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HomeMy WebLinkAboutTruss000 258 Southhall Lane, Suite 200 Maitland, Florida 32751 D8 rF1Website: P: (321) 972-0491 1 F: (407) 880-2304 E: info@fdseng.com www.fdseng.com 0 ASSOCIATES September 21, 2020 Building Department Ref: Lot: Subdivision: Address: Model: KA # Truss Company: Date of drawings: Job No.: . Wind Speed: Exposure: Truss Engineer: Adams Homes Lot 30 Blk 1 Fort Pierce - Waterstone 8712 Merano Ave. 1780 A RHG 3CF 20-6601 Builders First Source 9/11/20 2472619 160 C Joaquin Velez To whom it may concern, RECEIVED O C T 2 7 Z020 [ST. Lucie County, Permitting 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 Sincerely, 9/21/2020 Carl A. Brown, P.E. FL. # 56126 Luis P: FL. # 8 "Doing Business with a Service Mindset and an Eye for Detail" w� CONNECTORS SCHEDULE ROOF TRUSS Q Ip MODEL ROOF UPLIFT SYM 0 A* LUS24 / JUS24 895 / 835 1490 /510 ALA' 7 A HTU26/ THD26 3600 / 3470 1555 / 2330 ILA 0 B HTU28 / THD28 4680 / 5040 2140 / 2330 ILB 0 C HTU26-2 / THD26-2 3600 / 3355 2175 / 2340 1 lc 0 D HTU28-2 / THD28-2 4680 / 5005 34854 2595 1 ID 0 E HGUS26-2 / THDH26-2 5320 / 5245 2155 / 2340 1 IE 0 F HGUS28-2 / THDH28-2 7460 / 8025 3235 / 3330 1 LF 0 G HGUS26-3 / THDH26-3 5230 / 5245 2155 / 2340 1 LG 0 H HGUS28-3 / THDH28-3 7460 / 7835 3235 / 4370 1 LH 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.: 20-6601 Project Eng.: Luis Torres Project Name: Adams Homes - Fort Pierce - Waterston - Lot 30 Blk. 1 VERIFY ALL DIMENSIONS AND CEILING CONDITIONS PRIOR TO APPROVAL SOME MUNG FRAMING REQUIRED IN FIELD BY BUILDER MAIN WAND FORCE RESISMNO SYSTEM,CC HYBR O WIND ASCE7-10 IMPORTANT ENCLOSED EXPOSURE CATEDORY C OCCUPANCY CArEGORr G This Drawing Must Be Approved And WIND LOAD YAWW= IMPORTATANCECE FACTOR ILO Returned Before Fabrication Will TRUSSES HAVE BEEN DESIGNED FOR A 10A PSF BOTTOM CHORD LIVE LOAD Begin. For Your Protection Check All NONCONCURRENT WITH ANY ORIER LIVE LOAM Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL• 20 PSF TCLL: 40 PSF BEEN ACCEPTED. TCDL: 07 PSF TCDL• 10 PSF BCDL• 10 PSF BCDL• 6 PSF By Data TOTAL, 37 PSF TOTAL:- 66 PSF DURATION: 1.26 DURATION: 1.00 CAUTIONM DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-Bl SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (10. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backeharges 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: 6N2 CEILING PITCH: 3112 TOP CHORD SIZE 2 X 4 BOTTOM CHORD SIZE: 2X4 OVERHANG LENGTH: 16" END CUT. Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2017 BEARING HEIGHT SCHEDULE BUILDER: Adams Homes PROJECT: Single Family MODEL- 1780 A 3-CAR ADDRESS: 8712 MERANO AVE LOT / BLOCK: 3011 SUBDIVISION: WATERSTONE CITY: I FORT PIERCE DRAWN BY: K SANCHEZ JOB # : 2472619 DATE: 1 09111/2020 SCALE: NTS PLAN DATE: 1 2020 REVISIONS: 1. 2. 3. 4. 4408 Airport Road PRIM City, FL 33663 Ph. (813) 306-1300 Fax (813)306.1301 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RE: 2472619 - LOT 30/1 WATERSTONEi(iVSA; Inc. Site Information: Pa ke Egst Blvd. Customer Info: Adams Homes Port St Lucie Project Name: 2472619 Model 1780$,�4p s Lr -3.6 0-4115 Lot/Block: 30/1 Subdivision: WATERSTONE Address: 8712 MERANO AVE, . ST. Lucie County, Permitting 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 38 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 T21277067 A01 9/11/20 2 T21277068 A02 9/11/20 3 T21277069 A03 9/11/20 4 T21277070 A04 9/11/20 5 T21277071 A05• 9/11/20 6 T21277072 A06 9/11/20 7 T21277073 A07 9/11/20 8 T21277074 A08 9/11/20 9 T21277075 A09A 9/11/20 10 T21277076 A10A 9/11/20 11 T21277077 A11 A 9/11/20 12 T21277078 Al2A 9/11/20 13 T21277079 Al3A 9/11/20 14 T21277080 A14A 9/11/20 15 T21277081 A15A 9/11/20 16 T21277082 C1 9/11/20 17 T21277083 C1A 9/11/20 18 T21277084 C1 P 9/11/20 19 T21277085 C1V 9/11/20 20 T21277086 C3 9/11/20 21 T21277087 C3A 9/11/20 22 T21277088 C3P 9/11/20 No. Seal# Truss Name Date 23 T21277089 C3V 9/11/20 24 T21277090 C5 9/11/20 25 T21277091 C5A 9/11/20 26 T21277092 C5P 9/11/20 27 T21277093 C5V 9/11/20 28 T21277094 D01 9/11/20 29 T21277095 D02 9/11/20 30 T21277096 D03 9/11/20 31 T21277097 E6A 9/11/20 32 T21277098 E7 9/11/20 33 T21277099 E7P 9/11/20 34 T21277100 E7V 9/11/20 35 T21277101 1-16A 9/11/20 36 T21277102 H7 9/11/20 37 T21277103 H7P 9/11/20 38 T21277104 H7V 9/11/20 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 11,2020 Velez, Joaquin 1 of 1 Job Truss Truss Type Qty Ply LOT 30/1 WATERSTONE 2472619 A01 Special Truss 10 1 T21277067 Job Reference o tional - ---•-- ••• -••„ • -n �••, Y. o.z,+u s mar s zuzu mi i eK inaustnes, Inc. t-n Sep 11 11:45:06 2020 Page 1 ID:g65k6Z?uV IIUQXUS7?YA4XyW46R-Fcp7X4dTUwji_XA7dfEcs72XEZStPO DjcRwNgFyej3h 1-4-0 8-8-0 14-4-13 20-0-0 25-7-3 31-4-0 40-0-0 1-4-0 4-0 5-8-12 5-7-3 5-7-3 5-8-12 8-8-0 -4-0 6.00 5x8 % 3.00 12 5x6 3x6 8-8-0 14-4-13 20-0.0 25-7-3 31-4-0 40-0-0 8-8-0 5-8-12 5-7-3 5-7-3 F-A_19 n_o_n Scale = 1:71.7 5x8 zz Plate Offsets (X Y)— [2:0-2-7 Edge] [3:0-3-0 0-3-0][5:0-3-8 0-2-81 [7:0-3-0 0-3-01 [8'0-2-7 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.56 13 >862 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.96 Vert(CT) -0.8413-14 >569 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.59 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 207 lb FT = 20 LUMBER - TOP CHORD 2x4 SP No.2 *Except` 1-3,7-9: 2x4 SP M 31 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, 8=0-8-0 Max Horz 2=437(LC 9) Max Uplift 2=-803(LC 10), 8=-803(LC 10) Max Grav 2=1552(LC 1), 8=1552(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-15 cc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. WEBS 1 Row at midpt 5-13, 6-13, 7-11, 4-13, 3-14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4863/2613, 3-4=-3009/1788, 4-5=-2143/1417, 5-6=-2143/1417, 6-7=-3009/1788, 7-8=-4863/2613 BOT CHORD 2-15=-2145/4642, 14-15=-2031/4385, 13-14=-1151/2717, 11-13=-1151/2633, 10-11=-2031/4139, 8-10=-2145/4380 WEBS 5-13=-888/1571, 6-13=-1132/690, 6-11=-341/812, 7-11 =-1 678/965, 7-10=-449/1158, 4-13=-1198/690, 4-14=-341/877, 3-14=-1830/965, 3-15=-449/1230 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=5.Opsf; h=15ft; 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 16-0-0, Extedor(2) 16-0-0 to 24-0-0, Interior(1) 24-0-0 to 37-4-0, Extedor(2) 37-4-0 to 41-4-0 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. 6) Bearing atjoint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ,y capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 803 lb uplift at joint 2 and 803 lb uplift at joint 8. September 11,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1 W2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not�- a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11nP/1 Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke East Blvd. D 20601 Tampa, Parke 36610 East Job Truss Truss Type Qty Ply LOT 30/1 WATERSTONE T21277068 2472619 A02 Hip Truss 1 1 Job Reference (optional) 0 oource triani Oily, FL), Plant city, Pt-- ss015/, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 11 11:45:07 2020 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R jpNVkQe5EErZchIJAMIrPKaizzo38s3tr5fwChyej3g 1-4-0 8-8-0 14-4-11 19-0-0 21-0-0 25-7-4 31-4-0 40-0-0 1-4-0 -4-0 8-8-0 5-8-11 4-7-4 2-0-0 4-7-4 5-8-11 8-8-0 -4-0 Scale = 1:74.3 5x8 % 3.00 12 6.00 12 5x6 = 5x6 = 3x6 = 5x8 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 0.68 Vert(LL) 0.55 14 >880 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.83 16-17 >579 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.58 9 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-MSH Weight: 215 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-9-15 oc purlins. 1-3,8-10: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 3-16, 4-15, 7-14, 8-12 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=-418(LC 8) Max Uplift 2=-803(LC 10), 9=-803(LC 10) Max Grav 2=1552(LC 1), 9=1552(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4865/2834, 3-4=-3006/1952, 4-5=-2236/1610, 5-6=-1956/1522, 6-7=-2236/1610, 7-8=-3006/1952, 8-9=-4865/2834 BOT CHORD 2-17=-2347/4625, 16-17=-2224/4370, 15-16=-1295/2705, 14-15=-815/1956, 12-14=-1295/2630, 11-12=-2224/4141, 9-11=-2347/4382 WEBS 3-17=-493/1220, 3-16=-1826/1019, 4-16=-367/910, 4-15=-1180/729, 5-15=-511/817, 6-14=-511/817, 7-14=-1118/729, 7-12=-367/848, 8-12=-1681/1019, 8-11=-493/1158 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=5.Opsf; h=15ft; 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 13-4-2, Exterior(2) 13-4-2 to 26-7-14, Interior(1) 26-7-14 to 37-4-0, Exterior(2) 37-4-0 to 41-4-0 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) 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. Z) 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 803 lb uplift at joint 2 and 803 lb uplift at joint 9. September 11,2020 ® 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 iVliTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIyrPlf 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 30/1 WATERSTONE7�T21277069 2472619 A03 Hip Truss 1 �Ply�JLIC)T rs,^'a�• F' tS b Reference (optional) O s Irs ource (Plant Clty, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 11 11:45:08 2020 Page 1 I D:g65k6Z?uVliuQXUS7?YA4XyW46R-B?xtxmfj?XzQErJ Vk4G4xY7sU M8otEuO3lPTk7yej3f 1-4-0 8-8-0 12-6-4 17-0-0 23-0-0 27-5-12 31-4-0 40-0-0 1-4-0 -4-0 8-8-0 3-10-4 4-5-12 6-0-0 4-5-17 3-10-4 8-8-0 -4-0 5x6 = 6.00 12 5x8 = 5x8 % 3.00 12 5x8 1-4-0 Scale = 1:73.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.56 11-13 >859 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.97 11-13 >496 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.57 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 206 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins. 1-3,8-10: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 6-14 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=377(LC 9) Max Uplift 2=-803(LC 10), 9=-803(LC 10) Max Grav 2=1552(LC 1), 9=1552(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4912/2953, 3-4=-4943/3166, 4-5=-2530/1809, 5-6=-2231/1708, 6-7=-2530/1809, 7-8=-4807/3166,8-9=-4859/2953 BOT CHORD 2-15=-2454/4688, 14-15=-1614/3101, 13-14=-1056/2230, 11-13=-1613/2938, 9-11=-2454/4374 WEBS 3-15=-375/383, 4-15=-1186/2202, 4-14=-1111/775, 5-14=-458/828, 6-14=-254/256, 6-13=-458/922, 7-13=-1046/775, 7-11 =-1 186/2050, 8-11=-386/383 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=5.Opsf; h=15ft; 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 11-4-2, Exterior(2) 11-4-2 to 28-7-14, Interior(1) 28-7-14 to 37-4-0, Extedor(2) 37-4-0 to 41-4-0 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) 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. 1 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 803 lb uplift at joint 2 and 803 lb uplift at joint 9. September 11,2020 ®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 iviiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and 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 p Truss T21277070 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 11 11:45:09 2020 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-fBVF96fLmr5Hr?uhlnnJUlgOtmSGcnRAIP81 GZyej3e 1-4-0 8-8-0 15-0-0 20-0-0 25-0-0 31.4-0 40-0-0 -4-0 8-8-0 6-4-0 5-0-0 5-0-0 6.4-0 8-8-0 -4-0 5x6 = 6.00 12 3x4 = 5x6 = 5 6 23 Scale = 1:74.0 m 0 6 5x8 % 3.00 12 5x8 zz 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/TPI2014 LUMBER. TOP CHORD 2x4 SP No.2 *Except* 1-3,7-9: 2x4 SP M 31 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, 8=0-8-0 Max Horz 2=-336(LC 8) Max Uplift 2=-803(LC 10), 8=-803(LC 10) Max Grav 2=1552(LC 1), 8=1552(LC 1) CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.78 Vert(LL) 0.56 13 >865 240 MT20 244/190 BC 0.98 Vert(CT)-1.0311-13 >464 180 MT20HS 187/143 WB 0.50 Horz(CT) 0.60 8 n/a n/a Matrix-MSH Weight: 196 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-13, 7-11 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4936/3142, 3-4=-2888/2020, 4-5=-2535/1918, 5-6=-2535/1918, 6-7=-2888/2020, 7-8=-4875/3142 BOT CHORD 2-14=-2631/4682, 13-14=-2498/4426, 11-13=-1464/2658, 10-11=-2498/4152, 8-10=-2631/4393 WEBS 3-14=-556/1217, 3-13=-1953/1281, 4-13=-553/979, 5-13=-345/216, 5-11=-345/216, 6-11=-553/979, 7-11=-1830/1281, 7-10=-556/1154 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=5.0psf; h=15ft; 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 9-4-2, Exterior(2) 9-4-2 to 30-7-14, Interior(1) 30-7-14 to 37-4-0, Exterior(2) 37-4-0 to 41-4-0 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) 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 = IO.Opsf. j) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 803 lb uplift at joint 2 and 803 lb uplift at joint 8. September 11,2020 ® 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 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 {� s building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iViiTe 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 ANSUTP11 Quality Criteria, DSB-89 and BCSI Building. Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36616 ;s Type Qty Ply LOT 30/1 WATERSTONE T21277071 Truss 1 � FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 11 11:45:10 2020 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-703dMSg_X9D8T9TusUlYlzCBjAxQL7TJX3uapOyej3d 1-4-0 9-4-0 13-0-0 17-4-0 20-8-0 27-0-0 31.4-0 40-0-0 1-4-0 -4-0 9-4-0 3-8-0 4-4-0 3-4-0 6-4-0 4-4-0 82-0 -4-0 Scale = 1:74.0 6.00 12 5x8 = 2x4 II 5x8'. _ 4 26 27 5 28 296 3x6 = 1.5x8 STP = 5x8 = 3x6 = 3x4 11 3x6 3x6 11 3.00 12 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) 0.47 17-20 >240 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) 0.37 17-20 >301 180 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.12 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 215 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except` TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 1-3,7-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: BOT CHORD 2x4 SP M 31 *Except* 10-0-0 cc bracing: 12-14 5-14: 2x4 SP No.1 WEBS 1 Row at midpt 4-12 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0, 17=0-8-0 Max Horz 2=295(LC 9) Max Uplift 2=-428(LC 20), 8=-568(LC 10), 17=-1158(LC 10) Max Grav 8=1056(LC 16), 17=2283(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-579/1322, 4-5=-1076/942, 5-6=-1078/933, 6-7=-1589/1168, 7-8=-2784/1774 BOT CHORD 2-17=-1171/736, 16-17=-1170/736, 5-12=-447/500, 11-12=-566/1380, 10-11=-1300/2332, 8-10=-1379/2483 WEBS 3-17=-2036/1331, 4-16=-1039/616, 4-12=-889/1470, 6-12=-435/212, 6-11=-378/731, 7-11 =-1 221/864, 7-10=-284/715, 12-16=-307/380, 3-16=-621/1510 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=5.Opsf; h=15ft; 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 7-4-2, Exterior(2) 7-4-2 to 18-7-14, Interior(1) 18-7-14 to 21-4-2, Exterior(2) 21-4-2 to 32-7-14, Interior(1) 32-7-14 to 37-4-0, Exterior(2) 37-4-0 to 41-4-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 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 428 lb uplift at joint 2, 568 lb uplift at joint 8 and 1158.Ib uplift at joint 17. a September 11,2020 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 M �T�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 ANS117PI1 Quality Criteria, DSB-89 and SCSI Building Component Blvd. e East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, 6904 Parke 36610 East 0 0 4 Iy N 0 I Job Truss Truss Type LOT 30/1 WATERSTONET21277072 2472619 A06 Hip Truss11 �Qt7 Job Reference o tional 1.4-0 6-11-0 11-0-0 15-1-: -0-0 6-11-6 4-1-0 4-1-3 5x6 = 5x6 = 427 28 5 29 m a 4- rvu i vK muuslnes, inc. r-n oep -it l l:4Da 1 zuzu rage 1 ID:g65k6Z?uV IiuQXUS7?YA4XyW46R-cacOaohclSL?5J24PCpnZAIJHaEF4dkSmjd7LSyej3c 29-0-0 31-4-0 40-0-0 1-4-0 8-4-0 2-4-0 8-8-0 -4-0 3x4 11 5x8 = 6 30 31 7 32 1.5x8 STP = 3x6 = V 2x4 11 3x6 3x6 = 6x8 = 5x8 = 3.00 112 1-0-0 , 1 40-0-0 Scale = 1:72.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.43 18-21 >261 240 MT20 2441190 TCDL 7.0 Lumber-DOL 1.25 BC 0.62 Vert(CT) 0.3418-21 >326 180 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.13 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 212 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied or 5-0-10 oc bracing. Except:. 6-15: 2x4 SP No.2 10-0-0 oc bracing: 13-15 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-13, 4-18 REACTIONS. (size) 2=0-8-0, 9=0-8-0, 18=0-8-0 Max Horz 2=254(LC 9) Max Uplift 2=-563(LC 20), 9=-545(LC 10), 18=-1258(LC 10) Max Grav 9=1008(LC 16), 18=2474(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-662/1561, 3-4=-708/1651, 5-6=-1123/863, 6-7=-1181/910, 7-8=-1841/1321, 8-9=-2624/1687 BOT CHORD 2-18=-1366/768, 16-18=-864/721, 6-13=-427/449, 12-13=-715/1632, 11-12=-1227/2216, 9-11=-1297/2342 WEBS 5-16=-1007/686, 13-16=-94/308, 5-13=-745/1365, 7-13=-538/314, 7-12=-479/850, 8-12=-991/770, 8-11=-296/639, 4-16=-781/1369, 4-18=-2070/1192, 3-18=-364/530 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=5.Opsf; h=15ft; 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 5-4-2, Exterior(2) 5-4-2 to 16-7-14, Interior(1) 16-7-14 to 23-4-2, Exterior(2) 23-4-2 to 34-7-14, Intedor(1) 34-7-14 to 37-4-0, Exterior(2) 37-4-0 to 41-4-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pontiing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 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 563 lb uplift at joint 2, 545 lb uplift at . joint 9 and 1258 lb uplift at joint 18. v September 11,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev, 5/1012020 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 iVliTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS177P/f Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke East Blvd. D 20601 Tampa, Parke 36610 East as Type Truss 1 30/1 T21277073 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 11 11:45:12 2020 Page ID:g65k6Z?uVliuQXUS7?YA4XyW46R-4mAOn8iE3mTsiSdGzvLO601W4_Vcp6Sc NNhtuyej3b 1-4-0 6-1-11 -10- 14-7-9 20-8-0 25-10-8 31-0-0 33-10-5 40-0-0 1-4.0 -4-0 6-1-11 2-10-5 5-7-9 6-0-7 5-2-8 5-1-8 2-10-5 6-1-11 -4-0 5x6 = 5x12 = 2x4 II 3x4 = 6.00 12 4 27 28 5 29 6 730 31 32 85x6 = Scale = 1:72.6 1.5x8 STP = 17 - .. 14 3x6 = 6x8 = 3x6 = 2x4 II 3.00 112 3x6 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.41 18-21 >269 240 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -1.02 12-13 >365 180 BCLL 0.0 Rep Stress Incr YES WB 0.61 HOrz(CT) 0.16 10 n/a n/a BCDL 10.0 Cade FBC2017/TPI2014 Matrix-MSH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 6-15: 2x4 SP No.3, 12-13: 2x4 SP No.1 WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 2=0-8-0, 10=0-8-0, 18=0-8-0 Max Horz 2=213(LC 9) Max Uplift 2=-795(LC 20), 10=-517(LC 10), 18=-1401(LC 10) Max Grav 10=942(LC 16), 18=2763(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-910/2051, 3-4=-1044/2131, 4-5=-932/1929, 5-6=-1124/716, 6-7=-1174/715, 7-8=-188911298, 8-9=-2268/1467, 9-10=-2556/1729 BOT CHORD 2-18=-1802/978, 16-18=-348/435, 6-13=-274/258, 12-13=-933/1845, 10-12=-1364/2297 WEBS 4-18=-1117/655, 5-18=-2006/1173, 5-16=-4/271, 13-16=-382/494, 5-13=-796/1612, 7-13=-753/718, 8-12=-433/811, 3-18=-310/524, 9-12=-319/426 PLATES GRIP MT20 244/190 Weight: 206 lb FT = 20% Structural wood sheathing directly applied or 3-3-7 oc purlins. Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 13-15 1 Row at midpt 5-18 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=5.Opsf; h=15ft; 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 3-4-2, Exterior(2) 3-4-2 to 14-7-14, Interior(1) 14-7-14 to 25-4-2, Exterior(2) 25-4-2 to 36-7-14, Interior(1) 36-7-14 to 37-4-0, Exterior(2) 37-4-0 to 41-4-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 10 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 795 lb uplift at joint 2, 517 lb uplift at joint 10 and 1401, lb uplift at joint 18. ®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 temporaryand permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component Safetylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 September 11,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 uoD Truss Truss Type City Ply LOT 30/1 WATERSTONE 2472619 �A08 HIP TRUSS 1 Job Reference (optional) T21277074 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 11 11:45:17 2020 Page 1 11--04--00 7-0-0 9-4-0 16-9 I D:g65k6Z?uVIiuQXUS7?YA4XyW46R-Qk4_-1H-1g4rm Nul59pEVEmTwBpR?Oar?En U KOL8f4SZ6yej3 W Sz-s -o--o 14ao 12 1--030o a0 02-4-0 2-6-11 0 1 461 3 37-7-0-01110 5x6 = 4x6 = 5x8 = 7x10 = 5x6 = 6.00 12 3 4 31 5 32 33 8 34 7 1.5x8 STP = ;1 2 R 24 39 22 20 3x6 — \ 4x6 = 6x88 =.3x6 = 2x4x4 I 5x8 = 40 1.5x8 STP = FASTEN TRUSS TO BEARING FOR THE UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. 16-9-5 2x4 II 5x8 = 6x8 = 35 8 3637 9 38 10 1 19 6x8 = 18 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) BCLL 0.0 Rep Stress Inca NO WB '0.76 Horz(CT) BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH LUMBER- BRACING- TOP.CHORD 2x4 SP No.2 *Except* TOP CHORD 3-6: 2x6 SP No.2, 6-10: 2x6 SP M 26 BOT CHORD BOT CHORD 2x4 SP No.2 *Except* 7-19: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0, 23=0-8-0 Max Horz 2=171(LC 7) Max Uplift 2=-1987(LC 30), 12=-101 O(LC 8), 23=-3680(LC 8) Max Grav 2=698(LC 6), 12=1752(LC 30), 23=6103(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2014/4659, 3-4=-1650/4034, 4-5=-2999/5822, 5-6=-233/357, 6-7=-3651/1986, 7-8=-5436/3045, 8-9=-5436/3045, 9-10=-5153/2830, 10-11=-5589/3025, 11-12=-5355/2906 BOT CHORD 2-24=-4194/1941, 23-24=-5874/3238, 21-23=-2813/1612, 20-21=-2813/1612, 17-19=0/368 7-17=-1105/839, 16-17=-1804/3803, 15-16=-3073/5812, 14-15=-3073/5812, 12-14=-2489/4775 WEBS 3-24=-2400/1233, 4-23=-3197/2212, 5-21=0/302, 5-20=-1803/3418, 6-20=-2048/1235, 17-20=-255/254, 6-17=-2110/4079, 7-16=-1109/1847, 8-16=-546/428, 9-16=-482/311, 9-15=-17/317, 9-14=-880/539, 10-14=-868/1927, 11-14=-603/773, 4-24=-2319/3458, 5-23=-4188/2224 16 42 15 43 14 3x8 = 2x4 II 5x8 = in (loc) I/defl _ Lid 0.3715-16 >996 240 -0.46 15-16 >798 180 0.17 12 n/a n/a Scale = 1:72.6 2x4 = 11 � 1.5x8 STP = m � rr 12 13 Iq o 3.00 12 46 PLATES GRIP MT20 244/190 Weight: 472 lb FT = 20 Structural wood sheathing directly applied or 4-4-5 oc purlins. Rigid ceiling directly applied or 4-11-5 oc bracing. Except: 10-0-0 oc bracing: 17-19 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 oc, 2x6 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide " will fit between the bottom chord and any other members. 8) Bearing atjoint(s) 12 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 1987 lb uplift at joint 2, 1010 lb uplift at joint 12 and 3680 lb uplift at joint 23. September 11,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/1 B/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 andbracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke East Blvd. D 20601 Tampa, Parke 36616 East ,z 1 yP= Vty ply LOT 3011 WATERSTONE TRUSS _ T21277074 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 11 11:45:17 2020 Page NOTES- ID:g65k6Z?uVIiuQXUS7?YA4XyW46R-Qk_HgrmNu 159pEVEmTwBpR?Or?En UKOL8f4SZ6yej3 W 10) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated at Joint (2). 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 149 lb down and 181 Ib up at 7-0-0, 149 lb down and 171 lb up at 9-0-12, 178 lb down and 178 Ib up at 11-0-12, 178 lb down and 178 lb up at 13-0-12, 178 lb down and 178 lb up at 15-0-12, 178 lb down and 178 lb up at 17-0-12, 178 lb down and 178 lb up at 19-0-12, 178 lb down and 178 lb up at 20-11-4, 172 lb down and 165 lb up at 22-11-4, 172 lb down and 165 lb up at 24-11-4, 172 lb down and 165 lb up at 26-11-4, 172 lb down and 165 lb up at 28-11-4, and 172 lb down and 1651b up at 30-11-4, and 352 lb down and 373 lb up at 33-0-0 on top chord, and 368 lb down and 436 lb up at 7-0-0, 84 lb down at 11-0-12, 84 lb down at 13-0-12, 84 lb down at 15-0-12, 84 lb down at 17-0-12, 84 lb down at 19-0-12, 84 lb down at 21-2-4, 81 lb down and 34 lb up at 22-8-0, 81 lb down and 34 lb up at 24-11-4, 81 lb down and 34 lb up at 26-11-4, 81 lb down and 34 lb up at 28-11-4, and 81 lb down and 34 lb up at 30-11-4, and 350 lb down and 135 lb up at 32-10-8 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: 1-3=-54, 3-10=-54, 10-13=-54, 19-25=-20, 18-19=-20, 14-17=-20, 14-28=-20 Concentrated Loads (lb) Vert: 3=-88(F) 10=-189(F) 22=-63(F) 19=-63(F) 7=-112(F) 14=-334(F) 24=-368(F) 4=-88(F) 21=-63(F) 5=-112(F) 20=-63(F) 6=-112(F) 8=-103(F) 16=-72(F) 15=-72(F) 9=-103(F) 18=-72(F) 31=-112(F) 33=-112(F) 34=-112(F) 35=-103(F) 37=-103(F) 38=-103(F) 39=-63(F) 40=-63(F) 42=-72(F) 43=-72(F) WARNING -Verify fy design g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFOREUSE. Design valid for use only with MTekO 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 and is for incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/orchard members only. Additional temporary and permanent bracing Mire i(� is always required for stability erection io prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and BCSI Building Component Blvd. Tampa, 6904 Parke Easte East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Job Truss Truss Type Qty Ply LOT 30/1 WATERSTONE T21277075 2472619 A09A Hip Truss 1 1 Job Reference (optional „ou�,�o 1Pmin . y, rL/, Plain City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 11 11:45:18 2020 Page 1 ID:g65k6Z?uV liuQXUS7?YA4XyW46R-uwXf2Bm?fcEOQN4QKARQLfXVnOXaDnbUNJq?5Yyej3V 1-4-0 8-8-0 13-6-0 18-4-0 20-4-8 1-8-0 27-4-9 33-6-5 40-0-0 1-4-0 8-8-0 4-10.0 4-10-0 2-0-8 1-3-8 5-8-9 6-1-12 6-5-11 6.00 12 3x6 � 3.00 12 Scale = 1:73.2 5x6 = 46 = 3x6 5 6 7 3x8 = — Zo 6x8 = 3x6 =3x4 20-6 a 20-5-0 M-0 18-4-0 zo-4-8 1-8-0 29-7-2 40.0-0 8-8-0 9-8-0 2-0-80- -6 7-11-2 10-4-14 0-1-4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 TCDL 7.0 Lumber DOL 1.25 BC 0.96 BCLL 0.0 * Rep Stress Incr YES WB 0.76 BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-13: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 13=0-3-8, 10=Mechanical Max Horz 2=396(LC 9) Max Uplift 2=-521(LC 10), 13=-583(LC 10), 10=-403(LC 10) Max Grav 2=798(LC 19), 13=1573(LC 1), 10=816(LC 16) DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.26 15-16 >964 240 MT20 244/190 Vert(CT)-0.5415-16 >461 180 Horz(CT) 0.05 13 n/a n/a Weight: 216 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 6-14 WEBS 1 Row at midpt 8-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1913/1311, 3-4=-2008/1565, 4-5=-329/520, 5-6=-311/547, 6-7=-185/486, 7-8=-196/440,8-9=-1033/761', 9-1 0=-1 318/905 BOT CHORD 2-16=-102611964, 15-16=-386/759, 13-14=-1120/495, 6-14=-1122/389, 11-13=-300/583, 10-11=-678/1128 WEBS 3-16=-497/452, 4-16=-895/1644, 4-15=-804/639, 6-15=-266/860, 8-13=-856/596, 8-11 =-1 87/621, 9-11=-439/406 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=5.Opsf; h=15ft; 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 12-8-2, Exterior(2) 12-8-2 to 27-4-9, Interior(1) 27-4-9 to 36-0-0, Exterior(2) 36-0-0 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) 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. $J Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 521 lb uplift at joint 2, 583 lb uplift at joint 13 and 403 lb uplift at joint 10. September 11,2020 ®WARNING - Vedfy design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. �* Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 19 07M Truss T21277076 tSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 11 11:45:19 2020 Page 1 ID:g65k6Z?uVIIUQXUS7?YA4XyW46R-N651 FXndQvMs2Xfcttzfus4hDov8yHmebzZZd_yej31.1 14-0 8-8-0 16-4-0 23-&0 31-7-5 40-0-0 1-4-0 7-8-0 4-0-820.48 3.3-8 7-11-5 8-4-11 5x6 = 6.00 12 4x6 = 5x8 = Scale = 1:72.7 3x6 3.00 12 6x8 = 3x4 = 3x6 = 2x4 II 3x6 = 20-64 a-3-0 18-4-0 20-0-8 20- 23-8-0 31-75 40-0-0 8-9-0 7-8-0 4-0-3 0 -8 3.1-12 7-115 a-0-11 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 0.92 Vert(LL) 0.20 9-21 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.35 15-18 >702 180 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(CT) -0.03 12 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight: 217 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-12 cc bracing. 5-12: 2x4 SP WEBS 2x4 SP No.3 No.3 WEBS 1 Row at midpt 3-14, 6-12, 7-11 REACTIONS. (size) 2=0-8-0, 12=0-3-8, 8=Mechanical Max Horz 2=355(LC 9) Max Uplift 2=-517(LC 10), 12=-591(LC 10), 8=-399(LC 10) Max Grav 2=791(LC 19), 12=1576(LC 1), 8=769(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP.CHORD 2-3=-1920/1415, 3-4=-459/611, 4-5=-428/660, 5-6=-139/452, 6-7=-396/531, 7-8=-1166/877 BOT CHORD 2-15=-1131/1944, 14-15=-1067/1808, 12-13=-969/523, 5-13=-928/509, 9-11=-629/973, 8-9=-629/971 WEBS 3-15=-205/637, 3-14=-1507/1019, 5-14=-407/914, 6-12=-759/426, 6-1 l=-253/556, 7-11=-912/671, 7-9=0/365 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 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 10-8-2, Exterior(2) 10-8-2 to 29-3-14, Interior(1) 29-3-14 to 36-0-0, Exterior(2) 36-0-0 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 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. $) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 517 lb uplift at joint 2, 591 lb uplift at joint 12 and 399 lb uplift at joint 8. September 11,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not�- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For. general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI17P11 Quality Criteria, DSB-89 and BCSI Building. Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 30/1 WATERSTONE T21277077 2472619 A11A Hip Truss 1 1 Job Reference o tional Pirstaource (Plant city, FL), Plant city, FL - 33551, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 11 11:45:20 2020 Page 1 I D:g65k6Z?uVliuQXUS7?YA4XyW46R-rJfPTtbFBDUjgh EpRbUuR4dt8CGdheingdJ69Ryej3T 1-4-0 8-8.0 14-4-0 25-8-0 33-1-9 40-0.0 -4-0 X. 5-8-0 11-4-0 7-51 6-10-7 Scale = 1:72.1 6.00 12 5x6 = 4x6 = 5x8 = 5 236 3x6 % 3.00 12 6x8'= 3x4 = 3x6 = 1 q_zn 2x4 II 3x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incf YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-12: 2x4 SP No.3 WEBS 2x4 SP No.3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.84 Vert(LL) 0.1915-18 >999 240 MT20 244/190 BC 0.80 Vert(CT)-0.3715-18 >673 180 WB 0.91 Horz(CT) 0.03 8 n/a n/a Matrix-MSH Weight: 207 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-10-3 oc bracing. WEBS 1 Row at midpt 6-12, 7-11 REACTIONS. (size) 2=0-8-0, 12=0-3-8, 8=Mechanical Max Horz 2=314(LC 9) Max Uplift 2=-507(LC 10), 12=-611(LC 10), 8=-388(LC 10) Max Grav 2=799(LC 19), 12=1558(LC 1), 8=777(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1940/1407, 3-4=-685/752, 4-5=-582/752, 5-6=-122/435, 6-7=-584/602, 7-8=-1278/946 BOT CHORD 2-15=-111611927, 14-15=-1050/1793, 12-13=-979/660, 5-13=-914/677, 11-12=-149/365, 9-11=-719/1083, 8-9=-717/1087 WEBS 3-15=-219/618, 3-14=-1279/883, 5-14=-435/943, 6-12=-750/387, 6-11=-203/539, 7-11=-804/633, 7-9=0/313 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=5.Opsf; h=15ft; 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 8-8-2, Exterior(2) 8-8-2 to 31-3-14, Interior(1) 31-3-14 to 36-0-0, Exterior(2) 36-0-0 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Referto girder(s) for truss to truss connections. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. R) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 507 lb uplift at joint 2, 611 lb uplift at joint 12 and 388 lb uplift at joint 8. September 11,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For. general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/iP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 2A Hip Truss 1 1 1 1 T21277078 Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 11 11:45:21 2020 Page 1 1 -44-00 55--1111--1 I D:g65k6Z-?0uV liuQXUS7?YA4XyW546R-IV Dog DptxXcaHrp?? I?7zH92fcccQ Bgx3H2fityej 3S --738-0 32-8--12 40-0-0 2-8-15 -120 4 7--012 7-3.4 Scale = 1:70.7 5x6 = 3x4 = 3x4 II 5x8 = 4 25 5 26 6 27 28 7 6x8 = 3x6 = 2x4 II 3x6 = 3x6 � 3.00 FIT _ _ 3x4 = 2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.18 16-22 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.81 Vert(CT) -0.3716-22 >666 180 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 203 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP ND.2 TOP CHORD Structural wood sheathing directly applied Or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-5-4 oc bracing. 6-13: 2x4 SP No.3 WEBS 1 Row at midpt 7-13 WEBS 2x4 SP No.3 REACTIONS. (size) 9=Mechanical, 2=0-8-0, 13=0-3-8 Max Horz 2=273(LC 9) Max Uplift 9=-370(LC 10), 2=-490(LC 10), 13=-648(LC 10) Max Grav 9=773(LC 16), 2=802(LC 15), 13=1554(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1938/1406, 3-4=-954/896, 4-5=-803/837, 5-6=-101/327, 6-7=-109/377, 7-8=-733/686, 8-9=-1215/916 BOT CHORD 2-16=-1115/1893, 15-16=-1053/1780, 14-15=-240/477, 13-14=-1014/730, 6-14=-362/380, 12-13=-242/526, 10-12=-673/1020, 9-1 0=-673/1020 WEBS 3-16=-239/579, 3-15=-1083/815, 4-15=-224/299, 5-15=-206/597, 5-14=-830/531, 7-13=-774/424, 7-12=-234/554, 8-12=-621/534, 8-10=0/257 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-4-0 to 2-8-0, Intedor(1) 2-8-0 to 6-8-2, Exterior(2) 6-8-2 to 17-11-14, Interior(1) 17-11-14 to 22-0-2, Exterior(2) 22-0-2 to 33-3-14, Interior(1) 33-3-14 to 36-0-0, Exterior(2) 36-0-0 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load noncoilcurrent with any other jive loads. 5) ' This truss has been designed for a live load of 20:Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/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 370 lb uplift at joint 9, 490 lb uplift at joint 2 and 648 lb uplift at joint 13. September 11,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid 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 iVliTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Qualify Criteria, DSB-89 and SCSI Building Component Blvd. e Eastast Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, 6904 Parke 3 Job Truss Truss Type Ply LOT 30/1 WATERSTONE 2472619 A13A Hip Truss �Qty 1 1 T21277079 Job Reference (optional) I ,ant ­uy, FL - 000v, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 11 11:45:22 2020 Page 1 ID:g65k6Z?uViiuQXUS7?YA4XyW46R-nhnAuYpVigkRv?OBZO WMW ViCKOxB9bZ4HwoDEJyej3R 1-4-0 8-8-0 10-4-0 15-4-8 20-4-8 25.0-8 29-8-0 3&11-3 40-0.0 1d-0 N1, 1-8-0 5-0-8 5-0-0 4-8-0 4-7-8 4-3-3 6-0-13 Scale = 1:70.7 5x6 = 5x6 = 2x4 II 3x4 = 2x4 II 4 26 527 6 28 7 29 85x6 = 3x6 3.00 FIT6x8 = 3x6 = 3x8 = 2x4 II 3x6 = 20-6-4 8-8-0 10-" 16-4-8 20-4-9 20 29-6-0 33-11-3 g0.0-0 3-8-0 1-8-0 5-0-8 5-0-0 0 -8 9-1-12 q3 tl gI- 3 1 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 TCDL 7.0 LumberDOL 1.25 BC 0.79 BCLL 0.0 Rep Stress Incr YES WB 0.77 BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-14: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 10=Mechanical, 2=0-8-0, 14=0-3-8 Max Horz 2=232(LC 9) Max Uplift 10=-360(LC 10), 2=-481(LC 10), 14=-666(LC 10) Max Grav 10=762(LC 16), 2=818(LC 15), 14=1520(LC 1) DEFL. in (loc) I/deft Lid PLATES GRIP Vert(LL)-0.1812-14 >999 240 MT20 244/190 Vert(CT)-0.3712-14 >622 180 Horz(CT) 0.04 10 n/a n/a Weight: 201 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-11-11 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-198511434, 3-4=-2113/1793, 4-5=-868/857, 5-6=-102/275, 6-7=-114/313, 7-8=-764/751, 8-9=-888/770, 9-10=-1258/995 BOT CHORD 2-17=-1136/1906, 16-17=-651/1243, 15-16=-455/856, 14-15=-909/608, 6-15=-258/238, 12-14=-256/421,11-12=-763/1070, 10-11=-763/1070 WEBS 3-17=-581/703, 4-17=-1041/1348, 4-16=-423/229, 5-16=-42/365, 5-15=-1091/691, 7-14=-699/525, 7-12=-149/398, 9-12=-484/503 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=5.Opsf; h=15ft; 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 4-8-2, Exterior(2) 4-8-2 to 15-11-14, Interior(1) 15-11-14 to 24-0-2, Exterior(2) 24-0-2 to 35-3-14, Interior(1) 35-3-14 to 36-0-0, Exterior(2) 36-0-0 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) 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. 43) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 360 lb uplift at joint 10, 481 lb uplift at joint 2 and 666 lb uplift at joint 14. September 11,2020 ® 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 MiTekG connectors. This design is based only upon parameters shown, and is for an individual building component, not * a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building. Component 6904 Parke East Blvd. Safety Informagon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 C Job Truss Type Qty Ply LOT 3011 WATERSTONET21277080 T1'1u4 2472619 Special Truss 1 1 Job Reference o tional ---------- • --- _ _„ .._... _ n - •-•••- , a GVGV IVII 1 C6 I11UVSnICS, mu. rn aep -I -I -I-I:vo:Z3 Zulu rage 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-FuLY5ug7T8slX9zO6j1 b2iFPgPGzu7HDWaXmmlyej3Q 1.4-0 &4-0 14-6-4 20-4-8 26-4.0 2 -0- 31-0.0 40-0-0 1-40 &40 6-2.4 s-1o44 7-11-8 0-8- 2-o-0 9-0-0 5x6 = 5x8 = 6.00 12 3 25 26 274 5x8 = 3x4 II 8x12 = 5x6 zZ 5 9A 6 7 8 Scale = 1:73.4 13 12 11 10 6x8 = 2x4 II 3x4 = 3x6 � 3.00 12 3x6 = 3x6 = &&0 14-6A 0-4-8 20-6-4 26-0-0 2gg 0-p 31-0-0 40-0-0 9-&0 5-1n-d t?_ i ^� Plate Offsets (X Y)— [2:0-1-2 0-0-71 [3:0-3-8 0-2-41 [4.0-1-12 0-3-41 [7.0-4-0 0-1-11 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) 0.29 10-19 >800 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.39 10-19 >593 180 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 188 lb FT = 20% LUMBER - TOP CHORD 2x4 SP N0.2 *Except* 1-3: 2x4 SP No.1, 6-7: 2x6 SP No.2, 8-9: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 5-13: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 9=Mechanical, 2=0-8-0, 13=0-3-8 Max Horz 2=204(LC 9) Max Uplift 9=-342(LC 10), 2=-462(LC 10), 13=-703(LC 10) Max Grav 9=715(LC 16), 2=802(LC 19), 13=1544(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-1-15 oc bracing. WEBS 1 Row at midpt 4-14, 6-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1866/1239, 3-4=-1661/1249, 6-7=-811/767, 7-8=-829/797, 8-9=-948/730 BOT CHORD 2-16=-961/1742, 15-16=-720/1340, 14-15=-713/1349, 13-14=-1038/720, 5-14=-438/422, 11-13=-403/740, 10-11=-407/739, 9-10=-455/779 WEBS 3-16=-111/486, 4-16=-228/453, 4-14=-1585/938, 6-13=-913/542 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=5.Opsf,, h=15ft; 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 4-4-0, Extedor(2) 4-4-0 to 12-4-0, Interior(1) 12-4-0 to 28-4-0, Exterior(2) 28-4-0 to 35-0-0, Interior(1) 35-0-0 to 36-0-0, Exterior(2) 36-0-0 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Bearing at joint(s) 2 considers parallel t0 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 342 lb uplift at joint 9; 462 lb uplift at . joint 2 and 703 lb uplift at joint 13. i September 11,2020 ® WARNING - Verity, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 Scale = 1:72.1 JOb Truss Truss Type Q77= 2472619 A15A Special Truss 1 T21277081 Builders FirslSourrs, Plant Oily PI 335n1 ..'�, oo ,,,...,�,„o�,nm. p u w:Ya:ioNN rage I ID:g65k6Z?uVliuQXUS7?YA4XyW46R-ZHFC_ZVYgHj?2DbJxsgBNmVPE W UeYbC93X5o5yei7X 1-4-0 6.4-0 12-0-2 17-0-14 22-1-11 26-4-0 27-0 33-0-0 40-0-0 -4-0 6.4.0 5-8-2 5-0-13 5-0-13 4-2-5 018- 6-0-0 7-0-0 5x8 = 6.00 12 5x8 = 2x4 II 3 26 27 28 29 4 3031 32 5 as 5x6 5x6 = 5x6 = 5x8 = 6 ,13 7 8 35 36 37 9 3a 38 4U - 41 17 7x10 15 13 42 43 II = 4 II 3x6 = 2x4 II 5x6 = 3x6 = 4x6 = 3x8 = 2x3x6 = 20-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.16 18-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.22 11-12 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(CT) 0.07 10 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-MSH Weight: 198 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except` TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc puriins. 1-3,7-8: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-3-13 oc bracing. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 4-16, 6-16, 7-14 13-18: 2x4 SP No.2 P WEBS 2x4 SP No.3 REACTIONS. All bearings 0-3-8 except Qt=length) 10=Mechanical, 2=0-8-0, 16=7-2-4. (lb) - Max Horz 2=163(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 10=-617(LC 8), 2=-892(LC 8), 16=-2216(LC 8), 17=-139(LC 8), 15=-106(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 17 except 10=1330(LC 1), 2=650(LC 17), 16=2862(LC 1). 15=334(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-890/1320, 3-26=0/615, 26-27=0/615, 27-28=0/615, 28-29=0/615, 4-29=0/615, 4-30=-1125/1786, 30-31 =-1 125/1786, 31-32=-1125/1186, 5-32=-112511786, 5-33=-1125/1786, 6-33=-1125/1786, 6-34=-367/55, 7-34=-367/55, 7-8=-2124/934, 8-35=-2024/934, 35-36=-2024/934, 36-37=-2024/934, 9-37=-2024/934, 9-10=-2519/1151 BOT CHORD 2-19=-1082/738, 19-38=-1107/756, 38-39=-1107/756, 39-40=-1107/756, 18-40=-11071756, 18-41=-586/0, 17-41=-586/0, 16-17=-586/0,15-16=0/333, 14-15=0/333, 13-14=-676/1908, 12-13=-676/1908, 12-42=-922/2213, 42-43=-922/2213, 11-43=-922/2213, 10-11=-920/2188 WEBS 3-19=-553/532, 3-18=-950/785, 4-18=-565/657, 4-16=-1989/2010, 5-16=-450/457, 6-16=-2497/1399, 6-14=-483/1035, 7-14=-2002/997, 8-12=0/474, 9-12=-292/227, 9-11=-52/707, 7-12=-516/555 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 7) Refer to girder(s) for truss to truss connections. cc 1 rk .44 nnnn .,..Fraci i ivcl r I ,tutu ® 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 Mrrek® connectors. This design Is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M�TLyk" 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 Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 6904 Parke East Blvd. Tampa, Parke East 20601 Job Truss Truss Type Qty Ply LOT 30/1 WATERSTONE 2472619 A15A Special Truss 1 1 T21277061 Job Reference (optional) -"""""" ' "�"""" ' '�"' "'•r, ' 6.24u s Jun 26 ZUZ0 MiTek industries, Inc. Fri Sep 11 13:49:17 2020 Page 2 NOTES- ID:g65k6Z?uVliuQXUS7?YA4XyW46R-1 TpaBvWAbbrsgNAVVaBQvzl a_wgtC2UZ84HeKXyei7W 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 617 lb uplift at joint 10, 892 lb uplift at joint 2, 2216 lb uplift at joint 16, 139 lb uplift at joint 17 and 106 lb uplift at joint 15. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 122 lb down and 169 lb up at 7-1-1, 122 lb down and 166 Ito up at 9-1-1, 122 lb down and 166 lb up at 11-1-1, 122 lb down and 166 lb up at 13-1-1, 122 lb down and 166 lb up at 15-1-1, 122 lb down and 166 lb up at 17-1-1, 122 lb down and 166 lb up at 19-1-1, 131 lb down and 185 lb up at 27-0-0, 112 lb down and 178 lb up at 29-0-12, and 112 lb down and 178 lb up at 31-0-12, and 180 lb down and 326 lb up at 33-0-0 on top chord, and 163 lb down and 252 lb up at 6-4-0, 65 lb down and 68 lb up at 7-1-1, 65 lb dawn and 68 lb up at 9-1-1, 65 Ito down and 70 lb up at 11-1-1, 65 lb down and 106 lb up at 13-1-1, 391 lb down and 138 lb up at 27-0-0, 84 lb down at 29-0-12, and 84 lb down at 31-0-12, and 391 lb down and 138 lb up at 32-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-8=-54, 8-9=-54, 9-10=-54, 20-23=-20 Concentrated Loads (lb) Vert: 8=-112(B) 9=-133(B) 19=-163(13) 5=-82(B) 12=-391(13)11=-391(B) 26=-82(B)27=-82(B) 29=-82(B) 30=-82(B) 32=-82(B) 33=-82(B) 36=-112(B) 37=-112(B) 38=41(B) 39=41(B) 40=41(B) 41=41(B) 42=-63(B) 43=-63(B) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. W19/2020 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 temporaryand 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 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 30/1 WATERSTONE 2472619 C1 Jack -Open Truss g 1 T21277082 R„ilrlcro Cbe1Cn,,...e /ol.,../ r4r., rr � ni__ Job Reference (optional) -- ---- , nw1 rn aep i r i i:wo:zo zuzu rage 1 -1-4-0 ID:g65k6Z?uVIiuQXUS7?YA4XyW46R-BGTIWasO?I60mS7mE83377KuxD9gM7GW U0treyej30 0-11-4 1-4-0 0-11-4 Scale = 1:7.6 M Plate Offsets (X Y)-- f2:0-1-4 0-0-21 0-11-4 0-1—� 1-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 5 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress 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 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=79(LC 10) Max Uplift 3=-3(LC 1), 2=-195(LC 10), 4=-15(LC 1) Max Grav 3=20(LC 10), 2=159(LC 15), 4=44(LC 10) 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=5.Opsf; h=15ft; 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) 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 3 Ib uplift at joint 3, 195 lb uplift at joint 2 and 15 lb uplift at joint 4. ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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/l Quality Criteria, DSB-89 and BCS/ Building Component SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 September 11,2020 MiTek7 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 30/1 WATERSTONE 2472619 CIA Jack -Open Truss 2 1 T21277083 Job Reference (optional) ^r• 0.44U 5 mar a ZUZU M1 i eK mausines, Inc. rn Sep 11 11:45:25 202U Page 1 ID:g65k6Z?uVIiuQXUS7?YA4XyW46R-BGTI WasO?I6OmS7mE83377KuxD66M7GW_uOtreyej30 -1-4-0 0-11-4 1-4-0 0-11.4 Scale = 1:7.6 0-8-0 0-11-4 Plate Offsets (X,Y)— (2:0-4-0 0-0-41 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 0.20 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.20 Vert(CT) -0.00 5 >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: 5 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 2=0-4-0 Max Horz 2=79(LC 10) Max Uplift 3=-44(LC 1), 4=-63(LC 1), 2=-305(LC 10) Max Grav 3=71(LC 10), 4=103(LC 10), 2=248(LC 15) 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 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=5.Opsf; h=15ft; 13=45ft; L=40ft; eave=5ft; Cat. il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone; cantilever left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 lb uplift at joint 3, 63 lb uplift at joint 4 and 305 lb uplift at joint 2. September 11,2020 ®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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117Pl1 Quality Criteria, DSB-89 and BCSI Building Component SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke East Blvd. D 20601 Tampa, Parke 3ast P Type )pen Truss 0 LOT 30/1 T21277084 City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 11 11:45:26 2020 Page I D:g65k6Z?uVliuQXUS7?YA4XyW46R-fTOhjwtOm3Et0chzosblgLt3hdVv5a W gCYm QN4yej3N -1-4-0 0-11-4 1-4-0 0-11-4 I1 0-11-4 0-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 5 >999 240 TCDL 7.0 Lumber DOL 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/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC 10) Max Uplift 3=-3(LC 1), 2=-195(LC 10), 4=-15(LC 1) Max Grav 3=20(LC 10), 2=159(LC 15), 4=44(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:7.6 PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc 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=S.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 3, 195 Ib uplift at joint 2 and 15 lb uplift at joint 4. r September 11,2020 ® 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 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 Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 6904 Parke East Blvd. Tampa, Parke 36610 East, D 20601 Job Truss Truss Type Qty Ply LOT 3011 WATERSTONE 2472619 C1V Jack -Open Truss 2 1 T21277085 Ruilrlore Mr�fc��: lw.„ � ra., n o:.,... �:.., r• Jab Reference c tional Y. - 8.24U s mar a zuzU MI I ek Industries, Inc. Fri Sep 11 11:45:27 2020 Page 1 ID:g65k6Z?uV IiuQXUS7?YA4XyW46R-8fa3xGteXNMk?mG9 LZ6XDYPEQI r9q 1 mpRCV_vXyej3M -1-4-0 0-11-4 1-4-0 0-11-4 Scale = 1:7.6 0 m LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Ildeft Ud PLATES GRIP TCLL 20.0 TCDL 7.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 7 >999 240 MT20 2441190 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 FBC2017rrPI2014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP ND.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC 10) Max Uplift 3=-4(LC 1), 2=-181(LC 10), 4=-14(LC 1) Max Grav 3=16(LC 10), 2=158(LC 1), 4=35(LC 10) 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=5.Opsf; h=15ft; 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 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 atjoint(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 4 lb uplift at joint 3, 181 lb uplift at joint 2 and 14 lb uplift at joint 4. September 11,2020 ®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 MiTeW connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Blvd. Tampa, 6904 Park 3aste Ea st Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 0 Job Truss Truss Type Qty Ply LOT 30/1 WATERSTONE 2472619 C3 Jack -Open Truss g 1 T21277086 Job Reference (optional) - - - - - ---- wu a mar a ca4u rvu i arc mausines, Inc. rn:bep i 1 11:4b:2/ 2U2U Pagel 1 D:g65k6Z?uV IiuQXUS7?YA4XyW46R-8fa3xGteXNMk?mG9LZ6XDYPEQ1 q Lql mpRCV_vXyej3M -1-4-0 2-11-4 1-4-0 2-11-4 0 2-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.09 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/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=132(LC 10) Max Uplift 3=-52(LC 10), 2=-157(LC 10) Max Grav 3=72(LC 15), 2=197(LC 15), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:12.7 PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc pudins. 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=5.0psf; h=15ft; 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 52 lb uplift at joint 3 and 157 lb uplift at joint 2. A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf. MD 20601 September 11,2020 MOW 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply 30/1 WATERSTONE T21277087 2472619 C3A Jack -Open Truss 2 JLOT 1 Job Reference (optional) ..-..--.- ...�•,•��,�� v ,�,,• ••,v. • �n , �,,• • Y. o.c"u s ,vmr a c u mu en nrousrnes, mc. rn aep _i _i _i i:wa:zo zuzu rage i I D:g65k6Z?uVliuQXUS7?YA4XyW46R-cr8R8cuG IgUbdwrLvGdmlmyPAQ86ZUOzgsFXRzyej3L -14-0 2-114 14-0 ' 2-11-4 Scale = 1:12.7 2x4 = 0-1-0 , ' 0-4-0 2-11-4 2-7-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.00 5 >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/TP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=132(LC 10) Max Uplift 3=-43(LC 10), 2=-257(LC 10), 4=-28(LC 7) Max Grav 3=53(LC 15), 2=236(LC 1'), 4=38(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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 3, 257 lb uplift at joint 2 and 28 lb uplift at joint 4. September 11,2020 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 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 vedly the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 Jab Truss Truss Type Qty Ply LOT 30/1 WATERSTONE T21277088 2472619 C3P Jack -Open Truss 2 1 Job Reference (optional) „.w.... — t, o,.'v,.y, 1/, r,a„r an ry, ­, 1-4-0 o.G4u s Mar a LULU mi I eK Inousines, Inc. t-n Jep i l 11:4b:"L8 2U2U Pagel I D:g65k6Z?uVIiuQXUS7?YA4XyW46R-cr8R8cuG IgUbdwrLvGdmlmyPAQ8uZUOzgsFXRzyej3L 2-11-4 Scale = 1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 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 - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 2=132(LC 10) Max Uplift 3=-62(LC 10), 2=-212(LC 10), 4=41(LC 7) Max Grav 3=65(LC 15), 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=5.Opsf, h=15ft; 13=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 3, 212 Ib uplift at joint 2 and 41 lb uplift at joint 4. September 11,2020 ® 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 M iTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPi1 Quality Criteria, DSB-99 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 T21277089 Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 11 11:45:29 2020 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-42ipMyvu3_cSF4QXT_8?IzVawgVoixG6uW 4_Pyej3K -1-4-0 2-11-4 1-4-0 2-11-4 Scale=1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 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 FBC20171TPI2014 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 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size). 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=132(LC 10) Max Uplift 3=-57(LC 10), 2=-149(LC 10) Max Grav 3=74(LC 15), 2=196(LC 15), 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=5.Opsf; h=15ft; 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) oftruss to bearing plate capable ofwithstanding 57 lb uplift atjoint 3 and 149 lb uplift at joint 2. ® 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 MRek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 Qualify Criteria, DSB-99 and BCS/ Building Component SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 September 11,2020 �1r�* MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job ' 247261 Builde T21277090 uss type Qty Ply LOT30/1 WATERSTONE 9 CS �J'a'ck-Open Truss g 1 Job Reference o tional rs FirstScurce (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 11 11:45:29 2020 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-42ipMyvu3_cSF4QXT 8?IzVXCgRzlxG6uW_4_Pyej3K -1-4-0 4-11-4 1 4-0 4-11-4 Scale = 1:17.6 1 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 TCDL 7.0 LumberDOL 1.25 BC 0.33 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=185(LC 10) Max Uplift 3=-107(LC 10), 2=-167(LC 10) Max Gram 3=134(LC 15), 2=267(LC 15), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown 4-11 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.05 4-7 >999 240 MT20 244/190 Vert(CT) -0.06 4-7 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc puffins 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=5.Opsf; h=15ft; 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 107 lb uplift at joint 3 and 167 lb uplift at joint 2. September 11,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7478 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 MITe'C� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and BCS/ Building Component SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke East Blvd. D 20601 Tampa, Parke 36610 East Job Truss Trus Type Qty Ply LOT 3011 WATERSTONE �J.rsp.nO T21277091 2472619 C5A Truss 2 1 Job Reference o tional ••-• • �•v• - o.— s IVlar a cUZU ml 1 UK lnousines, Inc, rn Sep 11 11:4b:3U ZUZU Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-YEGBZHwWglkJsD?k1hfEgBlhLEnn10VF7AkeWsyej3J -1-4-0 4-11-4 1-4-0 4-11.4 Scale = 1:17.6 3x4 = b-4-0 4-7-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.07 4-8 >891 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) 0.06 4-8 >999 180 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 -MP Weight: 18 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=185(LC 10) Max Uplift 3=-109(LC 10), 2=-291(LC 10), 4=-64(LC 7) Max Grav 3=116(LC 15), 2=292(LC 1), 4=78(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 4-11-4 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 lb uplift at joint 3, 291 lb uplift at joint 2 and 64 lb uplift at joint 4. September 11,2020 ® 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 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 pp A� T Ip building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing k• 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 ANSI/TPl1 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 30/1 WATERSTONE 2472619 C5P Jack -Open Truss 2 1 T21277092 a„�rae.� c...rS P Job Reference (optional) ource ( lant City, FL), Plant City, FL - 33567, -1.4-0 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 11 11:45:30 2020 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-YEGBZHwWgIkJsD?k1 hfEgBlfeEkG1 OVF7AkeWsyej3J 4-11-4 4-11-4 Scale = 1:17.6 Plate Offsets (X Y)-- [2:0-0-4 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.12 4-7 >486 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) 0.11 4-7 >556 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 18 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=185(LC 10) Max Uplift 3=-122(LC 10), 2=-261(LC 10), 4=-75(LC 10) Max Grav 3=123(LC 15), 2=262(LC 1), 4=87(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 4-11-4 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=5.Opsf; h=15ft; 13=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 122 Ib uplift at joint 3, 261 lb uplift at joint 2 and 75 lb uplift at joint 4. September 11,2020 ® 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 p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing R iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the p fabrication, storage, delivery, erection and bracing of trusses and.truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component Blvd. e East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, 6904 Parke 36610 East Job s Truss Type Oily Ply LOT 3011 WATERSTONE Pluys T21277093 2472619 Jack -Open 2 1 Job Reference o tional w lr ,a, a a y, a —y, re - uouw, d.z4U s Mar `J zuzu mi I eK Inaustrles, Inc. t-n sep 11 11:45:31 ZU20 Page 1 ID:g65k6Z?uV liuQXUS7?YA4XyW46R-OQgamdw9bbs9U NawaPATNOasAe7omglPMgTB21yej31 -1-4-0 4-11-4 1-4.0 4-11-4 ar R 3x4 Scale = 1:17.6 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 0.47 Vert(LL) 0.05 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.06 4-7 >999 180 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 -MP Weight: 18 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=185(LC 10) Max Uplift 3=-112(LC 10), 2=-161(LC 10) Max Grav 3=136(LC 15), 2=265(LC 15), 4=87(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 4-11-4 ocpurlins. BOT CHORD 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=5.Opsf; h=15ft; 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 8 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 ANSl/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 112 lb uplift at joint 3 and 161 lb uplift at joint 2. September 11,2020 ® 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 p /g building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7TPI1 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 Oty LOT 30/1 WATERSTONE fly T21277094 2472619 D01 Hip Girder 1 Job Reference (optional) s Firstoource (Plant city, PL), Plant city, t-L - 5,=1, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 11 11:45:32 2020 Page 1 ID:gPgFXBAUrkU7dJeaECZ_p8y862r-Ud0y_zxnMv_06X9686hiwc71 n2SbV5gYbUDlakyej3H 10-3-0 53-0 9-9-0 1 0 14-9.0 20-0-0 53-0 4-6-00 - 46-0 53-0 03-0 Scale = 1:39.3 46 R0 5x6 3x8 II HTU26 4x10 MT20HS = 10x12 = HTU26. 3x8 II HTU26 1.5x8STP = = 1.5x8 STP = HTU26 HTU26 HTU26 HTU265x6 = 10-3-0 53-0 9-9-0 10 0 0 14-91 20-0-0 53-0 46-0 0- - - 46-0 53-0 Iv 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.48 Vert(LL) 0.17 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.22 7-9 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(CT) 0.05 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 217 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied or 4-2-9 oc purlins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 5=0-8-0 Max Horz 1=202(LC 7) Max Uplift 1=-1813(LC 8), 5=-2192(LC 8) Max Grav 1=3320(LC 1), 5=3939(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -Ali forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7052/3791, 2-3=-5024/2752, 3-4=-5028/2754, 4-5=-7257/4012 BOT CHORD 1-9=-3308/6273, 7-9=-3308/6273, 6-7=-3514/6474, 5-6=-3514/6474 WEBS 2-9=-836/1690, 2-7=-2064/1191, 4-7=-2511/1425, 4-6=-1025/1980, 3-7=-2200/4095 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. Il; 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 1813 lb uplift at joint 1 and 2192 lb uplift at joint 5. 9) Use Simpson Strong -Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 6-4-12 from the left end to 18-4-12 to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 175 lb down and 177 lb up at 2-5-1, and 242 lb down and 187 lb up at 4-5-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Sentemher 11.9ngn ��ontlrujt;rf On race 2 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. �• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 30/1 WATERSTONE 2472619 D01 Hip Girder 1 T21277094 ph'ild � c cre a roi- Job Reference (optional) — - -- - - > • - • •> ���� • o.z4u s mar a zuzu mi I eK inclustnes, Inc. Fn Sep 11 11:45:32 2020 Page 2 ID:gPgFX8AUrkU7dJeaECZ_p8y862r-UdOy_zxnMv_06X9686hiwc7l n2SbV5gYbUDlakyej3H 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=-175 15=-242 16=-1334(F) 17=-667(F) 18=-682(F) 19=-667(F) 20=-669(F) 21=-669(F) 22=-675(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 ANS117PH Quality Criteria, DSB-89 and BCS/ Building Component Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Blvd. Tampa, 6904 Parke East East Job Truss Truss Type Qty Ply LOT 3011 WATERSTONE 2472619 D02 Hip 1 1 T21277095 R„ilricr� CirNCn.�e /ol.,... Job Reference (optional) �1 - - - - ---- iuu�ule�, un;. rn aep II l-I :4D:JJ LULU rage l ID:gPgFX8AUrIiU7dJeaEC;;Sy 62r-ypxKBJyP7D6tjhkJigDxSpfCvRkBEi6ip8yl7Ayej3G -1-4-0 6-3-6 9-0-0 11-0-0 13-8-10 20-0-0 21-4_p 1.4-0 6-3-6 2-8-10 2-0-0 2-8-10 6-3-6 1-4-0 4x6 = 4x6 = 4 5 3x6 = 3x4 = — — 3x4 = 3x6 = Scale = 1:37.1 ro 0 v Iv 0 9-0-0 2-0-0 9-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.15 9-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.32 9-17 >745 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix-MSH Weight: 92 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-2-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=213(LC 9) Max Uplift 2=-450(LC 10), 7=-450(LC 10) 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=-1184/937, 3-4=-973/827, 4-5=-824/772, 5-6=-973/827, 6-7=-1184/937 BOT CHORD 2-11=-620/1068, 9-11=-343/824, 7-9=-620/1024 WEBS 3-11=-386/414, 4-11=-260/362, 5-9=-260/362, 6-9=-387/414 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=5.Opsf; h=15ft; 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 3-4-2, Exterior(2) 3-4-2 to 16-7-14, Interior(1) 16-7-14 to 17-4-0, Exterior(2) 17-4-0 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 450 lb uplift at joint 2 and 450 lb uplift at joint 7. September 11,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19l2020 BEFORE USE. Design valid for use only with MiTek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and 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 Blvd. e East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, 6904 Parke 36610 East I 1 I b Girder NE T21277096 ers FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 11 11:45:34 2020 Page 1 ID:q Pq FX8AUrkU7dJeaECZ_p8y862r-Q?VIPfZ1 tWFkLrJVGXkA? 1 Cl2rl 3z7Mr2oirfdyej3F 1-4 0 7-0-0 13-0-0 20-0-0 21-4-0 1 4 0 7-0-0 6-0-0 7-0-0 1-4-0 Scale = 1:36.9 Special 5x8 = Special NAILED NAILED 4x6 = 3 16 17 4 IT 0 3x6 = 2x4 II ,.r„�". L..I��� 3x4 =. 46 Special Special = P Imo, 11-- -L .V 1t U-1-01 W:u-0-0 U-Z-41 14:U-J-t3 U-Z-41 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 0.75 Vert(LL) 0.13 9-12 >999 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.85 Vert(CT) -0.21 7-9 >999 180 BCLL 0.0 Rep Stress Incc NO WB 0.27 Horz(CT) 0.07 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 86 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied,or 2-11-1 oc purlins. 3-4: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 5-7-8 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 23) Max Uplift 2=-816(LC 8), 5=-816(LC 8) Max Grav 2=1544(LC 29), 5=1544(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2765/1343, 3-4=-2470/1277, 4-5=-2767/1344 BOT CHORD 2-9=-1046/2510, 7-9=-1045/2534, 5-7=-1034/2428 WEBS 3-9=0/695, 4-7=0/696 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=5.Opsf; h=15ft; 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at joint 5. 7) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 338 lb down and 391 lb up at 7-0-0, and 338 lb down and 391 lb up at 13-0-0 on top chord, and 361 lb down and 75 lb up at 7-0-0, and 361 lb down and 75 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 a Concentrated Loads (lb) Vert: 3=-183(F) 4=-183(F) 9=-344(F) 7=-344(F) 16=-1 12(F) 17=-112(F) 18=-63(F) 19=-63(F) ®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 far an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and SCSI Building Component Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 September 11,2020 MF MiTek° 6904 Parke East Blvd. Tampa, FL 36610 I I 1 0 4 rr Job Truss Truss Type Qty Ply LOT 3011 WATERSTONE 2472619 E6A Jack -Open Truss 7 1 T21277097 a,uae.� r.�.c.....,.., rot..... Job Reference (optional) • • - --"' - '• - ---- I en II IUUJI-, Iln:. r r, oep I I -I -1 :40:34 LULU rage i I D:g65k6Z?uVIiuQXUS7?YA4XyW46R-Q?ViPfzl tW FkLrJVGXkA? 1 CEIr35zBVr2oirfdyej3F -1-4-0 6-4-0 1.4-0 6-4-0 III 3x4 = 1j-4-U 6-4-0 0-4-0' 6-0-0 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.22 4-8 >338 240 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) 0.19 4-8 >388 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.04 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP 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=223(LC 10) Max Uplift 3=-151(LC 10), 2=-325(LC 10), 4=-86(LC 7) Max Gram 3=156(LC 15), 2=339(LC 1), 4=105(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:21.9 M PLATES GRIP MT20 244/190 Weight: 22 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 151 lb uplift at joint 3, 325 lb uplift at joint 2 and 86 lb uplift at joint 4. September 11,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTekOO connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPlf Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety lniormagon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 tr r D Job ss Truss Type Qty Ply LOT 3011 WATERSTONE FE7 T21277098 2472619 Jack -Open Truss 14 1 Job Reference (optional) 2 1 I 1-4-0 1-4-0 o.<vU s iwar V 4UCU mi r eK maustrie5, inc. r-n Jep i 1 11:4b3b 2UZU Page 1 ID: q 65k6Z? u V li uQXUS 7?YA4XyW46R-vB34c?_feq Nbz? u h p FFPXEkS6 FO N iel_HSRPB3yej3E 7-0-0 7-0-0 0 A Scale = 1:22.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.19 4-7 >436 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.72 Vert(CT) -0.21 4-7 >400 180 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 -MP Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=241(LC 10) Max Uplift 3=-162(LC 10), 2=-185(LC 10) Max Grav 3=199(LC 15), 2=343(LC 15), 4=124(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=S.Opsf; h=15ft; 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) This truss has been designed for a 10.0 lost 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 162 lb uplift at joint 3 and 185 lb uplift at joint 2. September 11,2020 ® 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 Minak® 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 Mire i(• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East MBlvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, D 20601 Tampa, FL 36610 C Truss Truss Type E7P Jack -Open Truss City, FL), Plant City, FL - 33567, 1 ' 1 -1-4-4-0-0 1 WATERSTONE lil T21277099 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 11 11:45:36 2020 Page ID:g65k6Z?uV ljuQXUS7?YA4XyW46R-NOdTgL_H P8VSb8SuNyme4SHaAfIbR5_8W6ByjVyej3D Scale = 1:23.6 oxo -i v 1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CST. TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 TCDL 7.0 Lumber DOL 1.25 BC 0.65 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 r� DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.18 4-6 >453 240 MT20 244/190 Vert(CT) 0.16 4-6 >519 180 Horz(CT) -0.00 4 n/a n/a Weight: 30 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 8-9-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=242(LC 10) Max Uplift 3=-155(LC 10), 2=-320(LC 10), 4=-135(LC 10) Max Grav 3=164(LC 15), 2=336(LC 1), 4=141(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=5.Opsf; h=15ft; 13=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 155 lb uplift at joint 3, 320 lb uplift at joint 2 and 135 lb uplift at joint 4. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-74M rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1rPl1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 September 11,2020 1MII� MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 30/1 WATERSTONE 2472619 E7V JACK -OPEN TRUSS 6 1 T21277100 R„a.io.� C�.crc..��..... /01....r 1:—n, Job Reference (optional) 1 -� • - - ---- ...��� ,v,a, tutu ivi, i en -1 uJ'"" "'. r'11 Jep 1 I 1 1:40:30 euzv rage 1 ID:g65k6Z?uVIiuQXUS7?YA4XyW46Wt O qL_HP8VSb8SuNyme4SHcrfiCR5_8W6ByjVyej3D 1 4-0 7-0-0 1 4-0 7-0-0 3x6 Scale = 1:22.6 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in ([cc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.26 4-7 >316 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.87 Vert(CT) -0.23 4-7 >361 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 27lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=241(LC 10) Max Uplift 3=-150(LC 10), 2=-179(LC 10), 4=-14(LC 10) Max Grav 3=188(LC 15), 2=341(LC 15), 4=121(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 2-2-0 cc puriins. BOT CHORD Rigid ceiling directly applied or 5-2-14 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(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 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 atjoint(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 150 lb uplift at joint 3, 179 lb uplift at joint 2 and 14 lb uplift at joint 4. September 11,2020 ®WARNING -Verify design parameters and READ NOTESONTHIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. ^' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify, the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTeiC* 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 ANSIMP11 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 ( • N Job Truss Truss Type Qly Ply LOT 30/1 WATERSTONE 2472619 H6A DIAGONAL HIP GIRDER 1 1 T21277101 Job Reference o tional -- — •—• •• — n — --- o.cyu s rwdr d Zata ml I ex inausmes, Inc. t-n Sep 11 11:45:37 2020 Page 1 I D:g65k6Z?uVIiuQXUS7?YA4XyW46R-raBr1 h?vARdJ C114xfHtdfgtK33vAWgHkmwW Gyyej3C -1-10-10 4-7-14 8-11-8 1-10-10 4-7-14 4-3-10 Scale = 1:21.5 3x6 = 3x4 = Plate Offsets (X,Y)— j2:0-1-2 Edqe] 0-4-14' 8-5_2 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 0.49 Vert(LL) 0.36 6-10 >295 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.33 6-10 >324 180 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(CT) -0.02 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 37 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-4 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-6-1, 6=Mechanical Max Horz 2=223(LC 8) Ajax Uplift 4=-132(LC 8), 2=-579(LC 8), 6=-289(LC 8) Max Gram 4=127(LC 28), 2=553(LC 28), 6=233(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-508/369 BOT CHORD 2-6=-410/384 WEBS 3-6=-414/442 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) n/a 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in 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 132 lb uplift at joint 4, 579 Ib uplift at joint 2 and 289 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 141 lb down and 120 lb up at 1-5-12, 141 lb down and 120 lb up at 1-5-12, 100 lb down and 70 lb up at 4-3-11, 100 lb down and 70 lb up at 4-3-11, and 138 lb down and 146 lb up at 7-1-10, and 138 lb down and 146 lb up at 7-1-10 on top chord, and 146 lb down and 91 lb up at 1-5-12, 146 lb down and 91 lb up at 1-5-12, 3 Ib down and 8 lb up at 4-3-11, 3 lb down and 8 lb up at 4-3-11, and 25 lb down and 29 lb up at 7-1-10, and 25 lb down and 29 lb up at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. E) 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 y Uniform Loads (plf) Vert: 14=-54, 5-7=-20 Concentrated Loads (lb) Vert: 11=62(F=31, B=31) 13=-46(F=-23, B=-23) 14=83(F=42, B=42) 15=17(F=8, B=8) 16=-25(F=-13, B=-13) September 11,2020 A WARNING - Veri-fy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek) connectors. This design is based only upon parameters shown, and Is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire 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 busses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component Saletyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke East Blvd. D 20601 Tampa, Parke 3ast I k 1 ! Type Qty Ply LOT 30/1 WATERSTONE ;247261�9�H7��]D'IIGC� NAL HIP GIRDER 4 1 T21277102 Job Reference o tional t ra,n . ny, 11i, ridrn Amy, rt. - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 11 11:45:38 2020 Page 1 I D:g65k6Z?uV li u QXUS 7?YA4XyW46 R-Jm I D E 1 OYxIlAq ScGV N o69tMwFS OfvtBRzQg3oOyej 3 B -1-10-10 4-2-0 9-10-13 1-10-10 4-2-0 5-8-13 Scale = 1:22.0 vzo — 3x6 = 5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.27 6-9 >440 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.54 6-9 >216 180 BCLL 0.0 Rep Stress Incr NO WB 0.53 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH 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 pudins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-11-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Harz 2=241(LC 8) Max Uplift 4=-167(LC 8), 2=-233(LC 8), 6=-60(LC 8) Max Grav 4=157(LC 28), 2=516(LC 1), 6=333(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-838/348 BOT CHORD 2-6=-432/794 WEBS 3-6=-822/447 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) n/a 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.0psf 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 167 lb uplift at joint 4, 233 lb uplift at joint 2 and 60 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)103 lb down and 61 lb up at 1-4-15, 103 lb down and 61 lb up at 1-4-15, 113 lb down and 83 lb up at 4-2-15, 113 lb down and 83 lb up at 4-2-15, and 154 lb down and 147 lb up at 7-0-14, and 154 lb down and 147 lb up at 7-0-14 on top chord, and 49 lb down and 40 lb up at 1-4-15, 49 lb down and 40 lb up at 1-4-15, 21 lb down at 4-2-15, 21 lb down at 4-2-15, and 42 lb down at 7-0-14, and 42 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 11 =-71 (F=-36, B=-36) 13=-10(F=-5, B=-5) 14=-61(F=-30, B=-30) September 11,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/1912020 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 ANSI/171o/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 i k ) } Job s Truss Type Qty Ply LOT 30/1 WATERSTONE 2472619 TH7 DIAGONAL HIP GIRDER 1 1 T21277103 R„ilrlorc Fire/Cn„r,.o rDl— 14.. - I Jab Reference o tional - - - -••• ^>. a.zvu s mar a zuzu m1 I eK maustries, Inc. Fn Sep 11 11:45:39 2020 Page 1 ID:g65k6Z?uVIIUQXUS7?YA4XyW46R-nzJbSM 1 Ai3tl ScBS24KLi4v9lsgCeL1 a C4PcKgyej3A -1-10-10 4-2-0 9-10-13 1-10-10 4-2-0 5-8-13 3x6 = 5 9-9-5 Scale = 1:22.0 Plate Offsets (X Y)-- [2:0-1-10 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.48 6-9 >245 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.47 Vert(CT) -0.46 6-9 >253 180 BCLL 0.0 Rep Stress Incr NO WS 0.49 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 42 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=241(LC 8) Max Uplift 4=-162(LC 8), 2=-449(LC 8), 6=-345(LC 5) Max Grav 4=157(LC 28), 2=516(LC 1), 6=314(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-756/651 BOT CHORD 2-6=-742/724 WEBS 3-6=-749/768 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-0-12 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) n/a 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 162 lb uplift at joint 4, 449 lb uplift at joint 2 and 345 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 lb dawn and 61 lb up at 1-4-15, 103 lb down and 61 lb up at 1-4-15, 103 lb down and 93 lb up at 4-2-15, 103 lb down and 93 lb up at 4-2-15, and 139 lb down and 161 lb up at 7-0-14, and 139 lb down and 161 lb up at 7-0-14 on top chord, and 103 lb down and 36 lb up at 1-4-15, 103 lb down and 36 lb up at 1-4-15, 11 lb down and 4 lb up at 4-2-15, 11 lb down and 4 lb up at 4-2-15, and 34 lb down and 44 lb up at 7-0-14, and 34 lb down and 44 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 3) 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=-71(F=-36, B=-36) 13=-10(F=-5, B=-5) 14=-61(F=-30, B=-30) September 11,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® 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 Mii'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 ANSI/rP/i Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke East Blvd. D 20601 Tampa, Parke 36616 East Job Truss Truss Type Qty TERSTONE 2472619 H7V DIAGONAL HIP GIRDER 1 �P'=qe T21277104 Rnilriore Ftretc.,,,r,-e /ot�..r r�r„ n � (optional) - - - •> 8.240 s Mar B zuzu MI I eK Industries, Inc. Fri Sep 11 11:45:40 2020 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-F9tzfil oTM?u3mmfcdraEISLUG5RNkhkQk9AtGyej39 -1-10-10 4-4-7 9-10-13 1-10-10 44-7 i 5-6-6 Scale = 1:23.5 N N 94 3x4 Plate Offsets (X,Y)- 12:0-2-11 Edge] 4-4 / 5-8-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.10 6-7 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.79 Vert(CT) -0.18 6-7 >645 180 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 42 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-7-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=241(LC 8) Max Uplift 4=-162(LC 8), 2=-21 O(LC 8), 5=-73(LC 8) Max Grav 4=174(LC 28), 2=517(LC 1), 5=315(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1471/457 BOT CHORD 2-7=-535/1378, 6-7=-549/1384 WEBS 3-7=0/257, 3-6=-1354/532 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 ANSUrPI 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 162 lb uplift at joint 4, 210 lb uplift at joint 2 and 73 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 61 lb up at 1-4-15, 100 lb down and 61 lb up at 1-5-0, 115 lb down and 88 lb up at 4-2-15, 115 lb down and 88 lb up at 4-2-15, and 155 lb down and 151 lb up at 7-0-14, and 155 lb down and 151 lb up at 7-0-14 on top chord, and 40 lb dawn and 15 lb up at 1-4-15, 40 lb down and 15 Ib up at 1-5-0, 20 lb down at 4-2-15, 20 lb down at 4-2-15, and 42 lb down at 7-0-14, and 42 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 3) 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 (pif) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 7=-8(F=-4, B=-4) 12=-73(F=-36, B=-36) 14=-59(F=-29, B=-29) September 11,2020 A WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIf Quality Criteria, DSB-69 and BCS/ Building Component , Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Blvd. Tampa, 6904 Parke 36610 e East ast r Symbols PLATE LOCATION AND ORIENTATION 314' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. - -I- For 4 x 2 orientation, locate plates 0- 'lie" from outside edge of truss. This symbol indicates the required direction of slots in connector plates. `Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS C1-2 C2-3 ❑ WEBS qro 4 of m ❑ IL �' U 01 a ~ cr-e c6a c5 6 O BOTTOM CHORDS ~ 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 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 MiTekr" MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 ® 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 locations are regulated by ANSIITPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIfTPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.