul u i i :Sa:eB 2u21 rage i ID:193QGW BBpX3jRl87zeOm7kz5lad-VETuUIUcpTW mLW Fmykl 7zDiDZ_sbVdel Y8RNOMz_o8C r1-4-q 6-8-0 13-0-0 19-10.0 21-0-Q 23-10-0 26-8-0 , 31-0-0 33-0-0 39-8-0 y11-0-Q 1-4-0 6.8-0 6-4-0 6-10-0 2- 2-10-0 2-10-0 4-4-0 2-0-0 0 1-4-0' r n 5)(6 = 3x6 = 5x6 i 7 7x8 ST1.5x8 STP = ST1.5x8 STP = 6x8 3.00 F12 6x8 ZZ Scale=1:76.6 Plate Offsets (X Y)-- 12:0-5-9 Edge] [3:0-3-0 0-3-0] [4:0-3-8 0-2-0] [7:0-3-0 Edge] [8:0-3-8,0-0-0], [10:0-3-0,0-3-01, [11:0-5-9,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.55 15-17 >848 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.90 15-17 >521 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.76 Horz(CT) 0.57 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 207 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied., Except: 3-4,8-10: 2x4 SP M 31, 1-3,10-12: 2x4 SP No.1 1 Row at midpt 6-8 BOT CHORD 2x4 SP No.2 'Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 2-18,11-13: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=351(LC 9) Max Uplift 2=-81 O(LC 10), 11=-810(LC 10) Max Grav 2=1533(LC 1), 11=1533(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4720/2891, 3-4=-4465/2748, 4-5=-2921/1929, 5-6= 2908/1848, 6-8=-2747/1725, 8-9=-3092/1920, 9-10=-4489/2594, 10-11=-4691/2667 BOT CHORD 2-18= 2503/4403, 17-18=-1451/2727, 15-17=-1651/3095, 14-15=-1331/2738, 13-14=-1975/3908, 11-13=-2229/4190 WEBS 3-18=-279/338, 4-18=-989/1877, 4-17=-98/473, 5-17=-332/223, 5-15=-422/342, 8-15=-195/501, 8-14=-352/676, 9-14=-1317/724, 9-13=-564/1195 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-7-10, Interior(1) 2-7-10 to 9-0-6, Extedor(2R) 9-0-6 to 16-11-10, Interior(1) 16-11-10 to 21-0-7, Exterior(2R) 21-0-7 to 23-10-0, Extedor(2E) 23-10-0 to 26-4-1, Interior(1) 26-4-1 to 37-0-6, Extedor(2E) 37-0-6 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific -to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 11 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify Joaquin Velez PE No.68182 capacity of bearing surface. MiTek USA, Inc. FL Cert 6634 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 810 lb uplift at joint 2 and 810 lb uplift at 6904 Parke East Blvd. Tampa FL 33610 joint 11. 9) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. Date: July 6,2021 A 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 ANSI17P11 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 1820 B BLK I T24589957 2814457 A10 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 Mt -I eK Industries, Inc. I ue Jul 6 11:b9:31 2U21 rage 1 I D:193QGW BBpX3j Rl87zeOm7kz54ad-Scbfv_WtL4mTapO9494T2eoZ8oZ7zamK?SwUSEz_o8A r1-4 q 5-11-1 11-0-0 16-10-1 19-0-0 22-9-15 21-10r0 28.8.0 31-0-0 33-8-15 , 39-8.0 _41-0-0 rt-4.0 5-11-1 5-0-15 5-10-1 2-1-15 3-9-15 0- 4-10-0 2-4-0 2-8-15 5-11-1 1-4.0 Scale = 1:76.6 5x6 = 1 OA 2 m o_ m 0 0 m N Iv 6 ST1.5x8 STP = ST1.5z8 STP = 6xB 3.00 F12 6x8 Z. rT3i[3il 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 0.89 BC 0.87 WB 0.53 Matrix-SH DEFL. in (loc) Udefl Ud Vert(LL) 0.59 17-19 >787 240 Vert(CT) -0.86 17-19 >545 180 Horz(CT) 0.54 13 n/a n/a PLATES GRIP MT20 244/190 Weight: 248lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. Except: 4-7,7-10: 2x6 SP No.2 1 Row at midpt 7-10 BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 3-10-1 oc bracing. 2-20,13-15: 2x4 SP No.1 JOINTS 1 Brace at Jt(s); 7 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 13=0-8-0 Max Horz 2=-352(LC 8) Max Uplift 2=-81 O(LC 10), 13=-81 O(LC 10) Max Grav 2=1533(LC 1), 13=1533(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4678/3031, 3-4=-4481/2851, 4-5=-4120/2767, 5-6=-4119/2766, 6-7=-3604/2457, 7-9= 3232/2194, 9-10= 3236/2197, 10-11=-3578/2300, 11-12=-4480/2710, 12-13=-4650/2812, 6-8=-621/451, 8-10= 629/457 BOT CHORD 2-20=-2613/4354, 19-20=-1856/3221, 17-19=-2133/3758, 16-17=-1683/3159, 15-16=-2105/3917, 13-15=-2362/4148 WEBS 3-20=-173/277, 4-20= 733/1482, 4-19= 609/1078, 5-19=-577/514, 7-19=-287/570, 7-17=-334/335, 10-17=-517/825, 8-9=-62/281, 10-16=-457/937, 11-16=-10421581, 11-15=-484/1009 NOTES- 1) Unbalanced roof live. loads have been considered for this design. 2) )Nind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=401t; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-10, Interior(1) 2-7-10 to 7-0-6, Exterior(2R) 7-0-6 to 14-11-10, Interior(1) 14-11-10 to 19-10-6, Exterior(2R) 19-10-6 to 27-9-10, Interior(1) 27-9-10 to 37-0-6, Extedor(2E) 37-0-6 to 41-0-0 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. Joaquin Velez PE No.68182 7) Bearing at joint(s) 2, 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify MiTek USA, Inc. FL Cert 6634 capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 810 lb uplift at joint 2 and 810 lb uplift at 6904 Parke East Blvd. Tampa FL 33610 joint 13. Date: 9) Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. July 6,2021 A WARNING - Verity 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 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 MOWis always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Duality 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 1820 B BLK r t T24589958 2814457 All SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MITek Industries, Inc. I ue Jul 6 11:59:32 2U21 Hage 1 I D:3xt?Yd6 RbYnXO16Sf6ghjjz4cnz-wp916 KXV6O uKCzzLesbibrKhj CuMizkU E6g 1 ?gz_o89 r1-4-Q 6-3-0 9.0-0 17-0-0 20-1-8 23-10-0 31-6.0 0 f11-0-Q 1-4-0 6-3-0 2-9-0 8-0-0 3-1-8 3-8.8 7-8-0 8-2-039-8-1-4-0 5x6 = 3.00 12 8-6-0 6x8 = 5x6 46 = 3x6 = 3x6 = Scale=1:74.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.26 11-13 >864 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.42 2-17 >575 180 BCLL 0.0 ' Rep Stresslncr YES WB 0.81 Horz(CT) -0.03 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 198 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 or 2-2-0 oc bracing. Except: 6-13: 2x4 SP No.3, 9-12: 2x4 SP No.1 3-3-0 oc bracing: 13-15 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-13 REACTIONS. (size) 2=0-8-0, 13=04-0, 9=0-8-0 Max Horz 2=-352(LC 8) Max Uplift 2=-51 B(LC 10), 13=-594(LC 10), 9=-505(LC 10) Max Grav 2=912(LC 15), 13=1780(LC 15), 9=1005(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2271/1439, 3-4=-1988/1272, 4-5=-1278/911, 5-6=-246/308, 6-7=-204/422, 7-8=-1201/759, 8-9=-1344/714 BOT CHORD 2-17=-1166/2294, 16-17=-818/1825, 15-16=-479/751, 13-15=-1002/710, 9-11= 429/1098 WEBS 3-17=-273/280, 4-17— 334/883, 4-16=-504/282, 5-16=-116/784, 5-15=-1035/814, 7-13=-668/217, 7-11=-432/1097, 8-11= 501/484 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=5.Opsf; h=15ft; 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 2-7-10, Interior(1) 2-7-10 to 5-0-6, Exterior(2R) 5-0-6 to 12-11-10, Interior(1). 12-11-10 to 19-10-6, Exterior(2R) 19-10-6 to 27-9-10, Interior(1) 27-9-10 to 37-0-6, Extedor(2E) 37-0-6 to 41-0-0 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 lost 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 = IO.Opsf. 7).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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 518 lb uplift at joint 2, 594 lb uplift at joint 13 and 505 lb uplift at joint 9. Joaquin Velaz PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSYM11 Ouality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety formation available from Truss Plate, Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1820 B BLK 1 1 T24589959 2814457 Al2 SPECIAL 1 1 Job Reference (optional) Builders Flrst50urce (mant Glty, FL), mant L:Ity, FL - 33b6/, t5.43U s dun z euei mi i eK inaus[nes, inc. i ue du o i i:oxo4 zuz i rage i ID:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-sBHnXOY1e?92RH7kIHdAgG P3r?Y?AuBnhQ983Zz_o87 14-4--00 -2 127-3 20.1.8 22.-4 3-0-2 5-_4 0 10 2 0 35 4 111-11 4 4-442 1r12-24 N%-3 8 827-0-0 -0Q Scale=1:75.1 5x8 = 5x6 = 4x4 II 9 10 8 _ 3x6 i 5x8 5x6 3x4 = 3x4 11 5x6 — 7 11 6.00 12 3 4 5 m 2x4 X/ m 7 12 r- 4. 21 0 co 1 2 26 25 24 P9 22 7x10 = 6 13 14 Iv N o 6x8 = 48 = 3x4 11 4x4 = o ST1.5x8 STP— Bx12 = 20 19 18 17 16 15 ST1.5x8 STP= 5x6 -- 7A 0 = 2x4 I I 48 = 3x6 = 3x6 = 3x6 = 3x8 11 3.00 12 224-0 110800 15-194 20-1-8 22.0 25-4-0 33-1-1.1 39-8-0 210.90 1-411- 444 0- 82-2-0 3-0-0 7-9-11 6-ES Plate Offsets (X,Y)-- [2:0-1-15,1-2-13], [2:0-5-6,Edge], [3:0-6-0,0-2-8], [9:0-6-0,0-2-8], [10:0-3-0,0-2-0], [11:0-3-0,0-3-0],[23:0-3-0,04-01,[26:0-4-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.22 25 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.32 2-26 >758 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.75 Horz(CT) -0.03 19 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 251 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-4-15 oc puriins. 1-3: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-1-15 oc bracing. Except: BOT CHORD 2x4 SP, No.2 *Except* 6-0-0 oc bracing: 19-21 5-24: 2x8 SP 240OF 2.OE, 21-23,8-19:2x6 SP M 26 WEBS 1 Row at midpt 9-19 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 19=04-0, 13=0-8-0 Max Horz 2=-322(LC 6) Max Uplift 2=-673(LC 8), 19=-992(LC 8), 13=-390(LC 8) Max Grav 2=1129(LC 1), 19=2257(LC 1), 13=778(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3162/1532, 3-4=-2632/1437, 4-5=-2452/1404, 5-6=-2736/1545, 6-7= 417/464, 7-8=-315/1142, 8-9=-193/787, 9-10=-370/214, 10-11=-400/175, 11-12=-984/357, 12-13— 1124/396 BOT CHORD 2-26=-1229/2798, 25-26=-1205/2773, 24-25— 679/1383, 5-23=-254/252, 22-23=491/917, 21-22=-251/178, 19-21=-1131/700, 8-21=-403/305, 18-19=-397/334, 17-18=-393/332, 15-17=-77/653, 13-15=-224/925 WEBS 3-26=-373/1136, 3-25=-284/69, 23-25=-527/1277, 6-23=-876/1961, 6-22_ 1215//42, 7-22=-625/1258, 7-21= 936/559, 10-17= 301/137, 11-17= 587/371, 11-15— 45/381, 9-17= 291/782, 9-19— 1287/430 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (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 Jo 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Joaquin Velez PE No.68182 capacity of bearing surface. M]Tek USA, Inc. FL Cert 6634 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 673 lb uplift at joint 2, 992 lb uplift at 6904 Parke East Blvd. Tampa FL 33610 joint 19 and 390 lb uplift at joint 13. Date: July 6,2021 ;ontinued on Daae 2 A 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 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 ANSI/TPI1 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 1820 B BLK r T24589959 2814457 Al2 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.4JU s Jun z zuzl mi I eK InausineS, Inc. t ue JUt b l l :ou:S4 zuzl rage Z ID:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-sBHnXOYIa?92RH7klHdAgGP3r?Y?AuBnhQ983Z: -o87 NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 179 lb down and 164 lb up at 7-0-0, and 115 lb down and 182 lb up at 9-0-12, and 115 lb down and 182 lb up at 11-0-12 on top chord, and 343 lb down and 129 lb up at 7-1-8, and 81 lb down at 9-0-12, and 81 lb down at 11-0-12 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 6-9=-54, 9-10=-54, 10-14=-54, 2-26=-20, 24-26=-20, 21-23=-20, 19-20=-20, 13-19=-20 Concentrated Loads (lb) Vert: 3=-179(F) 26— 343(F) 25=-59(F) 4=-115(F) 27=-115(F) 29=-59(F) A WARNING - Verity 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 properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Duality Criteria, DS849 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 1820 B BLK c f T24589960 2814457 B02 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MITek Industries, Inc. I ue Jul 6 11:59:35 2U21 rage 1 I D:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-KOr91 LZNOJHv3RiwJ?BPCUyHwPyTvK?ww4uhb?z_oB6 4-10-5 8-1-8 -0-0 14-8-0 21-1-2 27-8-0 29-0-0 4.10-5 3-3-3 -10- 5.8-0 6-5-2 6-6-14 1-4-0 3x6 -:�- 3x4 = 4x8 = 3 4 17 5 136x8 = 3x4 = V ST1.5xB STP = 3x4 = 2x4 11 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-12: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 12=0-4-0, 7=0-8-0 Max Horz 12=-242(LC 8) Max Uplift 12=-689(LC 10), 7=-393(LC 10) Max Grav 12=1687(LC 15), 7=841(LC 16) 14-8-0 21 Scale=1:50.0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TC 0.65 Vert(LL) -0.0610-12 >999 240 MT20 244/190 BC 0J1 Vert(CT) -0.1210-12 >999 180 WB 0.77 Horz(CT) 0.02 7 n/a n/a Matrix-SH Weight: 146 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-14. 5-5-0 oc bracing: 12-14 WEBS 1 Row at midpt 5-12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2— 178/560, 2-3=-337/817, 3-4=0/329, 4-5=-31/442, 5-6=-473/311, 6-7=-1125/509 BOT CHORD 1-14=-455/230, 12-14= 969/669, 3-14=-603/499, 10-12=0/361, 9-10=-268/915, 7-9=-268/915 WEBS 2-14=-374/354, 5-1 0=-1 59/618, 5-12=-1056/597, 6-9=0/270, 6-10=-756/437 NOTES - I) 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-11-10, Interior(1) 3-11-10 to 5-0-6, Exterior(2R) 5-0-6 to 18-7-10, Interior(1) 18-7-10 to 25-0-6, Extedor(2E) 25-0-6 to 29-0-0 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 fora 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 689 lb uplift at joint 12 and 393 lb uplift ,at joint 7. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verity 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 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 ANSfITP11 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 1820 B BLK 0 T24589961 2814457 B03 SPECIAL 1 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 11:59:36 2021 Page 1 I D:3xt?Yd6RbYnXO16Sf6ghjj z4cnz-oaOYyha?9cPmgaH6tifel hVTbpJ Depx39keF8Sz_o85 7-0-0 -10- 12-3-0 16-8.0 21-3-6 27.E-0 29-0-0 7-0-0 .10- 4-5-0 4-5.0 4-7-6 6-0-10 6.00 F12 4x6 = 2x4 11 4x4 = 3x4 = 2 3 16 4 17 18 19 5 10 46 = a i r .oxa a r r— ST1.5x8 STP = 3x8 = 2x4 11 3x4 t MAER 1.1-2 1-0-0 4-0-0 7-a-0 7- -0 16-8-0 21-3-6 27-8-0 1-0-0 2-10-14 3-8-0 0. 0 8-10-0 47-6 6-0-10 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 TCDL 7.0 Lumber DOL 1.25 BC 0.68 BCLL 0.0 Rep Stress Incr YES WB 0.66 BCDL 10.0 Code FBC2020/TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 "Except" 1-14: 2x6 SP M 26 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 12=0-8-0, 7=0-8-0, 1=0-4-0 Max Horz 1=-199(LC 8) Max Uplift 12=-537(LC 10), 7=-502(LC 10), 1=-339(LC 10) Max Grav 12=1103(LC 2), 7=1017(LC 16), 1=317(LC 21) FORCES. (lb) -Max. Comp./Max. Ten.-- All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 286/292, 2-3=-167/310, 3-4=-181/275, 4-5=-876/679; 5-6=-1013/679, 6-7=-1479/810 BOT CHORD 12-14=-417/812, 10-12=-146/501, 9-10=-529/1224, 7-9=-529/1224 WEBS 4-1 0=- 146/455, 4-12=-710/518, 6-10=-547/357, 2-14=-270/248 DEFL. in (loc) Well L/d Vert(LL) 0.15 1-14 >624 240 Vert(CT)-0.3210-12 >727 180 Horz(CT) -0.03 12 n/a n/a Scale=1:49.2 PLATES GRIP MT20 244/190 Weight: 149 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-11 oc puffins. BOT CHORD Rigid ceiling directly applied or 8-0-15 oc bracing. Except: 6-0-0 oc bracing: 12-14 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-0 to 4-1-10, Exterior(2R) 4-1-10 to 10-11-10, Interiof(1) 10-11-10 to 12-8-6, Exterior(2R) 12-8-6 to 20-7-10, Interior(1) 20-7-10 to 25-0-6, Exterior(2E) 25-0-6 to 29-0-0 zone; cantilever left exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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 537 Ito uplift at joint 12, 502 lb uplift at joint 7 and 339 lb uplift at joint 1. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: July 6,2021 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 ANSI?Pll 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 IB20 B BLK f T24589962 2814457 B04 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 11:59:38 2021 Page 1 ID:3xt7Yd6RbYnXO16Sf6ghjjz4cnz-kzW INNbGhEfUwuRV_7i6g6agSd_76inMc27MCKz_o83 -1.4-0 5-0-0 7-10-0 i 13-3-0 , 18.8.0 21-4-10 i 27-8-0 1 29-0.0 i 1.4.0 5-0-6 2-10-0 5-5-0 5-5.0 2-8-10 6-3-6 1-4-0 m 0 0 46 = 6.00 F12 2x4 11 3x4 = 44 = 5 15 6 16 17 18 7 ST1.5x8 STP = 12 ST1.5x8 STIR 13 4x6 = 3xB — 3x4 6xB = 1.0-0 0-10-4. 5-0-0 7-a-0 7-1g-0 18-8-0 27.8-0 1b- 0 4-0-0 2-a-0 0- 0 10-10.0 9-0-0 Scale=1:51.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.27 2-14 >345 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.52 11-13 >444 180 BCLL 0.0 Rep Stress [nor YES WB 0.71 Horz(CT) -0.02 13 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Weight: 140 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.i 'Except' BOT CHORD 2-14: 2x4 SP M 31, 5-13: 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-5-15 REACTIONS. (size) 2=0-4-0, 13=0-8-0, 9=0-8-0 Max Horz 2=174(LC 9). Max Uplift 2=-445(LC 10), 13=-553(LC 10), 9= 494(LC 10) Max Grav 2=367(LC 19), 13=1013(LC 1), 9=836(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-233/427, 4-5=-141/300, 5-6=-157/262, 6-7=-833/717, 7-8=-958/755, 8-9=-1159/832 BOT CHORD 13-14=-428/806, 11-13=-295/585, 9-11=-545/943 WEBS 6-1 1=-46/325, 7-1 1=-95/288, 8-1 1=-291/317, 6-13=-752/557, 4-14=-209/274 Structural wood sheathing directly applied or 5-5-13 oc purlins. Rigid ceiling directly applied or 8-4-14 oc bracing. Except:. 6-0-0 oc bracing: 13-14 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-7-10, Exterior(2R) 2-7-10 to 8-11-10, Interior(1) 8-11-10 to 14-8-6, Extedor(2R) 14-8-6 to 22-7-10, Interior(1) 22-7-10 to 25-0-6, Exteiior(2E) 25-0-6 to 29-0-0 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 3) Building Designer / Project engineer responsible for verifying applied roof jive 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 jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7).Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 445 lb uplift at joint 2, 553 lb uplift at joint 13 and 494 lb uplift at joint 9. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 ANSYTPII 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 1820 B BLK r r T24589963 2814457 B05. SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.43U s Jun 2 2U21 Mt I eK industries, Inc. I ue Jul 5 11:5y:9`J zuzi rage 1 ID:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-D94gajcuSXnLX2?hYgDLNK7??OKW rFFW dsvknz_o82 1-4-0 3-0-0 7-10-0 14-3-0 20-8-0 27-8-0 29-0.0 4-10.0 6.5-0 6-5.0 i 7-0-0 1-4-0 4x4 = 6.00 12 5x6 = 2x4 II 3 15 16 4 17 5 4x8 = ST1.5x8 STP= 11 ST1.5x8 STP= 12 3x4 = 3x8 = 2x4 II 3x4 = 3x6 II 3.0-0 7-8-0 7-1Q 0 14-3=0 20.8-0 27-8-0 3-0-0 4-8-0 0- -0 6-5-0 6-5-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.58 Vert(LL) 0.17 13-14 >547 240 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) 0.14 13-14 >676 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.37 Horz(CT) -0.07 7 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH 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=0-4-0, 12=0-8-0, 7=0-8-0 Max Horz 2=133(LC 7) Max Uplift 2=-570(LC 8), 12= 641(LC 8), 7= 504(LC 8) Max Gram 2=407(LC 1), 12=984(LC 1), 7=816(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-395/625, 3-4=-327/590, 4-5=-938/647, 5-6=-938/647, 6-7— 1147/575 BOT CHORD 2-14=-464/311, 13-14=-482/327, 12-13=-920/660, 4-13=-833/493, 9-10=-340/944, 7-9=-342/937 WEBS 6-9=0/284, 5-10= 372/303, 4-10= 376/977 Scale=1:51.2 PLATES GRIP MT20 244/190 Weight: 126 lb FT = 20% Structural wood sheathing directly applied or 4-5-15 oc purlins. Rigid ceiling directly applied or 7-11-5 oc bracing. Except: 5-9-0 oc bracing: 12-13 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 570 lb uplift at joint 2, 641 lb uplift at joint 12 and 504 lb uplift at joint 7. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2 lb down and 60 lb up at 3-0-0, and 62 lb up at 5-0-12, and 62 lb up at 7-0-12 on top chord, and 40 lb down and 139 lb up at 3-0-0, and 15 lb down and 60 lb up at ,5-0-12, and 15 lb down and 60 lb up at 7-0-12 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 toads (plf) Vert: 1-3=-54, 3-6=-54, 6-8=-54, 2-13=-20, 7-12=-20 Concentrated Loads (lb) Vert: 3=2(F) 14=-20(F) 15=4(F) 16=4(F) 18=-8(F) 19=-8(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 WARNING - Verity 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 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 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 1820 B BLK 1 r T24589964 2814457 C1 JACK 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 mi I eK Industries, Inc. I ue Jut s 11:b9:39 eun rage 1 I D:3xt7Yd6RbYnXO16Sf6ghjjz4cnz-D94gajcuSXnLX27hYgDLNK7490UPrK3 W risvknz_o82 -1-4-0 0-11-4 1-4-0 0-11-4 Scale =1:7.6 011.OxOJIr- 0-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >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 FBC2020ITP12014 Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc puffins. 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=78(LC 10) Max Uplift 3=-38(LC 1), 2=-213(LC 10) Max Grav 3=75(LC 10), 2=169(LC 1), 4=17(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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer,/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 3 and 213 lb uplift at joint 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert.6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A 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 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. p /r iTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII 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 1820 B BILK r f T24589965 2814457 CiP Jack -Open 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 11:59:40 2021 Page 1 ID:193QGW BBpX3j R187zeOm7kz57ad-hLe2o3dW DrvC9Cau6YkavXfF5QgRanlf4McSHDz_o81 -1-4-0 0-11-4 1-4-0 0-11-4 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.00 2 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 2 >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 FBC2020fTP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=78(LC 10) Max Uplift 3=-32(LC 1), 2=-220(LC 10), 4=-13(LC 6) Max Grav 3=67(LC 10), 2=163(LC 1), 4=18(LC 3) 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 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc pudins. 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; 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 32 lb uplift at joint 3, 220 lb uplift at joint 2 and 13 lb uplift at joint 4. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 ANSVTP11 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate. Institute,2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1820 B BLK T24589966 2814457 C1V SPECIAL 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, B.43u s Jun 2 2u21 Mi I eK Inaustnes, inc. I ue Jul 6 l 1:bu:41 2uzi rage l ID:193QGW BBpX3j RI87zeOm7kz5?ad-9YCR?Pe8_913nM94fFFpSICQxgAtJEYpIOLOpfz_o80 -1-4-0 0-11-4 1-4-0 0-11-4 Scale =1:7.6 0 m 0 1 nCO Io IO 0 0 Plate Offsets (X,Y)-- [2:0-3-7,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip.DOL 1.25 TIC 0.23 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) O.OD 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied; or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=74(LC 10) Max Uplift 3= 38(LC 1), 2=-200(LC 10) Max Grav 3=63(LC 10), 2=169(LC 1), 4=17(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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/i'PI 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 38 lb uplift at joint 3 and 200 lb uplift at joint 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 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 ANSYM11 Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parise East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Cty Ply 1820 B BLK f T24589967 2814457 C3 JACK 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, -1-4-0 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 FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=131(LC 10) Max Uplift 3=-42(LC 7), 2=-191(LC 10) Max Grav 3=55(LC 15), 2=214(LC 1), 4=51(LC 3) 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 11:59:42 2021 Page 1 I D:3xt?Yd6RbYnXO16Sf6 ghjjz4cnz-dkmp D I eml S9wOVkG Dzm2_ylZOEV62hoyXg5ZL5z_o87 2-11-4 Scale = 1:12.7 ST1.5x8 STP= CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.33 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 BC 0.07 Vert(CT) -0.01 2-4 >999 180 WB 0.00 Horz(CT) -0.00 3 n/a n/a Matrix-P Weight: 12 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(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 42 lb uplift at joint 3 and 191 lb uplift at joint 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 66U 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A 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 ANSIITP11 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 Qty Ply 1820 B BLK r T2458996B 2814457 C3V SPECIAL 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 11:59:43 2021 Page 1 ID:193QGW BBpX3j RI87zeOm7kz5?ad-5wJBQ5fOW mHmOfJTnglHXAHkwerKn725mKg6uYz_oe_ -1-4-0 2-11-4 1-4.0 2-11-4 ST1.5x8 STP = Scale=1:12.7 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress [nor YES WB 0.013 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 12lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=128(LC 10) Max Uplift 3=-45(LC 7), 2— 187(LC 10) Max Grev 3=56(LC 15), 2=214(LC 1), 4=51(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 2-11-4 oc purlins. 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl.,.GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone;C-C for members and forces &.MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 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 45 lb uplift at joint 3 and 187 lb uplift at joint 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 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 BCS/ Building Component 6904 Parke East Blvd. Safety information available from Truss Plate. Institute,.2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1820 B BLK ' 1 T245B9969 2814457 C5 JACK 4 1 Job Reference (optional)- Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 11:59:43 2021 Page 1 I D:3xt4Yd6RbYnXO16Sf6ghjjz4cnz-5wJBQ5fOW mHmOfJTnglHXAHhHepW n725mKg6uYz_o8_ -1-4-0 4-11-4 1-4-0 ST1.5x8 STP= 4-11-4 4-11-4 Plate Offsets (X,Y)-- [2:0-1-4,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.03 2-4 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.05 2-4 >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-P 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=184(LC 10) Max Uplift 3=-113(LC 10), 2=-192(LC 10) Max Grav 3=132(LC 15), 2=277(LC 15), 4=91(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:17.6 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding.113 lb uplift at joint 3 and 192 lb uplift at joint 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: - July 6,2021 A 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 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 ANSLITP11 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 1820 B BLK / T24589970 2814457 C5V SPECIAL 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ST1.5x8 STP= 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 11:59:44 2021 Page 1 ID:193QGWBBpX3jR187zeOm7kz5lad-Z7tZeQg1 H4PdepufLOpW4Ngskl9jWaIF_zagP_z_o7z 4-11-4 4-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.58 Vert(LL) -0.03 2-4 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.05 2-4 >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-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=182(LC 10) Max Uplift 3=-116(LC 10), 2— 189(LC 10) Max Grav 3=133(LC 15), 2=276(LC 15), 4=91(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:17.6 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% Structural wood sheathing directly applied or 4-11-4 oc pudins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60. 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing 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 116 lb uplift at joint 3 and 189 lb uplift at joint 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A 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 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 passible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1820 B BLK T24589971 2B14457 D02 HIP 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.43U s Jun 2 ZULI MI I eK Incuslnes, Inc. I ue Jul t5 11:bu:4b GULL rage i I D:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-1 J Rxrmhf2NXU FzTru5KlcbNyJ RMnFzPODdJDxOz_o7y -1-4-0 , 7-0-0 13-0-0 19-11-4 21-3-4 , 1.4.0 7-0-0 6-0-0 6-11-4 1-4-0 4x8 = 44 = Scale=1:36.8 ST1.5x8 STP = 2x4 11 4x4 = 3x4 = ST1.5x8 STP = 4x4 7-0-0 13-0.0 19-11-4 7-0-0 6-0.0 6-11-4 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0),[4:0-3-8,0-2-0) 4x4 = I°' v 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 0.84 Vert(LL) 0.1.1 2-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.17 7-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(CT) 0.07 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 86 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=171(LC 7) Max Uplift 2=-796(LC 8), 5=-817(LC 8) Max Grav 2=1416(LC 1), 5=1420(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2432/1201, 3-4= 2091/1173, 4-5=-2428/1238 BOT CHORD 2-9=-909/2075, 7-9=-912/2098, 5-7=-932/2068 WEBS 3-9= 74/683, 3-7=-281/48, 4-7=-59/698 Structural wood sheathing directly applied or 2-10-13 oc purlins. Rigid ceiling directly applied or 5-11-15 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=5.Opsf; h=15ft; B=45ft; L=401t; eave=5ft; 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 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 796 lb uplift at joint 2 and 817 lb uplift at joint 5. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 116 lb down and 87 lb up at 7-0-0, 86 lb down and 162 lb up at 9-0-12, and 86 lb down and 162 lb up at 10-11-4, and 116 lb down and 290 (b up at 13-0-0 on top chord, and 374 lb down and 163 lb up at 7-0-0, 65 lb down at 9-0-12, and 65 lb down at 10-11-4, and 374 lb down and 163 lb • up at 12-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 2-5=-20 Concentrated Loads (lb) Vert: 3— 116(B) 4=-116(B) 9=-374(B) 7=-374(B) 10= 86(B) 11=-86(B) 12=-40(B) 13=-40(B) Joaquin Velez PE No.68162 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSIITPII 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 1820 B BLK T24589972 2814457 E3 JACK 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 11:59:46 2021 Page 1 ID:3xt?Yd6RbYnX0168f6ghjjz4cnz-VV?K26iHphfLt721 Sor_9ovGwrgg_UoYSH3nTtz_o7x 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.02 2-4 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) 0.02 2-4 >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-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=132(LC 10) Max Uplift 3=-49(LC 10), 2=-226(LC 10), 4=-40(LC 6) Max Grav 3=69(LC 15), 2=205(LC 1), 4=55(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 260 (lb) or less except when shown. Scale = 1:12.8 PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 3, 226 lb uplift at joint 2 and 40 lb uplift at joint 4. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 Q 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 ANSIITP11 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 Ioty Ply 1820 B BLK � t � T24589973 2814457 E7 JACK 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 11:59:47 2021 Page 1 ID:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-_hZiGSiva?nCVHdEOW MDhOSNtF5Vjx1 hhxoKOJz_07w -1-4-0 7-0-0 1-4-0 7-0-0 Scale = 1:23.5 ST1.5xB STP = 7-0-0 7-0-0 Plate Offsets (X,Y)-- [2:0-1-4,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.52 Vert(LL) -0.11 2-4 >695 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.23 2-4 >347 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix-P Weight: 24 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=240(LC 10) Max Uplift 3=-181(LC 10), 2=-207(LC 10) Max Gram 3=204(LC 15), 2=351(LC 15), 4=132(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; 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 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 181 lb uplift at joint 3 and 207 lb uplift at joint 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��' a truss system. Before use, the building designer must vedfythe 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 fabdcation, storage, delivery, erection and bracing of trusses and miss systems, see ANSI?P11 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 1820 B BLK ' t T24589974 2814457 E7V SPECIAL 10 1 Job Reference (optional) tsunoers mrstbource Imam cny, M), riani clay, I-L - 0000/, 1-4-0 3 ST1.5x8 STP = O.YJu b Jul G LUG 1 Ivll 1 CR II1—bulub, II— 1 UC JYI U '.9. I ID:193QGW BBpX3j RI87zeOm7kz5?ad-_hZiGSiva?nCVHdEOW MDhOSNjF5Tx1 hhxoKOJz_o7w Scale = 1:23.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.53 Vert(LL) -0.12 2-4 >674 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.24 2-4 >337 180 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-P Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0=0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=237(LC 10) Max Uplift 3=-184(LC 10), 2=-204(LC 10) Max Grav 3=205(LC 15), 2=350(LC 15), 4=132(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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., .GCpi=0.18; MW FRS (directional) and C-C Extedor(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of-20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing 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 184 lb uplift at joint 3 and 204 lb uplift at joint 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Paike East Blvd. Tampa FL 33610 Date: July 6,2021 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 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 11120 B BLK ` t /• T24589975 2814457 E7VP SPECIAL 7 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 11:59:48 2021 Page 1 ID:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-Su74TojXLlv37RBQaDtSED?Xeff?SOHgvbYtYlz_o7v -1-4-0 7-0-0 1-4-0 7-0-0 2 3x4 00 ei � Scale=1:23.3 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC . 0.52 Vert(LL) 0.11 2-4 >735 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) 0.09 2-4 >856 180, 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-P Weight: 31 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 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=303(LC 10) Max Uplift 3=-181(LC 10), 2=-327(LC 10), 4— 102(LC 6) Max Grav 3=204(LC 15), 2=346(LC 1), 4=132(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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 . 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 181 lb uplift at joint 3, 327 lb uplift at joint 2 and 162 lb uplift at joint 4. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A 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 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 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 Ply 1820 B BLK a r NPly T24589976 2814457 H3 JACK 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, -1-10-10 8.430 s Jun 2 2021 MiTek Industries, Inc. TUB Jul 6 11:59:49 2021 Page 1 I D:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-w4hSh8k95c2wkamc7xOhnRXIP2tIBrX_BFHR4Bz_o7u LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl ' Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.03 2-4 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.02 2-4 >999 .180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-4-8, 4=Mechanical Max Horz 2=131(LC 8) Max Uplift 3=-31(LC 5), 2=-258(LC 8), 4=-60(LC 4) Max Grav 3=62(LC 1), 2=241(LC 1), 4=64(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:12.6 PLATES GRIP MT20 244/190 Weight: 16lb FT=20% Structural wood sheathing directly applied or 4-2-3 oc purlins. 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss 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 31 lb uplift at joint 3, 258 lb uplift at joint 2 and 60 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 lb down and 62 lb up at 1-5-12, and 56 lb down and 62 lb up at 1-5-12 on top chord, and 22 lb up at 1-5-12, and 22 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=125, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 2-4=-20 - Concentrated Loads (lb) Vert: 5=46(F=23, B=23) 6=22(F=11, B=11) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 ANSIITP11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informaffon 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- 1/14' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. * Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National -Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for -Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 7 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. 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 ANSIfTPI 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. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at spacing, or less, if no ceiling is installed, unless otherwise wise noted. section 6.3 These truss designs rely on lumber values established by Others. 15. Connections not shown are the responsibility of others. © 2012 MiTek@ All Rights Reserved MiTek° MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 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 ANSIIrPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.