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HomeMy WebLinkAboutTruss258 Southhall Lane, Suite 200 rF D Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 E: info@fdseng.com Website: www.fdseng.com 8 ENOINEERINCi ASSOCIATES February 9, 2021 Building Department Ref: Lot: Subdivision: Address: Model: KA# Truss Company: Date of drawings: Job No.: Wind Speed: Exposure: Truss Engineer: Adams Homes Lot 18 Blk.1 Fort Pierce - Waterstone 5380 Lugo St. 1720 A RHG 3CF 20-9737 Builders First Source 1/7/21 2584728 160 C Joaquin Velez To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, 2/9/2021 Carl A. Brown, P.E. FL. # 56126 `v�et��a4a�lFat \� PAF3LQ 'd e PJ o d' 864 0 4 . w <a � • y M � ram^ • q O TATE DF :4U 2/9/202,1 Luis I FL. # FDS Engineering Associates; A TSG Company "Your Building Code Experts" 1 �. �+�Ilttttt 14-00-00 1. N I,. a i Fra 10 91 Reviewed and Approved ❑ Revise and Resubmit ❑ Reviewed with Notations ❑ Not Reviewed (see explanation) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve contactor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner FDS ENGINEERING ASSOCIATES Date: 02/09/2021 By: BH Submittal No.: Project No.: 20-9737 Project Eng.: Luis Project Name: Adams Homes - Ft. Pierce - Waterston It 18 BIL I CONNECTORS SCHEDULE ROOF TRUSS Q ID MODEL ROOF UPLIFT SYM 0 A-11 LUS24 / JUS24 895 / 835 4901510 ILI 11 10 A HTU26/ THD26 3600 / 3470 1555 / 2330 ALA 0 B HTU28 /THD28 4680 / 5040 2140 / 2330 1LB 0 C HTU26-2 / THD26-2 3600 / 3355 2175 / 2340 1 Lc 0 D HTU28-2 / THD28-2 4680 / 5005 3485 / 2595 1 LD 0 E HGUS26-2 / THDH26-2 5320 / 5245 1215512340 1 1 LE 0 F HGUS26-2 / THDH28-2 7460/8025 13235 / 3330 1 LF 0 G HGUS26-3 / THDH26-3 5230 / 5245 2155 / 2340 110 0 H HGUS28-3 / THDH28-3 7460 / 7835 3235 / 4370 1 LH 2 J THJA26 / HJC26 9100 / 8990 4095/4370 1 t✓ 3X8NOP VERIFY ALL DIMENSIONS AND CE UNG CONC/TIONS MOR TO APPROVAL SON& CEILING FRASONG REOLARED IN FELD BY W.RDER MN VAND FORCE RESLST= SYSTEWI HYBRID WHO ASCE7.10 IMPORTANT ENCLOSED EAPOSURE CATEGORY C OCCUPANCY CATEGORY 0 This Drawing Must Be Approved And Wad) LOAD 16010'11 WIND INOPORTANCE FACTOR 1.m Returned Before Fabrication Will TRUSSES HAYS BEEN DESIGNED FOR A 10.0 PSF BOTTW CHORD 1 VE LOAD Begin. For Your Protection Check All NONCONCURRENT WRH ANY OTHER LIVE LOADS Dimensions And Conditions Prior To Approval Of SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL: 20 PSF TCLL: 40 PSF BEEN ACCEPTED. TCDL: 07 PSF TCDL: 10 PSF BCDL• 10 PSF BCDL: 5 PSF By Date TOTAL: 37 PSF TOTAL: 66 PSF DURATION: 1.26 DURATION: 1.00 CAUTION M 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. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor is Responsible For Ali Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Coiling And Roof Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 0112 TOP CHORD SIZE 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: - TRUSS SPACING: 24" BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE Hatch Legend L13/12 VAULT F/-11a clg =8'-W' BRG WALL BUILDER: Adams Homes PROJECT: Single Family MODEL: LANAI ADDRESS: 6380 LUGO ST LOT / BLOCK: 18/1 SUBDIVISION: WATERSTONE CITY: FT PIERCE DRAWN BY- K SANCHEZ JOB # : I 2684728 DATE: 1 0110512021 SCALE I NTS PLAN DATE: 1 2021 REVISIONS: 1. 2. 3. 4. 4408 Airport Road Plant City, FL 33563 Ph.(813) 305-1300 Fax (813) 305-1301 ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Mffe.K RE: 2584728 - LOT 18/1 WATERSTONE MiTek USA, Inc. Site Information: 66904 Parke 3East pBlvd. 5 Customer Info: Adams Homes Port St Lucie Project Name: 2584728 Model: 1720 AaT8MA 0X114 LANAI Lot/Block: 18/1 Subdivision: WATERSTONE Address: 5380 LUGO ST, . City: Fort Pierce • State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License M Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: N/A Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A. psf This package includes 36 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 T22369041 A01 1/7/21 2 T22369042 A02S 1/7/21 3 T22369043 A03S 1/7/21 4 T22369044 A04 1/7/21 5 T22369045 A04A 1/7/21 6 T22369046 A05 1/7/21 7 T22369047 A06 1/7/21 8 T22369048 A07 1/7/21 9 T22369049 A08 1/7/21 10 T22369050 A09 1/7/21 11 T22369051 A10 1/7/21 12 T22369052 B01 1/7/21 13 T22369053 B02 1/7/21 14 T22369054 C1 1/7/21 15 T22369055 C1P 1/7/21 16 T22369056 C1 V 1/7/21 17 T22369057 C3 1/7/21 18 T22369058 C3P 117/21 19 T22369059 C3V 1/7/21 20 T22369060 C5 1/7/21 21 T22369061 C5V 1/7/21 22 T22369062 C7V 1/7/21 No. Seal# Truss Name Date 23 T22369063 D01 1 /7/21 24 T22369064 D02 1/7/21 25 T22369065 E5P 1/7/21 26 T22369066 E7 1/7/21 27 T22369067 E88V 117/21 28 T22369068 E88VA 1/7/21 29 T22369069 1-15P 1/7/21 30 T22369070 H7 1/7/21 31 T22369071 1-17V 1/7/21 32 T22369072 K01 1/7/21 33 T22369073 K02 1/7/21 34 T22369074 K03 1/7/21 35 T22369075 P01 1/7/21 36 T22369076 P02 1/7/21 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 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 Ar that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter2. RECEIVED FEB 12 2020 Si-. Lucie County, Permitting January 7,2021 Velez, Joaquin 1 of 1 b Job Truss Truss Type Qty Ply LOT 18/1 WATERSTONE ► 2584728 A01 Roof Special Structural Gable 1 1 T22369041 B 'I Job Reference o ticnal ul ders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 7 06:13:35 2021 Page 1 ID:v3HtyczpYvZllrn?gXrhK6yOc4g-I_ NX3YNQ4Lk5v7BzwVk6nJKsab4u8cKAgMQz7WzxggE 1-4-0 6-0-0 11-11-4 19-0-0 19 -0 25-1-13 31-3111 38-0-0 9-4- 1-4-0 5-11-4 7-0-12 0-2-0 5-11-13 6-1-3 6-8-5 1-4-0 0 6.00 12 5x8 = 8 9 10 5x8 —_ 1.5x8 STP = 25 18-10-0 6x8 = 3x6 = 31 = 27-9-2 Scale = 1:75.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.12 30-31 >722 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.19 30-31 >477 180 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.05 17 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 252 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. 6-32: 2x4 SP No.1, 25-28,17-25: 2x4 SP No.2 P WEBS 1 Row at midpt 10-27 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 18-10-0 except Qt=length) 2=0-8-0, 32=0-7-4. (lb) - Max Horz 2=-418(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 29, 23, 20 except 2=-544(LC 12), 27=-106(LC 12), 26=-113(LC 12), 24=-154(LC 12), 22=-462(LC 12), 19=-249(LC 12), 17=-326(LC 12), 32=-539(LC 12) Max Grav All reactions 250 lb or less at joint(s) 28, 28, 27, 26, 24, 23, 21, 20, 17,17 except 2=538(LC 21), 29=711(LC 17), 22=516(LC 18), 19=394(LC 18), 32=1014(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-4=-679/507, 4-5=-496/530, 5-6=-322/394, 6-8=-265/606, 8-9=-245/516, 9-10=-255/695, 10-11=-248/659, 11-12=-212/586, 12-14=-164/500, 14-15=-197/517, 15-17=-64/290 BOT CHORD 2-33=-273/528, 32-33=-273/528, 31-32=-624/470, 6-31=-442/510, 9-29=-404/17 WEBS 4-33=0/258, 15-22=-454/495, 5-32=-655/342 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 2-0-0, Interior(1) 2-0-0 to 19-0-0, Extedor(2R) 19-0-0 to 23-0-0, Interior(1) 23-0-0 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry , Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. �6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. .lani rani 7 9n99 mow. 3ontinued on page 2 ' ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-747311.611912020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a 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 WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117PH Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s;Roof uss Type Qty Ply LOT 18/1 WATERSTONET22369041 �AO 2584728 Special Structural Gable 1 1 Job Reference (optional) ounoers rrrstaource triant city, raj, viani City, FL - &soot, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 7 06:13:35 2021 Page 2 NOTES- ID:v3HtyczpYvZllrn?gXrhK6yOc4g-I_NX3YNQ4Lk5v7BzwVk6nJKsab4u8cKAgMQz7WzxggE 9) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 10) Bearing at joint(s) 29 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 29, 23, 20 except Qt=lb) 2=544, 27=106, 26=113, 24=154, 22=462, 19=249, 17=326, 32=539, 17=326. 12) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE MII-7473 rev. 5/10/2020 BEFORE USE. Design valid far use only with MiTek® connectors. This design is based only upon parametersshown, and is for an Individual.building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TRI Qualify Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 18/1 WATERSTONE 11 2584728 A02S ROOF SPECIAL 3 1 T22369042 Job Reference (optional �ul ers reawuuicc trrdur cmy, rLl, Plant City, rL - aao0f, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 7 06:13:36 2021 Page 1 ID:v3HtyczpYvZl l rn?gXrhK6yOc4g-DAxvGuO2rfsyWGmAUCFLJ Wtl m?MXt_BK3?AWfyzxggD 1-4-0 6-7-10 8-8-0 12-9-13 18-0-12 19_0 25-2-3 31-3-11 38-M 1 4-0 6-7-10 2-0-6 4-1-13 5-2-15 .11 6-2-3 6-1-8 6-8-5 M O 3x6 = 6.00 FIT 3x4 11 5 6 Scale = 1:69.3 13 L0 12 11 10 1.5x8 STP = 3x6 = 2x4 11 3x6 = 3x6: 3.00 12 6x8 = 3x4 = 38-M 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/LPI2014 CSI. TC 0.52 BC 0.66 WB 0.81 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (too) I/deft Lid -0.21 14-15 >999 240 -0.42 14-15 >518 180 0.11 13 n/a n/a PLATES GRIP MT20 244/190 Weight: 196 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-13 REACTIONS. (size) 2=0-8-0, 13=0-7-4, 9=Mechanical Max Horz 2=412(LC 11) Max Uplift 2=-577(LC 12), 13=-637(LC 12), 9=-485(LC 12) Max Grav 2=732(LC 17). 13=1840(LC 17), 9=906(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1803/1351, 3-4=-1440/1135, 4-5=-200/448, 5-6=-171/477, 6-7=-141/437, 7-8=-831/682, 8-9=-1459/898 BOT CHORD 2-15=-1113/1927, 14-15=-363/534, 13-14=-1292/431, 5-14=-574/60, 12-13=-302/622, 10-12=-673/1250, 9-10=-673/1250 WEBS 4-15=-491/1348, 4-14=-865/662, 7-12=-158/639, 8-12=-725/469, 8-10=0/258, 7-13=-1012/581,3-15=-445/437 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Extedor(2R) 19-0-0 to 23-0-0, Interior(1) 23-0-0 to 38-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. .7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TP1 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=577, 13=637, 9=485. 09) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 7,2021 ® 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 parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary andpermanent bracing MtTe�� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and 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 LOT 18/1 WATERSTONE � 2584728 A03S ROOF SPECIAL 7 1 T22369043 �"�4 F' tS P Job Reference o tional rs Irs ource ( an, Clty, FL), Plant Clty, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 7 06:13:37 2021 Page 1 I D:v3HtyczpYvZl l rn?gXrhK6yOc4g-hNVHTEPhcy_p8QLM1 wmaskQ6?PeKcQ3Tlfv4BPzxggC 1 4-0 6-7-10 12-9-13 19-0-0 25-2-3 31-4-6 38-0-0 6-7-10 6-2-3 6-2 3 6-2-3 6-2-3 6-7-10 Scale = 1:66.2 5x6 = _ 5x8 % 3.00 12 18-1 13 " ii 2x4 II 3x6 = 6x8 = 3x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr YES Cade FBC2020/TPI2014 CSI. TC 0.94 BC 0.94 WB 0.89 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl L/d 0.62 16-17 >739 240 -0.7816-17 >583 180 0.37 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 212 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 2-17,10-12: 2x4 SP No.1 WEBS 1 Row at midpt 11-15 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=Mechanical Max Horz 2=412(LC 11) Max Uplift 2=-904(LC 12), 10=-786(LC 12) Max Grav 2=1486(LC 1), 10=1412(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4686/2790, 3-5=-4393/2613, 5-6=-2582/1718, 6-7=-2089/1434, 7-9=-2435/1573, 9-10=-2671/1682 BOT CHORD 2-17=-2463/4400, 16-17=-1449/2763, 15-16=-754/1802, 10-11=-1376/2353 WEBS 3-17=-307/381, 5-17=-905/1807, 5-16=-10441789, 6-16=-675/1133, 11-15=-1106/2122, 7-15=-518/455, 9-11=-407/439, 6-15=-431/782 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Extedor(2R) 19-0-0 to 23-0-0, Interior(1) 23-0-0 to 38-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. . 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. s 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=904,10=786. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 7,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI l-7473 rev. 5/19l2020 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 iw 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 ANSI/TP11 Quality Criteria, DSB.89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 [Job Ply LOT � 2584728 A04 Roof Special 6 1 Job Reference (optional) T22369044 Builders FirstScurce (Plant City, FL), Plant City, FL - 33567. 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 7 06:13:38 2021 Page 1 ID:v3HtyczpYvZ11 rn?gXrhK6yOc4g-9Z3ghaPJNG6gmavYbdHpPxyHFp_2Ltl cWJfdkrzxggB 1-4-0 6-7-10 12-9-13 19-0-0 25-2-3 31-4-6 38-0-0 1-4-0 6-7-16 6-2-3 6-2-3 6-2-3 6-2-3 6-7-10 r> 0 5x6 = 6.00 12 5x8 3.00 12 5x8 8-8-0 15-6-13 Scale=1:67.7 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.71 13-14 >642 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.99 13-14 >460 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.60 8 n/a nla BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 192 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied. 2-14,8-10: 2x4 SP M 31 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=418(LC 11) Max Uplift 2=-906(LC 12), 8=-906(LC 12) Max Grav 2=1698(LC 17). 8=1698(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5537/2734, 3-4=-5245/2548, 4-5=-2933/1694, 5-6=-2852/1687, 6-7=-4937/2555, 7-8=-5236/2733 BOT CHORD 2-14=-2319/5329, 13-14=-1341/3393, 11-13=-681/2153, 10-11=-1366/3014, 8-10=-2351/4732 WEBS 5-11=-641/1368, 6-11=-1134/780, 6-10=-869/2037, 7-10=-306/383, 5-13=-638/1432, 4-13=-1202/777, 4-14=-860/2219, 3-14=-294/383 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Exterior(21R) 19-0-0 to 23-0-0, Interior(1) 23-0-0 to 39-4-0 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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, 8 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=906, 8=906. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 7,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not u�• a truss system. Before use, the building designer must verify the applicabilityof 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 MpTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PH Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply LOT 18/1 WATERSTONE TArOU4A T22369045 2584728 Roof Special 1 1 Job Reference (optional) ouucers Firstaource (mam uty, FL), mam racy, rL - sloe1, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 7 06:13:40 2021 Page 1 ID:v3Htyc7pYvz11 m?gXrhK6yOc4g-5yBQ6FRZvtMO?u3xj2KHU M2d9cgaplPv_d8kokzxgg9 1 4 0 6-7-10 8-8-0 12-9-13 18-4-0 1 -0 0 22-2-0 29-4-0 31-4-6 38-0-0 9-4-0 1-4-0 6-7-10 2-0-6 4-1-13 5-6-3 -8- 3-2-0 7-2-0 2-0-6 6-7-10 1-4-0 Scale=1:67.7 5x8 = 6.00 12 2x4 II 6 7 5x8 ZZ 5x8 3.00 F12 12-9-13 29-4-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI201.4 CS1. TC 0.95 BC 0.91 WB 0.98 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Ud 0.99 15-16 >459 240 -1.29 15-16 >352 180 0.91 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 229 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except` BOT CHORD Rigid ceiling directly applied. 2-19,11-13: 2x4 SP No.1, 6-17,8-14: 2x4 SP No.3, 15-16: 2x6 SP No.2 WEBS 1 Row at midpt 16-18, 13-15 WEBS 2x4 SP No.3 *Except` 16-18,13-15: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=-418(LC 10) Max Uplift 2=-906(LC 12), ll=-906(LC 12) Max Grav 2=1478(LC 1), 11=1478(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4602/2684, 3-4=-4396/2567, 4-5=-3068/1890, 5-6=-3736/2085, 6-7=-3614/2172, 7-8=-5095/2960, 8-9=-5212/2822, 9-10=-4458/2615, 10-11==4601/2675 BOT CHORD 2-19=-2277/4351, 18-1 9=-1 961/4001, 6-16=-73/304, 15-16=-1115/2989, 8-15=-291/418, 11-13=-2292/4146 WEBS 4-19=-569/1207, 4-18=-1451/782, 5-18=-723/380, 16-18=-1496/3160, 5-16=-7/576, 7-16=-1043/1676, 13-15=-2252/4254, 9-13=-608/407, 7-15=-1546/2585, 9-15=-190/835 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Extedor(2R) 19-0-0 to 23-0-0, Interior(1) 23-0-0 to 39-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2, 11 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 Ib uplift at joint(s) except Qt=lb) 2=906, 11=906. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 7,2021 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 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 T ek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mi i fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIyTPIf Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safetylnformadon available from Truss Plate Institute, 2670 Crain Highway. Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 1811 WATERSTONE r T22369046 2584728 A06 ROOF SPECIAL 1 1 Job Reference (optional) -- tnarn uny, rLl, Mann i ly, rL - �000r, 6,43u s Nov 3U 2U2U MI I ek Industries, Inc. Thu Jan 7 06:13:41 2021 Page 1 ID:v3HtyczpYvZ11 rn?gXrhK6yOc4g-Z8ioJbSBgBUFd2e7GIrWOaaoV00iYGp3DHtHKAzxgg8 19.4-0 r1.4.0, 6-7-10 , 12-9-13 18.8-0 19r40 252-3 31-4-6 38-0.0 39-4-0 '1-4-0' 6-7-10 ' 6-2-3 5-10.3 0-4-0 5-10.3 6-2-3 fi-7-10 1.4-0 0-4-0 Scale = 1:72.3 6x12 MT20HS = 6.00 12 5x8 % 3.00 F12 5x8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr YES Code FBC2020frP12014 CSI. TC 0.91 BC 0.92 WB 0.72 Matrix -AS DEFL. in (loc) I/defl Ud Vert(LL) 0.69 13-14 >661 240 Vert(CT) -0.97 13-14 >472 180 Horz(CT) 0.59 8 n/a n/a PLATES MT20 MT20HS Weight: 192 lb GRIP 244/190 187/143 FT = 20% 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. BOT CHORD 2x4 SP M 31 'Except' 12-14,10-12: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-11,5-13: 2x4 SP No.1 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-415(LC 10) Max Uplift 2=-906(LC 12), 8=-906(LC 12) Max Grav 2=1699(LC 11), 8=1699(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5537/2676, 3-4=-5245/2489, 4-5=-2936/1644, 5-6=-2855/1648, 6-7=-4940/2512, 7-8=-5238/2694 BOT CHORD 2-14=-2263/5326, 13-14=-1284/3391, 11-13=-667/2174, 10-11=-1332/3015, 8-10=-2315/4734 WEBS 5-11=-619/1344, 6-11=-1105/755, 6-10=-862/2036, 7-10=-306/384, 5-13=-612/1407, 4-13=-1171 /748, 4-14=-847/2217, 3-14=-294/383 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Exterior(21R) 19-0-0 to 24-7-14, Interior(1) 24-7-14 to 39-4-0 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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, 8 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=906, 8=906. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use onlywith Mrrek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/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 January 7,2021 Job Truss Truss Type Qty Ply LOT 18/1 WATERSTONE T22369047 2584728 A06 Hip 1 1 Job Reference o tional triam . !Ly, rL/, ream i.ny, FL - 33567, 6.43U s Nov 3U 2020 MiTek Industries, Inc. Thu Jan 7 06:13:42 2021 Page 1 ID:v3HtyczpYvZ11rn?gXrhK6yOc4g-2KIAXxTpRVc6EBDKgTMIZn7zeQLdHkNCRxdrtczxgg7 1-4-0 6-7-10 12-9-13 16-8-0 21-4-0 25-2-3 31-4-6 38-0-0 9_-0 1-4-0 6-7-10 6-2-3 3-10-3 4-8-0 3-10-3 6-2-3 6-7-10 1-4-0 Scale = 1:70.3 5x8 = 6.00 12 5x6 = 5x8 = 3.00 F12 5x8 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020frP12014 CSI. TC 0.95 BC 0.94 WB 0.70 Matrix -AS DEFL. in (loc) I/deft Ud Vert(LL) 0.74 15-17 >614 240 Vert(CT) -1.02 15-17 >445 180 Horz(CT) 0.59 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 199 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 2-17,11-13: 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=-371(LC 10) Max Uplift 2=-906(LC 12), 11=-906(LC 12) Max Grav 2=1478(LC 1), 11=1478(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4668/2807, 3-5=-4370/2613, 5-6=-2364/1593, 6-7=-2078/1495, 7-8=-2365/1605, 8-10=-4369/2644, 10-11=-4668/2837 BOT CHORD 2-17=-2387/4388, 15-17=-1359/2716, 14-15=-883/2076, 13-14=-1406/2687, 11-13=-2447/4214 WEBS 3-17=-322/401, 5-17=-892/1839, 5-15=-1028/754,6-15=-494/900, 7-14=-477/836, 8-14=-963/760, 8-13=-910/1726, 10-13=-334/401 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 16-8-0, Extedor(2E) 16-8-0 to 21-4-0, Exterior(2R) 21-4-0 to 26-11-14, Interior(1) 26-11-14 to 39-4-0 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 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=906,11=906. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 7,2021 ® 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 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 MITe�� 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 ANSIyfp/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safelylnfonnation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 18/1 WATERSTONE ' T22369048 2584728 A07 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 7 06:13:43 2021 Page 1 ID:v3HtyczpYvZl l rn?gXrhK6y0c4g-WXsZkHTRCokzsLoWOAt_6?gByghVOATMgbM0P2zxgg6 1-4-0 6-7-10 12-9-13 14-8-0 19-0-0 23 4-0 25-2-3 31 4-6 38-0-0 9-4- l-4-0 6-7-10 6-2-3 1-10-3 4-4.0 4 4-0 1-10-3 6-2-3 6-7-10 1 4-0 5x6 = 6.00 12 3x4 = 5x6 = 5x6 i 6 27 7 28 8 5x6 3Xo — 5x8 = 3.00 F12 38-0-0 5x8 ZZ Scale=1:70.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.71 14-15 >646 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -1.09 15-16 >419 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.60 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 200 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except' BOT CHORD Rigid ceiling directly applied. 2-18,12-14: 2x4 SP M 31 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Harz 2=-330(LC 10) Max Uplift 2=-906(LC 12), 12=-906(LC 12) Max Grav 2=1704(LC 17), 12=1704(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5497/2854, 3-5=-5189/2649, 5-6=-3090/1811, 6-7=-2748/1623, 7-8=-2648/1635, 8-9=-2979/1825, 9-11=-4947/2680, 11-12=-5260/2884 BOT CHORD 2-18=-2432/5226, 16-18=-1355/3295, 15-16=-1218/2874, 14-15=-1402/2983, 12-14=-2492/4755 WEBS 3-18=-322/417, 5-18=-936/2171, 5-16=-1103/754, 6-16=-747/1309, 7-16=-303/223, 7-15=-303/223, 8-15=-754/1259, 9-15=-1049/761, 9-14=-955/2027, 11-14=-332/416 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 14-8-0, Extedor(2R) 14-8-0 to 20-3-14, Interior(1) 20-3-14 to 23-4-0, Exterior(2R) 23-4-0 to 28-11-14, Interior(1) 28-11-14 to 39-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. . 8) Bearing atjoint(s) 2, 12 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=906,12=906. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 7,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability, of design parameters and property Incorporate this design Into the overall _ building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M�Tek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 18/1 WATERSTONE r T22369049 2584728 A08 Hip 1 1 Job Reference (optional) ers FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 7 06:13:45 2021 Page 1 ID:v3HtyczpYvZllrn?gXrhK6yOc4gSv_J9zVikQ_gSfyuVbvTBQITCdNjU6Ee7vrVTxzxgg4 1-4.0 6-7-10 8.8-0 12-8-0 19-0-0 25.4-0 29-4-0 31-4-6 38-0-0 9-4-0 1-4-0 6-7-10 2-0-6 4-0-0 6-4-0 6-4-0 4-0-0 2-0-6 6-7-10 1-4-0 Scale=1:68.9 5x6 = 3x8 = 5x6 = 5 26 276 28 29 7 5x8 3.00 r12 5x8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL.. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.73 14 >628 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.92 14-16 >494 180 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.60 10 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -AS Weight: 193 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 `Except' BOT CHORD Rigid ceiling directly applied. 2-17,10-12: 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, 10=0-8-0 Max Horz 2=-289(LC 10) Max Uplift 2=-906(LC 12), 10=-906(LC 12) Max Grav 2=1478(LC 1), 10=1478(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4602/2787, 3-4=-4393/2671, 4-5=-3057/1926, 5-6=-2741/1809, 6-7=-2741/1825, 7-8=-3057/1943, 8-9=-4393/2702, 9-10=-4602/2817 BOT CHORD 2-17=-2364/4216, 16-17=-2052/3868, 14-16=-1574/3088, 13-14=-1574/3088, 12-13=-2111/3860, 10-12=-2423/4148 WEBS 4-17=-582/1173, 4-16=-1429/886, 5-16=-578/1084, 6-16=-579/290, 6-14=0/260, 6-13=-579/291, 7-13=-585/1084, 8-13=-1354/900, 8-12=-595/1118 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 12-8-0, Exterior(21R) 12-8-0 to 18-3-14, Interior(1) 18-3-14 to 25-4-0, Exterior(2R) 25-4-0 to 30-11-14, Interior(1) 30-11-14 to 39-4-0 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 atjoint(s) 2, 10 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=906, 10=906. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 7,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetyinformation available from Truss Plate institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply LOT 1811 WATERSTONE � t T22369050 2584728 A09 Hip 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 7 06:13:46 2021 Pagel ID:v3HtyczpYvZ11 rn7gXrhK6yOc4g-w6YhMJWKUj6XjpX53JRijdlfK1!eDYloMZb20Nzxgg3 1-4-0 6-7-10 8-8-0 10-" 16-2-11 21-9-5 27.4-0 29-4-0 31-4-6 38-0-0 9-4-0 1-4-0 6-7-10 2-0-6 2-0-0 5-6-11 5-6-l1 5-6-11 2-0-0 2-0-6 6-7-10 1-4-0 Scale = 1:68.9 3x4 = 5x6 = 3x4 = 3x6 = 5x6 = 6.00 12 2x4 II 4 26 27 5 6 7 28 829 3x6 3 9 25 30 1.5x8 STP =24 31 17 13 12 1.5x�STP 4 2 6x8 = 16 15 14 4 3x8 MT20HS = 3x43x8 = 6x8 = 0 11 Iq a 0 0 3x4 = 5x8 3.00 12 5x8 19-0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.78 14 >585 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.99 Vert(CT) -1.0413-14 >440 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.61 10 n/a n/a BCDL 10.0 Code FBC2020IrP12014 Matrix -AS Weight: 182 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except` TOP CHORD Structural wood sheathing directly applied. 4-6,6-8: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 `Except* 15-17,12-15: 2x4 SP No.2 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=247(LC 11) Max Uplift 2=-906(LC 12), 10=-906(LC 12) Max Grav 2=1478(LC 1), 10=1478(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4546/2679, 3-4=-4444/2873, 4-5=-3238/2021, 5-7=-3931/2421, 7-8=-3237/2039, 8-9=-3587/2261, 9-10=-4539/2698 BOT CHORD 2-17=-2242/4089, 16-17=-1607/3214, 14-16=-2074/3863, 13-14=-2056/3863, 12-13=-2179/3892, 10-12=-2288/4082 WEBS 3-17=-328/474, 4-17=-1091/1553, 4-16=-246/611, 5-16=-845/538, 7-13=-843/539, 8-13=-926/1426, 9-13=-1174/918, 9-12=-484/1005 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 10-8-0, Exterior(2R) 10-8-0 to 16-2-11, Interior(1) 16-2-11 to 27-4-0, Exterior(2R) 27-4-0 to 32-11-14, Interior(1) 32-11-14 to 39-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=906,10=906. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrfEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• 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 WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//rPll Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Saretyinrormaticn available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 January 7,2021 a Job Truss Type Qty Ply LOT 18/1 WATERSTONE r TAu,S T22369051 2584728 HIP GIRDER 1 Job Reference (optional) -_ _-- _ -- -- •- ._-- --,.. _,. .._... _... - ----• , a ,m,v au IVIV rvu I en 111—L b. 11— 1 im don i uo: 16:90 zuz I rage i ID:v3HtyczpYvZ1lrn?gXrhK6yOc4g-sUgSn?XaOLNFy6gTBkTAp2N8BrXYhT95gt494Gzxgg1 1-4-0 4-6-11 8-8-0 13-10-14 19-0-0 24-1-2 29-4.0 33-5-5 38-0-1 9-4-D 1-4-0 4.6-11 4-1-5 5-2-14 5-1-2 5-1-2 5-2-14 4-1-5 4-6-11 1-4-0 6x12 W20HS = 2x4 11 6x12 MT20HS = 2x4 11 5x8 = 5x8 = 6.00 12 4 27 28 29 530 31 32 6 33 7 34 835 36 37 38 9 3x4 3 1.5x8 STP = 2 19 5 8 = 39 40 18 4. 1 o 20 6x12 f 2x4 11 5x8 = 5x8 3.00 F12 4-6-11 8-8-0 13-10-14 24-1-2 Scale=1:68.9 r7 N 1.5x8 STP = 0 11 12 .7. N Iy 0 5x8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr NO Code FBC2020/TPI2014 CSI. TC 0.30 BC 0.39 WB 0.55 Matrix -MS DEFL. in Vert(LL) 0.81 Vert(CT) -0.88 Horz(CT) 0.43 (IDc) I/deft Ud 16 >566 240 16 >517 180 11 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 693 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP M 31 `Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. 4-7,7-9: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=206(LC 7) Max Uplift 2=-2773(LC 8), 11=-2773(LC 8) Max Grav 2=3817(LC 1), 11=3817(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-13348/9407, 3-4=-14529/10349, 4-5=-16883/11735, 5-6=-16879/11732, 6-8=-16879/11732, 8-9=-16884111735, 9-10=-14529/10349, 10-11 =-I 3348/9407 BOT CHORD 2-20=-8406/12118, 19-20=-8534/12291, 18-19=-9000/12991, 16-18=-12251118228, 15-1 6=-1 2251/18228, 14-15=-9000/12991, 13-14=-8534/12291, 11-13=-8406/12118 WEBS 3-20=-641/570, 3A9=-1259/1376, 4-19=-2991/3884, 4-18=-2625/4339, 5-18=-823/448, 6-18=-1551/939, 6-16=-350/404, 6-15=-1551/941, 8-15=-823/448, 9-15=-2624/4339, 9-14=-2991/3884, 10-14=-1288/1376, 10-13=-641/570 NOTES- 1) 3-ply truss to be connected together with 1 Od (0.131 "xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Webs connected as follows: 2x4 -1 row at 0-9-0 cc, Except member 19-4 2x4 -1 row at 0-8-0 cc, member 14-9 2x4 -1 row at 0-8-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Bearing atjoint(s) 2, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at ioint(s) except (it=lb) ,onttZraZa7dn pIgZ783. ... , ® 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 onlywith MiTekOO connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/l 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 LOT 18/1 WATERSTONE r T22369051 2584728 A10 HIP GIRDER 1 Job Reference (optional) t, /, .- filly, FL -oj—r, d.44U s NOV JU ZUZU MI I etc industries, Inc. Thu Jan 7 06:13:48 2021 Page 2 ID:v3HtyczpYvZl1rn?gXrhK6yOc4g-sUgSn?XaOLNFy6gTBkTAp2N8BrXYhT95gt494Gzxaa1 NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 655 lb down and 444 lb up at 8-8-0, 194 lb down and 85 lb up at 10-8-12, 194 lb down and 85 lb up at 12-8-12, 194 lb down and 85 lb up at 14-8-12, 194 lb down and 85 lb up at 16-8-12, 194 lb down and 85 lb up at 18-8-12, 194 lb down and 85 lb up at 19-3-4, 194 lb down and 85 lb up at 21-3-4, 194 lb down and 85 lb up at 23-3-4, 194 lb down and 85 lb up at 25-3-4, and 194 lb down and 85 lb up at 27-3-4, and 655 lb down and 444 lb up at 29-4-0 on top chord, and 508 Ib down and 742 lb up at 8-8-0, 92 lb down and 132 lb up at 10-8-12, 92 lb down and 132 lb up at 12-8-12, 92 lb down and 132 lb up at 14-8-12, 92 lb down and 132 lb up at 16-8-12, 92 lb down and 132 lb up at 18-8-12, 92 lb down and 132 lb up at 19-3-4, 92 ib down and 132 lb up at 21-3-4, 92 lb down and 132 lb up at 23-3-4, 92 lb down and 132 lb up at 25-3-4, and 92 lb down and 132 lb up at 27-3-4, and 508 lb down and 742 lb up at 29-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-4=-54, 4-9=-54, 9-12=-54, 19-21=-20, 14-19=-20, 14-24=-20 Concentrated Loads (lb) Vert: 4=-636(B) 9=-636(B) 19=-508(B) 14=-508(B)16=-184(B)6=-293(B)27=-147(B)29=-147(B)31=-147(B)32=-147(B)33=-147(B)34=-147(B)36=-147(B) 38=-147(B) 39=-92(B) 40=-92(B) 41=-92(B) 42=-92(B) 43=-92(B) 44=-92(B) 45=-92(B) 46=-92(8) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ��• Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lnformagon available from Truss Plate Institute, 2670 Crain.Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 1811 WATERSTONE I T22369052 2584728 801 GABLE 1 1 Job Reference o tional �- • • �•��� �� v r, �n a„r ,ry, r � ­, 6,4JU s Nov sU ZUZU MI I eK Industries, Inc. Thu Jan 7 06:13:49 2021 Page 1 ID:v3HtyczpYvZl1rn?gXrhK6yOc4g-KgDq?KYCneV6aGFgkR_PLGvEZFnGQzvE2Xpicizxgg0 -1-4-0 6-0-4 11-6-0 1111 19-0-0 20-4-0 1 4-0 6-0-4 5-5-12 -5 7-0-12 1 4-0 Scale = 1 A 1.7 3x4 = 1.5x8 STP = 6x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.08 15-16 >999 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.74 Vert(CT)-0.0618-19 >999 180 BCLL 0.0 Rep Stress [nor YES WB 0.33 Horz(CT) 0.02 13 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix -AS Weight: 109 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. 9-18: 2x4 SP No.3, 13-17: 2x6 SP No.2 JOINTS 1 Brace at Jt(s): 20 WEBS 2x4 SP No.3 REACTIONS. (size) 13=0-4-0, 2=0-8-0, 18=0-8-0 Max Horz 2=-223(LC 10) Max Uplift 13=-532(LC 12), 2=-462(LC 12), 18=-449(LC 12) Max Grav 13=356(LC 22), 2=552(LC 21), 18=732(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-527/458, 4-5=-389/478, 8-9=-91/280 BOT CHORD 2-19=-337/523, 18-19=-338/519, 17-18=-414/500, 9-17=-265/170 WEBS 4-19=01256, 5-21=-576/517, 20-21=-565/522, 18-20=-603/554 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-6-0, Extedor(2R) 11-6-0 to 15-9-8, Interior(1) 15-9-8 to 21-0-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI(rPl 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=532, 2=462, 18=449. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 7,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. r Design valid for use only with MiTek9) 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 fabrics [on, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPll 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 s Truss Type Qty Ply LOT 1811 WATERSTONE T1'0 T22369053 2584728 ROOF SPECIAL 1 1 Job Reference o tional I ce (Plant cty, I-L), want city, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 7 06:13:50 2021 Page 1 ID:v3HtyczpYvZllm?gXrhK6yOc4g-pinCCgZgYydzCQgsl8VeuTSPAe7c9OeOHBZG98zxgg? 1 4 0 6-0-4 11-6-0 11 11 19-0-0 20-4-0 1 4-0 6-0-4 5-5-12 5 7-0-12 1-4-0 5x8 4 5 a 3x4 = 2x4 11 1.5x8 STP = 6x8 = Scale = 1:42.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.20 8-16 >424 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.74 Vert(CT) 0.16 8-16 >543 180 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2020fiP12014 Matrix -AS Weight: 86 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 'Except' BOT CHORD 5-9: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-3-8, 9=0-7-4 Max Horz 2=223(LC 11) Max Uplift 2=-379(LC 12). 6=451(LC 12), 9=-499(LC 12) Max Grav 2=495(LC 21), 6=317(LC 22), 9=756(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-559/486, 4-5=-140/325 BOT CHORD 2-10=-401/557, 9-10=-401/557, 8-9=-463/577, 5-8=-369/339 WEBS 3-10=01266, 3-9=-611/559 Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live toads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-6-0, Extedor(21R) 11-6-0 to 15-6-0, Interior(1) 15-6-0 to 20-4-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=379, 6=451, 9=499. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 7,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK 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 ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Craln.Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 18/1 WATERSTONE T22369054 2584728 C1 Jack -Open 4 1 Job Reference (optional) tiunoers FlrstSOurce (Flan[ aty, t-L), mant uity, hL - 33bb 1, 8.43U s Nov 3U ZUZU Mi I eK Industries, Inc. Thu Jan 7 06:13:51 2021 Page 1 ID:RHvjRgbxR_oNcNTvy2mlx0zy?GG-H3LaPOZTJGIgpaP2ssOlQh?fA2eduyVXWrlphbzxgg_ -1-4-0 0-11-4 1-4-0 0-11-4 Scale = 1:7.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 5 >999 240 TCDL 7.0 LumberDOL 1.25 BC 0.05 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr ' YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-3(LC 1), 2=-227(LC 12), 4=-15(LC 1) Max Gram 3=23(LC 12), 2=158(LC 1), 4=51(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=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 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=227. January 7,2021 ®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 MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfrPll 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 LOT 18/1 WATERSTONE ' T22369055 2584728 C1P Jack -Open 4 1 Job Reference (optional) �'^ Y, 1, .'Y' `-- +++ CA3V 5 r4ov zu Zulu mi I eK maustrles, Inc. I nu Jan f Ub:13:51 2U21 Page 1 ID:iuC8Xuvmyg U Eu?G9VI8eFyzN7nv-H3LaPOZTJGlgpaP2ssOtQh?fA2eduyVXWrlphbzxgg_ 1-4-0 0-11.4 Scale = 1:7.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.05 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 5 lb FT = 20 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-3(LC 1), 2=-227(LC 12), 4=-15(LC 1) Max Grav 3=23(LC 12). 2=158(LC 1), 4=51(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Gt=lb) 2=227. January 7,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M i%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 ANS11TP/f Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type City Ply LOT 1811 WATERSTONE �Triss T22369056 2584728 V Jack -Open 4 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 7 06:13:52 2021 Page 1 ID:v3HlyczpYvZl l rn?gXrhK6yOc4g-IFvydMa54ZlhRk_FQZX6zuXgwS_udPlgW2MC1 zxgfz -1-4-0 0-11-4 ' 1-4-0 0-11-4 Scale = 1:7.6 ro 19I9 00 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 1.0.0 Code FBC2020/TPI2014 Matrix -MP Weight: 5 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 2=91(LC 12) Max Uplift 3=-4(LC 9), 2=-211(LC 12), 4=-14(LC 1) Max Grav 3=18(LC 12), 2=158(LC 1), 4=41(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s).2 considers parallel to grain value using ANSI(rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (Jf=lb) 2=211. January 7,2021 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 MRek® 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 ANSI1rP11 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 ss Truss Type ly LOT 18/1 WATERSTONE FC3 T22369057 2584728 Jack-0pen L4JF 1 Job Reference o tional 6rSuawUuwc IF am a !Ly, rLl, ,iry, rL - 33567, 8.43U s Nov 30 2020 MiTek Industries, Inc. Thu Jan 7 06:13:53 2021 Page 1 ID:RHvjRgbxR oNcNTvy2mlx0zy?GG-DSTLgibjrt?Y3uZRzH3LW64?gsJsMs?gz9nwkT7xgfy -1-4-0 2-11-4 1-4-0 2-11-4 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Hors 2=152(LC 12) Max Uplift 3=-62(LC 12), 2=-183(LC 12) Max Grav 3=70(LC 17), 2=195(LC 1), 4=49(LC 3) Scale = 1:12.7 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.26 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 BC 0.13 Vert(CT) -0.01 4-7 >999 180 WB 0.00 Horz(CT) -0.00 3 n/a n/a Matrix -MP Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=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 100 lb uplift at joint(s) 3 except Qt=lb) 2=183. January 7,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTelc® 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 ANSI1TPF1 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 Oily Ply LOT 18/1 WATERSTONE r T22369058 2584728 C3P Jack -Open 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 7 06:13:53 2021 Page 1 ID:iuC8XuvmygUEu?G9Vl8eFyzN7nv-DSTLgibjrt?Y3uZRzH3LW64?gsJuMs?gz9nwkTzxgfy -1.4-0 2-11-4 1-4-0 ' 2-11-4 Scale = 1:12.7 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 12 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-73(LC 12), 2=-245(LC 12), 4=-45(LC 9) Max Grav 3=62(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf;, h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=1b) 2=245. January 7,2021 WARNING - Verjfy 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 MTeW connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ITek• I. 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/rPll 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 s Truss Type City Ply LOT 18/1 WATERSTONE r 7C3V T22369059 2584728 Jack -Open 4 1 Job Reference (optional) t ,a„r ,ry, 1, r,ain . Iiy, r-1 - 0000r, 8.43U s Nov 30 2020 MiTek Industries, Inc. Thu Jan 7 06:13:54 2021 Page 1 ID:v3HtyczpYvZllrn?gXrhK6yOc4g-helj22cLcB7Pgl8dX_aa2JdAQGf35JEzCpXTHwzxgfx -1-4-0 2-114 14-0 2-11.4 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-67(LC 12), 2=-174(LC 12) Max Grav 3=72(LC 17), 2=195(LC 1), 4=49(LC 3) Scale = 1:12.7 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.26 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 BC 0.13 Vert(CT) -0.01 4-7 >999 180 WB 0.00 Horz(CT) 0.00 3 n/a n/a Matrix -MP Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly,applied or2-11-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=174. ®WARNING - Verifydesign 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 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 Safety /nformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 MF MiTek' 6904 Parke East Blvd. Tampa, FL 36610 January 7,2021 Job Truss Truss Type Clty Ply LOT 18/1 WATERSTONE � T22369060 2584728 C5 Jack -Open 4 1 Job Reference (optional) Builders FirstScurce (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 7 06:13:54 2021 Page 1 ID:RHvjRgbxR_oNcNTvy2mlxOzy?GG-helj22cLcB7Pg18dX_aa2Jd6iGZr5JEzCpXTHwzxgfx -1-4-0 4-11-4 4-11-4 Scale = 1:17.6 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.07 4-7 >897 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.46 Vert(CT) -0.06 4-7 >913 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-128(LC 12), 2=-196(LC 12) Max Grav 3=133(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Inte6or(l) 2-8-0 to 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=128, 2=196. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 7,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss webandior 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 ANSIfrP/f 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 WATERSTONErT22369061 �P�IyLOT/1 2584728 C5V Jack -Open 4 rence o tional Builders FlrstSource (Plant city, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 7 06:13:55 2021 Page 1 ID:v3HtyczpYvZ11 rn?gXrhK6yOc4g-9gb5FOdzNUFGIBjp5i5pbX9GpfuPgmU7RTG1 pMzxgfw -14-0 4-11-4 1-4-0 4-114 Scale = 1:17.6 J%9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.07 4-7 >816 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.50 Vert(CT) -0.07 4-7 >881 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 18 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP Nd.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-133(LC 12), 2=-189(LC 12) Max Grav 3=134(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 3=133, 2=189. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 7,2021 .. ® 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 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 ANS11rP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply LOT 18/1 WATERSTONE T22369062 2584728 C7V Jack -Open 4 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 7 06:13:56 2021 Page 1 ID:v3HtyczpYvZl1rn?gXrhK6yOc4g-dl9TTkdb8oN6wLHOfPc27kiM?38dZDkGf7OaLozxgfv -1-4-11 6-11-4 1-4-0 6-11-4 2 3x6 Scale = 1:22.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.23 4-7 >362 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.21 4-7 >386 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2020rrPI2014 Matrix -AS Weight: 25 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=276(LC 12) Max Uplift 3=-198(LC 12), 2=-210(LC 12) Max Grav 3=198(LC 17), 2=333(LC 1), 4=120(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=198, 2=210. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 7,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Tmss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 18/1 WATERSTONE T22369063 2584728 D01 Common Supported Gable 1 1 Job Reference (optional) ouuuers nr5touurce (riant t✓tty, r-L), rlam L ry, rL - ssoef, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 7 06:13:56 2021 Page 1 ID:v3HtyczpYvZllrn?gXrhK6yOc4g-dl9TTkdb8oN6wLHOfPc27kiS43KvZCnGf7OaLozxgfv 11-4-0 6-0-0 12-0-0 131-0 1-4-0 6-0-0 6-0-0 1-4-0 4x6 = Scale = 1:26.5 I� 0 Plate Offsets (X,Y)— [2:0-3-8 Edge], [2:0-2-8,Edge] [8:0-3-8 Edge] [8:0-2-8 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.02 9 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.02 9 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Weight: 59 lb FT = 20 % LUMBER- BRACING- TOP'CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-0-0. (lb) - Max Horz 2=-151(LC 10) Max Uplift All uplift 100 lb or less atjoint(s) except 2=-316(LC 12), 8=-316(LC 12), 12=-119(LC 12), 10=-119(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 11 except 2=260(LC 21), 8=260(LC 22), 12=272(LC 17), 10=277(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-12=-238/422, 6-10=-236/420 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -2-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 6-0-0, Corner(3R) 6-0-0 to 10-0-0, Exterior(2N) 10-0-0 to 14-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIrrPI 1. 4) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 316 lb uplift at joint 2, 316 lb uplift at joint 8, 119 Ibiuplift atjoint 12 and 119 lb uplift atjoint 10. 11) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 2, 8. January 7,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MTekOO 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 WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMPI1 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 s Truss Type City Ply LOT 1811 WATERSTONE �DO T22369064 2584728 Common 2 1 Job Reference o tional ors rusrauurce triani City, FL). Pram City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 7 06:13:57 2021 Page 1 ID:v3HtyczpYvZl l rn?gXrhK6yOc4g-5Dirg4eDv6VzXVsCC67HgyFdpTajlfPPunl7uEzxgfu -1-4-0 6-0-0 12-M 13.4-0 1-4-0 6-0-0 6-0-0 1-4-0 Scale=1:23.7 5x6 = I� 3x4 = 3x4 = 6-0-0 6-0-0 Plate Offsets (X,Y)— [2:0-1-4 0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.07 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.07 6-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.10 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 47 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 4=0-8-0 Max Horz 2=-151(LC 10) Max Uplift 2=-364(LC 12), 4=-364(LC 12) Max Grav 2=516(LC 1), 4=516(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-618/690, 3-4=-618/690 BOT CHORD 2-6=-356/501, 4-6=-356/501 WEBS 3-6=-24/267 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-0-0, Exterior(2R) 6-0-0 to 10-0-0, Interior(1) 10-0-0 to 13-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 364 lb uplift at joint 2 and 364 lb uplift at joint 4. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 7,2021 WARNING -Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ��• Design valid for use only with MTek@ connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPN Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, Ft. 36610 Job Truss Truss Type Qty Ply 18/1 WATERSTONE ' T22369065 Fi.ob' 2584728 E5P Jack -Open 3 1 Reference optional) irstaource tmani Lary, ry, riant c:lty, t-L - 33bbt, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 7 06:13:58 2021 Page 1 ID:iuC8Xuvmyg UEu?G9V l8eFyzN7nv-aPGEuPfsgPdg9fROmgeW D9nnOtxv17EZ7RVhQhzxgft -1-4-0 5-0-0 1 4-0 5-0-0 3x4 = W L6 N Scale = 1:17.8 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.09 4-7 >659 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) 0.07 4-7 >816 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 We n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=216(LC 12) Max Uplift 3=-147(LC 12), 2=-302(LC 12), 4=-82(LC 12) Max Grav 3=121(LC 17), 2=264(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 147 lb uplift at joint 3, 302 lb uplift at joint 2 and 82 lb uplift at joint 4. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 7,2021 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 MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall /� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i�niTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the .. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetyinfomation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 1811 WATERSTONE � T22369066 2584728 E7 Jack -Open 5 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 7 06:13:58 2D21 Page 1 ID:RHvjRgbxR_oNcNTvy2m 1 xOzy7GG-aPGEuPfsgPdggfROmgeW D9niztgb 17EZ7RVhQhzxgft -14-0 7-0-0 1-4-0 7-0-0 0-J 3x6 = Scale = 1:23.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.22 4-7 >376 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.86 Vert(CT) -0.21 4-7 >389 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 ' n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix=AS Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=-195(LC 12), 2=-217(LC 12) Max Grav 3=198(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & 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 195 lb uplift at joint 3 and 217 lb uplift at joint 2. 7) This truss design requires that a minimum of 7M 6" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 7,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MTekO connectors. This design isbased 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 andlor chord members only. Additional temporary and permanent bracing MiTek� is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems,. see ANSI/rPli 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 LOT 1811 WATERSTONE � 2584728 E88V Jack -Partial 10 1 T22369067 Job Reference (optional) t ,a,.r Iry, "I, riaw �!Ly, FL - 0000r, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 7 06:13:59 2021 Page 1 ID:v3HtyczpYvZl l rn7gXrhK6yOc4g-2cgc5lg URjlhnpObKX911NKssHBFmYEiL4EEy7zxgfs -1-4-0 7-4-0 7-8-1 8-8-0 1-4-0 7-4-0 -4-1 0-11-1 5x6 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 LumberDOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 Scale=1:26.5 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TC 0.98 Vert(LL) 0.30 6-9 >341 240 MT20 244/190 BC 0.83 Vert(CT) 0.24 6-9 >422 180 WB 0.14 Horz(CT) -0.02 4 n/a n/a Matrix -AS Weight: 41 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=330(LC 12) Max Uplift 4=-26(LC 12), 2=-233(LC 12), 5=-213(LC 12) Max Grav 4=141(LC 3), 2=396(LC 17), 5=229(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-380/140 WEBS 3-6=-139/486 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, 1ntedor(1) 2-8-0 to 8-7-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 lb uplift at joint 4, 233 lb uplift at joint 2 and 213 Ib uplift at joint 5. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 7,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an Individual building component, not 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 ANSI1TP1I 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 LOT 1811 WATERSTONE ' T22369068 2584728 E88VA JACK -PARTIAL 2 1 Job Reference (optional) Builders First5ource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 7 06:14:00 2021 Page 1 ID:v3HtyczpYvZllrn?gXrhK6yOc4g-Woo_15g6B1tYPzbnuFh_lat1PgXXV?csak_oUZzxgfr 1 4-0 7-4-0 7-4-18-1 8.8-0 1 4-0 7-4-0 0-11-1 4x6 II e Scale = 1:27.4 7-4-0 8-8-0 7-4-0 1-4-0 Plate Offsets (X,Y)— [2:0-6-3,0-0-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.28 6-9 >364 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC O:83 Vert(CT) 0.23 6-9 >448 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) -0.02 4 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -AS Weight: 45 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.2 `Except* 3-6: 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=324(LC 12) Max Uplift 4=-24(LC 12), 2=-231(LC 12), 5=-21O(LC 12) Max Grav 4=170(LC 3), 2=390(LC 17), 5=201(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-365/128 WEBS 3-6=-103/459 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 8-5-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/rPI 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 24 lb uplift at joint 4, 231 lb uplift at joint 2 and 210 lb uplift at joint 5. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. January 7,2021 ® 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 MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a buss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iw 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 ANSI7TP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Oty Ply LOT 18/1 WATERSTONE FH5 T22369069 2584728 Diagonal Hip Girder 2 1 Job Reference (optional) . ny, 11 uaoo r, o.43u S NOV JU 2UZU MI I eK Industries, Inc. Thu Jan 7 06:14:00 2021 Page 1 ID:iuC8XuvmygUEu?G9VI8eFyzN7nv-Woo_15g6B1tYPzbnuFh_latCyghTV?bsak_OUZzxgfr -1-10-10 3-9-6 7-0-14 1-10-10 3-9-6 3-3-8 Scale = 1:17.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.02 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.02 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 31 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-10-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-11-5, 5=Mechanical Max Horz 2=216(LC 8) Max Uplift 4=-83(LC 8), 2=-454(LC 8), 5=-219(LC 8) Max Grav 4=78(LC 1), 2=287(LC 1), 5=172(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-317/360 BOT CHORD 2-7=-420/290, 6-7=-420/290 WEBS 3-6=-318/461 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live Idad 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 83 lb uplift at joint 4, 454 lb uplift at joint 2 and 219 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 57 lb up at 1-5-12, 3 lb down and 57 lb up at 1-5-12, and 3 lb down and 74 lb up at 4-3-11, and 3 lb down and 74 lb up at 4-3-11 on top chord, and 1 lb dawn and 5 lb up at 1-5-12, 1 lb down and 5 lb up at 1-5-12, and 4 lb down and 2 lb up at 4-3-11, and 4 lb down and 2 lb up at 4-3-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 11 =1 15(F=57, B=57) 14=-7(F=-4, B=-4) January 7,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. �r Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is far an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSf Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 18/1 WATERSTONE " T22369070 2584728 H7 Diagonal Hip Girder 2 1 Job Reference c tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 7 06:14:02 2021 Page 1 ID:RHvjRgbxR_oNcNTvy2m 1 xOzy?GG-SBWkjniMje7GeGIA?gjSN?yMm UBQzrs922TuZSzxgfp -1-10-10 4-8-0 9-10-13 1-10-10 4-8-0 5-2-13 Scale=1:22.6 NAILED NAILED NAILED sxti LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.27 6-9 >428 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.56 6-9 >209 180 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-7-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=-184(LC 8), 2=-244(LC 8), 6=-82(LC 8) Max Grav 4=131(LC 1), 2=515(LC 1), 6=351(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-755/373 BOT CHORD 2-6=-451/695 WEBS 3-6=-731/475 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) na 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 184 lb uplift at joint 4, 244 lb uplift at joint 2 and 82 lb uplift at joint 6. 8) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-7=-20 • Concentrated Loads (lb) Vert: 12=-75(F=-37, B=-37) 14=-10(F=-5, B=-5) 15=-57(F=-28, B=-28) January 7,2021 WARNING •Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE Mil-7473 rev. 5/19l2020 BEFORE USE. Design valid for use onlywith 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 ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Qty Ply LOT 18/1 WATERSTONET22369071 rDrusspe 2584728 H7V Hip Girder 2 1 Job Reference o ticnal rmuv Iridni i 4y, FL), rtanl Chy, FL - 33ob/, 8.430 s Nov 30 2020 MITek Industries, Inc. Thu Jan 7 06:14:02 2021 Page 1 ID:v3HtyczpYvZllrn?gXrhK6yOc4gSBWkjniMje7GeGIA?gjSN?yQSUGizr 922TuZSzxgfp -1-10-10 6-0-1 12-2-512 -1 1-10-10 64-1 5-10-5 0- 2 2x4 11 Scale=1:26.5 4 5 64-1 1MA 12-3-1 12- 7 64-1 5-10, 0 2 0-010 Plate Offsets (X,Y)-- [6:0-4-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.09 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.12 7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MS Weight: 65 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-4-12 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-14 oc bracing. WEBS 2x4 SP No.3 'Except' WEBS 1 Row at midpt 3-6 4-6: 2x6 SP No.2 REACTIONS. (size) 2=0-10-3, 6=Mechanical Max Horz 2=330(LC 8) Max Uplift 2=-319(LC 8), 6=-463(LC 8) Max Grav 2=644(LC 1), 6=768(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1804/800 BOT CHORD 2-7=-925/1720, 6-7=-947/1735 WEBS 3-7=0/335, 3-6=-1714/946, 4-6=-251/281 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 319 lb uplift at joint 2 and 463 lb uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 59 lb down and 12 lb up at 1-5-12, 59 lb down and 12 lb up at 1-5-12, 5 lb down and 72 lb up at 4-3-11, 5 lb down and 72 lb up at 4-3-11, 38 lb down and 132 lb up at 7-1-10, 38 lb down and 132 lb up at 7-1-10, and 92 lb down and 181 lb up at 9-11-9, and 92 lb down and 181 lb up at 9-11-9 on top chord, and 9 lb up at 1-5-12, 9 lb up at 1-5-12, 4 lb down at 4-3-11, 4 lb down at 4-3-11, 29 lb down at 7-1-10, 29 lb down at 7-1-10, and 64 lb down at 9-11-9, and 64 lb down at 9-11-9 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 t ia lannr 7 9f199 _.� . Continued on page 2 ' ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5119/2020 BEFORE USE. Design valid for use only with Mi rek@ 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 andfor chord members only. Additional temporary and permanent bracing Mire k• is always required for stability and to prevent collapse Wth possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 18/1 WATERSTONE T22369071 2584728 H7V Diagonal Hip Girder 2 1 Job Reference (optional) •� • ^�•���•�� ^r �n o ry, d.vaU s NOV 3U ZUZU MI I ex Industries, Inc. Thu Jan 7 06:14:02 2021 Page 2 ID:v3HtyczpYvZl1rn?gXrhK6yOc4g-SBWkjniMje7GeGIA?gjSN?yQSUGizr 922TuZSzxgfp LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-54, 4-5=-14, 6-8=-20 Concentrated Loads (lb) Vert: 12=-77(F=-38, B=-38) 13=-184(F=-92, B=-92) 14=-8(F=-4, B=-4) 15=-55(F=-28, B=-28) 16=-102(F=-51, B=-51) 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 MiTek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPN 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 LOT 18/1 WATERSTONE 1 ' T22369072 2584728 K01 Hip Girder 1 1 Job Reference (optional) i ers rnarauurca tridnr city, FL). Plant city, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 7 06:14:04 2021 Page 1 ID:RHvjRgbxR_oNcNTvy2m 1 xOzy?GG-OZdV8TkdFFOtavY75lwSQ1 kFluyRm 1 RVMy?dLzxgfn -1-4-0 7-0-0 10-4-0 13-M 20-8_-0 22-0-0 1-4-0 7-0-0 3-4-0 3-4-0 7-0-0 1-4-0 4x6 = NAILED NAILED NAILED 3x4 = NAILED 3 17 18 4 19 20 Special 46 = 46 = 1-1- nHiLou 3x4 = 3x4 — 46 = 7-0-0 Special Special Scale=1:38.3 0 A Iv 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 NO Code FBC2020rrP12014 CSI. TC 0.87 BC 0.80 WB 0.36 Matrix -MS DEFL. in (loc) I/deft Lid Vert(LL) 0.18 10-13 >999 240 Vert(CT) -0.28 8-10 >902 180 Horz(CT) 0.07 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 92 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied. 3-5: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-7 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=-172(LC 23) Max Uplift 2=-1099(LC 8), 6=-1072(LC 8) Max Grav 2=1660(LC 1), 6=1646(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3068/1866, 3-4=-2713/1768, 4-5=-2677/1709, 5-6=-3037/1806 BOT CHORD 2-10=-1471/2748, 8-10=-1672/2927, 6-8=-1419/2643 WEBS 3-10=-408/957, 4-10=-361/432, 4-8=-394/434, 5-8=-260/897 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 1099 lb uplift at joint 2 and 1072 lb uplift at joint 6. 8) "NAILED" indicates 3-1 Old (0.148"x3") or 3-12d (0.148"x3.25') toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 328 lb down and 437 lb up at 13-8-0 on top chord, and 460 lb down and 295 lb up at 7-0-0, and 373 lb down and 92 lb up at 13-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-7=-54, 11-14=-20 Concentrated Loads (lb) Vert: 3=-117(B) 5=-171(B) 10=-460(B) 4=-117(B) 8=-357(B) 17=-117(B) 20=-117(B) 21=-59(B) 22=-59(B) 23=-59(B) January 7,2021 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 MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job r Truss Truss Type Qty Ply LOT 18/1 WATERSTONE ( } T22369073 2584728 K02 Hip 1 1 Job Reference (optional) ��n� r� ruarauurcc lrrenr Giiy, FL), Plant ury, FL - daaor, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 7 06:14:05 2021 Page 1 ID:RHvjRgbxR_oNcNTvy2mlxOzy?GG-slBtMpkFOZWrVkUkgoG9?ea?VhGCAGpbkOhYAnzxgfm 6-3-3 9-0-0 11-8-0 14.4-13 20.8.0 6-3-3 2-8-12 2-8-0 2-8-13 6-3-3 Scale=1:36.6 4x6 = 5x8 = 3x6 = 3x8 = 3x6 = 3x4 = 3x6 = 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 CS1. TC 0.46 BC 0.67 WB 0.14 Matrix -AS DEFL. in Vert(LL) -0.15 Vert(CT) -0.33 Horz(CT) 0.03 (loc) I/deft L/d 7-15 >999 240 7-15 >155 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 97 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 6=0-8-0 Max Horz 1=186(LC 11) Max Uplift 1=-431(LC 12), 6=-431(LC 12) Max Grav 1=765(LC 1), 6=765(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1252/966, 2-3=-10381850, 3-4=-884/795, 4-5=-1037/850, 5-6=-1252/966 BOT CHORD 1-9=-767/1101, 7-9=-459/882, 6-7=-750/1088 WEBS 2-9=-363/431, 3-9=-262/349, 4-7=-256/401, 5-7=-366/433 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 9-0-0, Exterior(2E) 9-0-0 to 11-8-0, Exterior(2R) 11-8-0 to 17-3-14, Interior(1) 17-3-14 to 20-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 431 lb uplift at joint 1 and 431 lb uplift at joint 6. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 7,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/10I2020 BEFORE USE.• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117Pll 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 LOT 18/1 WATERSTONE t t T22369074 2584728 K03 HIP GIRDER 1 Job Reference o lional �Li. 615 trmrn Illy, rl�l, ridn[ Giry, FL - 33567. 8,430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 7 06:14:06 2021 Page 1 ID:RHvjRgbxR oNcNTvy2mlxOzy?GG-LyIFZ8llntei7u2xEVoOXr72E5cuvaWkygR6iDzxgfl 5-1-4 9-9-0 10-11-0 15-6-12 20-8-0 5-1-4 4-7-11 1-2-0 4-7-11 5-14 4x6 = 4x6 = Scale = 1:38.5 bx6 = axo II tix1Z M12UH5 = 7x1U = --- 3x8 II 1.5x8 STP =HTU26 HTU26 HTU26 7x10 = HTU26 HTU26 = 5x8HTU26 HTU26 5-1-4 9-9-0 10-11-0 15-6-12 20-8-0 5-1-4 4-7-11 1-2-0 4-7-11 5-1-4 Plate Offsets (X Y)-- [1:0-1-11,Edge] [6:0-1-11 Edge] {7:0-4-12 0-1-8] [8:0-3-8 0-4-12] [9:0-3-8 0-4-12][11:0-4-12 0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.29 7-8 >863 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.34 7-8 >739 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(CT) 0.09 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 235 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 `Except* TOP CHORD Structural wood sheathing directly applied or 1-7-8 cc puriins. 3-4: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-0 cc bracing. BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 6=0-8-0 Max Horz 1=-201(LC 6) Max Uplift 1=-3643(LC 8), 6=4296(LC 8) Max Grav 1=5879(LC 1), 6=7413(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-11604/7048, 2-3=-8783/5217, 3-4=-7908/4786, 4-5=-8788/5219, 5-6=-13410/7804 BOT CHORD 1 -11 =-6222/10362, 9-11=-6222/10362, 8-9=-4482/7908, 7-8=-6908/11995, 6-7=-6908/11995 WEBS 2-11 =-1 467/2463, 2-9=-3129/2039, 3-9=-2190/3753, 4-8=-2208/3795, 5-8=-4760/2813, 5-7=-2141 /3935 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) . This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3643 lb uplift atjoint 1 and 4296 lb uplift at joint 6. 11) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 cc max. starting at 1-4-12 from the left end to 5-4-12 to connect truss(es) to back face of bottom chord. 12) Use Simpson Strong -Tie HTU26 (20-10d Girder, 14-10dxl 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 cc max. starting at 7-4-12 from the left end to 19-4-12 to connect truss(es) to back face of bottom chord. J6l)itfiillw[Iami;Iih&2 where hanger is in contact with lumber. ® 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 properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSifTPi1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 MiTek° 6904 Parke East Blvd. Tampa, FL 36610 January 7,2021 Job Truss Truss Type City Ply LOT 18/1 WATERSTONE T22369074 2584728 K03 HIP GIRDER 1 Job Reference (optional) �= ir,a— ry, �/, nnrn i !Ly, VI --Dr, 6.4su s NOV JU ZUZU MI I eK Industries, Inc. Thu Jan 7 06:14:06 2021 Page 2 ID:RHvjRgbxR oNcNTvy2mlxOzy7GG-LyIFZ8ltntei7u2xEVoOXr72E5cuvaWkygR6iDzxgB LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 1-6=-20 Concentrated Loads (lb) Vert: 1 1=-674(B) 7=-1392(B) 16=-674(B) 17=-674(B) 18=-1392(B) 19=-1392(B) 20=-1392(B) 21=-1392(B) 22=-1392(B) 23=-1392(B) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Mt 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 ANShTPl1 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 LOT 18/1 WATERSTONE t r I` T2 2369075 2584728 P01 Hip Girder 1 1 Job Reference (optional) rmni Goy, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 7 06:14:07 2021 Page 1 ID:iuC8XuvmygUEu?G9VI8eFyzN7nv-p8Jdm UmVYAmZkl d7oDJd43fLSVOde9SuBKAfEfzxgfk 1-4-0 5-0-0 9-0-0 14-0-0 15 4-0 1 4-0 5-0-0 4-0-0 5-0-0 1 4-0 5x8 = 3x4 = 15 4x6 = 3x4 = Scale = 1:27.1 Plate Offsets (X,Y)— [3:0-6-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.10 8-11 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) 0.08 8-11 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(CT) -0.03 5 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -MS Weight: 61 lb FT = 20% LUMBER- BRACING- TOP'CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-3-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=131(LC 7) Max Uplift 2=-967(LC 8), 5=-969(LC 8) Max Grav 2=834(LC 1), 5=835(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1335/1433, 3-4=-116311366, 4-5=-133711437 BOT CHORD 2-8=-1156/1146, 7-8=-1175/1162, 5-7=-1141/1148 WEBS 3-8=-323/338, 4-7=-318/338 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 967 lb uplift at joint 2 and 969 Ib uplift at joint S. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 66 lb down and 123 lb up at 5-0-0, and 47 lb down and 116 Ib up at 7-0-0, and 95 lb down and 210 lb up at 9-0-0 on top chord, and 161 Ib down and 180 lb up at 5-0-0, and 35 Ib down and 34 lb up at 7-0-0, and 161 lb down and 180 Ib up at 8-11-4 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, 9-12=-20 Concentrated Loads (lb) Vert: 3=-47(F) 4=-48(F) 8=-161(F) 7=-161(F) 15=-47(F) 16=-24(F) January 7,2021 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 MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 18/1 WATERSTONE • Y f T22369076 2584728 P02 Common 2 1 Job Reference (optional) ce (Plant City, FL), Plant City, FL - 33567, 1-4-0 7-0-0 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Jan 7 06:14:08 2021 Page 1 ID:iuC8XuvmygUEu?G9Vl8eFyzN7nv-HKtO_gn7JUuPMBCJMwgscGCRtvlgNdr1 Q_wDm6zxgfj 5x8 = 7-0-0 1 A-0 Scale=1:26.9 1 `x8 1.5x8 S 5 Io 1 6. 66 17 18 6 19 20 2x4 11 3x4 = 3x4 = 7-0-0 14-M 7-0-0 7-0-0 Plate Offsets (X Y)-- (2:0-1-4,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.18 6-9 >913 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) 0.15 6-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 54 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 4=0-8-0 Max Horz 2=-171(LC 10) Max Uplift 2=-706(LC 12), 4=-706(LC 12) Max Grav 2=590(LC 1), 4=590(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-731/1149, 3-4=-731/1149 BOT CHORD 2-6=-773/593, 4-6=-773/593 WEBS 3-6=-352/313 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 7-0-0, Exterior(2R) 7-0-0 to 11-0-0, Interior(1) 11-0-0 to 15-4-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 706 lb uplift at joint 2 and 706 lb uplift at joint 4. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 7,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rov. 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/rPlf Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. J�Apply plates to both sides of truss and fully embed teeth. 0-1ri r - -I- For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. O 2 U 0- 0 Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for PLATE SIZE PRODUCT CODE APPROVALS use with fire retardant, preservative treated, or green lumber. ICC-ES Reports: 10. Camber is a non-structural consideration and is the The first dimension is the plate responsibility of truss fabricator. General practice is to 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 camber for dead load deflection. to slots. Second dimension Is ER-3907, ESR-2362, ESR-1397, ESR-3282 type. the length parallel to slots. 11. Plate a size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumberused shall be ofthespecies and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the 13. Top chords must be sheathed or purlins provided at by text in the bracing section of the truss unless otherwise shown. spacing indicated on design. output. Use T or I bracing Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at 10 ft. spacing, If indicated. or less, if no ceiling is installed, unless otherwise noted. section 6.3 These truss designs rely on lumber values BEARING established by others. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior Indicates location where bearings approval of an engineer. (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved reaction section indicates joint 17. Install and load vertically unless indicated otherwise. number where bearings occur.Effi 18. Use of green or treated lumber may pose unacceptable Min size shown is for Crushing only. environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TP11: 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. MiTokl MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.