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HomeMy WebLinkAboutTruss249 Maitland Avenue, Suite 3000 rF D Altamonte Springs, Florida 72-01 S P: (321)972-0491 1 F: (321)972-0484 1 E: info@fdseng.com Website: www.fdseng.com ENOINEERINO A830CIATES June 16, 2020 Building Department Ref: Lot: Subdivision: Address: Model: KA # Truss Company: Date of drawings: Job No.: Wind Speed: Exposure: Truss Engineer: Adams Homes Lot 6 Bilk 2 Fort Pierce - Waterstone 8304 Cristelle Ct. 3000 B LHG 2CF 20-4144 Builders First Source 6/11/20 2369903 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 appropriat iqL- f ces§es4and techniques; and coordinating work with all other trades. r° PY u0 Note. Truss ID s may vary. �® C If you have any questions, please do not hesitate to call. REVIEWED FOR C®®E COMPLIANCE Sincerely, "S`pABLo!�►.,z �Te LUCIE COUNTY Rocc 4 �• m :k • No 8 6 '•�N h 4 • S r 6/16/2020 Carl A. Brown, P.E. Luis 1`46,44 • .N.FD P.•• �i 'odd M. Born, P.E. FL. # 56126 FL. # 878"4,. �j NA'1"l�kC_>%\FL. # 82126 ;11:1111111i "Doing Business with a Service Mindset and an Eye for Detail" 5 22-04-00 37-00-00 9-04-00 ,U U U W W W W W V U U C1 C1 0 C3 C3 g O n O O o C5 C5 c Al GR A2 A3 C1 7 C3 C5 N CO 0 V 0 to (O 0 Ur N C7 N Ur N (D N U` m 0 1 4t U` in C 7 in 0 Ur E7 E7 E7 0 a o N X m E7 E \ 0 0' \ \ i I _ 1� ■1� �1■ ■1�________�_ Expose.r • • ��� ®®®UFA him CONNECTORS SCHEDULE ROOF TRUSS Q ID MODEL ROOF UPLIFT SYM 0 A' LUS24 / JUS24 895 / 835 490 /510 1 ILA' 7 A HTU26 / THD26 3600 / 3470 1555 / 2330 ILA 0 B HTU28 / THD28 4680 / 5040 2140 / 2330 1LB 1 C HTU26-2 / THD26-2 3600 / 3355 2175 / 2340 1 Lc 0 D HTU28-2 / THD28-2 4680 / 5005 3485 / 2595 1 a 0 E HGUS26-2 / THDH26-2 5320 / 5245 2155 / 2340 1LE 0 F HGUS28-2 / THDH28-2 7460 / 8025 3235 / 3330 1 1IF 0 G HGUS26-3 / THDH26-3 5230 / 5245 2155 / 2340 1 LG 0 H HGUS28-3 / THDH283 7460 / 7835 3235 / 4370 1 w 0 J THASR-1_29 / 9100 / 8990 4095 / 4370 1 u qg 3 X 8 NOP REVIEWED ❑ 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 con- tractor from compliance with requirements of the draw- ings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and corelating all quantities and dimen- sions, selecting fabrication processes and techniques of construction, coordinating his work with that of all F trades and performing his work in a safe and satisf manner. FLORIDA D SIGN SOLUTIONS, II Date (� By ' Submittal Bo. Project No. Project E� Project VERIFYALLDIMENSIONSANDCEIUNGCON ONSPRIORTOAPPROVAL SOME CEILING FRAMING REOURED IN FIELD BY BUILOER MAIN WIND FORCE RESISTING SYSTEMIO HYBRID WHO ASCE7.10 ENCLOSED IMPORTANT EXPOSURE CATEGORY C OCCUPANCY CATEGORY O WINO LOAD IN MPH WHO WORTANCE FACTOR 1.00 This Drawing Must Be Approved And Returned Before Fabrication Will TRUSSES RAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD Begin. For Your Protection Check All NONCONCURRENT WITH ANY OTHER LIVE LOADS Dimensions And Conditions Prior To Of Plan. APBELOW 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 By Date BCDL: 10 PSF BCDL: 5 PSF TOTAL: 37 PSF TOTAL: 55 PSF DURATION: 1.25 DURATION: 1.00 CAUTION!!! 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 DETAIL5 (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. rho General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 0112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2017 BEARING HEIGHT SCHEDULE BUILDER: Adams Homes PROJECT: Single Family MODEL: 3000 g ADDRESS: 8304 CRISTELLE CT LOT / BLOCK: 6/2 SUBDIVISION: WATERSTONE CITY: FT PIERCE DRAWN BY: K SANCHEZ JOB g : 2369903 DATE: 06/11/2020 SCALE: NTS PLAN DATE: 2020 REVISIONS: 1. 2. 3. 4. INFirstSourm 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. RE: 2369903 - LOT 6/2 WATERSTONE MITek USA, Inc. Site Information: 6904 Parke East Blvd. -_ Customer Info: Adams Homes Port St Lucie Project Name: 2369903 Model: 3000 Jampa, FL 33610-4115 Lot/Block: 6/2 Subdivision: Waterstone-St Lucie County Address: 8304 Cristelle. Ct., . City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf _ Floor Load: N/A psf This package includes 48 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date FILE.COPY 1 T20437979 AlGR 6/11/20 15 T20437993 D2 6/11/20 2 T20437980 A2 6/11/20 16 T20437994 D3 6/11/20 3 T20437981 A 3 6/11/20 17 T20437995 D4 6/11/20 4 T20437982- A4 6/11/20 18 T20437996 D5 6/11/20 5 T20437983 A5GR 6/11/20 19 T20437997 D6 6/11/20 6 T20437984 B1GR 6/11,120 20 T20437998 D7 6/11/20 �EVIEWE® FOR 8 T20437986 B3 6/11/20 22 T20438000 E7T 6/11/20 9 T20437987 C1 6/11/20 23 T20438001 G1 6/11/20®®E®lV�pLl�►NCE 10 T20437988 C1A 6/11/20 24 T20438002 G2 6/11/20 11 12 T20437989 C1B T20437990 C3 6/11/20 6/11/20 25 26 T20438003 T20438004 G3B G4B + v 6/11/20 �+ COUNTY 6/11/20 ST. LU C I E C ®U 1 p� �T i 13 T20437991 C5 6/11/20 27 T20438005 G5B 6/11/20®dJV 14 T20437992 D1GR 6/11/20 28 T20438006 G6B 6/11/20 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer.named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter2. June 11,2020 Velez,. Joaquin 1 of 2 '�. RE: 2369903 - LOT 6/2 WATERSTONE MiTek USA, Inc. .6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer Info: Adams Homes Port St Lucie Project Name: 2369903 Model: 3000 B Lot/Block: 6/2 . Subdivision:. Waterstone-St Lucie County Address:. 8304 Cristelle C.t., .. City: Fort Pierce State: FL No. Seal# Truss Name Date 29 T20438007 H3 6111/20 30 T20438008 H7 6/11/20 31 T20438009 K1B 6/11/20 32 T2043801.0 K2B 6/11/20 33 T2043801.1 K3B 6/11/20. 34 T20438012 K4B 6/1-1/20 35 T20438013 K5B 6/11/20 36 T20438014 K6T 6/11/20 37 T20438015 K7T 6/11/20 38 T20438016 K8GRT 6/11/20 39 T20438017 PG2 6/11/20. 40 T20438018 PG2A 6/11/20 41 T20438019 PG2B 6/11/20 42 T20438020 VA01 6/11/20 43 T20438021 VA02 6/11/20 44 T20438022 VA03 6/11/20 45 T20438023 VA04 6/11/20 46 T20438024 VA05 6/11/20 47 T20438025 VA06 6/11/20 48 T20438026 VA07 6/11/20 2 of 2 Job _ Truss Truss Type Qty Ply LOT 6/2 WATERSTONE / .- 1 T20437979 2369903 �AlGR Hip, Truss 2 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:28:33 2020 Page 1 ID:x_XMgR7vsTpljX7JzwKvVygLdl-Lf4LA2tCetKmzUAfsMpObjRcVoGztPLm PeBOYgz7Pfy 1 4-0 7-0-0 11-2-0 15-4-0 224-0 E31-0 1-4-0 7-0-0 4-2-0 4-2-0 7-0-0 1-4-0 Scale = 1:40.7 4x6 = 16 3x4 = 4 17 4x6 = 3x6 = 6x8 = 6x8 = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 TCDL 7.0 LumberDOL 1.25 BC 0.98 BCLL 0.0 * Rep Stress Incr NO WB 0.35 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.1 *Except* 3-5: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 2-8: 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=-172(LC 6) Max Uplift 2=-1203(LC 8), 6=-1206(LC 8) Max Grav 2=1672(LC 1), 6=1674(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3108/2081, 3-4=-2739/1958, 4-5=-2772/1980, 5-6=-3094/2086 BOT CHORD 2-9=-1665/2704, 8-9=-2088/3076, 6-8=-1670/2694 WEBS 3-9=-338/916, 5-8=-341/904, 4-9=-527/623, 4-8=-491/605 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.23 8-9 >999 240 MT20 244/190 Vert(CT) -0.48 8-9 >557 180 Horz(CT) 0.07 6 n/a We Weight: 99 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-8-5 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except (jt=lb) 2=1203, 6=1206. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 233 lb down and 448 Ito up at 7-0-0, 113 lb down and 230 lb up at 9-1-1, 226 lb down and 460 lb up at 11-1-1, and 113 Ito down and 230 lb up at 13-2-15, and 233 lb down and 448 lb up at 15-4-0 on top chord, and 303 lb dawn and 113 lb up at 7-0-0, 92 Ito down at 9-1-1, 184 lb down at 11-1-1, and 92 lb down at 13-2-15, and 303 lb down and 113 lb up at 15-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-7=-54, 10-13=-20 Continued on page 2 I" 0 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic. copies. IJoa uin Velez PE TIo 661821: ;l glkUSA; IncfLCert6634 6 O ,Park@,fast Blvd. TampaihL jOz Date: ®WARNING -Verify design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall {� A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional teporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidmance regarding the 61IIiTek` fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI17PI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.. Tampa, FL 36610 June 11,2020 russ Truss Type 1 GR �Hio Truss T20437979 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:28:33 2020 Page 2 ID:x_XMgR7vsTpIjX7JzwKvVygLdl-Lf4LA2tCetKmzUAfsMpObjRcVoGztPLm PeBOYgz7Pfy LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-186(F) 5=-186(F) 9=-270(F) 8=-46(F) 4=-226(F) 16=-113(F) 17=-1 13(F) 18=-46(F) 19=-92(F) 20=-46(F) 21=-224(F) ®WARNING - Verify design parameters and READ NOTES ON, THIS AND INCLUDED M/TEK REFERENCE PAGE 11,111-7473 rev. 1010312015 BEFORE USE. ' Design valid for use onlywith 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 " is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the piTek" fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/f Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.. Tampa,. FL 36610 Job Truss Truss Type Oty Ply LOT 6/2 WATERSTONE r T20437980 2369903 A2 Hip 2 T Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:28:34 2020 Page 1 I D:x_XMg R7vsTpIjX7_7zwKvVyg Ldl-q s ej NOuq PASdbdl rP3KF7x_ru Chhcvive Ixa46z7Pfx -1-400 6-3-4 9-0-0 13-4-0 16-0-13 22-4-0 23-M 1 4-0 6-3-4 2-0- 4-4-0 2-8-13 6-3-3 1 4 0 4x6 = 18 5x8 = Scale=1:40.7 3x6 = 5x8 = 3x4 = 3x6 = 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 FBC2017ITP12014 CSI. DEFL. in (loc) I/defl Ud TC 0.59 Vert(LL) -0.16 9-16 >999 240 BC 0.70 Vert(CT) -0.35 9-16 >775 180 WB 0.15 Horz(CT) 0.04 7 n/a n/a Matrix -AS LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=-213(LC 10) Max Uplift 2=-579(LC 12), 7=-579(LC 12) Max Grav 2=898(LC 1), 7=898(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-136811278, 3-4=-1168/1155, 4-5=-996/1061, 5-6=-1158/1143, 6-7=-136611279 BOT CHORD 2-10=-951/1218, 9-10=-608/997, 7-9=-922/1187 WEBS 3-10=-339/497, 4-10=-307/362, 5-9=-307/395, 6-9=-345/501 PLATES GRIP MT20 2441190 Weight: 107 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 23-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=579, 7=579. 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. T 0 v I9 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any •electronic _copies. .'Joaquin YaW PE No.68182": MlTektlSA Me :fl Cert 8614'; , ++880d:Parke,fasFBlvd:•Tprripa�F_L,S�f 10 Datei June 11,2020 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 1010312015 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 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 1 VliTeks is always required for stability and to prevent collapse with possible personal Injury and property damage. For. general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS1/rP/i Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 b Truss Truss Type Qty Ply LOT 6/2 WATERSTONE [2369903 T2043798 A3 Hip 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:28:35 2020 Page 1 I D:x_XMgR7vsTpljX7_7zwKvVygLdl-12C5bkuSAUaUDnK2znrUg8X?Tb2YLKR3tyg7dYz7Pfw 11-4-0 -1-4-0 5-2-12 11-0-0 11 17-2-15 22-4-0 1-4-0 5-2-12 5-9-4 0- -0 5-10-15 0-2-0 Scale = 1:40.5 5x6 = �1 3x6 = 3x4 = 3x4 = 3x4 = 3x6 = 22-4-0 It LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.13 7-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.24 7-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 103 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) 6=0-8-0, 2=0-8-0 Max Horz 2=249(LC 11) Max Uplift 6=461(LC 12), 2=-584(LC 12) Max Grav 6=824(LC 1); 2=900(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250.(lb) or less except when shown. TOP CHORD 2-3=-1448/1426, 3-4=-1207/1209, 4-5=-1214/1272, 5-6=-1457/1539 BOT CHORD 2-9=-1161/1318, 7-9=-556/844, 6-7=-1202/1285 WEBS 3-9=-397/587, 4-9=-323/431, 4-7=-409/441, 5-7=-406/678 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 22-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=461, 2=584. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top_ chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 'Joaquin WI& PE No;69182 MtTekUSA Irie'.rLCart6634 69 ParkeEastBlvd_Tampa' LJ"3 Date: June 11,2020 ®WARNING -Verily deslgn parameters and READ NOTES ON THIS AND INCLUDED fA1TEK REFERENCE PAGE Ml1.7473 rev. 10/03/2019 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 properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property, damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty PlyTIOTWATERSTONE T20437982 2369903 A4 Common Truss 1 rence (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:28:36 2020 Page 1 ID:x_XMgR7vsTplIX7_7zwKvVygLdl-m EmTo3v4xoiLgxvEXUMjDM38B?Oo4nkC6cQg9?z7Pfv -1-4-0 5-2-12 11-2-0 17-1-4 22-4-0 1-4-0 5-2-12 ' - 5-11-4 5-11-4 5-2-12 I Scale = 1:39.5 5x6 = 3x6 = 3x4 = 3x4 = 3x4 = 3x6 = 8-4-9 13-11-7 22-4-0 B-4-9 5-6-14 8-4-9 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 TCDL 7.0 Lumber DOL 1.25 BC .0.59 BCLL 0.0 Rep Stress Incr YES WB 0.31 BCDL 10.0 Code FBC20171TP12014• Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-8-0, 2=0-8-0 Max Horz 2=251(LC 11) Max Uplift 6=-461(LC 12), 2=-584(LC 12) Max Grav 6=824(LC 1), 2=900(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1448/1673, 3-4=-1205/1418, 4-5=-1212/1502, 5-6=-1458/1763 BOT CHORD 2-9=-1388/1319, 7-9=-696/838, 6-7=-1399/1286 WEBS 4-7=-403/446, 5-7=-413/685, 4-9=-365/435, 3-9=-404/674 DEFL. _ in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.13 7-12 >999 240 MT20 244/190 Vert(CT) -0.24 7-12 >999 180 Horz(CT) 0.04 6 rile n/a Weight: 103 lb FT = 20% BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C;.Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Extedor(2) 2-8-0 to 11-2-0, Comer(3) 11-2-0 to 15-2-0, Exterior(2) 15-2-0 to 22-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Qt=lb) 6=461, 2=584. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ? Io This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic_ copies. W'46in vaiez PE No 138182 MTekUSA, Inc FL Cert6634 ':69Q4;Parke,f asE8lvd.,Tarnpa:FL33.810' Date: June 11,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml14473 rev. 1010312015 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 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 ANSUTPH Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.. Tampa, FL 36610 Jsb Truss Truss e Qty Ply LOT 6/2 WATERSTONE !T-ss T20437983 2369903 A5GR Comm 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:28:37 2020 Page 1 ID:x_XMgR7vsTpljX7_7zwKvVygLdl-ERKrOPwii5gCS5UQ5CtylZcJ LPhGp4vLKG9EhRz7Pfu -1-4-0 4-2-15 7-1-6 11-2-0 15-2-10 18-1-1 22-4-0 1-4-0 4-2-15 2-10-6 4-0-10 4-0-10 2-10-7 4-2-15 5x6 11 1.5x8 STP = 2x4 11 6x8 = 8x10 = 6x12 MT20HS = HGUS26 3x6 11 6x12 MT20HS 5x8 = 7-1-6 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 NO BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 5-8: 2x4 SP M 31 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 5-12: 2x4 SP No.2 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 8=0-8-0, 2=0-8-0 Max Horz 2=251(LC 7) Max Uplift 8=-5296(LC 8), 2=-3644(LC 8) Max Grav 8=8777(LC 1), 2=5600(LC 1) HGUS26-2 HGUS26 HGUS26 7x10 = HGUS26 HGUS26 Scale=1:44.8 Io CSI. DEFL. in floc) I/deft L/d PLATES GRIP TC 0.77 Vert(LL) 0.3710-12 >727 240 MT20 244/190 BC 0.77 Vert(CT) -0.41 10-12 >653 180 MT20HS 187/143 WB 0.95 Horz(CT) 0.11 8 n/a n/a Matrix -MS Weight: 278 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-15 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-11-6 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11916/7601,3-4=-11971/7721,4-5=-9769/6215,5-6=-9766/6213,6-7=-13767/8542, 7-8=-16557/10067 BOT CHORD 2-14=-6710/10626, 13-14=-6710/10626, 12-13=-6735/10691, 10-12=-7463112288, 9-1 0=-8947/14819, 8-9=-8947/14819 WEBS 5-12=-5301/8426, 6-12=-4630/2827, 6-10=-2659/4567, 7-10=-3185/1866, 7-9=-1601/2917, 4-12=-2564/1886, 4-13=-1678/2432, 3-13=-403/208, 3-14=-238/284 NOTES- 1) 2-ply truss to be connected togetherwith 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection.(by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=5296, 2=3644. 9) Use Simpson Strong -Tie HGUS26-2 (20-10d Girder, 6-10d Truss) or equivalent at 7-1-8 from the left end to connect truss(es) to front face of bottom chord. Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. jJoaijuin Veiez PE No.8B782 M Tek;USA;.li LiL'Ce kG34 . 6$0'3 Parke Easf 81'v_d Tampa ,`FL 33610 'Date: WARNING -Verily design parameters and READ NOTES ONTNIS AND INCLUDED MITEK REFERENCE PAGE M11•7473 raw. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individualbuildingcomponent, 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/1 Quality Criterls, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 June 11,2020 yob Truss Truss Type Qty Ply LOT 6/2 WATERSTONE �A5GR T20437983 2369903 Common Truss 1 n L Jab Reference (optional) Builders FlrstSource (Plant Glty, FL), . F9ant Gny, F-L - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:28:37 2020 Page 2 ID:x_XMgR7vsTpIjX7_7zwKvVygLdl-ERKrOPwii5gCS5UQ5CtylZcJLPh Gp4vLKG9EhRz7Pfu NOTES- 10) Use Simpson Strong -Tie HGUS26 (20-10d Girder, 6-1 Od Truss) or equivalent spaced at 2-0-0 oc max. starting at 11-0-12 from the left end to 19-0-12 to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1588 lb down and 987 lb up at 9-0-12, and 1573 lb down and 925 lb up at 21-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-8=-54, 2-8=-20 Concentrated Loads (lb) Vert: 12=-1 577(F) 13=-1 611 (F) 19=-1588 20=-1577(F) 21 =-1576(F) 22=-1576(F) 23=-1575(F) 24=-1573 ® WARNING -•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �a a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall r� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary.and permanent bracing " iTek" is always required for stability and to.prevent collapse with possible personal injury and property damage. For. general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety/nformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Iss Truss Type City Ply LOT 6/2 WATERSTONE GR Hip Truss 1 1 T20437984 ers FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020. MiTek Industries, Inc. Thu Jun 11 08:28:38 2020 Page 1 ID:x_XMgR7vsTpljX7_7zwKvVyg Ldi4duEDIxKTPz34F3cevPBln9SUpowYgBVZwvnDtz7Pft -1-4-0 7-0-0 _ 10-M 13::Q 19-7-8 1-4-0 7-0-0 3-0-0 3-0-0 6-7-8 5x6 i 3x4 = 4x6 = 4 15 5 Scale=1:35.0 3x6 = 6x8 = 6x8 = 5x6 = 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 NO BCDL 10.0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP No.1 *Except* 3-5: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 2-7: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 6=0-3-8, 2=0-8-0 Max Horz 6=162(LC 7) Max Uplift 6=-1012(LC 8), 2=-1114(LC 8) Max Grav 6=1852(LC 14), 2=1885(LC 13) CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.94 Vert(LL) 0.17 7-8 >999 240 MT20 244/190 BC 0.87 Vert(CT) -0.27 7-8 >877 180 WB 0.37 Horz(CT) -0.08 2 n/a n/a Matrix -MS Weight: 87 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-6-6 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-3433/1861, 3-4=-3163/1808, 4-5=-3013/1739, 2-3=-3524/1906 BOT CHORD 2-8=-1508/3080, 7-8=-1660/3299, 6-7=-1458/3084 WEBS 5-7=-513/1254, 3-8=-502/1236, 4-8=-270/292, 4-7=-497/397 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 6=1012, 2=1114. 7) Girder carries hip end with 6-7-8 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 759 lb down and 370 lb up at 13-0-0, and 802 lb down and 391 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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: 5-6=-54, 3-5=-118(F=-64), 1-3=-54, 8-12=-20, 7-8=-44(F=-24), 7-9=-20 Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No 881s22 MITek;,t1SA (tic FI'Gert'6634?_„ 8804'parke Eas`t;81gd Tarnpa.Ft 38,10 Date: ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1411.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITe'C* is always required for stability and to prevent collapse with possible personal Injury and property damage: For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 June 11,2020 Job Truss Truss Type Qty Ply LOT 6/2 WATERSTONE T20437984 2369903 81 GR Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:28:38 2020 Page 2 I D:x_XMg R7vsTpljX7_7zwKvVyg Ldl-id u E D IxKTPz34F3cevPBl n 9S U pOwYg BVZwvn Dtz7Pft LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 7=-449(F) 8=-475(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 111II.7473 ieV. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p /� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 Vl�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 andbracing of trusses and truss systems, see ANS//TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa,, FL 36610 Job Truss Truss Type City Ply LOT 6/2 WATERSTONE e T20437985 2369903 B2 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:28:39 2020 Page 1 ID:x_XMgR7vsTpIjX7_7zwKvVygLdl-ApScR5yzEj5whPdpCdwQq_hhkDPW HAaeoaeLmJz7Pfs 5-10-12 8-7-8 10-7-8 13-4-4 19-7-8 20-11-8 5-10-12 2-8-12 2-0-0 2-8-13 6-3-4 1-4-0 'Y.rl 46 = 4x6 = Scale=1:34.9 4x6 = 5x6 = 3x4 = 3x6 =. 8-7-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.15 8-15 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.32 8-15 >747 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP N6.3 REACTIONS. (size) 1=0-3-8, 6=0-8-0 Max Horz 1=-203(LC 10) Max Uplift 1=-404(LC 12), 6=-528(LC 12) Max Grav 1=724(LC 1), 6=801(LC 1) PLATES GRIP MT20 244/190 Weight: 90 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1140/1173, 2-3=-938/1027, 3-4=-794/930, 4-5=-942/1000, 5-6=-1157/1131 BOT CHORD 1-9=-876/996, 8-9=-486/794, 6-8=-81 1 /1001 WEBS 2-9=-325/580, 3-9=-383/309, 4-8=-350/380, 5-8=-390/532 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph•(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-0-0 to 4-0-0, Extedor(2) 4-0-0 to 20-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=404, 6=528. 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. Ig This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any, electronic copies. Joa,�tiin V616z,PE No.66182; MtFek t)SA Ir4c FL Cert 6634y _ 6904ParkeEast•6Lvd TampaFL3;.4%? OAte. June 11,2020 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and iefor an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property, damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Ply LOT 6/2 WATERSTONE T20437986 2369903 B3 COMMON �Qty 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:28:40 2020 Page 1 ID:x_XMg R7vsTpljX7_7zwKvVygLdl-e??_eRyb?ODnJYC?mKRfNCEpRcggOXYoOEOu Imz7Pfr 3-2-0 7-7-8 9-7-8 11-7-8 16-1-0 19-7-8 20-11-8 ' 3-2-0 ' 4-5-8 2-0-0 2-0-0 4-5-8 3-6-8 ITO Scale = 1:35.6 3x4 = Io 2x4 / 4xti = 2x4 \1 5x6 = 3x6 = 4-b-IZ - lu-i-i Plate Offsets (X,Y)— [1:0-6-11,0-1-0], [1:0-1-0,0-0-8] [3:0-2-0,Edge], [5:0-2-12 0-1-8] 4-1U-b ' 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 0.78 Vert(LL) 0.33 7-9 >705 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.91 Vert(CT) -0.66 7-9 >359 180 BCLL 0.0 Rep Stress Incr NO WS 0.57 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 86 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 5=0-8-0, 1=0-3-8. Max Horz 1=-223(LC 10) Max Uplift 5=-564(LC 12), 1=-487(LC 12) Max Grav 5=882(LC 18), 1=896(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1586/1812, 2-3=-267/89, 3-4=-277/84, 4-5=-1520/1570 BOT CHORD 1-9=-1287/1459, 7-9=-1064/1058, 5-7=-1121/1353 WEBS 2-9=-355/637, 2-4=-1080/1931, 4-7=-114/556 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-0-0 to 4-0-0, Exterior(2) 4-0-0 to 9-7-8, Comer(3) 9-7-8 to 13-7-8, Extedor(2) 13-7-8.to 20-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp.DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 5=564, 1=487. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 13-15=-20, 15-20=-40(F=-20), 10-20=-20 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any, electronic copies. iJoa uinVeleiPENo68182% MITekUSA Irlc F�?Qert6634` 6�04 Parke East Blvd Tampa FL33810+ ;Date: June 11,2020 AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicabilityof design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and.bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job a Truss Truss Type Qty Ply LOT 6/2 WATERSTONE T20437987 2369903 C1 JACK -OPEN TRUSS 14 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:28:41 2020 Page 1 ID: x_XMgR7vsTplIX7_7zwKvVygLdl-6CZMmzDm KLexinBK2yuwPn4POD416mxFu7RgCz7Pfq 0-11-4 1-4-0 0-11-4 LOADING (psf) SPACING- 2-0-0 CSL TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 TCDL 7.0 LumberDOL 1.25 BC 0.07 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-3(LC 1), 2=-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. DEFL. in (loc) I/defl L/d Vert(LL) 0.00 5 >999 240 Vert(CT) 0.00 5 >999 180 Horz(CT) 0.00 4 n/a n/a Scale = 1:7.6 PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=227. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic. copies. IJoaquirl Velez PE;No 881821: MiTek USA Iris FG Cert GGX;-' , 684„4jParke East 81yd "Tampa f.L 3$8,10 T Date: June 11,2020 ,& WARNING --Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/1TPN Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 6/2 WATERSTONE ° T20437988 2369903 C1A Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:28:41 2020 Page 1 ID:aBW2j E9Vnl VtTeC2EOzRfdzvjFT-6CZMrnzDmKLexin BK2yuwPn7vOEZ16mxFu7RgCz7Pfq 1-4.0 0-11-4 N N 0 Scale = 1:7.6 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 5 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-6(LC 9), 2=-246(LC 12), 4=-23(LC 17) Max Grav 3=17(LC 12), 2=158(LC 1), 4=37(LC 12) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=246. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed_ copies of this document are not considered signed and sealed and the signature must be verified on any electronic_ copies. IJoagpirtValezPE';Mo 881821 MiTefitlSA Ir1e FLCerti3834 ... 8�04;Peritefa'st131vd Tamp2EL3�810` Date:. June 11,2020 ® WARNING-- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 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 n �y building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I VliTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 612 WATERSTONE T20437989 2369903 C1B Jack -Open Truss 1 1 ' Job Reference (optional) tsuuuers rtrstaource kmant coy, t-Lj, viam coy, rL - 33bb1, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:28:42 2020 Page 1 ID:x_XMg R7vsTpliX7_7zwKvVygLdl-bO7k37_rXeTUZsMOtIT7SdJAOQZm UZ?5UYt?Mez7Ptp -1-4-0 0-10-8 ' 1-4-0 0-101 (3)- 0.131 x3.5" TOENAILS 3x6 11 Scale: 1 "=1' 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 FBC20171TP12014 cSl. TC 0.75 BC 0.11 WB 0.00 Matrix-R DEFL. in Vert(LL) -0.00 Vert(CT) 0.00 Horz(CT) 0.00 (loc) I/deft L/d 3 n/r 120 2 n/r 120 n/a n/a PLATES GRIP MT20 244/190 Weight: 7 lb FT = 20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins, BOT CHORD 2x4 SP No.2 P except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-10-8, 4=0-10-8 Max Horz 5=119(LC 9) Max Uplift 5=-270(LC 12), 4=-87(LC 18) Max Grav 5=188(LC 1), 4=12(LC 14) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-119/498 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=2ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 ANSUiPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20 % where 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 designerto verify suitability ofthis product for its intended use. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 5=270. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. IJoaguid Velez PE No 88182%: MITek USA Ine Ft`Cert'6634; ,,, 6904 Pa�(te EaSFBIvd Tartipa.F.L 33fi10 _'Date: June 11,2020 ®WARNING •Veiity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with 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 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 T eka is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVli E fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//TPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312,'Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 612 WATERSTONE ' T20437990 2369903 C3 JACK -OPEN TRUSS 14 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:28:43 2020 Page 1 I D:x_XMg R7vsTpljX7_7zwKvVyg Ldl-3ah 7GT?Tlxb LAOxa RS_M?gsQugv9DOFEj BcYv5z7Pfo i -1-4-0 2-11-4 1-4-0 2-11-4 Scale = 1:12.7 2-11.4 2-11.4 Plate Offsets (X,Y)-- [2:0-0-8,Edge) LOADING (psq SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL . 7.0 Lumber DOL 1.25 BC 0.10 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 FBC2017lrP12014 Matrix -MP. Weight: 12 lb FT =,20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or,2-11-4 oc puriins. 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=-62(LC 12), 2=-183(LC 12) Max Grav 3=70(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 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3)_zone; cantilever left and right exposed ; end vertical left and right,exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=183. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified oJnoany, copies. ies. 1u,... ..... 1+�1ez;pE No88182C MiTeltt)SA Iqc FLCer4i6634j 6604 Parke fast Blvd Tampa�F.L 33610 Dater June 11,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 10103/2015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 6/2 WATERSTONE T20437991 2369903 C5 JACK -PARTIAL TRUSS 14 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:28:44 2020 Page 1 I D:x_XMgR7vsTpIjX7_7zwKvVygLdl-XnFVUp?53FjCoAWm?AWbX2PZEEAXySVNxrM5RXz7Ptn -1-4.0 4-11-4 ' 1-4-0 ' 4-11-4 Scale = 1:17.6 3x4 = 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 0.54 Vert(LL) 0.06 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC . 0.41 Vert(CT) -0.06 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 FBC2017/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 Mai 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. (ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 13=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Extedor(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=128, 2=196. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed 'copies of this document are not considered signed and sealed and the signature must be verified on any, electronic copies. Woo um VelezPE;No66182i, MtTekUSA lrte FL'Cert6634,r, . 6404 Parke,Eagt 81vd Tampa FL 33610+ .Data:' June 11,2020 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1.7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 tob Truss Truss Type Qty Ply LOT 6/2 WATERSTONE T20437992 2369903 D1 GR HALF H I P TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-4-0 , 7-0-0 13-2-1: 1 4-0 7-0-0 6-2-12 5-11-4 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:28:45 2020 Page 1 ID:x_XMgR7vsTpljX7_7zwKvVygLdl-?zpth80jpZr3QK5zZtl g4Fxf8dSuhhuXAV5fzzz7Pfm 5-1 6-2-12 6x8 = 5x6 = 7x10 = 3x8 II 6x8 = 6.00 12 3 18 4 519 6 7 13 6x8 = 12 11 10 6xl2 MT20HS WB = 2x4 11 3x4 = Scale = 1:54.6 9 8 5x12 = 3x8 MT20HS 11 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 FBC2017fTP12014 cSI. TC 0.85 BC 0.66 WB 0.95 Matrix -MS DEFL. in (loc) I/defl L/d Vert(LL) 0.54 10-12 >695 240 Vert(CT)-0.5710-12 >661 180 Horz(CT) 0.15 8 n/a n/a PLATES MT20 MT20HS Weight: 191 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP_ CHORD Structural wood sheathing directly applied or 2-7-1 oc purlins, BOT CHORD 2x4 SP M 31 except end verticals. WEBS 2x4 SP No.3'Except* BOT CHORD Rigid ceiling directly applied or 3-9-14 oc bracing. 4-13,7-9: 2x4 SP No.2 WEBS 1 Row at midpt 7-8, 4-13, 5-9, 7-9 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 8=0-3-8 Max Horz 1=209(LC 8) Max Uplift 1=-1614(LC 8), 8=-1797(LC 8) Max Grav 1=2873(LC 13), 8=2991(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5618/3211, 2-3=-5675/3244, 3-4=-5192/3024, 4-5=-6908/4115, 5-6=-4409/2648, 6-7=-4409/2648, 7-8=-2865/1856 BOT CHORD 1-13=-2957/4945, 12-13=-4115/6908, 10-12=-3949/6592, 9-10=-3942/6603 WEBS 3-13=-881/1896, 4-13=-2037/1265, 4-12=0/327, 5-12=-193/369, 5-10=0/363, 5-9=-2525/1489, 6-9=-962/966, 7-9=-3018/5011, 2-13=-194/365 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 ail areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members. electronically signed and 7) Provide mechanical connection (by others) oftruss to bearing plate capable ofwithstanding 100 lb uplift atjoint(s) except at=lb) sealed by Velez, Joaquin, PE 1=1614, 8=1797. using a Digital Signature. 8) Girder carries hip end with 0-0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. Printed copies of this 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 802 lb down and 391 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. document are not considered 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). signed and Sealed and the signature must be verified LOAD CASE(S) Standard on any electronic copies. 1) Dead + Roof Live (balanced):.Lumber Increase=1.25, Plate Increase=1.25 Joaquin lrefei PE No.6618Y: Uniform Loads (plf) MITak.UBA Inc FL`.Cert6634', Vert: 3-16=-54, 3-7=-118(F=-64), 1-13=-20, 8-13=-44(F=-24) �6904 Parke East Blvd ,Tampa FL 3$610� Date: Continued on page 2 June 11,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 11111.7473 rev. 10/03/2015 BEFORE 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 ANSI11TP/1 Quality Criteria, DSB•89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa,, FL 36610 slob I Truss Truss Type Qty Ply LOT 612 WATERSTONE T20437992 2369903 D1GR HALF HIP TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:28:452020 Page 2 ID:x_XMgR7vsTpIjX7_7zwkvVygLdl-?zpth80jpZr3QK5zZtl g4Fxf8dSuhhuXAV5fzzz7Pfm LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 13=-475(F) ®WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED.MITEK REFERENCE PAGE M11•7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall p p iTek' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property, damage. For general guidance regarding the iVl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI/ Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 612 WATERSTONE ' T20437993 2369903 D2 Half Hip Truss 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:28:46 2020 Page 1 ID:x_XMgR7vsTpIjX7_7zwKvVygLdl-T9NFvUIMaszw1Tg96bY3dTUtSlmiQ9mgP9rCVPz7P0 -1-4-0 4 9-0-0 16-2-8 24=1-8 31-4-0 '1-4-0 4-9.4-9-4 ' 4-2-12 7-2-8 - 7-11-1 7-2-8 M VI1 0 3x6 = 4x6 = 3x4 = 4 17 18 5 19 5x8 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 TCDL 7.0 LumberDOL 1.25 BC 0.75 BCLL 0.0 Rep Stress Incr YES WB 0.85 BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 7-9: 2x4 SP M 31 REACTIONS. (size) 8=0-3-8, 2=0-8-0 Max Horz 2=363(LC 11) . Max Uplift 8=-658(LC 9), 2=-763(LC 12) Max Grav 8=1152(LC 1), 2=1227(LC 1) iv 5x6 5x6 = 620 3x6 = 21 Scale=1:55.0 4x6 = 3x6 11 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.2010-11 >999 240 MT20 244/190 Vert(CT) -0.31 11-14 >999 180 Horz(CT) 0.07 8 n/a n/a Weight: 167 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at,midpt 5-11 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2161/1553, 3-4=-191311326, 4-5=-1664/1277, 5-6=-2042/1536, 6-7=-1457/1110, 7-8=-1088/878 BOT CHORD 2-11 =-1 810/1926, 1 0A 1 =-1 606/2042, 9-1 0=-1 154/1481 WEBS 4-11=-222/554, 5-11=-549/333, 5-1 0=-1 84/350, 6-10=-524/649, 6-9=-760/771, 7-9=-1220/1695, 3-11=-336/423 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 31-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 8=658,2=763. 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. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any, electronic copies. 'Jo aquih Valet PE Nc 681821: MITak;USA Inc'FL:Cert6634',.; . ,., 6�04 Parke East8)4,Tarnpa FL- 330 W; 'Dater June 11,2020 i ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. f 0/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and (s 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 !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 ANS117Pl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety on, available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 612 WATERSTONE t T20437994 2369903 D3 HALF HIP TRUSS 1 1 Job Reference (option Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:28:47 2020 Page 1 ID:x_XMgR7vsTpljX7_7zwKvVygLdl-xMwd6g2_LA5nfdFLgl319g 14LRFh9fRgdpam2sz7Pfk 1 4-0 7-7-5 11-0-0 17-5-9 24-10-7 31-4-0 1-4-0 7-7-5 3-4-11 6-5-9 7-4-15 - 6-5-9 Scale = 1:55.0 5x8 = 2x4 II 5x6 = 4x6 = 4 18 5 19 20 6 21 7 1.5x8 STP = 3x6 11 4x6 = 6x8 = 5x8 = 4x6 = 3x8 11 5x8 = LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 TCDL 7.0 Lumber DOL 1.25 BC 0.19 BCLL 0.0 Rep Stress Incr YES WB 0.69 BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* 7-8,6-10,7-9: 2x4 SP M 31 REACTIONS. (size) 8=0-3-8, 2=0-8=0 Max Horz 2=433(LC 9) Max Uplift 8=-661(LC 9), 2=-761(LC 12) Max Grav 8=1152(LC 1), 2=1227(LC 21) DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.1310-12 >999 240 MT20 2441190 Vert(CT)-0.1610-12 >999 180 Horz(CT) 0.03 8 n/a n/a Weight: 225 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2140/1430, 3-4=-1759/1293, 4-5=-1677/1305, 5-6=-1677/1305, 6-7=-1123/919, 7-8=-1091/876 BOT CHORD 2-13=-1730/1892, 12.13=-1730/1892, 10-12=-1395/1539, 9-10=-948/1145 WEBS 3-13=-34/277, 3-12=-530/496, 4-12=-299/467, 4-10=-164/295, 5-10=-393/475, 6-10=-557/664, 6-9=-792/798, 7-9=-1049/1448 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Exterior(2) 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 31-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=661, 2=761. 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. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic. copies. Joaquin Velez PE No 68182j: M7ek•ItSA Inc FLCert6814 6804 Parke East 4.t TampaFLBAx Dater June 11,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW is always required for stability and to prevent collapse with possible personal injury and, property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117Pl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 6/2 WATERSTONE � T20437995 �'2369903 D4 Half Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:28:48 2020 Page 1 I D:x_Xivtg R7vsTp IjX7_7zwKvVyg Ldl-PY U OKA3c6 U DeH npXEOaXi uZAzrQtu8lzsTKJ a Iz7 Pfj 1-1-4-0 7-7-4 13-M 18-3-4 26-0-12 T-41 1-4-0 - 7-7-4 5-4-12 5-3-4 7-9-8 5-3-4 4x6 = 6.00 12 Scale = 1:55.0 5x6 = 3x4 _= 3x4 = 5 17 18 6 99 7 is it 6 3x4 = 2x4 II 3x8 = 3x4 = 3x4 = 6x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.88 BC0.89 WB 0.53 Matrix -AS DEFL. in Vert(LL) -0.18 Vert(CT) -0.34 Horz(CT) 0.07 (loc) I/defl L/d 9-11 >999 240 9-11 >999 180 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 177 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-11, 6-8 REACTIONS. (size) 8=0-3-8, 2=0-8-0 Max Horz 2=514(LC 11) Max Uplift 8=-666(LC 9), 2=-758(LC 12) Max Grav 8=1224(LC 17), 2=1274(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2139/1329, 3-4=-1655/1147, 4-5=-1447/1092, 5-6=-1198/920 BOT CHORD 2-12=-1728/2021, 11-12=-1728/2023, 9-11=-1231/1488, $-9=-752/860 WEBS 3-12=0/256, 3-11=-618/543, 4-11=-237/491, 5-9=-448/545, 6-9=-392/810, 6-8=-1302/1041 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(2) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 31-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) This item has been 8=666, 2=758. electronically signed and 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 sealed by Velez, Joaquin, PE sheetrock be applied directly to the bottom chord. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any _el_ectronic,copies. A, auinYetezPeNo66182i: MiTekU3p Ide t:L0ert6614; 8904;ParileEastElvd TamgaFi_33810` F)al`e: June 11,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 612 WATERSTONE ' T20437996 2369903 D5 Half Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:28:49 2020 Page 1 ID:x_XMgR7vsTpIjX7_7zwKvVyg Ldl-tk2OXW3EtnLVuxOkoj5mE56OdFpgdXE6573s6kz7Pfi 1 4-0 7-10-13 15-0-0 23-2-0" 314-0 1 4-0 7-10-13 7-1.4 8-2-0 8-2-0 5x6 = 5xB = 4 17 18 5 19 20 Scale = 1:56.4 4x6 = 3x4 = 2x4 "II 3x4 = 3x6 = 3x6 3x8 = 7-10-13 15-0-0 23-2-0 31-4-0 7.10-13 7-1-4 8-2-0 8-2-0 Plate Offsets (X,Y)-- [3:0-4-0,0-3-0), [4:0-3-8,0-2-4), [5:0-4-0,0-3-0) LOADING ,(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.19 11-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.25 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.06 1 7 " n/a n/a BCDL 10.0 Code FBC2017/TPI2014: Matrix -AS Weight: 180 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-7, 3-10, 6-8 REACTIONS. (size) 7=0-3-8, 2=0-8-0 Max Horz 2=529(LC 12) Max Uplift 7=-704(LC 12), 2=-710(LC 12) Max Grav 7=1272(LC 17), 2=1277(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2142/1278, 3-4=-1506/988, 4-5=-1306/1013, 5-6=-1042/744, 6-7=-1118/932 BOT CHORD 2-11 =-1 553/1962, 10-11 =-1 554/1962, 8-10=-762/1056 WEBS 3-11=0/314, 3-10=-756/617, 4-10=01354, 5-10=-348/347; 5-8=-719/798, 6-8=-1001/1397 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft;,L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Exterior(2) 15-0-0 to. 20-7-14, Interior(1) 20-7-14 to 31-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding: 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=704, 2=710. This item has been 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 electronically signed and sheetrock be applied directly to the bottom chord. sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any. electronic. copies. IJoaguin Velez PE Pto 98192?: rMlTek tJSA Iric EL.Cert 6634_ 8904 Parke East 81'vd Tampa FL 338.f0, June 11,2020 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Ml1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with .MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply • �IOT112WATFRSTONE T20437997 2369903 D6 Half Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:28:50 2020 Page 1 ID:x_XMgR7vsTpljX7_7zwKvVygLdl-MxcmkS4se5TMW5zwLRC?nJeXse7yM1 QGKnpQfBz7Pfh -1-4-0 6-4-12 10-410-13 17-0-0 i 24-2-0 31-4-0 1-4-0 64-12 -6-1 6-1-3 7-2-0 - 7-2-0 46 = Scale = 1:69.2 3x4 = 5x8 = 5 18 19 206 21 7 iu a o 3x4 3x4 = 3x4 = 3x8 = 3x6 = 5x6 = 7-10-8 17-0-0 24-2-0 31-4-0 7-10-8 9-1-9 7-2-0 7-2-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 TCDL 7.0 Lumber DOL 1.25 BC 0.79 BCLL 0.0 * Rep Stress Incr YES WB 0.61 BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 7-8: 2x4 SP No.1, 6-10: 2x4 SP No.2 REACTIONS. (size) 8=0-3-8, 2=0-8-0 Max Horz 2=664(LC 11) Max Uplift 8=-677(LC 9), 2=-752(LC 12) Max Grav 8=1331(LC 17), 2=1317(LC 17) DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) • -0.19 10-12 >999 240 MT20 2441190 Vert(CT) -0.39 10-12 >967 180 Horz(CT) 0.05 8 n/a n/a Weight: 193 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-8, 4-10, 6-10, 6-9, 7-9 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.. TOP CHORD 2-3=-2311/1305, 3-4=-2202/1327, 4-5=-1358/970, 5-6=-1186/954, 6-7=-859/791, 7-8=-1182/972 BOT CHORD 2-12=-1788/2225, 10-12=-1557/1805, 9-10=-798/929, 8-9=-232/264 WEBS 4-12=-235/597, 4-10=-698/592, 5-10=-201303, 6-10=-492/561, 6-9=-796/894, 7-9=-1008/1359, 3-12=-303/331 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Extedor(2) 17-0-0 to 22-7-14, Interior(1) 22-7-14 to 31-2-4 zone; cantilever left and right exposed.; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=677, 2=752. 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. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. any k&'W& MITek USA, Ine FL' Cart 6634 , 6604;ParkeEastBlv_d Tampa.FL33Q10` ,Uatei June 11,2020 A WARNING. Verify design parameters and READ NOTES ON, THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall pp� building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYI ITe�* 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 BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 6/2 WATERSTONE T20437998 2369903 D7 Half Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:28:51 2020 Page 1 I D:x_XMgR7vsTpIjX7_7zwKvVygLdl-g7A8yC5UPPbD8FY6v88EKW Bge2Q75T?PYRYzBdz7Pfg l4-0 6-7-10 11-3-15 19-0-0 25-10-4 31-3-8 31 -0 1 4-0 6-7-10 4-8-5 7-8-1 6-10-4 5-5-4 0-9-8 5x8 = 2x4 II 3x4 = 5 19 20- 6 21 7 4x6 % VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 8-9: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 7-13: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 13=0-3-8 Max Horz 2=653(LC 12) Max Uplift 2=-673(LC 12), 13=-742(LC 12) Max Grav 2=1248(LC 17), 13=1152(LC 1) 13 Scale = 1:63.0 CSI. DEFL: in (loc) I/deft L/d PLATES GRIP TC 0.91 Vert(LL) 0.4910-12 >759 240 MT20 244/190 BC 0.99 Vert(CT) -0.69 8-9 >542 180 WB 0.66 Horz(CT) 0.37 13 n/a n/a Matrix -AS Weight: 167 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-8. 7-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3750/2485, 3-4=-3551/2440, 4-5=-2674/1976, 5-6=-1798/1453 BOT CHORD 2-12=-2824/3510, 10-12=-2583/3087, 9-10=-1607/1879, 8-9=-891/1036 WEBS 3-12=-231/279, 4-12=-216/477, 4-10=-737/678, 5-10=-641/962, 6-9=-858/1199, 6-8=-1545/1347, 8-13=-1152/942 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Exterior(2) 19-0-0 to 24-7-14, Interior(1) 24-7-14 to 31-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2, 13 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) 2=673, 13=742. 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. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joa urn Velez pE No 66182i: M7ektJSA Ittc Et Ced 6634, , _ 6�0¢;Parlr¢ East!81yd Tamjza':F._L 33870; 'Date: June 11,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 6/2 WATERSTONE T20437999 2369903 E7 JACK -PARTIAL TRUSS 44 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:28:52 2020 Page 1 I D:x_XMg R7vsTpljX7-7zwKvVyg Ld I-IJ k W 9Y67Aij4lO7JTrfTskks PSp9g4UZn51Xj 3z7Pff 3-0-0 7-0-0 1 4-0 3-0-0 4-0-0 I 7-0.0 7-0-0 Scale=1:23.0 Plate Offsets (X,Y)— [2:0-2-10,0-1-81 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 0.85 Vert(LL) 0.21 4-7 >399 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.19 4-7 >432 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/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 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=195, 2=217. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any. electronic_ copies. `Jcagum Velez PE;tJo 88182C Cot MiTek'USA;'lii'c _FL t 6634 6904 Parke EasfBlvd iTarripaFl 336,10 ;Date: June 11,2020 ® WARNING- Verlty design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parametersand 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 ANSUTPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Type TRUSS T20438000 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 2 3x4 = 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:28:53 2020 Page 1 ID:x_XMgR7vsTpIIIX7_7zwKvVygLdl-m W IvNu6lxOrxNYiV1 ZAiPxG89sDaZVvi0114FVz7Pfe 2-8-0 2-0-0 2-4-0 LOADING (psf) SPACING- 2-0-0 CSI: TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 TCDL 7.0 Lumber DOL 1.25 BC 0.48 BCLL 0.0 * Rep Stress Incr YES WB 0.18 BCDL 10.0 Code FBC2017/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 3-6: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 5=Mechanical; 2=0-8-0, 6=Mechanical Max Harz 2=278(LC 12) Max Uplift 5=-64(LC 12), 2=-215(LC 12), 6=-120(LC 12) Max Grav 5=62(LC 17), 2=340(LC 1), 6=222(LC 17) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-343/172 WEBS 4-7=-356/611 Scale = 1:23.0 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.31 8 >269 240 MT20 244/190 Vert(CT) 0.25 8 >337 180 Horz(CT) -0.15 6 n/a n/a Weight: 32 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Extedor(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift atjoint(s) 5 except (it=lb) 2=215, 6=120. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. I.loa9uinVslezPENo:68182i: " MITek;USA, Itic ft Cert`6634? , 69(14 Par(ce East Blvd Tampa Fry 33610.+' Datei June 11,2020 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE IISE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MIT®K• is always required for stability and to prevent collapse with possible personal injury and pr' perty damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 6/2 WATERSTONE T20438001 2369903 G1 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:28:54 2020 Page 1 ID:x_XMgR7vsTpljX7-7zwKvVygLdl-EisHaD7NiK o?iHhaGhxx9pAwGSLIpYsEPndoyz7Pfd 14-7-15 21-0-0 26-6-0 32-0-0 36-2-0 42-3-1249-0-0 5 -4- -4-0 7-6-11 7.1-4 - 6-4-1 5-6-0 5-6-0 4-2-0 6-1-12 6-8-4 -4-0 Scale = 1:92.5 5x6' = 3x6 = 5x6 = 6.00 12 5 27 28 6 7 3x6 3x6 i 8 4 26 29 5x6 5x8 i 9 1.5x8 STP = 3 15 30 m 1.5x8 STP 25 1716 6x12 MT20HS 14 10 `"� Iv 4x10 MT20HS 3x8 � 11 0 0 0 2 1 18 3x6 3.00 12 13 12 N 0 2x4 11 2.73 112 5x12 = 2x4 11 46 - 6x8 11 4x10 MT20HS 7&-11 14-7-15 21-9.4 30-1.11 36-2-0 42-3-12 49-0-0 7-6-11 7-1-4 7. _4 8-4-7 6-1.12 6-8-4 Plate Offsets (X,Y)-- . [2:0-2-3,Ed e],[2:0-1-2,0-0-8],[3:0.4-0,0-3-41 [5:0-3-8,0-2-4],[7:0-3-0 0-2-0] [9:0-3-0 0-3-0] [13:0-6-0 0-2-2] [15:0-6-0 0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (IDc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.92 17 >636 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -1.17 14-15 >501 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.66 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 264 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 3-5: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 4-15, 6-14 15-16: 2x4 SP No.1, 2-16: 2x4 SP M 31 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 10=0-8-0, 2=0-8-0 Max Horz 2=419(LC 11) Max Uplift 10=-1136(LC 12), 2=-1135(LC 12) Max Grav 10=1885(LC 1), 2=1885(LC 1) FORCES. (lb) -Max. Comp./Max. Ten.,- All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6228/4030, 3-4=-5525/3666, 4-5=-4470/2992, 5-6=-4161/2927, 6-7=-2931/2216, 7-8=-3017/2192, 8-9=-3070/2180, 9-10=-3584/2354 BOTCHORD 2-18=-3622/5906, 17-18=-3635/5930, 15-17=-3108/5161, 14-15=-1990/3579, 13-14=-1643/2757, 12-13=-1956/3142, 10-12=-1954/3145 WEBS 3-17=-739/565, 4-17=-92/444, 4-15=-11551908, 5-15=-978/1694, 6-15=-538/1196, 6-14=-1285/866, 7-14=-699/1119, 8-13=-276/227, 9-13=-609/417, 9-12=0/270 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2) 21-0-0 to This 26-6-0, Interior(1) 26-6-0 to 32-0-0, Exterior(2) 32-0-0 to 37-7-14, Interior(1) 37-7-14 to 50-4-0 zone; cantilever left and right exposed item has been ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip electronically signed and DOL=1.60 sealed by Velez, Joaquin, PE 3) Provide adequate drainage to prevent water ponding: 4) All plates are MT20 plates unless otherwise indicated. using a Digital Signature. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed copies Of this 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide document are not considered will fit between the bottom chord and any other members. Signed and Sealed and the 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to gain formula. Building designer should verify signature must be verified capacity of bearing surface. 8 Provide mechanical connection b others of truss to bearing late capable of withstanding 100 lb u lift at'oint s except t-Ib (Y ) 9P P 9 P 1 O P G- ) On any electronic copies. J0aquinVi1oZPEN668182': 10 is trus2=sign. 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 Mi a ',USA IttcF Cert 669d' 690A Parke fast Blvd. TarnpaFt.336,10,. sheetrock be applied directly to the bottom chord. Date: June 11,2020 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® wnnectom. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/7rP11 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job 6 Truss Truss Type Qty Ply LOT 6/2 WATERSTONE T20438002 2369903 G2 PIGGYBACK BASE TRUSS 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), -1-4- 7-3-11 Plant City, FL - 33567, 14-7-3 20-6-0 27-6-0 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:28:56 2020 Page 1 ID:x_XMgR7vsTpljX7_7zwKvVygLdl-A4zl?v9dExEVEOR4ihjP1 auWi38Nmig8ijGksgz7Pfb 32-6-0 36-2-0 43-0-4 49-0.0 5 -4- -4-0 7-3-11 7-3-8 5-10-13 7-0-0 5-0-0 - 3-8-0 6-10-4 5-11-12 -4-0 Scale=1:92.6 6x8 = 6x8 = 4x6 = 5 26 2728 629 7 3x6 1 3x6 8 4 30 5x6-� 5x8 i 9 n 6.00 12 1.5x8 STP = °p 3 15 31 1.5x8 STP = 1716 6xl2 MT20HS 10 25 4x10 MT20HS 14 11Ivo 0 2 18 5x8 13 12 I 1 46 % 0 2x4 II 2.73 112 5x8 = 2x4 II 46 = 6x8 \\ 3.00 12 4x10 MT20HS = 14- 49-0-0 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 FBC2017/TPI2014, CSI. TC 0.95 BC 0.92 WB 0.81 Matrix -AS DEFL. in (loc) I/deft Ltd Vert(LL) 0.91 17-18 >648 240 Vert(CT) -1.28 14-15 >460 180 Horz(CT) 0.65 10 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 274lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except 5-7: 2x6 SP No.2, 3-5: 2x4 SP M 31 2-0-0 oc purlins (3-2-4 max.): 5-7. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied. 2-16: 2x4 SP M 31, 10-13: 2x4 SP No.2 WEBS 1 Row at midpt 6-14 WEBS 2x4 SP No.3 *Except* 4-15: 2x4 SP M 31 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=408(LC 11) Max Uplift 2=-1135(LC 12), 10=-1136(LC 12) Max Grav 2=1885(LC 1), 10=1885(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6235/4068, 3-4=-5527/3703, 4-5=-4501/3037, 5-6=-4385/3066, 6-7=-2711/2091, 7-8=-3059/2256, 8-9=-3082/2185, 9-10=-3629/2389 BOT CHORD 2-18=-3663/5904, 17-18=-3684/5926, 15-17=-3147/5155, 14-15=-2062/3605, 13-14=-1652/2762, 12-13=-2003/3190, 10-12=-2001/3194 WEBS 4-17=-91/428, 4-15=-1117/889, 5-15=-993/1746, 6-15=-599/1341, 6-14=-1471/1043, 7-14=-799/1182, 8-14=-181/258, 8-13=-337/227, 9-13=-637/427, 9-12=0/280, 3-17=-748/574 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. This item has been II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 20-6-0, Extedor(2) 20-6-0 to electronically signed and 26-1-14, Interior(1) 26-1-14 to 32-6-0, Extedor(2) 32-6-0 to 38-1-14, Interior(1) 38-1-14 to 50-4-0 zone; cantilever left and right sealed by Velez, Joaquin, PE exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate using a Digital Signature. grip ade 3) Provideide adequate drainage to prevent water ponding. Printed copies of this 4) All plates are MT20 plates unless otherwise indicated. document are not considered 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Signed and Sealed and the 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord rin all areas where a rectangle 3-6-0 tall by 2-0-0 wide signature must be verified will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify on any. electronic copies. capacity of bearing surface. IJ0quih WIPE No 6818V 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) MlTakalSA hte .EL Gert 6634i, , 6904 Parke Blvd'Tampa EL3,Y6{Ot 2=1135,10=1136. 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 _ Data:; CorRbRftt6xQh Oagwolied directly to the bottom chord. June 11 ,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 Vt�Tek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safetylnformadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply LOT 6/2 WATERSTONE P T20438002 2369903 G2 PIGGYBACK BASE TRUSS 4 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:28:56 2020 Page 2 ID:x_XMgR7vsTpljX7_7zwKvVygLdl-A4zl?v9dExEVEOR4ihjP1 auWi38Nmig8ijGksgz7Pfb NOTES- 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ®WARNING-- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall pp� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW W 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 andbracing of trusses and truss systems, see ANSI/7P/1 Qualify Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.. Tampa, FL 36610 Job � Truss Truss Type Ply 6/2 WATERSTONET20438003 [LOT 2369903 G38 PIGGYBACK BASE TRUSS �Qly 1 1Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:28:57 2020 Page 1 1 ID:_X Mg R7vsTpljX7_7zwKvVyg Ld I-eHXPCFA F?FMMsA? GG PEeZn RgyTVyV8 LIxN?I OHz7Pfa 2-604-0 13-93 9 27-1-160 3246-0 36-2-0 43 40 6 6-8-3 -3-4 -447-1-10 -3-8-0 7-2-0 7x10 = 3x4 = 5x8 = 5 2 24 6 7 6.00 12 38x4 3x4 i 22 5x6 i 7 3 15 14 6x8 � 13 1.5x8 STP =21 6x8 4X6 zz 17 16 12 3x4 z 41 1 2 4x10 MT20HS % 3.00 12 o 3x4 2.73 12 5x12 = 4x10 MT20HS. -10 Scale=1:82.0 26 27 j95x6 co N (7 M 10 0q 1.5x8 STP = w 4x6 11 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.84 15-17 >615 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.11 15-17 >467 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.86 Horz(CT) 0.51 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 252 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals, and 5-7,7-9: 2x4 SP No.2 2-0-0 oc purlins (2-2-0 max.): 5-7. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 14716: 2x4 SP No.1, 2-16: 2x4 SP M 31 WEBS 1 Row at midpt 4-15, 7-13, 9-11 WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-8-0, 2=0-8-0 Max Horz 2=504(LC 11) Max Uplift 10=-905(LC 12), 2=-1010(LC 12) Max Grav10=1597(LC 1), 2=1671(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5473/3836, 3-4=-5052/3555, 4-5=-3737/2802, 5-6=-3420/2747, 6-7=-2616/2143, 7-8=-2007/1633, 8-9=-174811291, 9-1 0=-1 522/1213 BOT CHORD 2-17=-3816/5228, 15-17=-3321/4483, 14-15=-2433/3412, 13-14=-1913/2690, 12-13=-1234/1788, 11-12=-1102/1519 WEBS 3-17=-396/484, 4-17=-179/647, 4-15=-1038/896, 5-15=-382/818, 5-14=-444/572, 6-14=-828/1247, 6-13=-11451987, 7-13=-1013/1397, 7-12=-429/264, 8-12=-234/542, 8-11=-826/732, 9-11=-105311543 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Ezp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 20-6-0, Exterior(2) 20-6-0 to 26-1-14, Interior(1) 26-1-14 to 32-6-0, Exterior(2) 32-6-0 to 38-1-14, Interior(1) 38-1-14 to 43-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=905, 2=1010. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size orthe orientation of the purlin along the top and/or bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic_copies. `Joaquin Velez PE No 681.SZ: MTek.C1SA'Itio FLCert6634',,, 6904;Par(cefasF81vd TampaFl338,10'r Date: June 11,2020 ®WARNING-- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall _ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available fmm Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job � Truss Truss Type City Ply LOT 6/2 WATERSTONE T20438004 2369903 G413 PIGGYBACK BASE TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:28:58 2020 Page 1 ID:x_XMgR7vsTpljX7_7zwKvVygLdl-7T5oQbAtlYUDTJaSp6mt6?_tetr4Eal R911rxjz7PFz 51-0-0 -1-4-0 7-1-10 13.9.13 20.0.0 28-8-0 32-6-0 36-2-0 40.7-12 451-7 47-9-8 9-8-0 -4-00.8-3 -6-0-03-8-0 4-5.12 4-5-12 2-8-1 -148 1-4-0 Scale = 1:94.2 5xB = 3x6 = 5x8 = 6.00 12 5 28 6 29 7 3x6 3x6 i 8 4 5x8 1 L 9 5x6 - 6x8 — m — 5x6 = r` 10 4x6 3 20 26x8 1213 6x8 = 19 6 11 A 1.5x8 STP = 22 23 3x6 4x6 �2D I? 18 1 2 24 3x6 % 3x6- z o -17 15 14 4x10 MT20HS % 3.00 12 16 S = c .2x4 11 2.73 12 5x12 1.5x8 STP = 3x6 11 6x8 = 5x8 = 5x8 FASTEN TRUSS TO BEARING FOR THE UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. 13-9-13 20-6.0 21-9 _1 --it 26-6-0 32-6-0 36-2-0 43-0-0 47-9-8 ¢9-8-0 ;7-1-10 6-8-3 6-8-3 �-0 4-8-12 6-0-0 3-8-0 6-10-0 4-9-8 -10-8 Plate Offsets (X,Y)— 12:0-2-7,Edge],[3:0-3-0,0-3-01,[5:0-6-0,0-2-81,[7:0-6-0,0-2-81,[11:0-3-0 0-2-01[12:0-2-15 0-2-0],[17:0-6-0,0-2-2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 T'C 0.86 Vert(LL) 0.63 22-24 >823 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.77 22-24 >669 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(CT) 0.40 16 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 295 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-6-14 oc purlins, 3-5: 2x4 SP No.1, 1-3: 2x4 SP M 31 except end verticals, and 2-0-0 oc purlins (3-2-9 max.): 5-7, 10-11. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 3-7-13 oc bracing. 20-23: 2x4 SP No.1, 2-23: 2x4 SP M 31 WEBS 1 Row at midpt 4-21, 9-16 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 14=0-3-8, 16=0-8-0, 2=0-8-0 Max Horz 2=388(LC 7) Max Uplift 14=-1019(LC 13), 16=-1907(LC 8), 2=-911(LC 8) Max Grav 14=233(LC 8), 16=3144(LC 1), 2=1490(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4786/2637, 3-4=-3997/2248, 4-5=-2925/1638, 5-6=-2634/1578, 6-7=-1932/1261, 7-8=-1124/805, 8-9=-643/450, 9-1 0=-1 477/2773, 10-11=-359/1047, 11-12=-399/1139, 12-14=-216/1022 BOT CHORD 2-24=-2413/4596, 22-24=-2430/4617, 21-22=-1867/3864, 20-21=-1080/2725, 19-20=-772/1988, 18-19=-259/985, 17-18=-53/523, 16-17=-889/558, 15-16=-2359/1296 WEBS 3-22=-724/544, 4-22=-97/433, 4-21 =-1 145/804, 5-21=-329/702, 5-20=-99/431, 6-20=-463/1173, 6-19=-1154/693, 7-19=-712/1459, 7-18=-822/387, 8-18=-354/978, 8-17=-1210/665, 9-17=-851/1750, 9-16=-3312/1936, 10-16=-175/283, 10-15=-1036/1773, 11-15=-580/243, 12-15=-1107/470 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 14=1019, 16=1907, 2=911. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaiauirt Vslez PE No.881.92+: 'MiFekUSA; Irtc::FL CeR 6634', , Q'i*arke EasC81v_d Tampa' FL 3381U' _Date: June 11,2020 ®WARNING -verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 row. 1010312015 BEFORE USE. Design valid for use only with MiTek(D connectors. This design is based only upon parameters shown, and is for an Individual building component, not �'• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from. Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.. Tampa, FL 36610 Job Truss Truss Type Oty 6/2 WATERSTONET20438005 2369903 G5B PIGGYBACK BASE TRUSS 1 [lyTLOT Reference (optional) Irstsource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:29:00 2020 Page 1 ID:x_XMgR7vsTpljX7_7zwKvVygLdl-3sD.YrH C8HAkxjdkrxXoLBQ3BxgVwiV WkdLEy?cz7PfX f4-_0 7-1-10 13-9-13 20.0.0 21-9- 27-1-10 32-6-0 36-2.0 43-1-7 459-8 49.8-0 1-0. -0-0 7-1-10 6-8-3-4 5-0-6 5-4-6 0 &11-7 2-8-1 3.10-8 -4-0 Scale = 1:94.2 5x8 = 3x6 = 5x8 = 6.00 12 5 28 29 30 6 31 7 3x6 - 27 8 4 6x12 MT20HS = 5x8 = 5x6 i 23x6 9 32 4x6 3 201 111 12 17 1.5x8 STP = 6x8 18 26 22 21 6x8 � 4x6 17 Iv o go t 2 3x8 MT20HS 3x6 16 15 14 13 IN 3.00 12 5x12 = 1 3x6 3x6 12 1.5x8 STP = 3x6 11 6x8 = 46 5x8 45-9-8 LOADING (psf) SPACING- '2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 PlateGripDOL 1.25 TC 1.00 Vert(LL) 0.76 20-22 >681 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.03 20-22 >506 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.89 Horz(CT) 0.42 15 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 292 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals, and BOT CHORD 2x4 SP No.2 *Except* 2-0-0 oc purlins (3-0-7 max.): 5-7, 9-10. 19-21,2-21: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 4-20, 7-18, 8-16, 9-16 9-16: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 13=0-3-8, 15=0-8-0, 2=0-8-0 Max Horz 2=388(LC 11) Max Uplift 13=-1220(LC 17), 15=-2020(LC 12), 2=-905(LC 12) Max Grav 13=352(LC 12), 15=3336(LC 1), 2=1483(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4739/2998, 3-4=-4312/2690, 4-5=-2925/1916, 5-6=-2606/1864, 6-7=-1798/1410, 7-8=-1097/953, 8-9=-674/492, 9-1 0=-1 624/2690, 10-11=-917/1866, 11-13=-462/1195 BOT CHORD 2-22=-2728/4571, 20-22=-2159/3776, 19-20=-1312/2695, 18-19=-858/1852, 17-18=-338/947, 16-17=-115/529, 15-16=-2580/1810, 14-15=-1581/981 WEBS 3-22=-422/502, 4-22=-208/673, 4-20=-1054/859, 5-20=-337/807, 5-19=-134/315, 6-19=-622/1259, 6-18=-1155/832, 7-18=-839/1405, 7-17=-843/457, 8-17=-441/986, 8-16=-1295/903, 9-16=-2031/3281, 9-15=-1822/1341, 10-15=-1771/1404, 10-14=-513/455, 11-14=-1618/1034 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 20-6-0, Exterior(2) 20-6-0 to 24-6-0, Interior(1) 24-6-0 to 32-6-0, Exterior(2) 3276-0 to 36-3-12, Interior(1)'36-3-12 to 45-9-8, Exterior(2) 45-9-8 to 49-6-4, Interior(1) 49-6-4 to 51-0-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide' adequate drainage to prevent water ponding. 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. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 13=1220, 15=2020, 2=905. 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 Coritbttf6ftii ongip8lied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. IJoaquinlfefezPE No 88t82i: MtTak tISA Iqc :fiL Cert 6634', 6904 .Parke fast Blvd Tampa F� 36,10 ,Date: WARN/NG-• Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE l/SB. ��° 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/rP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.. Tampa, FL 36610 June 11,2020 Job Truss Type Qty Ply LOT 6/2 WATERSTONE r5B T20438006 2369903 PIGGYBACK BASE TRUSS 1 1 Job Reference o tional nuiaers rlrsioource tmani city, t-L), mant lily, t-L - 33b6/, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:29:00 2020 Page 2 ID:x_XMgR7vsTpIjX7_7zwKvVygLdl-3sDYrHC8HAkxjdkrxXoLBQ3BxgVwiV WkdLEy?cz7PiX NOTES- 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building coponent, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this designlnmto the overall q building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IVY ITe k� is always required for stability and to prevent collapse with possible personalinjury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job * Truss Truss Type Qty Ply LOT 612 WATERSTONE T20438006 2369903 G6B PIGGYBACK BASE TRUSS 1 1 n„aae... r-.,eol..... r:.., n 1 on.... n:,.. v, oo­ .. ..... .... Job Reference (optional) ..............- .. -.. •""""-'•' ' ""•""�'•"- l' ""• "'•y' �)' 'a'• �^Y' , - w� , 6. 0 J Men 9 2020 rvI1I uk indusirles, Inu. 1 nu jun -1 1 08:29:02 LULUrage 1 ID:x_XMgR7vsTpIjX7_7zwKvVygLdl-?EKI GyDOpn_fyxuE2ygpGr8Z9 UAUAPQ14fj24Uz7Pfv 7-1-10 13-8-4 20.6-0 27-1-10 32-6-1 36-2-0 41-1-7 43-9-8 49-8-0 51-0 7-1-10 6-6-10 - 6-9-12 6-7-10 5-4-6 3-8-0 4-11-7 2-8-1 5-10-8 -4-0 Scale = 1:94.0 5x8 = 3x6 = 5x8 = 6.00 12 4 27 28 5 29 30 6 3x6 11 3x6 i 26 731 WO WO 3 8 5x6 i 3x4 II 32 33 2 1918 10 11 1.5x8 STP = P5 5x6 � 17 �� A 20 21 6x8 4x6 � 16 io M 1 3x8 MT20HS 4x6 Z: 15 14 12 3.00 12 13 to a 0 3x6 � 2.73 12 7x10 = 6x8 1.5x8 STP = 2x4 I I 5x8 7x10 = .10-9-0 20-6-0 21-9 27-1-10 32-6.0 36-2-0 41-1-7 3-0-0 49.8-0 . 10-9-0 9-9-0 -3-4 5-4-6 5.4-6 3-8-0 4-11-7 -10-9 6-8-0 Plate Offsets (X,Y)-- [1:0-2-7 Edge] [2:0-3-0 0-3-0], [4:0=5-8 0-2-4] [6:0-6-0 0-2-8] [8:075-4 0-3-8] [9:0-7-4 0-4-12] [12:Edge 0-4-12] [13:0-5-0 0-4-12] [15.0-4-12 0-2-4] 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 0.89 Vert(LL) 0.66 19-21 >786 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.89 19-21 >577 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.37 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 308 lb FT = 20% LUMBER- BRACING= TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals, and 8-9: 2x6 SP No.2 2-0-0 oc purlins (3-6-10 max.): 4-6, 8-9. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 12-15: 2x6 SP M 26, 1-20: 2x4 SP No.1 WEBS 1 Row at midpt 3-19, 6-17, 6-16, 7-15, 8-15, 9-12 WEBS 2x4 SP No.3 *Except* 8-15,9-12: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 13=0-8-0, 12=0-3-8 Max Horz 1=-382(LC 10) Max Uplift 1=-723(LC 12), 13=-2439(LC 12), 12=-1889(LC 17) Max Grav 1=1287(LC 1), 13=4102(LC 1), 12=689(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4279/2793, 2-3=-3805/2389, 3-4=-2403/1598, 4-5=-2083/1545, 5-6=-1270/1106, 6-7=-612/608, 7-8=-219/563, 8-9=-1853/3282, 9-10=0/446, 10-12=-164/455 BOT CHORD 1-21=-2509/4157, 19-21=-1887/3338, 18-19=-1022/2221, 17-18=-543/1310, 16-17=-17/514, 15-16=-398/376, 14-15=-2503/1708, 13-14=-2505/1720, 12-13=-2782/1860 WEBS 2-21=-467/583, 3-21=-243/665, 3-19=-1092/875, 4-19=-335/781, 5-18=-628/1266, 5-17=-1159/832, 6-17=-841/1407, 6-16=-1112/640, 7-16=-609/1251, 7-15=-1559/1015, 8-15=-169812775, 8-14=-172/340, 8-13=-1799/1043, 9-13=-2146/1502, 9-12=-2139/3064 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 20-6-0, Exterior(2) 20-6-0 to 24-6-0, Interior(1) 24-6-0 to 32-6-0, Exterior(2) 32-6-0 to 36-6-0, Interior(1) 36-6-0 to 43-9-8, Exterior(2) 43-9-8 to 47-9-8, Interior(1) 47-9-8 to 51-0-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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. 7) Bearing atjoint(s) 1 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 gt=lb) 1=723, 13=2439, 12=1889. Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. IJoagoln vetez PE'No 6818Tt: M7ek[ISA Inc FL:Certbti94 ,, _ a, 6904;Parke EasC8lvd Tampa FL 536,10; Data: ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7478 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa,, FL 36610 June 11,2020 Job . Truss Truss Type Qty Ply LOT 6/2 WATERSTONE T20438006 �2369903 G613 PIGGYBACK BASE TRUSS 1 1 Jab Reference (optional) bfuiiaers t-irstsource (Plant Lily, FL), Hunt city, I-L - 33567, 8.240 s Mar 9 2020.MiTek Industries, Inc. Thu Jun 11 08:29:02 2020 Page 2 ID:x_XMg R7vsTpljX7_7zwKvVygLdl-?EKIGyDOpn_fyxuE2ygpGr8Z9UAUAPQ14fj24Uz7PfV NOTES- 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. ®WARNING -Verify design parameters and READ NOTES ONTH/S AND INCLUDED MITEK REFERENCE PAGE MI/•7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek(D connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the p p iTek" fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Ilob I Truss Truss Type Qty Ply LOT 6/2 WATERSTONE T20438007 I 2369903 H3 DIAGONAL HIP GIRDER 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:29:03 2020 Page 1 I D:x_XMg R7vsTpljX7_7zwKvVyg Ldl-TRuhTIEOa 56 W a5TQcfL2p2hkZujfv2CAJJS ccwz7PfU i-1-10-10 2-6-5 1-10-10 2-6-5 3x6 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 TCDL 7.0 Lumber DOL 1.25 BC 0.17 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017rrP12014 Matrix-R 2x4 II DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.01 1 n/r 120 MT20 244/190 Vert(CT) -0.00 1 n/r 120 Horz(CT) 0.00 4 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 P WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 5=2-6-5, 4=2-6-5 Max Horz 5=159(LC 9) Max Uplift 5=-269(LC 12), 4=-70(LC 9) Max Grav 5=242(LC 1), 4=68(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-211/794 Scale = 1:14.2 Weight: 15 lb FT = 20 % Structural wood sheathing directly applied or 2-6-5 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; 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(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 5=269. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Yelert;E Na 69182i: M7ekUSA Inc fiL cert 6674{ 6904 Parke East Blv_tl�rampa DEL 33610! ,l)atei June 11,2020 .. WARN/NG- Verify design parameters and READ NOTES ON -THIS AND INCLUDED MITEK REFERENCE PAGE M11.7479 rev. 1l1/03/2015 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 properlyInoorporate this design into the overall o' building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing M �TeR" 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 ANS117P/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 ob Truss Truss Type Qty Ply LOT 612 WATERSTONE T20438008 �2369903 H7 DIAGONAL HIP GIRDER 7 1 Job Reference (optional) Builders Hrstsource (Plant city, FL), Plant city, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:29:04 2020 Page 1 ID:x—XMgR7vsTpIjX7-7zwKvVygLdl-xdS3geFeLOENBE2cANsHLGEzs IzbePjKYzC98Nz7Pfr i-1-10-10 4.6-0 9-10-13 1-10-10 4-6-0 ' 5-4-13 Scale = 1:22.1 env — JXb — - 4-6-0 5-4-13 Plate Offsets (X,Y)— [2:0-2-11,0-0-31 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 0.62 Vert(LL) -0.05 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.10 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.43 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 43 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 8-3-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0„6=Mechanical Max Harz 2=278(LC 8) Max Uplift 4=-178(LC 8), 2=-392(LC 8), 6=-121(LC 8) Max Grav 4=147(LC 1), 2=429(LC 1), 6=277(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-701/343 BOT CHORD 2-7=-493/670, 6-7=-493/670 WEBS 3-7=0/263, 3-6=-701/516 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) na 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) 4=178,2=392,6=121. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 101 lb up at 1-5-12, 101 lb up at 1-5-12, 56 lb up at 4-3-11, 56 lb up at 4-3-11, and 33 lb down and 153 lb up at 7-1-10, and 33 lb down and 153 lb up at 7-1-10 on top chord, and at 1-5-12, at 1-5-12, at 4-3-11, at 4-3-11, and 34lb down at 7-1-10, and 34lb down at 7-1-10 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 11=85(F=43, B=43) 12=-66(F=-33, B=-33) 14=-34(F=-17, B=-17) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin ymlei PE No.68182j MiTek:USA;Inc::EL•Cerf6634,_ _ 6901 Parke Ea"st8lvd Tampa:FL 338'10 Dale:. June 11,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 11,1II.7478 rev. 1010312015 BEFORE USE. Design valid for use only with MiTeW 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 Incarporate this design into the overall p{� A� T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permIVI i lanent bracing eW 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/TPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 6/2 WATERSTONE T20438009 12369903 K1 B Roof Special 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11.08:29:06 2020 Page 1 ID:x_XMg R7vsTpljX7_7zwKvVygLdl-uOap5KGvtOU5RYC?HovlQhJH35Y16BMd?GhGDFz7PfR 1-2-8, 7-9-11 -4-13 21-M 26-6-0 32-09-0 39-1-7 41--8 43-0-0 1-2-8' 6-7-3 146-7-3 6-7-3 5.6.0 5-6-0 7-1-7 2-8-1 6-8 5x6 = 6.00 12 3x8 = 22 6 23 24 5x6 = Scale = 1:81.4 20 19 16 25 11 Zr 16 Z6 15 14 29 13 30 12 11 10x20 MT20HS = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber -COL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC20171TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 14-17: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 20=0-5-8, 11=Mechanical Max Horz 20=349(LC 12) Max Uplift 20=-869(LC 12), 11=-926(LC 12) Max Grav 20=1734(LC 17), 11=1662(LC 19) 3x4 = 5x6 WB = 3x8 = 2x4 II 3x8 = 5x6 = 6x8 = 3x6 = 21 CSI. DEFL. in (loc) 1/clef! Lid PLATES GRIP TC 0.71 Vert(LL) -0.3816-18 >999 240 MT20 244/190 BC 0.94 Vert(CT) -0.6516-18 >794 180 MT20HS 187/143 WB 0.93 Horz(CT) 0.11 11 n/a n/a Matrix -AS Weight: 316 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-16, 6-16, 6-13, 8-12, 9-12, 9-11 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-1596/735, 1-2=-2345/1185, 2-3=-3044/1681, 3-4=-3035/1763, 4-5=-2118/1431, 5-6=-1861/1402, 6-7=-1361/1150, 7-8=-1593/1141, 8-9=-889/637 BOT CHORD 19-20=-504/443, 18-19=-1930/3070, 16-18=-1556/2515, 15-16=-1051/1781, 13-15=-l051/1781, 12-13=-598/916, 11-12=-215/324 WEBS 1-19=-1308/2610, 2-19=-1506/1017, 3-19=-311/167, 3-18=-412/441, 4-18=-234/693, 4-16=-866/640, 5-16=-265/607, 6-16=-151/327, 6-13=-818/467, 7-13=-1021452, 8-13=-334/689, 8-12=-1351/1095, 9-12=-107311661, 9-11=-1626/1072 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 1-2-8, Interior(1) 1-2-8 to 21-0-0, Exterior(2) 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 32-0-0, Exterior(2) 32-0-0 to 36-0-0, Interior(1) 36-0-0 to 41-9-8, Extedor(2) 41-9-8 to 43-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 20=869,11=926. 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. m W This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any,electronic.copies. 'Jdatluin 1(eIkPE No:88.1ii21. iWUSA,Inc _F._L:Cert6634 , 6904:Parke,Ea;(Blvd Tarnpa�FL338,10_ Date: June 11,2020 ® WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M114473 rev. 10103,2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP/1 Quality Criteria, DSB-89 and SCSI Building Component 8904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, Fl. 36610 Job Truss Truss Type Oty Ply =WATERSTONET20438010 2369903 K2B Special Truss 1 1al 3x 5x6 �• �• �•r, • �n �• �•y, • - 0.4— s IV- a tutu rvn i uK inuusiries, inc. i nu dun -i -i uo:za:uo zuzu rage i ID:x_XMgR7vsTpIjX7_7zwKvVygLdl-gOiZWO19PdkogsLNPCxD W6OZbvH3a4NvSaANH8z7PfP 2-5-8 3r2-8 9-3-11 15-3-12 16 -0 19-0-0 26-6-0 34-0-0 V-1-7 39-1-8 43-0-0 2-5-8 0=9-0 6-1-1 6-0-2 0-8- 3-0-0 7-6-0 7-6-0 3-1-7 2-8-1 3-6-8 Scale = 1:81.5 7x10 = 3x8 = 5x6 = 6.00 12 'V^ li 8 31 32 9 3334 10 I9 6x8 = 2x4 11 21 20 19 35 18 17 ao 16 37 38 15 14 2x4 II 6x8 = 2x4 II 3x6 = .3x8 = 5x8 = 4x6 11 16-0-0 , 19-0-0 , 26-6-0 1 34-M 1 39-9-8 , 43-4-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL. 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.96 BC 0.73 WB 0.96 Matrix -AS DEFL. in (loc) I/deft Ud Vert(LL) 0.41 23-27 >999 240 Vert(CT) -0.48 23-27 >999 180 Horz(CT) 0.24 14 n/a n/a PLATES GRIP MT20 244/190 Weight: 394 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 6-8,1-6: 2x6 SP No.2 Except: BOT CHORD 2x4 SP No.2 *Except* 6-0-0 oc bracing: 1-5 5-22: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 *Except* 6-0-0 oc bracing: 20-22 1-3,9-19,9-16,2-3: 2x4 SP No.2 WEBS 1 Row at midpt 6-22, 8-19, 9-19, 9-16, 11-15, 13-14, 8-22 OTHERS 2x6 SP No.2 LBR SCAB 1-6 2x6 SP No.2 both sides REACTIONS. (size) 1=0-5-8, 14=Mechanical Max Horz 1=618(LC 11) Max Uplift 1=-1139(LC 12), 14=-903(LC 12) Max Grav 1=1983(LC 17), 14=1645(LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1408/1000, 3-4=-2693/1905, 1-2=-793/387, 2-5=-1742/1893, 4-5=-1729/1138, 4-6=-4054/2521, 6-7=-2822/1851, 7-8=-2788/2031, 8-9=-1947/1493, 9-10=-1349/1187, 10-11=-1497/1236, 11-12=-786/735, 12-13=-904/757, 13-14=-1611/1186 BOT CHORD 5-23=-2780/3963, 22-23=-2776/3948, 18-19=-1370/2014, 16-18=-1370/2014, 15-16=-870/1159, 7-22=-264/389 WEBS 6-23=-132/461, 6-22=-1505/1063, 8-19=-657/637, 9-18=0/417, 9-16=-1007/619, 10-16=-199/408, 11-16=-318/653, 11-15=-1352/922, 13-15=-982/1416, 8-22=-1325/1770, 19-22=-1312/2037, 2-3=-2171/3100 NOTES- 1) Attached 10-6-13 scab 1 to 6, both face(s) 2x6 SP No.2 with 2 row(s) of 10d (0.131 "x3") nails spaced 9" o.c.except : starting at 0-6-2 This item has been from end at joint 1, nail 2 row(s) at 4" o.c. for 4-2-4. electronically signed and 2) Unbalanced roof live loads have been considered for this design. sealed by Velez, Joaquin, PE 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. using a Digital Signature. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-1-12 to 3-3-12, Interior(1) 0-0-0 to 19-0-0, Exterior(2) 19-0-0 to 23-0-0, Interior(1) Printed Copies Of this 23-0-0 to 34-0-0, Exterior(2) 34-0-0 to 37-1-7, Interior(1) 37-1-7 to 39-9-8, Exterior(2) 39-9-8 to 43-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; document are not considered Lumber DOL=1.60 plate grip DOL=1.60 signed and sealed and the 4) Provide adequate drainage to prevent water ponding. signature must be verified 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This on any electronic copies. 6) 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 fit between = Joa q Joaquin Wei PE No 68162 will the bottom chord and'. any other members, with BCDL 10.0psf. M1Tek;[JSA Iric fliCert6634' 7) Refer to girder(s) for truss to truss connections. 8) Bearing atjoint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 6�04 Par(te E5S Ell v_d lamp i,FL33810; capacity of bearing surface. bate: Continued on page 2 June 11,2020 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSb7PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Oty Ply LOT 6/2 WATERSTONET20438010 FTus.s.Type 2369903 K2B Truss 1 1 Job Reference o tional tiuliaers rirstsource (Flan uty, F-L), Plant aty, FL - 33b67, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:29:08 2020 Page 2 I D:x_XMgR7vsTpljX7_7zwKvVygLdl-gOiZW019PdkogsLNPCxDW6OZbvH3a4NvSaANH8z7PfP NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=1139, 14=903. 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. 11) Graphical puriin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is toprevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M T A�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 ANSI7TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.. Tampa, FL 36610 ,fob Truss Truss Type Qty Ply LOT 6/2 WATERSTONE T20438011 2369903 K3B Special Truss 1 1 Job Reference (optional) nultuers rlrstoource Imam uny, r-L), rant Lary, t•L - 4300/, o.z4U s Mar u zuzu MI I eK InclustfleS, Inc. I nu Jun 11 U6:Z`J:1U ZUZU rage 1 ID:x_XMgR7vsTpIjX7_7zwKvVygLdl-mnpKxiKPxE? Ww9Vm WdzhbXT?gizW2_hCwufU MOz7PfN i 2-5-8 5-2-8 9-7-4 i 14-0-0 17-0.0 24-0-15 31-3-10 38-8-1 43-4-0 2-5-8 2-9-0 4 4-12 4-4-12 3-0-0 7-0-15 7-2-11 7-4-7 4-7-15 c nn 5x6 = 6 27 28 3x4 = 5x6 = 5x8 = 7 29 830 31 9 32 Scale = 1:76.3 33 T 0 M ob IQ 24 23 ZZ 5x8 = 5x8 = 17 16 15 36 14 13 37 12 11 6x8 = 5x8 = 5x8 = 6x8 = 3x6 = -3x6 = 3x6 = 3x6 II 2x4 11 4x6 11 31-3-10 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 FBC2017/TP12014 CSI. TC 0.60 BC 0.73 WB 0.98 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft L/d 0.42 18-19 >999 240 -0.5618-19 >930 180 0.20 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 312 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 18-21: 2x4 SP No.1 10-0-0 oc bracing: 21-23, 16-18 WEBS 2x4 SP No.3 *Except* WEBS 1 Row.at micipt 7-15, 8-13, 9-13, 9-12, 10-11, 10-12, 15-18 7-18,8-15,9-13: 2x4 SP No.2 REACTIONS. (size) 24=0-5-8, 11=Mechanical Max Horz 24=225(LC 12) Max Uplift 24=-862(LC 12), 11=-917(LC 12) Max Grav 24=1630(LC 17), 11=1615(LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-1641/1122, 1-2=-1862/1250, 2-3=-4339/2764, 3-4=-3707/2318, 4-5=-3777/2490, 5-6=-2632/1856, 6-7=-2317/1715, 7-8=-2089/1572, 8-9=-171211314, 9-10=-955/717, 10-11=-1591/1192 BOT CHORD 20-21 =-1 574/2139,19-20=-3067/4582, 15-19=-1799/2697, 13-15=-113611762, 12-13=-533/821, 2-21 =-1 355/920, 6-18=-505/918 WEBS 1-21 =-1 625/2417, 2-20=-1609/2645, 3-19=-1253/888, 4-19=-330/349, 5-19=-743/1210, 7-18=-198/319, 7-15=-571/575, 8-15=-387/583, 8-13=-872/769, 9-13=-903/1420, 9-12=-937/807, 10-12=-900/1398, 5-18=-746/622, 3-20=-1352/899, 15-18=-1322/2050 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 4-1-12, Interior(1) 4-1-12 to 17-0-0, Extedor(2) This item has 17-0-0 to 21-0-0, Interior(1) 21-0-0 to 38-8-1, Exterior(2) 38-8-1 to 42-8-1, Interior(1) 42-8-1 to 43-2-4 zone;C-C for members and been forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60 electronically signed and 3) Provide adequate drainage to prevent water ponding, Sealed by Velez, Joaquin, PE 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * using a Digital Signature. 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 fit between the bottom Printed copies of this p will chord and any other members, with BCDL = IO.Opsf. 6) Refer to girder(s) for truss to truss connections. document are not Considered 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) signed and sealed and the 24=862, 11=917. signature must be verified 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 be on any_electroniC copies. sheetrock applied directly to the bottom chord. Joaquirt V81ei P No 68182i: MITekUSA Inc FL`Cert6634� . 6�04 parka East Blvd Tampa FL 3�8,10`} DdfeC June 11,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall /� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 .;ob I s Truss Truss Type Qty Ply LOT 6/2 WATERSTONE T20438012 2369903 K4B Special Truss 1 1 Job Reference o tional vwwma rnmouuwc tr-Iola i+uy, "I. rmni Iny, 11 - 0000r, o.[4u s mar t$ZUZU MI I eK mousines, Inc. I nu Jun l l ut3:zu:l l zuzu rage 1 ID:x_XMgR7vsTpljX7_7zwKvVygLdl-EzNi81 K1 iY7NXJ4y4LVw7kO4P6HhnTOM9Y01 uTz7PfM 2-5-5 4-6-4 7-2-8 15-0-0 21-5-12 28-2-3 34-10-12 40-8-1 43-4-0 2-5-8 2-0-12 2-8-4 7-9-8 6-5-12 6-8-7 6-8-9 5-9-5 2-7-15 7x10 = 6.00 12 2x4 11 3x8 = 5 6 29 30 7 5x6 = . 3x4 = 5x6 = 31 8 32 9 33 10 4x6 Scale = 1:76.3 26 25 L4 46 — 3x4 = 19 18 17 15 34 15 35 14 36 37 13 12 6x8 = 3x4 11 6x8 = 3z4 = 46 = 3x4 = 5x8 = 46 II 2x4 11 7x10 = 31-6-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.35 19 >999 240 MT20 .244/190 .TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.44 21-22 >999 180 BCLL • 0.0 * Rep Stress Incr YES WB 0.88 Horz(CT) 0.21 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 323 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 10-0-0 cc bracing: 23-25, 18-20 WEBS 1 Row at midpt 4-21, 7-16, 8-14, 9-13, 11-12 REACTIONS. (size) 26=0-5-8, 12=Mechanical Max Horz 26=505(LC 11) Max Uplift 26=-884(LC 12), 12=-899(LC 12) Max Grav 26=1608(LC 1), 12=1597(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-1616/1277, 1-2=-1146/940, 2-3=-1196/980, 3-4=-3603/2567, 4-5=-2875/1988, 5-6=-2473/1883, 6-7=-2470/1882, 7-8=-2217/1651, 8-9=-1825/1382, 9-10=-663/606, 10-11=-762/634, 11-12=-1628/1132 BOT CHORD 16-17=-1795/2375, 14-16=-1622/2180, 13-14=-1155/1510, 22-23=-2177/2565, 21-22=-3003/3817, 20-21 =-1 979/2527 WEBS 1-23=-144411870, 4-22=-11411906, 4-21 =-1 291/1050, 5-21=-339/645, 5-20=-181/473, 7-20=-305/340, 8-16=-178/314, 8-14=-723/629, 9-14=-521/995, 9-13=-1504/1103, 11-13=-1001/1467, 23-26=-510/398, 7-17=-397/411, 17-20=-1736/2209, 3-23=-1830/1213, 3-22=-1124/1737 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterjor(2) 0-1-12 to 4-1-12, Interior(1) 4-1-12 to 15-0-0, Extedor(2) 15-0-D to 19-0-0, Interior(1) 19-0-0 to 40-8-1, Exterior(2) 40-8-1 to 43-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 26=884,12=899. 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. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. IJoa uinYe(ezPENo68182�: MTek;t1SA Ina FL:CertS634', 8904 Parke East $Ivd TampaFL 83Q70 ,Date:. June 11,2020 WARNING-- Verify design parameters and READ NOTES ON THIS AND /NCLUDED fAITEK REFERENCE PAGE M11•7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall /� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSI7TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 fob Truss Truss Type city Ply LOT 6/2 WATERSTONE T20438013 2369903 K56 Special Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:29:13 2020 Page 1 I D:x_XMg R7vsTpljX7_7zwKvVyg Ld I-AMVSZjM I D9 N 5n dELCmXO D95TmwybFMnfcst8zLz7PfK 25-8 5-64 9-2-8 13-0-0 16-0-0 2U 2 29-7-12 36-2-13 42-8-1 4 A- 25-8 3-0.12 3-8-4 3-9-8 3-0.0 7-0-12 6-7-0 6-7-0 6-5-4 0. -1 6.00 12 5x6 = Scale = 1:76.8 4x6 11 2x4 II 5x6 = 5x6 = 5x8 = 5x6 = 6 26 27 7 28 8 29 930 10 11 24 23 « 5x8 = 18. 17 16 15 JJ 14 34 13 35 12 6x8 = 6x8 = 6x8 — 5x8 = 4x6 3x4 = 2x4 II 6x8 = 2x4 11 4x6 11 16-0-0 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 0.74 Vert(LL) 0.39 19-20 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.55 19-20 >945 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.20 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 307 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 10-0-0 oc bracing: 21-23, 17-19 WEBS 1:Row at micipt 9-14, 9-12, 16-19 REACTIONS. (size) 24=0-5-8, 12=Mechanical Max Horz 24=458(LC 11) Max Uplift 24=-886(LC 12), 12=-898(LC 12) Max Grav 24=1608(LC 1), 12=1658(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-1624/1294, 1-2=-873/745, 2-3=-906/770, 3-4=-3205/2264, 4.5=-3702/2691, 5-6=-2994/2150, 6-7=-2976/2147, 7-8=-2657/1870, 8-9=-2340/1660, 10-11=-307/277, 11-12=-400/323 BOT CHORD 20-21=-1977/2243, 19-20=-2175/2728, 14-16=-1747/2420, 13-14=-1136/1579, 12-13=-1136/1579, 6-19=-283/335 WEBS 1-21=-1330/1719, 4-20=-1811/1446, 5-20=-855/1117, 5-19=-429/765, 7-16=-599/660, 8-16=-386/483, 8-14=-697/661, 9-14=-841/1172, 9-13=0/333, 9-12=-2069/1356, 10-12=456/649, 21-24=-425/451, 3-21=-1822/1279, 3-20=-944/1523, 7-19=-390/408, 16-19=-1932/2624 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 4-1-12, Interior(1) 4-1-12 to 13-0-0, Exterior(2) 13-0-0 to 17-0-0, Interior(1) 17-0-0 to 42-8-1, Exterior(2) 42-8-1 to 43-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This item has been 3) Provide adequate drainage to prevent water ponding. ' electronically Signed and 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Velez, Joaquin, PE 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 Digital using a DiDial Signature. will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections.copies Printed of this 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) document are not considered 24=886, 12=898. signed and sealed and the 8) This truss design requires that a minimum of 7116" structural wood sheathing, be applied directly to the top chord and 1/2" gypsum signature must be verified sheetrock be applied directly to the bottom chord. on any electronic copies. JoinlP1aquVeezENoG982;: MTekU8A Ine FLQart 6634' 6904 Parke East Blvd STamp_a FLAW .Date:: June 11,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7C73 rev. 10/03,2015 BEFORE USE. Design valid for use onlywith MiTek® ommectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available. from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 fob r Truss Qty Ply LOT 612 WATERSTONE FrussTpe T20438014 2369903 K6T l Truss 1 1 Jab Reference (option ouuuv,a n,maum ce lmm11 -ty, r,u,n c ny, rL - 0000r, a.z4u s Mar 9 zuzu MI I etc Inaustrles, Inc. I nu dun 11 2 :29:14 2U2u Page 1 w ID:x_XMgR7vsTpIjX7_7zwKvVygLdl-fY3rn3N_TVyOnpXIT2dlNedNKKc tZorWdhVoz7pfJ 2-5-8 , 4-6-12 , 9-2-12 14-0-0 ,16-0-0 25-7-12 32-7-4 39-6-12 4311 2-5.8 ' 2-1 4' 4-8-0 4-9 4 2-0-0 ' 9-7-12 6-11 8 6-11-8 3-9 4 5x6 = 46 = 1 2 24 5x6 = 46 = 5x6 = 3x4 = 5x6 = 25 4 26 5 627 28 7 Scale = 1:75.0 46 = 3x4 II 829 9 IQ 11 13 12 11 23 22 4x6 = 3x4 = 16 15 14 = = 10 4x6 = 3x4 4x6 6x8 =2x4 II 3x4 II 6x8 = 6x8 = 5x8 = 7x10 _ 16-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 FBC2017/TPI2014 CS1. TC 0.81 BC 0.72 WB 0.66 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Ud 0.42 16 >999 240 -0.51 12-14 >999 180 0.19 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 286 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 17-20:'2x4 SP M 31 10-0-0 oc,bracing: 20-22, 15-17 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 1-23, 3-19, 14-17, 7-11, 8-10 14-17: 2x4 SP No.2 REACTIONS. (size) 23=0-5-8, 10=Mechanical Max Horz 23=388(LC 11) Max Uplift 23=-888(LC 12), 10=-895(LC 12) Max Grav 23=1608(LC 1), 10=1597(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-1532/1208, 1-2=-695/636, 2-3=-1365/1042, 3-4=-3312/2222, 4-5=-3565/2433, 5-6=-3116/2036, 6-7=-2713/1804, 7-8=-1697/1193' BOT CHORD 19-20=-855/943, 18-19=-2052/2552, 17-18=-2638/3589, 14-15=-173/339, 12-14=-2159/3006, 11-12=-1694/2332, 10-11=-787/970, 2-20=-1585/1140 WEBS 2-19=-828/1488, 3-1 9=-1 642/1236, 3-18=-579/1050, 4-18=-580/561, 5-17=-498/556, 5-14=-570/552, 14-17=-2094/2845, 6-12=-551/484, 7-12=-392/719, 7-11=-1195/915, 8-11=-795/1370,8-10=-1754/1279,20-23=-495/475,1-20=-1233/1643 NOTES- 1) Wind: ASCE 7-10; 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(2) 0-1-12 to 4-1-12, Interior(1) 4-1-12 to 43-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. This Item has been 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically Signed and 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 sealed by Velez, Joaquin, PE will fit between the bottom chord and any other members. using a Digital Signature. 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) Printed copies of this 23=888, 10=895. document are not considered 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 signed and sealed and the sheetrock be applied directly to the bottom chord. Signature must be Verified on any electronic, copies. do"aguitrVelez PE No:(l8182i MiTekUSA;liic:f_L�:Certi6834„ . 6804;Pp. *1 ast8lvd,TampaFL,33610i Date., June 11,2020 ® WARNING - Verify design paameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 101=015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 ANSUTP/1 Quality Criteria, DSE-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 glob a Truss Truss Type Qty Ply LOT 6/2 WATERSTONE T20438015 2369903 K7T Special Truss 1 1 Job Reference (optional) buiiaers virs jource (Plant Lary, FL), Plan[ L:Ity, rL - JJotf 1, d.z4u s mar y zuzu MI i ex Inausines, Inc. i nu Jun 'I'I uo:z`J:1n zuzu rage 'I ID:x_XMg R7vsTpljX7_7zwKvVygLdl-bxBbCIOAW41ge5ywtu45goj_L7_mSkr5lg6oZgz7PfH 2-1-8 9-2-12 16-4-0 23-1-14 29-10.0 36-6-2 43-4-0 12 8 7-1-4 7-1-4 6-9-14 6-8-2 6-8-2 6-9-14 ' Scale = 1:75.0 5x6 = 5x6 = 5x6 = 46 = . 5x8 = 2x4 11 6x8 = 3x4 = 1 2 21 3 22 4 23 5 24 6 25 7 26 8 I9 4 20 19 18 5x12 = 14 13 12 11 10 9 6.8 =2x4 II 4x6 II 6x8 = 5x8 = 2x4 II 6x8 = 2-1-82- 16-0-0 16 4 0 23-1-14 29-10.0 36-6-2 43.4.0 2-1-80- - 13.6-8 0- - 6-9-14 6-8-2 6-8-2 - 6-9-14 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [5:0-3-8,0-3-0], [8:Edge,0-1-8], [11:0-4-0,0-3-0], [12:0-3-8,0-3-0], [13:0-3-0,0-0-0], [15:0-8-4,0-3-4] [17:0-6-0 0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef] L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.69 14 >750 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.83 15-16 >621 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.87 Horz(CT) 0.25 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 265 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 15-17: 2x4 SP No.1 10-0-0 oc bracing: 17-19, 13-15 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 2-16, 4-16, 12-15, 7-11, 7-9 2-16,4-16,12-15: 2x4 SP No.2 REACTIONS. (size) 20=0-5-8, 9=Mechanical Max Horz 20=-318(LC 10) Max Uplift 20=-888(LC 12), 9=-895(LC 12) Max Grav 20=1608(LC 1), 9=1597(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-1563/1158, 1-2=-854/734, 2-3=-3318/2288, 3-4=-3318/2288, 4-5=-4573/3060, 5-6=-3283/2188, 6-7=-3283/2188 BOT CHORD 2-17=-1486/1196, 16-17=-931/1077, 15-16=-3249/4641, 4-15=-44/380, 12-13=-219/352, 11-12=-2629/3812, 10-11=-1444/2041, 9-10=-1444/2041 WEBS 17-20=-367/465, 1-17=-1269/1764, 2-16=-1779/2709, 3-16=-393/444, 4-16=-1474/999, 12-15=-2430/3493, 5-15=-664/867, 5-12=-410/465, 5-11=-642/444, 6-11=-346/387, 7-11=-993/1503, 7-10=0/283, 7-9=-2432/1629 NOTES- 1) Wind: ASCE 7-10; 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(2) 0-1-12 to 4-1-12, Interior(1) 4-1-12 to 43-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. This item has been 3) All plates are MT20 plates unless otherwise indicated. electronically signed and 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Velez, Joaquin, PE 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature. will fit between the bottom chord and any other members. Printed copies of this p 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) document are not considered 20=888, 9=895. signed and sealed and the 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 signature must be verified sheetrock be applied directly to the bottom chord. on any electronic copies. IJoaquiit Vet& ?E No 68187.: MTekt1SA Iffe f1'Cert6B3d!;, 6$Q4Parkefast8lvd Tampa;FL33b10, Date:. June 11,2020 ® WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MT&D connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.. Tampa, FL 36610 fob 0 Truss Truss Type Qty Ply LOT 6/2 WATERSTONE T20438016 2369903 K8GRT Special Truss 1 Job Reference (option • ^ �•" —" v ,.„, —,ry, ' .h . I.." -.1y, I I - ­, 0.44V J Ivldl V Gu[u IVII I UK 11=51RICS, InG. i nu Jun i I u":Zd:'I d ZuZu rage 1 ID:x_XMgR7vsTpIjX7_7zwKvVygLdl-? Wskgm R2p?7EVYhVYOeoSQLVOK3Kf5wX_oKSA?z7PfE 2-1-8 9-2-12 164-0 21-9-3 27-0-9 324-0 37-9-2 43-4-0 2-1-8 7-14 7-1-4 5-5-3 5-3-7 5-3-7 5-5-2 5-6-14 Scale = 1:75.2 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 4x6 = 3x4 = NAILED NAILED 5x8 = NAILED NAILED 3x8 = NAILED 5x8 = NAILED 2x4 11 NAILED 5x6 = NAILED 3x4 NAILED 4x6 = 1 227 28 29 30 3 31 37. 33 34 4 'i5 3A 37 5 7A zo 6An Al A9 Al 7 AA A. 8 AA Al A. 9 �8 `4 AMP- -I 0011111 i VIM I M5 [I�IIIYIII�IIIS:II�IIIMill .4�IIIE119 r21 t LJ•III�III�Ii III�III �VI�lhll�lll i111�lll�lll 26 25 4* 3x4 = NAILED 2x4 "NAILED 3x4 = 18 17 56 16 57 15 58 59 60 14 61 13 62 12 63 64 11 65 66 67 10 3x6 II 3x6 = NAILED NAILED NAILED 3x8 II HTU26 4x6 HTU26 5x8 = 5x8 = 4x6 = HTU26 4x6 = HTU26 3x8 II 3x4. = NAILED HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 NAILED NAILED 21-9-3 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014. CS1. TC 0.76 BC 0.62 WB 0.85 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft L/d _ 0.22 14-15 >999 240 -0.21 14-15 >999 180 -0.14 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 536 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 *Except* - except end verticals. 13-18: 2x6 SP M 26, 10-13: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 *Except* 6-0-0 oc bracing: 19-20,16-17,15-16. - 2-25: 2x4 SP No.2 REACTIONS. (size) 26=0-5-8, 10=Mechanical, 16=0-3-8 Max Horz 26=-247(LC 6) Max Uplift 26=-900(LC 4), 10=-1123(LC 5), 16=-2445(LC 8) Max Grav 26=1231(LC 1), 10=1631(LC 1), 16=3588(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-1193/906, 1-2=-687/598, 2-3=-1434/1036, 3-4=-698/570, 4-5=-493/459, 5-6=-2538/1850, 6-7=-2538/1850, 7-8=-2852/2050, 8-9=-2123/1546, 9-10=-1540/1150 BOT CHORD 22-23=-830/955, 21-22=-1484/2183, 20-21=-1484/2183, 14-15=-349/452, 12-14=-2036/2866,11-12=-1523/2123 WEBS 1-25=-1177/1495, 23-25=-1280/1092, 2-23=-1266/1100, 2-22=-433/687, 3-22=-849/767, 3-20=-1684/1230, 4-20=-740/1241, 17-19=-2103/1554, 4-19=-2090/1564, 4-15=-545/736, 5-15=-1852/1554, 5-14=-1712/2485, 6-14=-562/653, 7-14=-395/302, 7-12=-329/493, 8-12=-598/865, 8-11 =-1 093/1068, 9-11=-1697/2471 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"xY) nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; 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); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 26=900, 10=1123, 16=2445. 9) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 11-10dxl 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 17-4-12 from the left end to 41-4-12 to connect truss(es) to front face of bottom chord. O tEWsi jlo~2 where hanger is in contact with lumber. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic. copies. `Joatluin Velez PE No 68182�: MIr SA Mc FL-Ceri 663C „ 698Q,ParkefasFBlvd TampaFL33fi701 'Data: ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall � A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I ViiTeke 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 ANSIITPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314., Tampa, FL 36610 June 11,2020 glob ` Truss Truss Type Qty Ply LOT 6/2 WATERSTONE T20438016 2369903 KBGRT Special Truss 1 Job Reference o tional ounoers Firsr,5ource (rlant ury, FL), Flan racy, t-L - 63ob/, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:29:19 2020 Page 2 ID:x_XMgR7vsTpIjXL7zwKvVygLdl-?Wskgm R2p?7EVYhVYOeoSQLVOK3Kf5wX_oKSA?z7PfE NOTES- 11) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-9=-54, 24-26=-20, 19-23=-20, 10-18=-20 Concentrated Loads (lb) Vert: 13=41(F) 3=-175(F) 21=-3(F) 5=-102(F) 27=-102(F) 28=-175(F) 29=-175(F) 30=-175(F) 31=-175(F) 33=-175(F) 34=-175(F) 35=-102(F) 37=-102(F) 38=-102(F) 39=-102(F) 40=-102(F) 41=-102(F) 43=-102(F) 44=-102(F) 45=-102(F) 46=-102(F) 47=-102(F) 48=-102(F) 49=41(F) 50=-3(F) 51=-3(F) 52=-3(F) 53=-3(F) 54=-3(F) 55=-3(F) 56=41(F) 57=41(F) 58=41(F) 59=41(F) 60=41(F)61=41(F) 62=-41(F) 63=-41(F) 64=-41(F) 65=41(F) 66=-41(F) 67=41(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE FAGE.M11.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 tlob t Truss Truss Type City Ply=RSTONET2043BO17 2369903 PG2 Piggyback Truss 4 optional) Builders Firssource (Plant City, FL), Plant City, FL - 33567, 5x6 = 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:29:20 2020 Page 1 ID:x_XMgR7vsTpIjX7_7zwKvVygLdl-TiQ616RhaJF56iGh6k91 ?euhOkTWOj_hDS4?iRz7PfD 12-0-0 6-0-0 6 3x6 = 2x4 II 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 TCDL 7.0 LumberDOL 1.25 BC 0.37 BCLL 0.0 Rep Stress Incr YES WB 0.16 BCDL 10.0 Code FBC2017/1-P12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=10-0-6, 4=10-0-6, 6=10-0-6 Max Horz 2=115(LC 11) Max Uplift 2=-174(LC 12), 4=-174(LC 12), 6=-173(LC 12) Max Grav 2=205(LC 21), 4=212(LC 18), 6=402(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-253/526 Scale = 1:20.2 DEFL. in (loc) Udefl L/d PLATES GRIP Vert(LL) 0.01 5 n/r 120 MT20 244/190 Vert(CT) 0.02 5 n/r 120 Horz(CT) 0.00 4 n/a n/a Weight: 38 lb FT = 20 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 do puriins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-4-11 to 4-4-11, Exterior(2) 4-4-11 to 6-0-0, Comer(3) 6-0-0 to 10-0-0, Exterior(2) 10-0-0 to 11-7-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=174, 4=174, 6=173. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic. copies. Joaquin Yelez PE No.68,182;: MITek USA Irlc FL Cefrt 6634`„ 6904 Parke East Blvd. Tampa FL3�610' Date: June 11,2020 ®WARNING --Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with 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 p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 /� !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 ANS11TPI1 Quality Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jpb I Truss Truss Type Qty Ply LOT 6/2 WATERSTONE T20438018 2369903 PG2A Piggyback Truss 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:29:21 2020 Page 1 ID:x—XMgR7vsTpIjXL7zwKvVygLdl-xu—U FSSJLdNyksrtgRgGXrRvu8rk7BngS6pZFuz7PfC 4-6-0 7-6-0 12-0-0 4-6-0 3-G-0 4-6-0 3x4 = Scale=1:20.3 2x4 II 3x4 = 3x6 = I 3x6 = 2x4 11 12-0-0 12-0-0 Plate Offsets (X,Y)— [2:0-3-0,0-1-4],[3:0-2-0,0-2-8],[5:0-2-0,0-2-8],[6:0-3-0,0-1-4] 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 0.48 Vert(LL) 0.01 7 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(CT) 0.01 7 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-S Weight: 36 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• 9-2-9 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 2=10-0-6, 6=10-0-6, 8=10-0-6 Max Harz 2=85(LC 11) Max Uplift 2=-234(LC 12), 6=-234(LC 12), 8=55(LC 9) Max Grav 2=276(LC 1), 6=276(LC 1), 8=266(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-293/578, 3-4=-247/606, 4-5=-247/606, 5-6=-293/559 BOT CHORD 2-8=-380/221, 6-8=-380/221 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-4-11 to 4-6-0, Exterior(2) 4-6-0 to 11-7-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) This item has been 2=234, 6=234. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building electronically signed and designer. sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 'Joaquin Velei PE No 68,182[: ffi;OiA 6ncFL-6erf66X 8904;Park@,East Blvd.,7ampa.FL;3$610; Date: June 11,2020 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always, required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIi Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Lab , Truss Truss Type Qty Ply LOT 6/2 WATERSTONE T20438019 2369903 PG2B Piggyback Truss 2 1 Job Reference (optional) vwiucia nimouu— tnau, "Ly. I'll nani uty, 11 - 0000 f, 6.00 12 US = 3 8.24U s Mar 9 zuzu MI I eK Inaustrles, inc. I nu Jun 11 U8:29:22 2020 Page 1 I D:x_XMg R7vsTpIjX7_7zwKvVygLdl-Q5YsSoTx6wVp MOQ4D9 BV43z8yYDTsd9zgmZ6 n Kz7PfB 12.0-0 2x4 11 4 Us = 3x4 = 10 9 8 3x4 = 2x4 11 2x4 11 2x4 11 Scale = 1:20.3 12-0-0 12-0-0 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 0.20 Vert(LL) -0.00 6 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.00 6 n/r 120 BCLL 0.0 e _ Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 , 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 36 (b FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 10-0-6. (ib) - Max Harz 2=44(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 10, 8 except 2=-103(LC 12), 6=-103(LC 12), 9=-188(LC 9) Max Grav All reactions 250 lb or less at joint(s) 2, 6, 10, 8 except 9=291(LC 22) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown WEBS 4-9=-220/377 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=401t; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-4-11 to 2-6-0, Exterior(2) 2-6-0 to 11-7-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 8 except (jt=lb) 2=103, 6=103, 9=188. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. IJoaquin:lfeiez;i?E Nor88182�• �MRek t1SA; lilc.iFL'teR'8634;, _ ;890AParke East;8lvd.,Tarnpa F6_33&tOj _Date: June 11,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11.7473 rev. 1010312015 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 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 ANSIITPI1 Quality Criteria, DSB-89 and BCS/Building Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 .job Truss Truss Type Qty Ply LOT 6/2 WATERSTONE T20438020 2369903 VA01 GABLE 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:29:23 2020 Page 1 ID:x_XMgR7vsTpljX7_7zwKvVygLdl-u H6Eg8UZtEdgz9?GnsikdGWDXyTub117vQlgJmz7PfA 15-0-0 17-8-0 1-4-0 15-0-0 2-8-0 1� 3x4 = 16 15 14 13 12 11 10 3x6 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 TCDL 7.0 LumberDOL 1.25 BC 0.46 BCLL 0.0 Rep Stress Incr YES WB 0.31 BCDL 10.0 Code FBC2017rrPI2014 Matrix-R LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 *Except' 9-10: 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 17-8-0 DEFL. in (loc) I/defi L/d Vert(LL) -0.00 1 n/r 120 Vert(CT) -0.01 1 n/r 120 Horz(CT) -0.00 10 n/a n/a Scale = 1:54.6 PLATES GRIP MT20 244/190 Weight: 101 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-10 (lb) - Max Horz 16=533(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 10 except 16=-174(LC 10), 11=-224(LC 12), 12=-234(LC 12). 14=-205(LC 12), 15=-658(LC 12) Max Grav All reactions 250 lb or less at joint(s) 10 except 16=538(LC 12). 11=467(LC 17), 12=452(LC 17), 14=400(LC 17), 15=342(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-500/249, 2-3=-724/315, 3-4=-472/202, 4-6=-342/135 WEBS 7-11=-253/410, 6-12=-249/350, 4-14=-258/273, 3-15=-310/551 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Exterior(2) 15-0-0 to 17-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 16=174, 11=224, 12=234, 14=205, 15=658. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on, any electronic. copies. 'Joaquin Wiei PE No:681.$21: ,MiTek-,USA; il1c,,FL;6ert6634 - _ 6�04 Parke EasFBIv_ d Tampa EL 33fi10 _'Dale:• June 11,2020 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11•7473 rev. 1e/03/2015 BEFORE USE. ��' Design valid for use only with MiTeW connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 yob Truss Truss Type Oty P�Job T 6/2 WATERSTONE T20438021 2369903 VA02 GABLE 1 Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:29:24 2020 Page 1 ID:x_XMgR7vsTpIjX7_7zwKvVygLdl-MTgdtU U BeYIXbJaSLaDz9U3U WLtLKVHG842DrCz7Pf9 -1-0-0 13-0-0 17-8-0 1-0-0 13-0-0 4-8-0 3x4 = 6 7 3x4 = 14 13 17 12 11 10 9 3x4 = Scale=1:42.9 0- -1 1 17-8-0 Plate Offsets (X,Y)-- [6:0-2-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.00 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 89 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 17-11-11. jib) - Max Horz 2=446(LC 12) Max Uplift All uplift 100 lb or less atjoint(s) 9, 2 except 10=-197(LC 12), 11=-228(LC 12), 13=-237(LC 12), 14=-187(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 9, 2 except 10=432(LC 17), 11=444(LC 17), 13=362(LC 17), 14=272(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-3=-527/228, 3-4=-414/171, 4-5=-264/100 WEBS 7-10=-229/341, 5-11=-251/397, 4-13=-260/302, 3-14=-212/304 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=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(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 13-0-0, Exterior(2) 13-0-0 to 17-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `This This item has been 7) 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. electronically Signed and 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 2 except Qt=lb) sealed by Velez, Joaquin, PE 10=197, 11=228, 13=237, 14=187. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. !Joaquin'VelezPE No 68182[ M7ek;USA; Ini:r#L'Ce t4.634, , 6904_0arlce East Blvd Jampa FL 336,10+ June 11,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIf Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jpb r Truss Type Qty Ply LOT 6/2 WATERSTONE rVAO3 T20438022 2369903 GABLE 1 1 Job Reference (optional) builders FirstSource (Plant City, FL), Plant City, FL - 33567, v 4 0 10-0-0 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:29:25 2020 Page 1 ID:x_XMgR7vsTpljX7_7zwKvVygLdl-ggD74gVpPrtODT8fvHlCihbfulCN3_sQNknm Ofz7Pf8 16-8-0 3x4 = 5 13 Scale: 3/8"=1' 14 6 3x4 11 10 9 8 7 3x4 = 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 FBC2017frP12014 CSI. DEFL. in (loc) I/defl Ud TC 0.22 Vert(LL) n/a n/a 999 BC 0.20 Vert(CT) n/a n/a 999 WB 0.12 Horz(CT) 0.00 7 n/a n/a Matdx-S PLATES GRIP MT20 244/190 Weight: 72 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 except end verticals. WEBS . 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 16-8-0. (lb) - Max Horz 1=292(LC 12) Max Uplift All uplift 100 lb or less atjoint(s) 7 except 8=-191(LC 9), 9=-207(LC 12), 11=-263(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 7 except 8=418(LC 17), 9=358(LC 17), 11=375(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250,(lb) or less except when shown TOP CHORD 1-2=-354/143 WEBS 5-8=-232/321, 3-9=-226/368, 2-11=-283/387 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-9 to 4-8-0, Interior(1) 4-8-0 to 10-0-0, Exterior(2) 10-0-0 to 15-7-14, Interior(1) 15-7-14 to 16-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members, with BCDL = 1 o.opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) electronically signed and 8=191, 9=207,11=263. sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic. copies. iJoaquin Velez PE No.8818r: ;MiTek't15A; lric,`fi.L"CeR'6634', , 8904 Parke E ist 61vd Tampa F.._L 33810! Date: June 11,2020 ®WARNING- Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 rev. 10/03/2015 BEFORE Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 eob Truss Truss Type CityPly LOT 6/2 WATERSTONE �VA04 T20438023 2369903 GABLE 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 3x4 = 3x4 - 10 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:29:26 2020 Page 1 I D:x_XMg R7vsTpljX7_7zwKvVyg Ld I-Isn N IA W R990 Fgdj rS_G REv8rl9a ro R9Zb OXKw5z7Pf7 12 13 Scale: 1/2"=l' 14.8.0 14.8-0 Plate Offsets (X,Y)-- [3:0-2-0 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) -0.00 7 rife n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 56 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 14-8-0. (lb)- Max Horz 1=168(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 7 except a=-196(LC 8), 9=-188(LC 12), 10=-201(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 7 except 8=314(LC 1), 9=293(LC 1), 10=290(LC 17) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown WEBS 5-8=-230/311, 4-9=-212/321,2-10=-221/379 NOTES- 1) Wind: ASCE 7-10; 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(2) 0-7-9 to 4-7-9, Interior(1) 4-7-9 to 6-0-0, Exterior(2) 6-0-0 to 11-7-14, Interior(1) 11-7-14 to 14-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except Qt=lb) 8=196, 9=188,10=201. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. !Joaquin Velez FE No:88182�: MiFek USA; Irfe.:fL CeR�663¢� jii(O-Oarke.EastBlvd Tarripa'.EL 33870' Date: June 11,2020 ®WARN/NG -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11.7473 rev. 10/03/1015 BEFORE USE. Design valid for use only with MTek0 connectors. This design is based only upon parameters shown, and is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANShrTPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jpb Truss Truss Type LOT 6/2 WATERSTONE �Q_ty]Ply T20438024 2369903 VA05 GABLE 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:29:27 2020 Page 1 ID:x_XMgR7vsTpIjX7_7zwKvVygLdl-m2UV WX4wT86SnIl oingn6hvFzx3Xs4ig2GtSXz7Pf6 2-0-0 5-1-6 7-4-14 9-5-10 12-M ' 2-0-0 ' 3-1-6 23-9 2-0-12 - 3-2-6 Scale = 1:20.6 6.00 12 4x6 = 12 3x4 i 11 10 9 8 7 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 TCDL 7.0 Lumber DOL 1.25 BC 0.06 BCLL 0.0 Rep Stress Incr YES WB 0.20 BCDL 10.0 Code FBC2017lrP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 6-7: 2x6 SP No.2 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.13 6 n/r 120 MT20 244/190 Vert(CT) -0.20 6 n/r 120 Horz(CT) -0.00 7 n/a n/a Weight: 40 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 12-8-0. (lb) - Max Horz 1=44(LC 12) Max Uplift All uplift 100 lb or less at joints) 1, 11, 9 except 10=-204(LC 9), 8=-563(LC 9) Max Grav All reactions 250 lb or less at joints) 1, 7, 11, 9 except 10=263(LC 22), 8=450(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-10=-205/297, 5-8=-385/659 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-9 to 7-4-14, Interior(1) 7-4-14 to 12-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11, 9 except (jt=lb) 10=204, 8=563. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic_ copies. Joaquin V06z PE No:88.182?; MITak;USA Itic iFl Cert 6634, 6904;Parke,East BlV.47t mpa FL 33810t Uate: June 11,2020 ® WARNING - Verify design parameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANS11TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety lnformadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 ,pb Truss Truss Type Qty P1 LORWATERSTONE T20438025 2369903 VA06 GABLE 1 rence o tional Irstsource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:29:28 2020 Page 1 ID:x_XMg R7vsTpIjX7_7zwKvVygLdl-EEv7jrYihmGz4xtDaPlvKKD3RzAJGJzs3iOQ_z7Pf5 -1-4-0 6-4-0 1-4-0 6-4-0 Scale=1:34.4 2x4 11 4 7 6 10 52x4 II 3x6 = 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 TCDL 7.0 Lumber DOL 1.25 BC 0.50 BCLL 0.0 Rep Stress Incr YES WB 0.22 BCDL 10.0 Code FBC2017/TPI2014 Matrix-R LUMBER= TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 *Except* 4-5: 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 7=6-4-0, 5=6-4-0, 6=6-4-0 Max Horz 7=258(LC 12) Max Uplift 7=-19(LC 10), 5=-87(LC 12), 6=-437(LC 12) Max Grav 7=161(LC 1), 5=185(LC 17), 6=372(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-252/125, 2-3=-427/159 WEBS 3-6=-327/737 DEFL. in (loc) I/deft Lid PLATES GRIP Vert(LL) 0.00 1 n/r 120 MT20 2441190 Vert(CT) -0.00 1 n/r 120 Horz(CT) -0.00 5 n/a n/a Weight: 39 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Inte6or(1) 2-8-0 to 6-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5 except Qt=lb) 6=437. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic. copies. IJoa uinYelezPENo:88182 `MTek',USA;-Inc,;FL.CertB674 , 6�04 Parke E sFBlvd .Tampa:FL 33610' Date: June 11,2020 ® WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/0312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 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 ANSIfrPlf Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jib W Truss Truss Type LOT 6/2 WATERSTONET20438026 2369903 VA07 GABLE �QtyT 11 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jun 11 08:29:28 2020 Page 1 I D:x_XMg R7vsTpljX7_7zwKvVyg Ldl-EEv7jrYih m Gz4xtDaP IvKKD2lzDzG KZs3iOQ_z7Pf5 -1-4-0 6-4-0 1-4-0 ' 6-4-0 2x4 11 4 7 6 5 3x4 = 2x4 II 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 TCDL 7.0 Lumber DOL 1.25 BC 0.27 BCLL 0.0 Rep Stress Incr YES WB 0.18 BCDL 10.0 Code FBC2017/TP12014 Matrix-R DEFL. in (loc) I/defi Ud PLATES GRIP Vert(LL) 0.00 1 n/r 120 MT20 2441190 Vert(CT) -0.00 1 n/r 120 Horz(CT) -0.00 5 n/a nla LUMBER- BRACING- . TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 7=6-4-0, 5=6-4-0, 6=6-4-0 Max Horz 7=257(LC 12) Max Uplift 7=-9(LC 8), 5=-91(LC 12), 6=-300(LC 12) Max Grav 7=157(LC 1), 5=138(LC 17), 6=310(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHOR_ D 2-3=-375/145 WEBS 3-6=-295/609 Scale = 1:28.1 Weight: 32 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5 except Ot=lb) 6=300. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. iJoaquiti Uelei PE Nri:68:182 rMITak;;USA;liibiFh.Cet'883d; , 6904 Parke,East8lvt: Tampa',F1.;33610� Data: June 11,2020 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10103,2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANS11TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-1/1s' For 4 x 2 orientation, locate plates 0- 1118" from outside edge of truss. This symbol indicates the required direction of slots in connector plates. "Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the �r output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 IY O 2 U EL O E- JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST -TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These, truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved Mffeke MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.