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HomeMy WebLinkAboutTruss_:; .J bL t rF D 8 ENGINEERING ASSOCIATES September 21, 2020 Building Department 258 Southhall Lane, Suite 200 Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 E: info@fdseng.com Website: www.fdseng.com Ref: Adams Homes Lot: Lot 42 Blk 1 Subdivision: Fort Pierce - Waterstone Address: 5447 Lugo St. Model: 2020 B RHG 3CF KA # 20-6602 Truss Company: Builders First Source Date of drawings: 9/15/20 Job No.: 2472631 Wind Speed: 160 Exposure: C Truss Engineer: Joaquin Velez To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may vary. If you have any questions, please do not hes `,cpllll4 �'Q'°o EN� Sincerely, �• 9/21/2020 ; No 8 S {l/21/2020 ATE OF Carl A. Brown, P.E. Luis Pa o' • e , elk 1 �.• ��`.` FL. # 56126 FL. # 87� P /0 N A� s e "Doing Business with a Service Mindset and an Eye for Detail" is cr. At U U C1V - - - -- -- - - -- -v V C1V >� v E �� v a o d \ >'o 3 y toll/ �� fft. UU 9 C3V� 5 C5V1 2 �V -3 Plq- -ooAO 2� -00 z-o -0� / / 10 Ce%ng i 1 2;a -00 i z= -oo A05 { > 2- -00 / 2- -00< 04 < 3/12 Vault / z- 3 1`� Vault 7 7 C2-0 -00 i D2 2-0 -00 / 0 /J� 2- 00 2-0 -00 / 2- -00 1 , eil%g/ / / / / z o< 7 j2 j -00 / - -00 < 4 0 I i z-a o/ / / / / z- O > Ij-o -00/ / 10' C,ellln� / z=•o -oo m o 2-P -00 2- -00< < i 7 /00 I 2 00 � / / 1-o -0o / / / dd Space/ / a� 3/12 Vault V-0 -0o/ / / / / / / / / 2 °� Vault 10-00-00 /2 -0/9/ / / r 2 0 03 \ 2 A04 0 o U U U 241 oo / / 18' Ceiling2- -00 Aos 1 -> %o o / 2- 0° AJOSa C3 2-0 / -0on 2- 11 a C5 /, -o -oo 12 E7 C5V ? o 'o ell g / 02 a E7 N / 1 3 n ^ �z 11GOI 03 a E7 oDOSS aw �qId co > E7 C, > D07So C1 C5 O6a U w w C3S C3 8-00-0 11-08-00 S 13-00-00 6-08-00 La e- U(c" W W W W W W U U U U U 30-00-o0 20.00-00 19-08-00 30-00-00 49-08-00 CONNECTORS SCHEDULE ROOF TRUSS FQ CIDF MODEL ROOF UPLIFT SYM 0 1 A-11 LUS24 / JUS24 1 895 / 835 490 /510 ALA' 8 A HTU26/ THD26 3600 / 3470 1555 / 2330 ALA 0 B HTU28 / THD28 4680 / 5040 2140 / 2330 1LB 0 C HTU26-2 / THD26-2 3600 / 3355 2175 / 2340 1 LC 0 D HTU28-2 / THD28-2 4680 / 5005 3485 / 2595 1 LD 0 E I HGUS26-2 / THDH26-2 5320 / 5245 2155 / 2340 1 LE 0 F HGUS28-2 / THDH28-2 7460 / 8025 3235 / 3330 1 tF 0 G HGUS26-3 / THDH26-3 5230 / 5245 2155 / 2340 1 LG 0 H HGUS28-3 / THDH28-3 7460 / 7835 3235 / 4370 1 w 0 J THJA26 / HJC26 9100 / 8990 4095 / 4370 1 Li 3X8NOP 0 Reviewed and Approved ❑ Reviewed with Notations ❑ Revise and Resubmit ❑ Not Reviewed (see explanation) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner FDS ENGINEERING ASSOCIATES Date: 09/21/2020 By: BH Submittal No.: Project No.: 20-6602 Project Eng.: Luis Torres Project Name: Adams Homes - Fort Pierce - Waterston - Lot 42 Blk. 1 VERIFY ALL pMENSIONS A!ID CEILING ODNDRONS PRIOR TO APPROVAL MAIN WUa1 FORCE MUMNG SYSTEM HYBRID WHO ASOET-10 IMPORTANT ENCLOSED EXPOSURE CATEGORY OCCUPANCY CATEGORY B This Drawing Must Be Approved And WIND LOAD 160 MPH VAND IMPoRTANCE FACTOR 1.00 Returned Before Fabrication Will TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD Begin. For Your Protection Check All NONCONCURREM wffH ANY OTHER LIVE LOADS Dimensions And Conditions Prior To APBELO Of Plan. SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS TCLL• 20 PSF TCLL• 40 PSF BEEN CCEP ED.HAVE TCDL• 07 PSF TCDL• 10 PSF Date BCDL: 10 PSF BCDL- 6 PSF TOTAL: 37 PSF TOTAL* 66 PSF DURATION: 1.26 DURATION: 1.00 CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B7 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (le. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 0112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: IV' END CUT: Plumb CANTILEVER: — TRUSS SPACING: 2,V BUILDING CODE: FBC2017 BEARING HEIGHT SCHEDULE Hatch Legend BUILDER: Adams Homes PROJECT: Inge Family BLK 160 MODEL: 1 2020 B 3-CAR ADDRESS: 6447 LUGO ST LOT / BLOCK: 4211 SUBDIVISION: WATERSTONE CITY: I FTPIERCE DRAWN BY: K SANCHEZ JOB # : 2472631 DATE: 09/15/2020 SCALE: NTS PLAN DATE: 2020 REVISIONS: 1. 1 3. 4. FirstSOwrce 4408 Airport Road Plant City, FL 3360 Ph. (813)305.1300 Fax (813) 305.1301 P ` MIM ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTeke RE: 2472631 - LOT 42/1 WATERSTONE MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Adams Homes Port St Lucie Project Name: 2472631 Model: 2020 JaRA,�L 33610-4115 Lot/Block: 42/1 Subdivision: WATERSTONE Address: 5447 LUGO STREET — City: 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 42 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T21308031 A01 9/15/20 2 T21308032 A02 9/15/20 3 T21308033 A03 9/15/20 4 T21308034 A04 9/15/20 5 T21308035 A05 9/15/20 6 T21308036 A06 9/15/20 7 T21308037 A07 9/15/20 8 T21308038 A08 9/15/20 9 T21308039 A09S 9/15/20 10 T21308040 A10S 9/15/20 11 T21308041 A11 S 9/15/20 12 T21308042 Al2S 9/15/20 13 T21308043 B02S 9/15/20 14 T21308044 B03S 9/15/20 15 T21308045 C1 9/15/20 16 T21308046 C1 P 9/15/20 17 T21308047 C1 S 9/15/20 18 T21308048 C1 V 9/15/20 19 T21308049 C3 9/15/20 20 T21308050 C3S 9/15/20 21 T21308051 C3V 9/15/20 22 T21308052 C5 9/15/20 No. Seal# Truss Name Date 23 T21308053 C5V 9/15/20 24 T21308054 D06S 9/15/20 25 T21308055 D07S 9/15/20 26 T21308056 D08S 9/15/20 27 T21308057 E3P 9/15/20 28 T21308058 E5 9/15/20 29 T21308059 E7 9/15/20 30 T21308060 EN 9/15/20 31 T21308061 G01 9/15/20 32 T21308062 H3P 9/15/20 33 T21308063 H5 9/15/20 34 T21308064 H7 9/15/20 35 T21308065 HN 9/15/20 36 T21308066 K01 9/15/20 37 T21308067 K02 9/15/20 38 T21308068 K03B 9/15/20 39 T21308069 V01 9/15/20 40 T21308070 V02 9/15/20 41 T21308071 V03 9/15/20 42 T21308072 VO4 9/15/20 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: 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, Chapter 2. September 15,2020 Velez, Joaquin 1 of 1 Job I uss Truss Type Qty Ply LOT 42/1 WATERSTONE [A'O T21308031 2472631 1 ROOF SPECIAL 9 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 13:17:18 2020 Page 1 ID:OAgsmhRnU78gy81pVrgZFsz3?jG-BHSFU?Z5QdWO4g4jaPVPtmsTe?H9EJuHHfPjo5ydNLF 140 6-3-0 12-11-0 19-10-0 26-9-0 33-5.0 39-8-0 1-0-0 1-4-0 6-3.0 6-8-0 6-11-0 6-11-0 6-8-0 6-3-0 -4-0 M O 5x8 % 3.00 12 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 FBC2017frP12014 LUMBER - TOP CHORD 2x4 SP No.2 `Except` 1-4,6-9: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 `Except` 2-13,8-10: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-435(LC 10) Max Uplift 2=-941(LC 12), 8=-941(LC 12) Max Grav 2=1540(LC 1),8=1540(LC 1) 5x6 = 6.00 12 31-0-0 39-8.0 5x8 Scale = 1:70.7 CSI. DEFL. in (loc) Ildefl Lid PLATES GRIP TC 0.78 Vert(LL) 0.7610-11 >626 240 MT20 244/190 BC 0.97 Vert(CT) -1.0810-11 >439 180 MT20HS 187/143 WB 0.96 Horz(CT) 0.61 8 n/a n/a Matrix -AS Weight: 202 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 2-3=-4928/2913, 3-4=-4609/2670, 4-5=-245111625, 5-6=-2449/1608, 6-7=-4605/2660, 7-8=-4908/2887 BOT CHORD 2-13=-2470/4770, 12-13=-1431/3045, 11-12=-702/1887, 10-11=-1479/2878, 8-10=-2494/4431 WEBS 5-11=-545/996, 6-11=-11191863, 6-10=-849/1759, 7-10=-313/411, 5-12=-539/1051, 4-12=-11921853, 4-13=-853/1904, 3-13=-297/409 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) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-10-0, Exterior(2) 19-10-0 to 23-10-0, Interior(1) 23-10-0 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 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 = 10.0psf. 6) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=941,8=941. 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. September 15,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI I-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job uss Truss Type Qty Ply LOT 42/1 WATERSTONE T21308032 2472631 [Ar.2 HIP 2 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 13:17:20 2020 Page 1 ID:OAgsmhRnU78gy8lpVrgZFsz3?jG-8gaOvhaLyFn6K8E6hgYtyByp6pzbiEgalzugtydNLD 1-4-0 6-3-0 12-11-0 19-0-0 0-8-0 26-9-0 33-5-0 39-8-0 1-0-0 -0-0 6-3-0 6-8-0 6-1-0 1-8-0 6-1 6-3-0 -4-0 5x8 3.00 12 6.00 12 5x6 = 5x6 = 5 6 5x8 Scale=1:73.4 c2 N d I 8-8-0 17-5-13 22-2-3 31-M 39-8-0 8-8-0 8-9-13 �4-8-6 8-9-13 8-8-0 Plate Offsets (X,Y)— [2:0-2-6,Edge], [5:0-4-0,0-2-8], [6:0-4-0,0-2-8], [9:0-2-6,Edge], [12:0-4-0,0-3-0] 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 0.78 Vert(LL) 0.76 11-12 >627 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -1.08 11-12 >440 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.61 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 200 lb FT = 20%, LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4,7-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 *Except* 2-14,9-11: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=419(LC 11) Max Uplift 2=-941(LC 12), 9=-941(LC 12) Max Grav 2=1540(LC 1), 9=1540(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4975/2968, 3-4=-4657/2719, 4-5=-2454/1666, 5-6=-1934/1466, 6-7=-2448/1647, 7-8=-4604/2733,8-9=-4912/2962 BOT CHORD 2-14=-2520/4800, 13-14=-1463/3062, 12-13=-792/1988, 11-12=-1525/2870, 9-11=-2562/4435 WEBS 3-14=-294/417, 4-14=-869/1922, 4-13=-1210/862, 5-13=-527/1031, 6-12=-530/977, 7-12=-11411873, 7-11=-877/1764, 8-11 =-30 9/419 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mpIt (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFIRS (directional) and C-C Extedor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Exterior(2) 19-0-0 to 24-8-0, Interior(1) 24-8-0 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=941,9=941. 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. September 15,2020 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/10/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYI iTek• is always required for stability and to prevent collapse Wth possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Truss Truss Type Qty Ply LOT 42/1 WATERSTONE T21308033 �2472631 A03 HIP 2 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 13:17:21 2020 Page 1 ID:OAgsmhRnU78gy81 pVrgZFsz3?jGcs8061 bzjYvzxHpIFY36UO Uz4DJiRhgj_deO PQyd NLC 1-4-0 6-3-0 12-11-0 17-0-0 22-8-0 26-9-0 33-5-0 39$-0 -4-0 6-3-0 6-8-0 4-1-0 5-8-0 4-1-0 6-8-0 6-3-0 -4-0 6.00 12 5x6 = 5 23 5x8 3.00 12 8-8-0 5x6 = 24 6 31-M 5x8 Scale = 1:73.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.76 11-12 >625 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.98 Vert(CT)-1.0711-12 >444 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.62 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 207 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 1-4,7-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2'Except* WEBS 1 Row at midpt 6-14 2-15,9-11: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=378(LC 11) Max Uplift 2=-941(LC 12), 9=-941(LC 12) Max Grav 2=1540(LC 1), 9=1540(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4920/3074, 3-4=-4601/2829, 4-5=-2467/1735, 5-6=-2200/1647, 6-7=-2476/1754, 7-8=-4601/2868,8-9=-4920/3112 BOT CHORD 2-15=-2626/4628, 14-15=-1545/2891, 12-14=-1049/2198, 11-12=-1604/2860, 9-11 =-2701/4444 WEBS 3-15=-333/430, 4-15=-906/1878, 4-14=-1086/809, 5-14=-490/844, 6-12=-502/864, 7-12=-1019/816, 7-11=-928/1771, 8-11=-347/431 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 17-0-0, Extedor(2) 17-0-0 to 21-0-0, Interior(1) 21-0-0 to 22-8-0, Exterior(2) 22-8-0 to 26-9-15, Intedor(1) 26-9-15 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=941,9=941. 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. September 15,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. ' e Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safefyfnformadan available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 42/1 WATERSTONE JLCIT T21308034 2472631 A04 HIP 2 b Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 13:17:22 2020 Page 1 ID:OAgsmhRnU78gy8lpVrgZFsz3?jG43hmKNcbUslgZRNUpFaL1c19ncgZAAStCGNxxtydNLB 1-4-0 6-3-0 12-11-0 15-0-0 19-10-14 24-8-0 26-9-0 33-5-0 39-8-0 1-0-0 -4-0 6-3.0 6-8-0 2-1-0 4-10-14 4-9-2 2-1-0 6-8-0 6-3-0 -4-0 Scale = 1:73.4 6.00 12 5x6 = 3x4 = 5x6 i 5 25 26 6 27 5x8 3.00 12 15-M LOADING (psi) SPACING- 2-0-0 TOLL 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 *Except` 8-11,1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 2-16,10-12: 2x4 SP M 31 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-337(LC 10) Max Uplift 2=-941(LC 12), 10=-941(LC 12) Max Grav 2=1540(LC 1), 10=1540(LC 1) 5x6 = 28 7 Fvs 39-8-0 5x8 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.77 Vert(LL) 0.72 15-16 >659 240 MT20 244/190 BC 0.94 Vert(CT) -1.0413-15 >457 180 MT20HS 1871143 WB 0.74 Horz(CT) 0.58 10 n/a n/a Matrix -AS Weight: 209 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 2-3=-4942/3145, 3-4=-4591/2889, 4-5=-2818/1993, 5-6=-2493/1802, 6-7=-2492/1818, 7-8=-2818/2010,8-9=-4582/2930,9-10=-4910/3185 BOT CHORD 2-16=-2690/4710, 15-16=-1559/3000, 13-15=-1394/2616, 12-13=-1621/2882, 10-12=-2769/4437 WEBS 3-16=-345/434, 4-16=-954/1824, 4-15=-999/802, 5-15=-770/1139, 6-15=-336/267, 6-13=-338/272, 7-13=-787/1146, 8-13=-945/814, 8-12=-978/1711, 9-12=-356/434 NOTES- 1) Unbalanced roof live loads have been considered forthis 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 Extedor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Extedor(2) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 24-8-0, Exterior(2) 24-8-0 to 28-8-0, Interior(1) 28-8-0 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Bearing atjoint(s) 2, 10 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Qt=lb) 2=941,10=941. 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. September 15,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• 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/frP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Truss Truss Type Qty Ply LOT 4211 WATERSTONE T21308035 Fab 1 A05 HIP 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 13:17:24 2020 Page 1 ID:OAgsmhRnU78gy81 pVrgZFsz3?jG-ORp Wk2esOTHXolXtwgcp616VhQMve3t9gas201ydNL9 1-4-0 6-3-0 13-0-0 19-10-0 26-8-0 33-5-0 39-8-0 1-0-0 -4.0 6-3-0 �6-9-0 6-10-0 6-10.0 6-3-0 -4-0 Scale = 1:73.4 R1 5x8 % 3.00 12 8-8-0 6.00 12 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 ]nor YES BCDL 10.0 Code FBC2017lrP12014 LUMBER - TOP CHORD 2x4 SP M 31 'Except' 4-6: 2x6 SP No.2, 1-3,7-9: 2x4 SP No.1 BOT CHORD 2x4 SP M 31 'Except` 12-14,10-12: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=295(LC 11) Max Uplift 2=-941(LC 12), 8=-941(LC 12) Max Grav 2=1540(LC 1), 8=1540(LC 1) 6x8 = 4x6 = 6x8 = 4 23 24 5 25 26 6 5x8 31-M CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TC 0.75 Vert(LL) 0.7010-11 >684 240 MT20 244/190 BC 0.88 Vert(CT) -0.90 11-13 >529 180 WB 0.80 Horz(CT) 0.58 8 n/a n/a Matrix -AS Weight: 202 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 2-3=-490513214, 3-4=-4588/2953, 4-5=-3070/2143, 5-6=-3070/2163, 6-7=-4588/2994, 7-8=-4905/3254 BOT CHORD 2-14=-2753/4507, 13-14=-1551/2847, 11-13=-1862/3261, 10-11 =-1 613/2847, 8-10=-2832/4430 WEBS 3-14=-343/457, 4-14=-1014/1833, 4-13=-190/550, 5-13=-418/342, 5-11=-418/342, 6-11 =-1 90/550, 6-1 0=-1 039/1754, 7-10=-353/455 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 Q EncI., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(2) 13-0-0 to 17-0-0, Interior(1) 17-0-0 to 26-8-0, Exterior(2) 26-8-0 to 30-8-0, Interior(1) 30-8-0 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 atjoint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=941, 8=941. 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. T 0 4 0 T N t6 September 15,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev, 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 4211 WATERSTONE T21308036 2472631 A06 HIP 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 13:17:25 2020 Page 1 ID:OAgsmhRnU78gy8lpVrgZFsz3?jG-UeNvyOeUnnPOQv63UN72fEfg8ghzNaoJvEcbYBydNL8 1-4-0 6-3-0 11-0-0 16-1-13 23-6-3 28-8-0 33-5-0 39-8-0 1-0-0 -4-0 6-3-0 4-9-0 5-1-13 7-4-5 5-1-13 4-9-0 6-3-0 -4-0 5x6 = 5x6 = 23 5x8 :� 3.00 12 2x4 11 6 5x6 = 24 7 31-0-0 5x8 Scale = 1:72.0 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 0.77 Vert(LL) 0.88 12-13 >541 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.96 Vert(CT) -1.13 12-13 >422 180 BCLL 0.0 * Rep Stress Incr YES WB 0.57 Horz(CT) 0.67 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 190 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied. 4-5,5-7: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 *Except* 12-14,11-12: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=254(LC 11) Max Uplift 2=-941(LC 12), 9=-941(LC 12) Max Gram 2=1540(LC 1), 9=1540(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4879/3239, 3-4=-4605/2995, 4-5=-4007/2745, 5-6=-4007/2769, 6-7=-3992/2753, 7-8=-4604/3037,8-9=-4879/3279 BOT CHORD 2-14=-2771/4404, 13-14=-1853/3267, 12-13=-2336/4021, 11-12=-1919/3267, 9-11=-2850/4402 WEBS 3-14=-273/400, 4-14=-839/1533, 4-13=-594/1013, 5-13=-414/423, 6-12=-357/412, 7-12=-587/1003, 7-11=-862/1489, 8-11=-284/398 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, Intedor(1) 2-8-0 to 11-0-0, Extedor(2) 11-0-0 to 15-0-0, Interior(1) 15-0-0 to 28-8-0, Extedor(2) 28-8-0 to 32-8-0, Interior(1) 32-8-0 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 atjoint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=941, 9=941. 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. September 15,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and 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. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply LOT 42/1 WATERSTONE T21308037 2472631 A07 HIP 1 1 Jab Reference (optional) buiiaers mrstbource Imam Lary, t-L), mam Lary, Jr- L. - JJbb t, b.Z4U s Mar v zuzu MI I eK Inaustnes, Inc. I ue sep 10 1J:1 GZb ZUZU rage i • ID:OAgsmhRnU78gy8lpVrgZFsz3?jG-ygxH9kf6Y5XF23hG25eHBSCnZE1f6y4S7uL94eydNL7 1-4-0 6-3-0 9-0-0 15-1-1 19-10-0 24-6-15 30-8-0 33-5-0 39-8-0 -4-0 6-3.0 2-9-0 6-1-1 4-8-15 4-8-15 6-1-1 2-9-0 6-3-0 -4-0 6x12 MT20HS i 6x12 MT20HS 2x4 II 5x8 = 2x4 II 6.00 12 4 25 _ 26 5 27 6 28 7 29 30 8 2x4 24 3 5x8 = 3.00 12 2x4 9 Scale = 1:72.0 rh 0 N 32 1.1x8 STP = 4 10 N 11 IT o 5x8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.98 BC 0.93 WB 0.89 Matrix -AS DEFL. in Vert(LL) 1.25 Vert(CT) -1.55 Horz(CT) 0.79 (loc) I/deft L/d 14 >382 240 14 >308 180 10 n/a n/a PLATES MT20 MT20HS Weight: 189 lb GRIP 2441190 1871143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied. 4-6,6-8: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=213(LC 11) Max Uplift 2=-941(LC 12), 10=-941(LC 12) Max Grav 2=1540(LC 1), 10=1540(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4839/3243,3-4=-4661/3066, 4-5=-5397/3629,5-6=-5397/3629, 6-7=-5397/3651, 7-8=-5397/3651, 8-9=-4661/3107, 9-10=-4839/3282 BOT CHORD 2-16=-2768/4361, 15-16=-2325/4009, 14-15=-3460/5688, 13-14=-3460/5688, 12-13=-2402/4009, 10-12=-2847/4361 WEBS 3-16=-150/289, 4-16=-674/1213, 4-15=-1045/1608, 5-15=-302/363, 6-15=-414/223, 6-13=-414/223, 7-13=-302/363, 8-13=-1044/1608, 8-12=-692/1197, 9-12=-160/287 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 9-0-0, Exterior(2) 9-0-0 to 13-0-0, Interior(1) 13-0-0 to 30-8-0, Extedor(2) 30-8-0 to 34-8-0, Interior(1) 34-8-0 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=941, 10=941. 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. September 15,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSI/TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 42/1 WATERSTONE T21308038 2472631 A08 HIP GIRDER 1 q J Job Reference (optional) ouu ma, ...... lnam coy, r'l, rmrn Amy, rL - 0000r, o.Z'iu s Mar a ZUZU MI I eK maustrles, Inc. I ue Jep io 16:1 r:JU 2UZU rage i • ID:OAgsmhRnU78gy81 pVrgZFsz3?jG-rbAc?6iccJ1 hWg?l HxjDMIMZIrRS1 pm22WJMDPydNL3 1-4-0 4.4-4 7-0-0 10-1-4 15-6-9 19-10-0 24-1-7 29-6-12 32-8-0 35-3-12 39-8-0 1-0-0 -4-0 4-4-4 2-7-12 3-1.44-3-7 4-3-7 5-5-6 3-1-4 2-7-12 4-4-4 -4-0 6x8 = _ 6.00 12 4x6 = 4x6 = 7x10 46 = 46 = 6x8 = 4 26 5 27 28 629 30 31 32 7 33 34 835 36 37 38 9 39 10 2x4 = 3 1.5x8 STP = 1 2 19 40 41 42 18 43 17 44 45 16 46 15 47 48 14 49 0 7x10 — 4x6 = 8x14 MT20HS = 4x6 = 4x6 = 7x10 = 5x8 :5� 3.00 12 1 26-10-1 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.61 Vert(LL) 1.10 16-17 >434 240 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -1.35 16-17 >353 180 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(CT) 0.56 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 4-7,7-10: 2x6 SP No.2 BOT CHORD BOT CHORD 2x6 SP No.2 *Except* 17-19,14-17: 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Horz 2=171(LC 7) Max Uplift 2=-1844(LC 8), 12=-1963(LC 8) Max Grav 2=3189(LC 1), 12=3295(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11384/6246, 3-4=-1171116332, 4-5=-11556/6280, 5-6=-16740/9203, 6-7=-18905/10513, 7-8=-18998/10614, 8-9=-16982/9465, 9-10=-11964/6727, 10-11=-12156/6821, 11-12=-11801/6706 BOT CHORD 2-19=-5549/10445, 18-19=-7948/14669, 17-18=-10104/18447, 16-17=-10659/19320, 15-16=-10264/18594, 14-15=-8307/14998, 12-14=-5966/10824 WEBS 3-19=-480/655, 4-19=-2622/5080, 5-19=-3724/2318, 5-18=-1179/2487, 6-18=-2058/1410, 6-17=-250/714, 7-17=-533/569, 7-16=-406/429, 8-16=-147/641, 8-15=-1928/1269, 9-1 5=-1 045/2368, 9-14=-3618/2198, 10-14=-2659/5115, 11-14=-553/701 Scale = 1:72.0 2x4 = 11 N 1.Sx8 STP = a 12 13 Iq 1� 0 5x8 PLATES GRIP MT20 244/190 MT20HS 1871143 Weight: 710 lb FT = 20 Structural wood sheathing directly applied or 5-7-1 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 3-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; 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); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 2, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) ,2=1844,12=1963. 3ntinued on page 2 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with 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 ANSI1rPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 42/1 WATERSTONE T21308038 2472631 A08 HIP GIRDER 1 Job Reference (optional) buuoers FlrstSource (Plant city, FL), Plant Gity, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 13:17:30 2020 Page 2 ID:OAgsmhRnU78gy81 pVrgZFsz3?jG-rbAo?6iccJ1 hWg?l HxjDMIMZIrRS1 pm22WJMDPydNL3 NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 116 Ib down and 184 Ib up at 7-0-0, 116 Ib down and 184 Ib up at 9-0-12, 116 Ib down and 184 Ib up at 11-0-12, 116 Ib dawn and 184 Ib up at 13-0-12, 116 Ib down and 184 Ib up at 15-0-12, 116 Ib down and 184 Ib up at 17-0-12, 116 Ib down and 184 Ib up at 19-0-12, 116 Ib down and 184 Ib up at 20-7-4, 116 Ib down and 184 Ib up at 22-7-4, 116 Ib down and 184 Ib up at 24-7-4, 116 Ib down and 184 Ib up at 26-7-4, 116 Ib down and 184 Ib up at 28-7-4, and 116 Ib down and 184 Ib up at 30-7-4, and 339 Ib down and 483 Ib up at 32-8-0 on top chord, and 449 Ib down and 168 Ib up at 7-0-0, 82 Ib down at 9-0-12, 82 Ib down at 11-0-12, 82 Ib down at 13-0-12, 82 Ib down at 15-0-12, 82 Ib down at 17-0-12, 82 Ib down at 19-0-12, 82 Ib down at 20-7-4, 82 lb down at 22-7-4, 82 Ib down at 24-7-4, 82 Ib down at 26-7-4, 82 Ib down at 28-7-4, and 82 Ib down at 30-7-4, and 449 Ib down and 168 Ib up at 32-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-10=-54, 10-13=-54, 19-20=-20, 14-19=-20, 14-23=-20 Concentrated Loads (lb) Vert: 4=-116(B) 10=-282(B) 17=-60(B) 18=-60(B) 16=-60(B) 15=-60(B) 26=-116(B) 27=-116(B) 28=-116(B) 29=-116(B) 31=-116(B) 32=-116(B) 33=-116(B) 34=-116(B) 36=-116(B) 37=-116(B) 38=-116(B) 39=-116(B) 40=-449(B) 41=-60(B) 42=-60(B) 43=-60(B) 44=-60(B) 45=-60(B) 46=-60(B) 47=-60(B) 48=-60(B) 49=-449(B) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5t19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, note 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 Mi iT eik• 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 on, available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Truss Truss Type Qty Ply LOT 42/1 WATERSTONE �Job T21308039 472631 A09S 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. Tue Sep 15 13:17:31 2020 Page 1 I D:ZMx MAZ? 19fwXgbQKMXcO3Uz2J YI-J n kACRj FMd9Y8gZDreESuVvi 7Fj Gm G D BHA3vl ryd N L2 8-0-0 16-0-0 1 19-0-0 19r6,0 26-8-0 31-0-0 33-5-0 39-8-0 1-0-0 8-0-D 8-0-0 3-0.0 O• 7-2-0 4-4-0 2-5-0 6-3-0 -4-0 rr 0 1.5x8 3x6 = 6.00 12 5x8 = 5x6 = -- 15 6x8 = 26-8-0 3.00 112 3x6 zzz Scale = 1:74.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.28 15-16 >828 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.42 15-16 >549 180 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.02 15 n/a n/a BCDL 10.0 Code FBC201,7rrP12014 Matrix -AS Weight: 202 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied. Except: 5-15: 2x4 SP No.3 2-2-0 oc bracing: 13-15 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-16, 3-15 REACTIONS. (size) 1=0-8-0, 9=0-8-0, 15=0-3-8 Max Horz 1=-350(LC 10) Max Uplift 1=-457(LC 12), 9=-592(LC 12), 15=-716(LC 12) Max Grav 1=717(LC 17), 9=863(LC 18), 15=1524(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1064/861, 2-3=-926/884, 3-4=-206/524, 4-5=-158/435, 5-6=-841/803, 6-7=-952/797,7-8=-187811323, 8-9=-2181/1492 BOT CHORD 1-16=-557/1155, 15-16=-50/343, 13-15=-904/817, 5-13=-824/849, 11-12=-895/1547, 9-11=-1223/1939 WEBS 2-16=-526/578, 3-16=-534/955, 3-15=-736/199, 5-12=-518/904, 7-12=-934/667, 7-11=-339/706, 8-11=-302/327 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) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 16-0-0, Exterior(2) 16-0-0 to 19-0-0, Interior(1) 19-0-0 to 26-8-0, Extedor(2) 26-8-0 to 30-10-4, Interior(1) 30-10-4 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=457, 9=592, 15=716. 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. September 15,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIT-7473 rev. 6/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall AiTek" 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 ivi fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available fmm Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 4211 WATERSTONE T21308040 2472631 A10S Roof Special 1 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 13:17:33 2020 Page 1 ID:ZMxMAZ?I9fwXgbQKMXcO3Uz2JYl-FAswd7kVuEPGN7jcy3Gw_w_3c2Rm EEnUkUYOgkydNLO 8-34 16-0-0 19-8-0 21-0.0 28-8-0 31-OT 351-5 3%&0 A1-0.0 8-3-0 7-8-12 3-8-0 1-0-0 7-8-0 2-0-0 4-1-5 4-6-11 1-0-0 Scale = 1:72.6 5x6 = 6.00 12 7x10 = 4x10 MT20HS 11 3x6 Zz 3x6 = 3x4 = 3.00 112 21-0-0 L 10-14 19-'-0 19-a-0 28-8-0 31-0-0 39-8-0 10-14 94-12 avo 7-8-0 24-0 8-8-0 Plate Offsets (X,Y)-- [2:0-4-0 0-3-0], [6:0-5-8 0-2-4], [9:0-1-10 0-0-7], [14:0-2-4,0-2-8] [16:0-3-8 Edge], [17:0-3-12 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.23 17-20 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.84 Vert(CT) -0.40 17-20 >585 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -AS Weight: 221 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 4-16: 2x4 SP No.3 3-10-0 oc bracing: 14-16 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-17, 14-17, 3-14, 6-13 REACTIONS. (size) 1=Mechanical, 16=0-4-0, 9=0-8-0 Max Horz 1=-350(LC 10) Max Uplift 1=-310(LC 12), 16=-1002(LC 12), 9=-453(LC 12) Max Grav 1=61O(LC 21), 16=1841(LC 1), 9=674(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-838/476, 2-3=-696/536, 3-4=-402/983, 4-5=-459/901, 5-6=-274/528, 6-7=-657/487, 7-8=-1148/676, 8-9=-1609/1066 BOT CHORD 1-17=-210/805, 14-16=-1756/1289, 13-14=-599/710, 12-13=-75/601, 11-12=-353/952, 9-11=-862/1440 WEBS 2-17=-533/580, 3-17=-652/894, 14-17=-386/374, 3-14=-1393/956, 5-14=-689/501, 5-13=-254/670, 6-13=-1204/857, 6-12=-251/528, 7-12=-590/418, 7-11 =-1 49/45 1, 8-11=-470/480 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) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 16-0-0, Exterior(2) 16-0-0 to 20-0-0, Interior(1) 20-0-0 to 28-8-0, Exterior(2) 28-8-0 to 32-8-0, Interior(1) 32-8-0 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=310, 16=1002, 9=453. 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. September 15,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/10/2020 BEFORE USE. ' Design valid for use only with 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 MiTeic` 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply LOT 42/1 WATERSTONE TA T21308041 2472631 ROOF SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 3x6 = 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 13:17:35 2020 Page 1 ID:ZMxMAZ?19fwXgbQKMXcO3Uz2JYl-CZ_g2pmlQsf dRt_4UJO3L3OJs6ii8jnCol7vcydNL 16-4-0 8-0-0 15.8-0 1610rQ 19-6-0 123-0-0 30.8-0 3&SO 318-0 41-0.0 8-0-0 7-8-0 O-4 3-2-0 3-r. 7-8-0 2-9-0 6-3-0 1-4-0 0-4-0 Scale = 1:74.0 10-0.0 6.00 12 5x8 = 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/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-14: 2x4 SP No.3 WEBS 2x4 SP No.3 6x12 MT20HS = 14 6x8 = Iv IN 1 O 3x6 3.00 112 39-8-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TIC 0.72 Vert(LL) -0.28 14-15 >824 240 MT20 244/190 BC 0.93 Vert(CT) -0.43 14-15 >539 180 MT20HS 187/143 WB 0.41 Horz(CT) 0.02 8 n/a n/a Matrix -AS Weight: 196 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 2-2-0 oc bracing: 12-14 WEBS 1 Row at midpt 3-15, 3-14 REACTIONS. (size) 1=Mechanical, 8=0-8-0, 14=0-3-8 Max Horz 1=-347(LC 10) Max Uplift 1=-445(LC 12), 8=-582(LC 12), 14=-738(LC 12) Max Grav 1=711(LC 17), 8=835(LC 18), 14=1539(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1051/837, 2-3=-911/858, 3-4=-168/441, 4-5=-102/330, 5-6=-1120/960, 6-7=-1780/1340, 7-8=72077/1564 BOT CHORD 1-15=-528/1141, 14-15=-54/330, 12-14=-898/767, 4-12=-232/269, 11-12=-553/815, 10-11=-861/1424, 8-10=-1289/1844 WEBS 2-15=-517/568, 3-15=-530/953, 3-14=-796/287, 5-12=-1043/909, 5-11=-63/440, 6-11=-489/326, 6-10=-364/692, 7-10=-283/358 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) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 16-0-0, Exterior(2) 16-0-0 to 20-0-0, Interior(1) 20-0-0 to 30-8-0, Exterior(2) 30-8-0 to 34-8-0, Interior(1) 34-8-0 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=445,8=582,14=738. 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. M O V September 15,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 4211 WATERSTONE T21308042 2472631 Al2S ROOF SPECIAL GIRDER 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.24U s Mar 9 ZUZU Mii ek Industries, Inc. I ue Sep 15 13:17:36 202U Page 1 ID:ZMxMAZ?19fwXgbQKMXcO3Uz2JYl-gIY3G9nNB9ogEbSBd BgebZcYAGSARVBxQSmgQ3yd NKz 4-10-15 10-- 13-8-0 18 4-0 1,9-6-q 25-0-0 , 27-4-0 , 29-9-0 32-8-0 34-7-14 , 39-8-0 4-10-15 5-1-4 3-7-t2 4-8-0 -2-0 5-6-0 2-4-0 2-5-0 2-11-0 1-11-14 5-0-2 -4-0 Scale = 1:71.5 5x6 = 3x6 =5x8 4 32 5 6 6.00 12 3x4 i 3 7x10 =2x4 II 4x6 = 6x8 = 2x4 \\ 7 8 9 3x4 2 11 0 1 ' 1.5x8 STP = 1 M 6x8 = 19 b 17 16 o 15 12 2x4 36 37 14 Ie 1� 25 24 35 21 7xl0 = 6x8 — 5x6 = 2x4 II 13 6 23 22 3x8 = 3x4 = 5x6 i 11 4x6 3�6 — -Ft 3.00 112 6-4-8 13-8-0 19-4-0 19-�-0 25-0.0 27-4-0 29-9-0 32-8-0 34-7-14 39-8-0 6-0-8 7-3-8 5-8-0 0- -0 5-6-0 2-4-0 2-5-0 2-11-0 1-11-14. 5-0-2 Plate Offsets (X,Y)-- [1:0-0-4,Edge], [4:0-3-0,0-2-0], [5:0-3-0,0-2-0], [7:0-6-0,0-3-8], [10:0-2-4,0-3-8], [12:0-1-14,Edge], [15:0-4-0,0-3-0], [17:0-3-4,0-1-8], [18:0-2-12,0-3-8], [20:0-3-8,0-4-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.31 15-16 >777 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.36 15-16 >671 180 BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(CT) 0.04 12 nla n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 233 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-5-11 oc purlins. 7-10: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-4-8 oc bracing. Except: BOT CHORD 2x4 SP No.2 "Except' 5-4-0 oc bracing: 20-22 6-22: 2x6 SP M 26, 18-20,8-17: 2x6 SP No.2, 12-15: 2x4 SP M 31 WEBS 1 Row at midpt 7-20 WEBS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 22=0-3-8, 12=0-8-0 Max Horz 1=-303(LC 6) Max Uplift 1=-317(LC 8), 22=-1238(LC 8), 12=-861(LC 8) Max Grav 1=669(LC 13), 22=2384(LC 1), 12=1254(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1131/544, 2-3=-1025/532, 3-4=-381/261, 4-5=-313/271, 5-6=-346/306, 6-7=-412/1210, 7-8=-2951/2010, 8-9=-2766/1891, 9-10=-3163/2061, 10-11=-3666/2284, 11-12=-3686/2214 BOT CHORD 1-25=-345/1203, 23-25=-110/742, 22-23=-729/515, 20-22=-2372/1299, 6-20=-1638/872, 19-20=-913/1429, 18-19=-891/1421, 16-17=-670/1160, 15-16=-1834/3368, 14-15=-1881/3340, 12-14=-1856/3304 WEBS 2-25=-306/324, 3-25=-238/509, 3-23=-509/413, 4-23=-251/121, 6-23=-460/1008, 7-20=-2472/1631, 9-18=-540/368, 10-15=-640/1368, 11-15=-432/204, 9-16=-155/283, 10-16=-338/293, 16-18=-1155/2051, 7-18=-968/1769 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); 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 = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=317,22=1238,12=861. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 156 lb down and 184 lb up at 28-7-4, and 156 lb down and 184 lb up at 30-7-4, and 379 lb down and 454 lb up at 32-8-0 on top chord, and 82 lb down at 28-7-4, ,and 82 lb down at 30-7-4, and 449 lb down and 168 lb up at 32-6-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. l&4jtindb660V*98SE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) Sentemhf=r 15_?n?n ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/7TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 42l1 WATERSTONE T21308042 2472631 Al2S ROOF SPECIAL GIRDER 1 1 Job Reference o tional builders FirstSource (Plant city, FL), Plant Gity, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 13:17:36 2020 Page 2 ID:ZMxMAZ?19fwXgbQKMXcO3Uz2JYl-gIY3G9nNB9ogEbSBd BgebZcYAGSARVBxQSmgQ3ydNKz LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-54, 5-7=-54, 7-10=-54, 10-13=-54, 22-26=-20, 21-22=-20, 18-20=-20, 15-17=-20, 15-29=-20 Concentrated Loads (lb) Vert: 10=-282(F) 15=-449(F) 33=-116(F) 34=-116(F) 36=-60(F) 37=-60(F) ® WARNING -Verifydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p �g building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i�niTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI117Pl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa,.FL 36610 Job Truss Truss Type Qty Ply LOT 4211 WATERSTONE T21308043 2472631 B02S Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 13:17:37 2020 Page 1 ID:ZMxMAZ?19fwXgbQKMXcO3Uz2JYl-8x5RTVo?yTwhsl1 NBvLt8m9mdfgAA2g4f6WEyVydNKy 6-3-9 11-8-0 19-6-8 20-4-q 28-0-0 6-3-9 5-4-7 7-10-8 -9-8 7-8-0 5x8 = 3 21 22 23 24 3x6 = 5x6 = 13 11 109 3x4 = 2x4 II 3x4 = 3x8 = 3x6 II 6-3-9 1 11-8-0 19-6-8 22--14 28-0-0 6-3-9 5-4-7 7-10-8 2-7-6 5-10-2 Plate Offsets (X,Y)-- [3:0-5-8,0-2-4], [5:0-3-8,0-2-4], [6:0-2-8,0-1-8], [8:0-2-8,0-2-8] 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 FBC20171TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-10, 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 10=0-2-8 Max Horz 1=200(LC 11) Max Uplift 1=-307(LC 12), 10=-856(LC 12) Max Grav 1=637(LC 21), 10=1523(LC 1) CSI. DEFL. in (loc) Ildefl L/d TC 0.60 Vert(LL) 0.0913-16 >999 240 BC 0.74 Vert(CT) -0.11 10-11 >999 180 WB 0.45 Horz(CT) 0.02 10 n/a nla Matrix -AS Scale = 1:48.6 PLATES GRIP MT20 244/190 Weight: 156 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 6-0-0 oc bracing: 8-10 WEBS 1 Row at midpt 3-8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1021/574, 2-3=-551/334, 3-4=-353/680, 4-5=-442/747, 5-6=-398/572 BOT CHORD 1-13=-553/931, 11-13=-553/931, 8-10=-1437/1221, 4-8=-331/297, 7-8=-566/542, 6-7=-472/507 WEBS 2-11=-587/508, 3-11 =-1 19/404, 8-11=-231/424, 3-8=-1048/854, 5-8=-821/733, 5-7=-90/265 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) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 11-8-0, Exterior(2)11-8-0 to 17-3-14, Interior(1) 17-3-14 to 20-4-0, Exterior(2) 20-4-0 to 25-11-14,1nterior(1) 25-11-14 to 28-0-0 zone;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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=307, 10=856. 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. September 15,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI I-7473 rev. 6/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSh TPI0 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, Fl. 36610 Job Truss Truss Type Qty Ply LOT 4211 WATERSTONE T21308044 2472631 B03S Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 13:17:38 2020 Page 1 ID:ZMxMAZ? 19fwXgbQKMXcO3Uz2JYl-c8fpgroejn2YUvcZlcs6h_h?z3F4vSgDumFnUxydNKx 5-3-4 1 %.O0-1 10 4 0 14-11-4 19-6-8 22-4-0 28-0-0 5-3-4 4-8-12 0-4- 4-7-0 4-7-4 2-9-8 5-8-0 5x8 34 25 3x4 = 5 26 27 3x6 = 46 = 1b 14 13 1211 3x4 = 2x4 II 3x4 = 3x4 = 3x8 = 3x6 II 5-3-4 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER- TOP.CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-12: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 12=0-2-8 Max Horz 1=165(LC 11) Max Uplift 1=-307(LC 12), 12=-856(LC 12) Max Grav 1=603(LC 17), 12=1523(LC 1) Scale = 1:48.9 28-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.37 Vert(LL) 0.0616-19 >999 240 MT20 244/190 BC 0.44 Vert(CT)-0.0616-19 >999 180 WB 0.58 Horz(CT) 0.02 12 n/a We Matrix -AS Weight: 155 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 6-0-0 oc bracing: 10-12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-975/577, 2-3=-561/376, 3-4=-401/393, 5-6=-723/1031, 6-7=-213/375, 7-8=-333/477 BOT CHORD 1-16=-550/951, 14-16=-550/951, 13-14=-222/500, 10-12=-1477/1181, 6-10=-816/749, 9-10=-1126/1000, 8-9=-395/416 WEBS 5-1 0=-1 24111010, 6-9=-769/970, 7-9=-457/467, 4-14=-142/342, 4-13=-485/410, 5-13=-272/423,2-14=-491/423 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=5ft; 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 10-0-0, Exterior(2) 10-0-0 to 10-4-0, Interior(1) 10-4-0 to 22-4-0, Exterior(2) 22-4-0 to 26-4-0, Interior(1) 26-4-0 to 28-0-0 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) Referto girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=307,12=856. 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. or September 15,2020 ® WARNING - Verify designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511012020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is foran 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 ANSI1TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss rusType Qty Ply LOT 4211 WATERSTONET21308045 2472631 C1 [J,,ks -Open 7 1 Job Reference (optional) t3uiiders FirstSource (Plant Gity, FL), Plant GIIy, FL - 33bb -1-4-0 1-4-0 6.24u s Mar 9 zuzu MI I eK Inaustrles, Inc. I ue sep ib 13:1 t:3d zuzu rage 1 ID:16Wz51_ms7aK38?AGu6Ks4zcPzM-c8fpgroejn2YUvcZlcs6h_h1 J3LNvbuDum Fn UxydNKx 0-11-4 Scale = 1:7.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code 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 oc bracing. 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 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) 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 chard 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. September 15,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 mv.5/10/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 42/1 WATERSTONE 12472631 �Cl T21308046 P JACK -OPEN 2 1 Job Reference (optional) tiWlaefs rlrstSOufce (F1ant lily, rL), mant tarty, t-L - 33bb 11 8.z4U s Mar y zuzu MI I eK Inaustrles, Inc. I ue Sep it) 13:1 t:3v zuzu rage 1 ID:Iwdfjg6kDdOtaytd8MG5DmygxQZ-4KDBuBpG U4AP52BmJKNLDBEB2Thcel8N7Q?L1 NydNKw -1.4.0 0-11-4 N O Scale = 1:7.6 0-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-6(LC 9), 2=-246(LC 12), 4=-23(LC 17) Max Grav 3=17(LC 12), 2=158(LC 1), 4=37(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 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=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 joints) 3, 4 except Qt=lb) 2=246. September 15,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTekOO connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy inwrporate this design into the overall n` AA building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M 1Tek, Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIM11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 4211 WATERSTONE T21308047 2472631 CIS JACK -OPEN 1 1 Job Reference (optional) ouuuers rirsiaource triant airy, t-Ly, runt uty, rL - eaoor, 1 2x4 = o.z,w s mar a ZUZU ml I eK Inousines, inc. I ue aep -io -io: I f:6e zu2u rage I ID:16Wz51_ms7aK38?AGu6Ks4zcPzM-4KDBuBpGU4AP52BmJKNLDBEEPThlel8N7Q?L1NydNKw 0-11-4 0-11-4 v a LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 240 TCDL 7.0 LumberDOL 1.25 BC 0.01 Vert(CT) -0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=29(LC 12) Max Uplift 1=-11(LC 12), 2=-20(LC 12), 3=-8(LC 12) Max Grav 1=35(LC 17), 2=22(LC 17), 3=17(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:6.9 PLATES GRIP MT20 244/190 Weight: 3 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc puriins. 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; 13=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS.(directional) and C-C Exterior(2) 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) 1, 2, 3. September 15,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. ' ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see. ANS11TPl1 duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 42/1 WATERSTONE T21308048 2472631 C1 V JACK -OPEN 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 13:17:40 2020 Page 1 ' ID:ZMxMAZ? 19fwXgbQKMXcO3Uz2JYl-YWnZ5WquFOIGjCmys 1 uam PnMotl sNUO WL4kuZgydNKv -1-4-0 0-11-4 1-4-0 0-11-4 Scale = 1:7.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.04 Vert(CT) 0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017frP12014 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 pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-4(LC 9), 2=-210(LC 12), 4=-14(LC 1) Max Grav 3=17(LC 12), 2=158(LC 1), 4=41(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 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 Extedor(2) 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) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=210. September 15,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19f2020 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 M) ET building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent 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/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 42/1 WATERSTONE . T21308049 2472631 C3 Jack -Open 7 1 Job Reference o tional tsuaaers mrstbource trlant ury, t-Lj, F9ant l:Ity, VL - 330G f, ts.z4u s Mar u ZUZU MI I eK maustrles, Inc. I ue Sep 1 b 13:7 r:4U 2UZU Page 1 ID:16Wz51 ms7aK38?AGu6Ks4zcPzM-YWnZ5WquFOIGjCmysluamPnMotOzNUOWL4kuZgydNKv -1-4-0 2-11-4 1-4-0 2-11-4 N u) Scale = 1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.22 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 FBC2017frP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=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. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; 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) 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) 3 except (jt=lb) 2=183. September 15,2020 .AWARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTeM connectors. This design is based only upon parametersshown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall _ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPif Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 4211 WATERSTONE T21308050 2472631 C3S Jack -Open 1 1 Job Reference o tional tsunaers mrstbource triant city, Val, riant clry, rL - ad001, 2x4 = 2-11-4 2-11-4 2-11.4 c.z4u s mar a zuzu mi i eK inausmes, inc. i ue oep -i 0 _i s i r.4-i zuzu rage -i I D:16 Wz51_ms7aK38?AGu6Ks4zcPzM-OjLyJsrWOiQ7LMK8QkQplcJYgHL86xegakU R5GydNKu 3 c2 m Scale: 1 "=1' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ibc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.01 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB OMO Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017f rP12014 Matrix -MP Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=89(LC 12) Max Uplift 1=-36(LC 12), 2=-77(LC 12), 3=-6(LC 12) Max Grav 1=108(LC 17), 2=78(LC 17), 3=51(LC 3) FORCES. (lb) -Max. 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; BCD L=6.0psf, h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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 alive load of 20.Opsf on the bottom chard 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) 1, 2, 3. September 15,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml l-7473 rev. 5/1g/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117PH Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 4211 WATERSTONE T21308051 2472631 C3V JACK -OPEN 6 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 13:17:42 2020 Page 1 I D:ZMxMAZ?19fwXgbQKMXcO3Uz2JYl-UvvKW CrBn?Y_zwvL_Sx2rgsilghFr0upp0D?diydNKt -1-4-0 2-11-4 i 1 4-0 2-11-4 Scale = 1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 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 FBC2017rrPI2014 Matrix -MP Weight: 12 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-67(LC 12), 2=-174(LC 12) Max Grav 3=72(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=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=174. September 15,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 4211 WATERSTONE T21308052 2472631 C5 Jack -Open 4 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 13:17:43 2U20 Page 1 ID:16Wz51 ms7aK387AGu6Ks4zcPzM-z5TikYsmYJgragUXY9SH01Pp64yoar7yl2zYA9ydNKs -1-4-0 4-11-4 1-4-0 4-11.4 Scale = 1:17.6 3x4 = 4-11-4 4-11-4 Plate Offsets (X,Y)-- (2:0-1-4,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.06 4-7 >999 240 MT20 2441190 TCDL 7.0 LumberDOL 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 FBC2017f rP12014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-128(LC 12), 2=-196(LC 12) Max Grav 3=133(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 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 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.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=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. September 15,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev..5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS17TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 4211 WATERSTONE T21308053 2472631 C5V JACK -OPEN 6 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-4-0. sx4 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 Cade FBC2017/TP12014 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=214(LC 12) Max Uplift 3=-133(LC 12), 2=-188(LC 12) Max Grav 3=134(LC 17). 2=262(LC 1), 4=86(LC 3) 8.240 s Mar 9 2020 MiTek Industries, Inc. TUB Sep 1513:17:46 2020 Page 1 ID:ZMxMAZ?IgfwXgbQKMXcO3Uz2JYl-NgSrMavfgE2QR7D6Dl?_?g1 Kol_wnCtPk?BCmUydNKp 4-11-4 , Scale = 1:17.6 CSL DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.51 Vert(LL) 0.06 4-7 >924 240 MT20 244/190 BC 0.45 Vert(CT) -0.06 4-7 >999 180 WB 0.00 Horz(CT) -0.01 3 n/a n/a Matrix -AS Weight: 18 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. 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) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Bearing at joint(s) 2 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=133, 2=188. 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. September 15,2020 * ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Ply LOT 4211 WATERSTONE T21308054 2472631 D06S Hip Girder �Qty 1 1 Job Reference o tional ouuuers nrbwuurue triam Uly, rLl, ndnc umy, rL- oo00 r, 5.0-0 10-0{ 5-0-0 5-0-0 Special 4x6 = NAILED 6.00 F1_2 2 16 1 cs.zwu s mar s zuzu mI i eK incustnes, inc. t ue bep 10 13:1 /:4t zuzu rage 1 I D:ZMx MAZ? 19fwXgbQKMXcO3Uz2JY I-rsi DZwvHbYAH 3 Holn?XDYtZS?h EM W ZdYyfxmJwyd NKo 15-0-0 19-8-0 5-0-0 4-8-0 Scale = 1:33.6 Special NAILED 3x4 = NAILED NAILED 5x8 = 17 3 18 19 20 4 3x4 = NAILED 4x6 = NAILED 3x4 = NAILED 2x4 II 3x4 = 3x6 = Special NAILED Special 4-11-15 5-q-0 10-M 15-0-0 1 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 FBC2017lrP12014 CSI. TC 0.67 BC 0.82 WB 0.42 Matrix -MS DEFL, in Vert(LL) 0.16 Vert(CT) -0.21 Horz(CT) 0.07 (loc) I/defl L/d 6-7 >999 240 6-7 >999 180 5 n/a n/a PLATES GRIP MT20 2441190 Weight: 87 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-8 oc bracing. WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 5=0-4-0 Max Horz 1=100(LC 7) Max Uplift 1=-635(LC 8), 5=-643(LC 8) Max Grav 1=1164(LC 1), 5=1179(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2243/1210, 2-3=-1990/1151, 3-4=-2587/1510, 4-5=-2145/1156 BOT CHORD 1-9=-999/1958, 7-9=-1373/2587, 6-7=-935/1863, 5-6=-942/1853 WEBS 2-9=-109/579, 3-9=-729/466, 3-7=-182/340, 4-7=-530/858, 4-6=0/306 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); 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) 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) 1=635,5=643. 8) "NAILED" indicates 3-1Od (0.148"xY) or 3-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 195 Ito down and 334 lb up at 5-0-0, and 195 lb down and 334 lb up at 15-0-0 on top chord, and 116 lb down at 4-11-15, and 116 lb down at 14-11-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-4=-54, 4-5=-54, 10-13=-20 4 c nnnn ontinued on page 2 & WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 4211 WATERSTONE T21308054 2472631 D06S 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. Tue Sep 15 13:17:47 2020 Page 2 ID:ZMxMAZ? 19fwXgbQKMXcO3Uz2JYI-rsiDZwvHbYAH3Holn?XDYtZS?hEMWZdYyfxmJwydNKo LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 2=-1 48(F) 4=-148(F) 9=-98(F) 6=-98(F) 16=-61(F) 17=-61 (F) 18=-61 (F) 20=-61(F) 21=-38(F) 22=-38(F) 23=-38(F) 24=-38(F) & WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 42/1 WATERSTONE T21308055 2472631 D07S Hip 1 1 Job Reference (optional) Duuuers nrstauurce triant L111y, rLl, rlant ury, t-L - 6600 r, o.zvU s Mar s ZUZU MI I eK Inausines, Inc. I ue Sep 1b 13:1 t:46 zuzu F'age 1 ID:ZMxMAZ?I9fwXgbQKMXcO3Uz2JYl-J3GbnGwvMrl8hRNU Kj2S456d75dCF4siBJgJrMydNKn �1 7-0.0 6-0-0 Scale=1:33.6 6x8 = 4x6 = 2 16 17 3 3x4 = 2x4 II 3x4 = 3x4 = 3x6 1 6-11-15 19-8-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.65 BC 0.52 WB 0.16 Matrix -AS DEFL. in Vert(LL) 0.14 Vert(CT) -0.16 Horz(CT) 0.03 (loc) I/defl L/d 7-10 >999 240 7-10 >999 180 4 nla n/a PLATES GRIP MT20 244/190 Weight: 81 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 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 4=0-4-0 Max Horz 1=141(LC 11) Max Uplift 1=-41O(LC 12), 4=-41O(LC 12) Max Grav 1=728(LC 1), 4=728(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1163/931, 2-3=-959/929, 3-4=-1145/899 BOT CHORD 1-7=-709/992, 5-7=-708/999, 4-5=-652/953 WEBS 2-7=0/270, 3-5=0/261 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) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 7-0-0, Exterior(2) 7-0-0 to 12-7-14, Interior(1) 12-7-14 to 13-0-0, Exterior(2) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 19-8-0 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) 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 Ot=lb) 1=410,4=410. 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. September 15,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANS11rP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 4211 WATERSTONE T21308056 2472631 D08S Hip 1 1 Job Reference (optional) irstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 1513:17:49 2020 Page 1 ID:ZMxMAZ? I9fwXgbQKMXcO3Uz2JYl-nFgz_bxX79Q_IbyhuQZhdlfrdVxG_XNrQzQsNoydNKm 6-3-6 9-0-0 11-0-0 13-8-10 19-8-0 6-3-6 2-8-10 2-0-0 2-8-10 5-11.6 Scale = 1:33.6 4x6 = 4x6 = 4x6 = 3x4 = 3x6 = 46 = 3x4 = 8-11-15 Plate Offsets (X,Y)-- 8_11-1b [1:0-6-0,0-0-21, [6:Edge,0-1-21 0-0-1 2-0-0 0-0-1 8-7-15 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 0.47 Vert(LL) -0.14 9-12 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.66 Vert(CT) -0.31 9-12 >754 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 87lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 6=0-4-0 Max Holz 1=182(LC 11) Max Uplift 1=-410(LC 12), 6=-410(LC 12) Max Grav 1=728(LC 1), 6=728(LC 1) FORCES., (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1171/940, 2-3=-955/822, 3-4=-804/756, 4-5=-941/815, 5-6=-1151/912 BOT CHORD 1-9=-759/1031, 7-9=-436/804, 6-7=-702/972 WEBS 2-9=-398/482, 3-9=-279/385, 4-7=-225/312, 5-7=-335/432 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=5ft; 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 9-0-0, Exterior(2) 9-0-0 to 16-7-14, Interior(1) 16-7-14 to 19-8-0 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=410, 6=410. 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. September 15,2020 ®WARNING - Verify designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiT�i k" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Salety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 4211 WATERSTONE T21308057 2472631 E313 JACK -OPEN 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 13:17:49 2020 Page 1 I D:ZMxMAZ?19fwXgbQKMXcO3Uz2JYl-nFgz_bxX79Q_IbyhuQZhdlfvXV3w_ZcrQzQsNoydNKm i -14-0 3-0-0 1-4-0 3-0-0 Scale = 1:12.8 3-0-0 3-0-0 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 0.22 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.17 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 FBC2017/TPI2014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=154(LC 12) Max Uplift 3=-75(LC 12), 2=-246(LC 12), 4=-46(LC 9) Max Grav 3=64(LC 17), 2=197(LC 1), 4=50(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (Ib) 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 fora 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 chard 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. September 15,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p p building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Addifional temporary and permanent bracing 1 VI�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 ANS17rP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf,. MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 42/1 WATERSTONE T21308058 2472631 E5 Jack -Open 6 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 13:17:50 2020 Page 1 ID:HADLjBL17FdKLNxZrjCcNAydRzg-FROLCxy9uTYrwl WtS74wAW BO5vLgOs_ed9QvFydNKI -1-4-0 5-0-0 5-0-0 M 0 co N 3x4 = Scale = 1:17.8 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 0.49 Vert(LL) 0.06 4-7 >967 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 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 nia BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4`Mechanical Max Horz 2=216(LC 12) Max Uplift 3=-130(LC 12), 2=-196(LC 12) Max Grav 3=134(LC 17), 2=264(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 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 Extedor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-11-4 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 willfit 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=130,2=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. September 15,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with Mi rekOO connectors. This design Is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 42/1 WATERSTONE T21308059 2472631 E7 Jack -Open 4 1 Jab Reference o tional t..e..r I.Ly, ­), rid- y,11- 1-4-0 II o.wa s mar a zuzu mi I eK inaustries, inc. i ue oep 10 io:1 r:ou zuzu rage 1 ID:4v2eA9PuJzjl l wQry9t_5yyrClr-FROLCxy9uTYrwl WtS74wAW BxVvG. jOs_ed9QvFyd NKI 7-0-0 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/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.20 4-7 >426 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 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=5ft; Cat. 11; Exp 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 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. September 15,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ��• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 42/1 WATERSTONE T21308060 2472631 E7V JACK -OPEN 17 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 13:17:51 2020 Page 1 ` ID:ZMxMAZ?19fwXgbQKMXcO3Uz2JYl-keykPHynfmgiYu530rb9ijk6dJbeST68lHvzShydNKk -1-4-0 7-0-0 7-0-0 2 3x4 Scale = 1:22.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.83 Vert(LL) 0.21 4-7 >404 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.20 4-7 >419 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 nla n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 25 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No2 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=-200(LC 12), 2=-210(LC 12) Max Grav 3=200(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 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 6-11-4 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) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=200,2=210. 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. September 15,2020 & WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verity, the applicability of design parameters and properly incorporate this design into the overall pi A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IVI T ek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see. ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Ply LOT 42/1 WATERSTONE �Qty T21308061 2472631 G01 ROOF SPECIAL GIRDER 1 1 Job Reference o tional 5-4-0 5-4-0 a 2x4 II NAILED 1 11 3x4 = o,L u s lover U LULU IVII r ex InUU5lrles, Inc. t Ue aep l t) 13:1 /:Dz zuzu rage 1 I D:ZMx MAZ? I9fwXq b QKMXcO3Uz2JYl-Cq V 6 cdzQQ4pZ92g GZY60 FxH Lyi 2yBtC H6xeX_7yd NKj 8-4-0 9-8-0 3-0-0 14-0 Special 5x8 = NAILED 12 2 2x4 Scale = 1:18.1 5-4-0 5-4-0 7-2-0 _1 7 - 8.4-0 0-2- 1-0-0 Plate Offsets (X Y)-- [2:0-6-0 0-2-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.53 Vert(LL) 0.07 6-7 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.34 Vert(CT) -0.06 6-7 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.20 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 7=0-4-0, 5=0-4-0 Max Horz 7=-157(LC 21) Max Uplift 7=-386(LC 4), 5=-553(LC 8) Max Grav 7=288(LC 1), 5=469(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-301/223 BOT CHORD 6-7=-454/303, 5-6=-437/282, 3-5=-207/394 WEBS 2-7=-317/471, 2-5=-526/680 Structural wood sheathing directly applied or 8-4-0 oc pudins, 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=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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 Ib uplift at joint(s) except (jt=lb) 7=386, 5=553. 6) "NAILED" indicates 3-1Od (0.148"xY) or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 234 lb down and 224 lb up at 5-4-0 on top chord, and 39 lb down and 43 lb up at 5-2-15 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: 1-2=-54, 2-4=-54, 7-8=-20 Concentrated Loads (lb) Vert: 2=-17(F) 6=-26(F) 11=-7(F) 12=-7(F) 13=-11(F) 14=-11(F) September 15,2020 * ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 4211 WATERSTONE T21308062 2472631 H3P DIAGONAL HIP GIRDER 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-10-10 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 13:17:52 2020 Page 1 ID:ZMxMAZ?19fwXgbQKMXcO3Uz2JYl-CgV6cdzQQ4pZ92gGZY6OFxHOti21 BwMH6xeX_7ydNKj 4-2-3 4-2-3 Scale = 1:12.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.04 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.05 4-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 16 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-5-11, 4=Mechanical Max Horz 2=153(LC 8) Max Uplift 3=-95(LC 8), 2=-363(LC 8), 4=-63(LC 5) Max Grav 3=101(LC 28), 2=295(LC 28), 4=71(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=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; 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 Ot=lb) 2=363. 6) "NAILED" indicates 3-1 Od (0.148"xY) or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 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, 4-5=-20 September 15,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. ' Design valid for use only with MiTekO 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 1 VI�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 ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 4211 WATERSTONE T21308063 2472631 H5 Diagonal Hip Girder 2 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 13:17:53 2020 Page 1 ID:HADLjBL17FdKLNxZrjCcNAydRzg-gO3Ugz_2BOxQnCFS7Gddn8pT16LhwNcRLbO4WaydNKi -1-10-10 3-9-5 7-0-13 4-10 3-9-5 3-3-8 Scale=1:17.4 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.15 4-7 >571 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.57 Vert(CT) -0.25 4-7 >341 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MP Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=216(LC 8) Max Uplift 3=-157(LC 8), 2=-266(LC 8) Max Grav 3=172(LC 28), 2=387(LC 1), 4=126(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=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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=157, 2=266. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 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, 4-5=-20 Concentrated Loads (lb) Vert: 9=-1(B) 10=-7(B) 11=-16(F=-5, B=-11) September 15,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTeW connectors. This design Is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mi l fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component Safety 6904 Parke East Blvd. informadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, Parke 3ast Job s Truss Type Qly Ply LOT 42/1 WATERSTONE F T21308064 2472631 Diagonal Hip Girder 2 1 Job Reference (optional) irstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 13:17:54 2020 Page 1 ID:4v2eA9PuJzjll wQry9t_5yyrClr-8Dds 1 J?gyh3HPMgehz9sKMMZD WcJfk4aZF7d3OydNKh 1-10-10 4-5-2 9-10-13 1-10-10 4-5-2 5.5-11 Scale = 1:22.8 v A NAILED NAILED NAILED 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.27 6-9 >436 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.55 6-9 >214 180 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: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc puriins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-5-5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=-192(LC 8), 2=-244(LC 8), 6=-73(LC 8) Max Grav 4=140(LC 1), 2=515(LC 1), 6=317(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -Alt forces 250 (lb) or less except when shown. TOP CHORD 2-3=-716/385 BOT CHORD 2-6=-470/681 WEBS 3-6=-711/490 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); 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) 6 except 0t=1b) 4=192, 2=244. 7) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 11=-75(F=-37, B=-37) 13=-1O(F=-5, B=-5) 14=-57(F=-28, B=-28) September 15,2020 ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid far use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P/f Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety lnformatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 42/1 WATERSTONE T21308065 2472631 H7V Diagonal Hip Girder 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 13:17:55 2020 Page 1 ID:OAgsmhRnU78gy81 pVrgZFsz3?jG-cPBEFfOIj?BBO WPgFhg5tZugfwzvOCbkovtBbSydNKg -1-10-10 5.8-11 9-10-13 1-10-10 5-8-11 4-2-2 Scale = 1:22.6 3x4 5-8-11 9-10-13 5-8-11 q-2-2 Plate Offsets (X Y)— [2:0-2-8 0-0-9) LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.10 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.13 6-7 >909 180 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 41 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=336(LC 8) Max Uplift 4=-287(LC 8), 2=-226(LC 7), 5=-185(LC 9) Max Grav 4=242(LC 1), 2=353(LC 1), 5=417(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1155/597 BOT CHORD 2-7=-762/1083, 6-7=-776/1089 WEBS 3-7=0/261, 3-6=-1076/762 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); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 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) Bearing at joint(s) 2 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Qt=lb) 4=287, 2=226, 5=185. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 43 Ito up at 1-5-12, 60 lb down and 43 lb up at 1-5-12, 7 lb down and 96 Ito up at 4-3-11, 7 lb down and 96 lb up at 4-3-11, and 38 lb down and 152 lb up at 7-1-10, and 38 lb down and 152 lb up at 7-1-10 on top chord, and 48 lb up at 1-5-12, 48 lb up at 1-5-12, 1 lb down and 15 lb up at 4-3-11, 1 lb down and 15 lb up at 4-3-11, and 29 lb down and 6 lb up at 7-1-10, and 29 lb down and 6 lb up at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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: 1-2=-54 Sentemher 1520gn 3ontinued on page 2 ® WARNING . Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/1012020 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 �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 ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component Blvd. e East Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, 6904 Parke 3ast Job Truss Truss Type Qty Ply LOT 42/1 WATERSTONE T21308065 2472631 H7V Diagonal Hip Girder 3 ],Job Reference o lional ustouurue triant uny, rLl, riant t ny, rl_ - aa001, 8.24U s Mar 9 ZU20 MiTek Industries, Inc. Tue Sep 15 13:17:55 2020 Page 2 ID:OAgsmhRnU78gy81 pVrgZFsz3?jG-cPBEFf01j?B80WPgFhg5tZugfwzvOCbkovlBbSydNKg LOAD CASE(S) Standard Concentrated_ Loads (lb) Vert: 11=38(F=19, B=19) 12=32(F=16, B=16) 13=-77(F=-38, B=-38) 14=54(F=27, B=27) 15=-2(F=-1, B=-1) 16=-55(F=-27, B=-27) Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-4=-134(F=-40, B=40), 8=0(F=10, B=10)-to-5=-49(F=-15, B=-15) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTekaO 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 A building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ty,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 ANSI1TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa,, FL 36610 Job Truss Truss Type Qty Ply LOT 42/1 WATERSTONE T21308066 2472631 K01 Hip Girder 1 1 Job Reference (optional) ers rirstsource (Plant City, FL), Plant aty, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 1513:17:56 2020 Page 1 ID:4v2eA9PuJzjllwQry9t_5yyrClr-4bldS?OwUJJ?eg_1 oOBKPnRzeKH17gEt1Zck7uydNKf 7-0-0 13.0-0 20-0-0 21-4-0 1-4-0 7-0-0 6.0.0 7-0-0 Scale = 1:36.9 Special 5x8 = Special NAILED NAILED 4x6 3 16 17 4 2x4 113x4=NAILCU NAILtL) 3x4 = 3x4 = 3x4 = Special Special 7-0-0 6-0.0 7-0-0 Plate Offsets (X,Y)— [2:0-0-4,Edge] [3:0-5-8,0-2-4] [4:0-3-8 0-2-0] [5:0-0-4 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.15 9-12 >999 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.84 Vert(CT) -0.20 7-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(CT) 0.07 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 86 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied or 2-11-5 oc purlins. 3-4: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 5-1-2 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=-172(LC 6) Max Uplift 2=-967(LC 8), 5=-967(LC 8) Max Grav 2=1516(LC 1). 5=1516(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2753/1598, 3-4=-2420/1518, 4-5=-2755/1598 BOT CHORD 2-9=-1238/2395, 7-9=-1237/2418, 5-7=-123812397 WEBS 3-9=0/692, 4-7=0/693 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); 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 toad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=967, 5=967. 7) "NAILED" indicates 3-1 Did (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NOS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 228 lb down and 447 lb up at 7-0-0, and 228 lb down and 447 lb up at 13-0-0 on top chord, and 348 lb down and 84 lb up at 7-0-0, and 348 lb down and 84 lb up at 12-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 10-13=-20 Concentrated Loads (lb) Vert: 3=-181(B) 4=-181(B) 9=-348(B) 7=-348(B) 16=-117(B) 17=-1 17(B) 18=-59(B) 19=-59(B) September 15,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 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 properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 I : 0 Job Truss Truss Type Qty Ply LOT 42/1 WATERSTONE T21308067 2472631 K'U Hip 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 13:17:57 2020 Page 1 I D:4v2eA9PuJzjl l wQry9t_5yyrClr-YoJ?gK1 YFcRsGpZDM6iZy_DRjg 1 s9POFDMIfLyd NKe -1-4-0 6-3-6 9-0-0 11-0.0 13-8-10 20-0-0 21-4-0 ' 1-0-0 6-3-6 ' 2-8-10 2-0-0 2-8-10 6-3-6 1-4-0 Scale = 1:36.9 4x6 = 4x6 = 3x6 = 3x4 = 4x6 = 3x4 = 3x6 = 9-U-U 2-U•U 9-U-U LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.42 Vert(LL) -0.14 9-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.31 9-17 >779 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 92 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=213(LC 11) Max Uplift 2=-531(LC 12). 7=-531(LC 12) Max Grav 2=812(LC 1), 7=812(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1182/914, 3-4=-971/790, 4-5=-823/736, 5-6=-971/790, 6-7=-1182/914 BOT CHORD 2-11=-647/1055, 9-11=-351/823, 7-9=-668/1023 WEBS 3-11=-380/473, 4-11 =-265/362, 5-9=-265/363, 6-9=-381/472 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; 13=45ft; L=40ft; eave=5ft; Cat. ll; 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 16-7-14, Interior(1) 16-7-14 to 21-4-0 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 (jt=lb) 2=531,7=531. 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. September 15,2020 - ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rplf Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 s f 1 b Job Truss Truss Type Qty Ply LOT 42/1 WATERSTONE T21308068 2472631 K03B Hip Girder 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. TUB Sep 15 13:17:58 2020 Page 1 ID:ZMxMAZ?I9fwXgbQKMXcO3Uz2JYl-0_tNtg2AOwZjtz8PwpDoUCW Ns7JbRoAUt5rCnyd NKd 5-3-0 9-9-0 1 -3- 14-9-0 20-0-0 5-3.0 4-6-0 -6-0 4-6-0 5-3-0 46 = 4x6 Special Special 3x8 II Special 4x10 MT20HS = 7x10 = Special Special 3x8 II Special 1.5x8 STP = = Special 4x6 = 1.5x8 STP = Special Special 5-3-0 9-9-0 1 -3- 14-9-0 20-0-0 5-3-0 4-6-0 -6- 4-6-0 5-3-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 TCDL 7.0 Lumber DOL 1.25 BC 0.83 BCLL 0.0 Rep Stress Incr NO WB 0.77 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER- TOP.CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 5-8: 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 5=0-8-0 Max Horz 1=-203(LC 6) Max Uplift 1=-2078(LC 8), 5=-2189(LC 8) Max Grav 1=3555(LC 1), 5=3561(LC 1) Scale = 1:38.5 M 1� DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.19 7-9 >999 240 MT20 244/190 Vert(CT) -0.23 7-9 >999 180 MT20HS 187/143 Horz(CT) 0.06 5 n/a n/a Weight: 217 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-1 cc purlins BOT CHORD Rigid ceiling directly applied or 8-0-8 cc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7431/4376, 2-3=-4973/3009, 3-4=-4976/3011, 4-5=-6947/4243 BOTCHORD 1-9=-3822/6620, 7-9=-3822/6620, 6-7=-3707/6193, 5-6=-3707/6193 WEBS 2-9=-1108/2078, 2-7=-2512/1549, 4-7=-2056/1419, 4-6=-974/1614, 3-7=-2387/4050 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 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; 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); 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 Qt=lb) 1=2078, 5=2189. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 lb down and 56 lb up at 2-5-1, 1144 lb down and 655 lb up at 4-4-12, 708 lb down and 430 Ib up at 6-4-12, 708 lb down and 430 Ib up at 8-4-12, 537 lb down and 327 lb up at 9-4-12, 617 lb down and 327 Ib up at 11-4-12,,589 lb down and 337 lb up at 13-4-12, and 672 lb dawn and 465 lb up at 15-4-12, and 675 lb down and 477 lb up at 17-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard September 15.2020 :ontinued on page 2 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall /� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 42/1 WATERSTONE T21308068 2472631 K03B Hip Girder 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Sep 15 13:17:58 2020 Page 2 I D:ZMxMAZ?I9fwXgbQKMXcO3Uz2JYl-0_tNtg2AOwZjtz8PwpDoUCW Ns7JbRoAUt5rCnydNKd 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, 1-5=-20 Concentrated Loads (lb) Vert: 14=-86(F) 15=-1144(F) 16=-708(F) 17=-708(F) 18=-537(F) 19=-617(F) 20=-489(F) 21=-672(F) 22=-675(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall n A ek' 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 ivi iT fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/frPlf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 i ( r Job Truss Truss Type Qty Ply LOT 42/1 WATERSTONE T21308069 2472631 Vol Valley 1 1 Job Reference o tional teuaaers mrsysource trianl city, t-Ll, Plate Offsets (X,Y)-- [2:0-3-0,Edge runt i ty, t-L - 3300t, o.zwu s mar a ZULU MI I eK Inausine5, Inc, 1 ue aep "I0 'io: I r:m1 ZUZU rage I ID:cJkf7geP1 bR?kKQd_1691 iy91B6-VAR1503pmEhaV7icu Wkl 1 P3VaXS3K2fJjXrOkDydNKc -1-4-0 5-8-0 1 4-0 5-8-0 2x4 II 4 3x4 = 2x4 65 1 2x4 II Scale=1:25.6 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 0.70 BC 0.31 WB 0.16 Matrix-R DEFL. in Vert(LL) 0.00 Vert(CT) -0.00 Horz(CT) -0.00 (loc) I/defl L/d 1 n/r 120 1 n1r 120 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 31 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-0 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. (size) 7=5-8-0, 5=5-8-0, 6=5-8-0 Max Horz 7=236(LC 12) Max Uplift 7=-40(LC 12), 5=-57(LC 12), 6=-254(LC 12) Max Grav 7=186(LC 1), 5=91(LC 17), 6=263(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-298/119 WEBS 3-6=-253/524 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 2-10-0, Interior(1) 2-10-0 to 5-6-4 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 Qt=lb) 6=254. September 15,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511012020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall /� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I VI iTeka is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 I r r A Job Truss Truss Type Qty Ply LOT 42/1 WATERSTONE T21308070 2472631 V02 Valley 1 1 Job Reference o tional t3wlaers i-IrstSource (Flan( city, F-L), Fiant city, t-L - J3b6/, c,z4U s Mar 9 zuzu MI I etc Inauslrles, Inc. I ue Sep to io:i I:S`J zuzu rage i ID:cJkf7geP1 bR?kKQd_p691 iy9iB6-VAR1503pmEhaV7icUWkl 1 P3cFXVdK2rJjXrOkDydNKc 6-6-3 6-63 Y 0 0 2x4 11 3 5 4 2x4 i 2x4 II 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip. DOL 1.25 TC 0.21 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P 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) 1=6-5-11, 4=6-5-11, 5=6-5-11 Max Horz 1=179(LC 12) Max Uplift 4=-70(LC 12), 5=-206(LC 12) Max Grav 1=68(LC 1), 4=101(LC 17), 5=299(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-311/122 WEBS 2-5=-236/485 Scale=1:19.8 PLATES GRIP MT20 2441190 Weight: 25 lb 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-9 to 4-7-9, Intedor(1) 4-7-9 to 6-4-7 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 5=206. September 15,2020 & WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANS11TFII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 4211 WATERSTONE T21308071 2472631 V03 Valley 1 1 Job Reference o tional tsunaers mrstbource imant any, t-y, Flan[ city, t-L - 335b t, d.z4U s Mar g zuzu Mi I eK Industries, Inc. I ue Sep 15 13:18:00 2020 Page 1 ID:cJkf7geP1bR?kKQd_p691iy9iB6-zM_71M3RXXpR7HHo1EFGadckJxga3XLTyBayGgydNKb 4-6-3 4-6-3 V 4 0 2x4 i 2x4 II 2 Scale = 1:14.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-3 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. REACTIONS. (size) 1=4-5-11, 3=4-5-11 Max Horz 1=116(LC 12) Max Uplift 1=-49(LC 12), 3=-107(LC 12) Max Grav 1=141(LC 17), 3=155(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-127/262 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) 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) 1 except Qt=lb) 3=107. September 15,2020 & WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall n q building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 V I �Tek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7PI1 Quality. Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Truss Truss Type Qty Ply WATERSTONE 12Job T21308072 472631 VO4 Valley 1 1 [LOT42/1 Reference (optional) t.-ia„, —y, I any, �r--��� , o.C9u s Niar a GULL/ MI I eK Inaustnes, Inc. I ue Sep lU ls:ld:uu Zulu Nage i ID:cJkf7geP1 b R?kKQd_p691 iy9iB6-zM_71M3RXXpR7HHol EFGadcpxxsg3XLTyBayGgydNKb 2.6-3 2-6-3 v g 0 2x4 i 2x4 II 2 3 Scale = 1:9.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 I BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 nla n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 8 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-3 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. REACTIONS. (size) 1=2-5-11, 3=2-5-11 Max Horz 1=54(LC 12) Max Uplift 1=-23(LC 12), 3=-50(LC 12) Max Grav 1=66(LC 17), 3=72(LC 17) 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=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) 1, 3. September 15,2020 • A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Y Symbols Numbering System PLATE LOCATION AND ORIENTATION 14-1 3/4' Center plate on joint unless x, y 6-4-8 dimensions shown in ft-in-sixteenths offsets are indicated. (Drawings not to scale) Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 and fully embed teeth. 2 3 TOP CHORDS ci-2 c2-3 O'1/tfi r WEBS c3ro 4 0 m �� � p 1L U O a I — For 4 x 2 orientation, locate c7 a BOTTOM CHORDS o plates 0- rre' from outside edge of truss. 8 7 6 5 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See SCSI. 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 This symbol Indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE - locations are regulated by ANSI/TPI 1. required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 7. Design assumes trusses will be suitably protected from connector plates. THE LEFT. the environment in accord with ANSI/TPI 1. "Plate location details available in MiTek 20120 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. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek® MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 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. 21.The design does not take into account any dynamic or other loads other than those expressly stated. r