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HomeMy WebLinkAboutTrussJL rFD 81 I=UU-110I:1 AalI01_lTVZ1-TZ_3ISd =t=] March 1, 2021 Building Department 258 Southhall Lane, Suite 200 Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com Website: www.fdseng.com Ref: Adams Homes Lot: Lot 11 Blk.1 Subdivision: Fort Pierce - Waterstone Address: 5416 Lugo St. Model: 2020 A LHG KA # 21-1767 Truss Company: Builders First Source Date of drawings: 2/22/21 Job No.: 2644791 Wind Speed: 160 Exposure: C Truss Engineer: Walter P. Finn To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads.- We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, 3/1/2021 Carl A. Brown, P.E. FL. # 56126 3/1/2021 Scott Ldwkowski, P.E. FL. #78750 P ABLO w � 67 64 .N• O : ST •,� T ` e "^wit`•' OP '°'o�s'•�R I D.P. ' •��;�� ,''` .�; �t°L BEN ;;,�` �• Luis Pablo Torr s, P.E. FL. # 87864 FDS Engineering Associates, A TSG Company our Building Code Experts" 39-08-00 s U (j U LO c, f i "-' ca > c o n 1 t C3V o o �' > U U C13 C5V �C5VT'N M A08-3 PI_y 2-0 -00 \ 2-0 -00 � 07 z o 00 �/ � / / / � z oo A06 2-00-00 / /10' Ceiling/�/ / z-o 00 < K A05 2-0 -00 2-0 ao K K A04 2 0 00 2-0 i -00 i K A03 13/12 Vault 2-01-00 / z-o -< ' oo 3/12 Vault L 1 A02 2-0 -00 I / / / o oo)l I 2-0 -00 r o / / / / 0 /00 f 20 00 / / / / / _ / 0 / /z0 lz-D -oo/10' C i(ng 2-0 oil. �. 2-Oil -00 / Y 2-0 -00 KK •- l0 Q 2-0 -00 1 00 K < i I 2 0 -00 1 V / 1�Ceiling / / 2-0 -00 m 9 vCs m 2-0 -00 2-0 . 0s< K z-o -oo / / / / l / z o 00 1-01-00 i / o / Odd Space �/ i-o -00 30-00-00 -A02 3/12 Vault 2-o -00 i / / / / -o <, F F -00j' 3/12 Vault A03 / U U U Do 0[tAl 04 z-o -oo l o z-o•-oo �. 09S 2-00-00 8' Ceiling , / / 2 0 00 C1 z-o -00 z- -001S C3 — ss rr �� rr rr N: rrr 49-08-00 171 Reviewed and Approved ❑ Revise and Resubmit ❑ Reviewed withNotstio® ❑ Not Reviewed (sce explanation) Conections in comments ®de on equipment submittals or shop drawings dming'this review do wet relieve contractor from Compliance with requirements of the drmvings and Specifications. This check is only for review of general coaformatue with the concept of the project and general compliance with the iniounnion given in the contract documents. The contractor is responsible for confianng end conelsting all quantities and dimensions; selecting fabrication pmeesses mid techniques ofconstmction; coordinating his work with that *fail other trades and performing his work in a safe and sasefactory mm ucr FDStENGINEERING ASSOCIATES Date: 03/01/2021 By. BH Submitml No.: Pmject N-21-17467 Pmjmt Eng.: Luis Tunes Project Name: Adams Homes -FL pierce - Wateatone Lot I I Blk I CONNECTORS SCHEDULE ROOF TRUSS. 1QT4IDjj MODEL ROOF UPLIFT SYM •0 A• LUS24 / JUS24 895 / 836 490 /510 10 A HTU26/ THD26 3600 / 3470 1555 / 2330 +w 0 B HTU28 / THD28 4680 / 5040 214012330 ue 0 C HTU26.2 / THD26-2 3600 / 3355 2175 / 2340 �m 0 D HTU28-2 / THD28-2 4680 / 5005 3485 / 2595 jIn 0 E HGUS26-2 ! THDH26-2 5320 / 5245 2155 / 2340 I,E -0 F HGUS28-2 / THDH28-2 7460 / 8025 3235 / 3330 IF 0 G HHGUS26-3 T 52301 5: a uwn 0 GUS283 T3 740/.78 0 J THJA26 / HJC26 9100/8990 F43 1 u 3X8NOP VERIFY ALL DILENSICM AND MUM CONDITIONS-PMOR TDAPPROVAL SOLE MUM FRAWA REQUIRED IN REM BY BUILDER MAIN WWD FORCE RESISTING SYSTEWC4 HYBRID WINO MCU-10 IMPORTANT -> ENCLOSED "POSlRiE CATEGORY C OCCUPANCY CATEGORY a This Drawing Must Be Approved And VAND LOAD 1S0 MPH WIND IMPORTANCE FACTOR 1.00 Returned Before Fabrication Will TRUSSES HAVE MEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD UVE LOAD Begin. For Your Protection Check All NONCONCURRENT WRH ANY OTHER LIVE LOADS 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 Date TOTAL: 37 PSF TOTAL: 55 PSF DURATION: 1.25 DURATION: 1.00 CAUTIONM DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 0112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 16' END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE Hatch Legend 8' Bearing ®10' Bearing BUILDER: Adams Homes PROJECT: Inge amI y 160 MODEL* LANAI ADDRESS: 6416 LUGO ST LOT / BLOCK: 1111 SUBDIVISION: WATERSTONE CITY: BY. APIERCEDRAWN JOB 0 : DATE: 02120/2021 PLAN DATE: 1 2021 REVISIONS: 1. 2. 3. 4. 4408 Airport Road Plant City, FL 33563 Ph. (813) 305-1300 Fax (813) 305-1301 ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by:others. MiTek® RE: 2644791 -LOT 11/1 WATERSTONE MITek USA, Inc. Site Information: 66904 Parke East Blvd. Customer Info: Adams Homes Port St Lucie Project Name: 2644791 Model: 2020 kT8a1 &V8 LA4 AI5 Lot/Block: 11/1 Subdivision: WATERSTONE Address: 5416 LUGO ST, . City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building.. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TPI2014 Design Program: MiTek 20/20 8.4 Wind Code: N/A Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 44 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 No. Seal# Truss Name Date 1 T22937422 A01 2/22/21 23 T22937444 D01 2/22/21 2 T22937423 A02 2/22/21 24 T22937445 D02S 2/22/21 3 T22937424 A03 2/22/21 25 T22937446 D03S 2/22/21 4 T22937425 A04 2/22/21 26 T22937447 E3P 2/22/21 5 T22937426 A05 2/22/21 27 T22937448 E5P 2/22/21 6 T22937427 A06 2/22/21 28 T22937449 E7 2/22121 7 T22937428 A07 2/22/21 29 T22937450 E7V 2/22/21 8 T22937429 A08 2/22/21 30 T22937451 G01 2/22/21 9 T22937430 A09S 2/22/21 31 T22937452 1­13P 2/22/21 10 T22937431 A10S 2/22/21 32 T22937453 H5P 11 T22937432 A11 S 2/22/21 33 T22937454 H7 .2/22/21 2/22/21 12 T22937433 Al2S 2/22/21 34 T22937455 H7V 2/22/21 13 T22937434 B02S 2/22/21 35 T22937456 K01 2/22/21 14 T22937435 B03S 2/22/21 36. T22937457 K02 2/22/21 15 T22937436 C 1 2/22/21 37 T22937458 K03A 2/22/21 16 T22937437 C 1 P 2/22/21 38 T22937459 P01 2/22/21 17 T22937438 C 1 V 2/22/21 39 T22937460 P02 2/22/21 18 T22937439 C3 2/22/21 40 T22937461 P03 2/22/21 19 T22937440 C3P 2/22/21 41 T22937462 V01 2/22/21 20 T22937441 C3V 2/22/21 42 T22937463 V02 2/22/21 21 T22937442 C5 2/22/21 43 T22937464 V03 2/22/21 22 T22937443 C5V 2/22/21 44 T22937465 VO4 2/22/21 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2023. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. LIII�i�. J STATE` OF &. RAnn;PE;ho.22Mg . lJ&A !ij :XUe 6634 arks East BW Tampa R.33616 February 22,2021 Finn, Walter 1 of 1 Job Truss Truss Type Qty Ply LOT 11/1 WATERSTONE 2644791 A01 ROOF SPECIAL g 1 T22937422 Job Reference o tional • - - - �. -n ••-••• „ - - o.wu s reu rc 4U1 I IVa.r eK maustrles, Inc. Mon t•eD 22 lU:41:5:32 2U21 Page 1 I D:OAgsmhRnU78gy81 pVrgZFsz3?jG-A1 RFdFODbiJI R_SOgZFhpijZQP?XLflBfiBBazicKT 1-4-0 6.3-0 12-11-0 19-10-0 26-9-0 33-5-0 39-8-0 1-0- i 6-8-0 6-11-0 6 11-0 6-8-0 6-T-0 5x6 = 6.00 12 Scale = 1:72.4 4x10 MT20HS 3.00 12 4x10 MT20HS ZZ LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CS1. TC 0.82 BC 0.81 WB 0.76 Matrix -AS DEFL. in (loc) I/defi Lid Vert(LL) 0.72 10-11 >659 240 Vert(CT) -1.17 10-11 >408 180 Horz(CT) 0.60 8 n/a n/a PLATES MT20 MT20HS Weight: 198 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4,6-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP M 31 'Except* WEBS 1 Row at midpt 6-11. 4-12 11-13,10-11: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Harz 2=435(LC 10) Max Uplift 2=941(1_C 12), 8=-941(LC 12) Max Grav 2=1761(LC 17), 8=1761(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5823/2890, 3-4=-5509/2649, 4-5=-2746/1621, 5-6=-2706/1613, 6-7=-5188/2655, 7-8=-5512/2886 BOT CHORD 2-13=-2462/5610, 12-13=-1450/3557, 11-12=-699/2224, 10-11=-1475/3148, 8-10=-2494/4991 WEBS 5-11=-544/1202, 6-11=-1280/862, 6-10=-848/2144, 7-10=-303/406, 5-12=-542/1257, 4-12=-1354/857, 4-13=-838/2335, 3-13=-288/406 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 9=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-10-0, Exterior(2R) 19-10-0 to 23-10-0, Interior(1) 23-10-0 to 41-0-0 zone;C-C for members -and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1:60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. 57This 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 20.0psf 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, with BCDL = IO.Opsf. 7) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 2=941, 8=941. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. %P�-DER ♦ �. No 228,9 '•, February 22,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 5119/2020 USE. rev. BEFORE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown,.and is for an individual building component,. not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent bucking 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see - ANSI1TP11 Qualify Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty 11/1 WATERSTONE T22937423 2644791 A02 HIP 2 rTJoobTReference (optional) irstaource (Plant Cary, FL), Plant Glry, FL - 3356/, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:48:34 2021 Page 1 I D:OAgsmhRnU78gyB1 pVrgZFsz3?jG-6PY?GOGGICyOY18r75cjnEo2AE5T?F6bezB IGSzicKR r1-4 q 6-3-0 12-11-0 19-0-0 20-8-0 26-9-0 33-5-0 39-8-0 V-0-q 1-4-0 6-3-0 6-1-0 1-8-0 11-0 6 8-0 6-3-0 1-4-0 6.00 12 5x6 = 5x6 = 5 6 Scale = 1:75.3 4xl0 MT20HS � 3.00 12 4x10 MT20HS 39-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defP Ld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.72 11-12 >661 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -1.17 11-12 >408 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.77 Horz(CT) 0.61 9 n/a file BCDL 10.0 Code FBC2020rrP12014 Matrix -AS Weight: 196 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4,7-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP M 31 *Except* WEBS 1 Row at midpt 4-13. 7-12 12-14,11-12: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=419(LC 11) Max Uplift 2=941(LC 12), 9=-941(LC 12) Max Grav 2=1770(LC 17), 9=1770(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5850/2966, 3-4=-5538/2734, 4-5=-2762/1652, 5-6=-2166/1472, 6-7=-2720/1668, 7-8=-5229/2708, 8-9=-5551/2950 BOT CHORD 2-14=-2550/5622, 13-14=-1511/3558, 12-13=-781/2331, 11-12=-1505/3156, 9-11=-2544/5027 WEBS 3-14=-286/415, 4-14=-872/2349,4-13=-1369/868, 5-13=-531/1223,6-12=-527/1170, 7-12=-1301/869, 7-11=-871/2167, 8-11=-300/415 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Exterior(2E) 19-0-0 to 20-8-0, Extedor(2R) 20-8-0 to 24-8-0, Interior(1) 24-8-0 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. G�, All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10:0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Bearing at joints) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 2=941,9=941. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. No 22839 gip' OF February 22,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. -- Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Ply LOT 11/1 ' T22937424 2644791 A03 HIP 2 1 1 . Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:48:35 2021 Page 1 I D:OAgsmhRnU78gy81 pVrgZFsz3?jG-ac6OTkHu W W4t9vjl ho7yJRKDbeOykfJktdwrouzicKQ 1-4012-11-0 17-0-0 22-8-0 26-9-0 33-5-0 39-8-0 1-0 1-4-0 6-3-0 6-8-0 4-1-0 5-8-0 4-1-0 6-8-0 6-3-0 1-4-0 6.00 12 5x6 = 5x8 = 5 23 24 6 Scale = 1:73.4 5x8 G 3.00 F12 5x8 LOADING (pso SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC20201TP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-4,7-10: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 2-15,9-11:.2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=378(LC 11) Max Uplift 2=-941(LC 12), 9=-941(LC 12) Max Grav 2=1540(LC 1). 9=1540(LC 1) 39-8-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.83 Vert(LL) 0.76.11-12 >625 240 MT20 244/190 BC 0.98 Vert(CT) -1.07 11-12 >444 180 MT20HS 187/143 WB 0.83 Horz(CT) 0.62 9 n/a n/a Matrix -AS Weight: 207 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at micipt 6-14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4920/3118, 3-4=-4601/2874, 4-5=-2467/1757, 5-6=-2200/1670, 6-7=-2476/1769, 7-8=-4601/2888, 8-9=-4920/3132 BOT CHORD 2-15=-2682/4628, 14-15=-1597/2891, 12-14=-1063/2198, 11-12=-1618/2860, 9-11=-2719/4444 WEBS 3-15=-333/430, 4-15=-924'/1878,4-14=-1086/816, 5-14=-484/844, 6-12=-503/864,• 7-12=-1019/817,7-11=-933/1771, 8-11=-347/429 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Exterior(2R) 17-0-0 to 21-0-0, Interior(1) 21-0-0 to 22-8-0; Exterior(2R) 22-8-0 to 26-9-15, Interior(1) 26-9-15 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ',to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �) * This truss has been designed for a live load of'20.Opsf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 2, 9 considers parallel.to grain, value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=941, 9=941. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied.directly to the bottom chord ® WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/17P11 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ER P No :22839 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 February 22,2021 Jab Truss Truss Type Qty Ply LOT 11/1 WATERSTONE • T22937425 2644791 A04 HIP 2 1 . Job Reference (optional) FirstSource (want City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:48:36 2021 Page 1 ID:OAgsmhRnU78gy81 pVrgZFsz3?jG-2ogmh4lXHpCkn3IDF WeBsftPi2nBTBFu6HgP KLzicKP r1 4-0, 6-3-0 12-11-0 15-0-0 i 19-10-14 24-8-0 26-9-0 i 33-5-0 39-8 0 p1-0-q '1-4-0' 6-8-0 2-1-0 4-10-14 4-9-2 2-1-0 6-3-0 1-4-0 6.00 F12 5x6 = 3x4 = 5x6 = 5x6 i 5 25 26 6 27 28 7 SvR 5x8 ::r 3.00 12 39-8-0 5x8 ZZ Scale = 1:73.4 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.81 BC 0.79 WB 0.73 Matrix -AS DEFL, V rt(LL) Vert(CT) Horz(CT) in (loc) I/defl Ud 0.71 15-16 >673 240 -1.17 13-15 >407 180 0.60 10 n/a n/a PLATES MT20 MT20HS Weight: 209 lb GRIP 2441190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 8-11,14: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP M 31 *Except* 14-16,12-14; 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=337(LC 11) Max Uplift 2=-941(LC 12), 10=-941(LC 12) Max Grav 2=1779(LC 17), 10=1779(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5808/3128, 3-4=-5465/2872, 4-5=-3256/1973, 5-6=-2896/1783, 6-7=-2797/1789 7-8=-3147/1981,8-9=-5218/2888,9-10=-5568/3144 BOT CHORD 2-16=-2701/5515, 15-16==1567/3518, 13-15=-1372/3037, 12-13=-1592/3185, 10-12=-2732/5037 WEBS3-16=-332/434, 4-16=-956/2212,4-15=-1141/807, 5-15=-783/1365,6-15=-336/245, 6-13=-339/251, 7-13=-794/1321, 8-13=-1087/813, B-12=-965/2065, 9-12=-344/434 ��1'lII IIJq*�', NOTES- 1) Unbalanced roof live loads have been considered for this design, Wi Wind: 7-16; ER P i �� v • • C.E NS'.•• 2) ASCE Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. •• 00 II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1).2-8-0 to 15-0-0, Extedor(2R) •' No 22'Oyu 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 24-8-0, Extedor(2R) 24-8-0 to 28-8-0, Interior(1) 28-8-0 to 41-0-0 zone;C-C for members and forces & MWFRS for r' * a : reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 31 Building Designer / Project engineer responsible for verifying applied roof live load shown avers rain loading requirements specific ?k to the. use of this truss component 4) Provide adequate drainage to prevent water ponding. OF 5) All plates are MT20 plates unless otherwise indicated. W� Q 6 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.,t�'•� * • 40" Q', • �� P) 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 the tom s 0 ,'��II� will n chord and any er with BCDL = 8) Bering at 0va N p► , `,, joint(s) 2, 110 considerspa allel tohgra grainmbers, value using ANS /TPI angle to grain formula. Building designer should verify `` it capacity of bearing surface. 0 9) Provide mechanical connection (by others) oftruss to bearing plate capable of withstanding 100 Ib uplift_ atjoint(s) except (jt=lb) Walter',Afin RE w!2839 2=941,10=941. M1Tek;USA InC: EL Cert 6634. 10) This truss design requires that'a minimum of 7/16" structural woad sheathing be applied directly to the top chord and 11Z' gypsum 6904 Parke East Blvd T&KIWFL 33610 sheetrock be applied directly to the bottom chord'. Date: February 22,2021 ®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 chard members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery,'erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 11/1 WATERSTONE ' T22937426 2644791 A05 HIP 1 1 Job Reference (optional) 'M rUNZ triam guy, ram), ridm Ugly, rL - 33567, 8.43U s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:48:37 2021 Page 1 ID:OAgsmhRnU78gy8lpVrgZFsz3?jG-W E8uQJ927KbPDtPpD9QOsQaRR6xCaalLxPytnzicKO 1 4 0 6-3-0 13-0-0 19-10-0 26 8-0 33-5-0 39-8-0 1-0 1-416-3-0 6-9-0 610-0 6-10-0 6-9-0 6-3-0 14-0 6x8 = 6.00 12 23 24 45 = 5 25 26 6x8 = 5x8 3.00 12 5x8. C 8-8-0 31-0-0 Scale = 1:73.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.70 10-11 >684 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.90 11-13 >529 180 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.58 8 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -AS Weight: 202 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 *Except* TOP CHORD Structural wood sheathing directly applied. 4-6: 2x6 SP No.2, 1-3,7=9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP M 31 *Except* 12-14,10-12: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=295(LC 11) Max Uplift 2=-941(LC 12), 8=-941 (LC 12) Max Grav 2=1540(LC 1), 8=1540(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -Ail forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4905/3142, 3-4=-4588/2877, 4-5=-3070/2078, 5-6=-3070/2086, 6-7=-4588/2893, 7-8=4905/3157 BOT CHORD 2-14=-2714/4507, 13-14=-1515/2847, 11-13=-1780/3261, 10-11=-1539/2847, 8-10=-2744/4430 WEBS 3-14=-343/462, 4-14=-1005/1833, 4-13=-158/550, 5-13=-418/304, 5-11=-418/304, 6-11=-158/550, 6-10=1014/1754, 7-10=-353/461 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedar(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Extedor(2R) 13-0-0 to 17-0-0, Interior(1) 17-0-0 to 26-8-0, Extedor(2R) 26-8-0 to 30-8-0, Interior(1) 30-8-0 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific "'to the, use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf 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. 7) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of.truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=1b) 2=941, 8=941. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ER'P F No- 22839 February 22,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general' guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI I Pl1 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 11/1 WATERSTONE T22937427 2644791 A06 HIP 1 1 Job Reference (optional) ers Firstauurce (Franc coy, FL), Fiant city, FL - 33b6t, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:48:39 2021 Page 1 I D:OAgsmhRnU78gy81 pVrgZFsz3?jG-SNMuJ5KPakaJeW 1 oweBuUHVwdFmFgYRKoFu3xgzicKM 1 4-0 6-3-0 11-0-0 16-1-13 1323.6-3 28-8-0 33-5-0 39-8-0 1-0- 1-4-0 6-3-0 4-9-0 5-1-13 7.4-5 5 1-13 4-9-0 6-3-0 1-4-0 5x6 = Scale=1:72.0 5x6 = 2x4 11 = 23 5 6 24 7 5x6 5x8 3.00 12 5x8 22-9-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.88 12-13 >540 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -1.12 12-13 >424 180 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.67 9 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -AS Weight: 190 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied. 4-5,5-7: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 *Except* 12-14,11-12: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=254(LC 11) Max Uplift 2=-941(LC 12), 9=-941(LC 12) Max Grav 2=1540(LC 1). 9=1540(LC 1) FORCES. (lb),- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4879/3108, 3-4=-4605/2859, 4-5=-4006/2615, 5-6=-4010/2610, 6-7=-4010/2610, 7-8=-4605/2876,8-9=-4879/3124 BOT CHORD 2-14=-2678/4404, 13-14=-1768/3267, 12-13=-2204/4020, 11-12=-1794/3267, 9-11=-2709/4402 WEBS 3-14=-273/407, 4-14=-817/1534,4-13=-526/1012, 5-13=-416/382, 6-12=-356/391, 7-12=-532/1019, 7-11=-826/1492, 8-11=-283/407 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Exterior(2R) 11-0-0 to 15-0-0, Interior(1) 15-0-0 to 28-8.0, Exterior(2R) 28-8-0 to 32-8-0, Interior(1) 32-8-0 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific "� to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 2=941, 9=941. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. �N��,,'CeR ,P, F ate Ab • Na 22839 p .S •• �� vp i�(1• O. R Q;.• �. Date: February 22,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473rev. 5/19/202o BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII 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 11/1 WATERSTONE ' 2644791 A07 HIP 1 .1 T22937428 F"ilrlcrc'LirerCn„­ rDl­ r•a., ri 1 Job Reference (optional) 1 rvn.i ert rrr—m—, mu. Mun reu zz-Iu:4C:4u zuzi rage i ID:OAgsmhRnU78gy81 pVrgZFsz3?jG-xZwGWRL1 L2iAGgb_UMj7OV214f6wPxlT1 vecT6zicKL 1 4-0 6-3-0 9-0-0 15-1-1 19-10-0 24-6-15 30-8-0 33-5-0 39-8-0 1-0- 1-4-0 6-3 6-1-1 4-8-15 4-8-15 6-1-1 2-9-0 6-3-0 1-4-0 Scale = 1:72.0 r 6x12 MT20HS = 2x4 II 5x8 = 6.00 12 4 25 26 5 27 6 2x4 3 1.5x8 STP = 24 23 2 16 15 14 m 1 6x8 = 5x8 = 6x12 MT 2x4 11 28 7 29 30 6x12 MT20HS = m 0 N 32 1.5x8 STP = 0 0 10 O 5x8 3.00 12 5x8 LOADING (psD SPACING- 2-0-0 CS1. DEFL. in ([cc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip. DOL 1.25 TC 0.98 Vert(LL) . 1.25 14 >382 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -1.55 14 >308 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WS 0.79 Horz(CT) 0.79 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS - Weight: 189 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied. 4-6,6-8: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=213(LC 11) Max Uplift 2=-941(LC 12), 10=941(LC 12) Max Grav 2=1540(LC 1), 10=1540(LC 1) FORCES. (lb) -Max. Comp./Max. Ten, -All, forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4839/3055, 3-4=-4661/2867, 4-5=-5397/3395, 5-6=-5397/3395, 6-7=-5397/3381, 7-8=-5397/3381, 8-9=-4661/2883, 9-10=-4839/3070 BOT CHORD 2-16=-2624/4361, 15-16=-2178/4009, 14-15=-3170/5688, 13-14=-3170/5688, 12-13=-2203/4009, 10-12=-2655/4361 WEBS 3-16=-150/306, 4-16==647/1213, 4-15=-925/1608, 5-15=-302/347, 6-15=-414/217, 6-13=-414/218, 7-13==302/347, 8.13=-925/1608, 8-12=-654/1197, 9-12=-160/305 NOTES- 1 ) Unbalanced roof live loads have been considered for this design. P 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; ��,,` P��ER F� E N h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS �� v� • �,Ci S•••.�'Y !j . �i (directional) and C-C Exterior(2E) =1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 �� +• V F • •' to 13-0-0, Interior(1) 13-0-0 to 30-8-0, Exterior(2R) 30-8-0 to 34-8-0, Interior(1) 34-8-0 to 41-0-0 zone;C-C for members and forces & `►� �. •NO-'. •° MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 • aMti 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component, 43 Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 bottom chord live load i 0— Aa psf 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 0 0 ", • • 40 T •• P • will fit between the bottom chord and any other members. 8) Bearing at joint(s) 2, 10 considers to'grain ANSI/TPI �� ,j�S Q• R parallel value using 1 angle to grain formula. Building designer should verify capacity of bearing surface. IS�QN 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=1b) 2=941, 10=941. WaiteP Flnn PE o22839 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MiTek:USA, InC , N Gert 6634: sheetrock be applied directly to the bottom chord. 6904'Parke EastBh/d TAMP '33610 Date:: February 22,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing is always required for stability and to MiTek prevent collapse with possible personal injury and property damage. 'For general -guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSI?P/1 Quality Criteria, DSB-89 and SCSI 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 11/1 WATERSTONE ' 2644791 A08 HIP GIRDER 1 T22937429 3 rc n„ride � c•.�..��.,.,, i Job Reference o lional �•� • •• •��� �� r, �I, V laiIL i Ky, 11 - ooaor, 8.43U s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:48:44 2021 Page 1 ID:OAgsmhRnU78gy81 pVrgZFsz3?jG-pK9nMpOYPHCckHwniBn3BLCpoGWiLnQ3yWcgctzicKH 1-4-0 4-4-4 7-0-0 10-1-4 15-6=9 19-10-0 24-1-7 29-6-12 32-8-0 35-3-12 39-8-0 1-0 1-4-0 4-4 4 2-7-12 3-1-4 5-5-6 4-3-7 4--3 5 5 6 3-1 4 2-7-12 4-4-4 '14-0 6x8 = 6.00 12 4x6 = 4 26 5 27 28 2x4 = 3 1.5x8 STP = z 1 19 40 41 42 18 7,.1n = 5x6 3.00 12 4x6 = 7xl0 = 4x6 = 4x6 = 629 30 31 32 7 33 34 835 36 37 38 9 39 17-1-5 6x8 = 10 7x10 = Scale = 1:72.0 N 1.5X8 STP = N 12 13 v l� I f 0 5x6 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020rrP12014 CSI. TC 0.61 BC 0.75 WB 0.65 Matrix -MS DEFL. in (loc) . 1/deft Lid Vert(LL) 1.10 16-17 >434 240 Vert(CT) -1.35 16-17 >353 180 Horz(CT) 0.56 12 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 710 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 5-7-1 oc purlins. 4-7,7-10: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x6 SP No.2 `Except` 17-19,14-11:2x6 SP M 26 WEBS 2x4 SP No.3 .REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Horz 2=171(LC 7) Max Uplift 2=1844(LC 8), 12=1963(LC 8) Max Grav 2=3189(LC 1), 12=3295(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11384/6246, 3-4=-11711/6332, 4-5=-11556/6280, 5-6=-16740/9203, 6-7=-18905/10513, 7-8=-18998/10614, 8-9=-16982/9465, 9-10=-11964/6727, 10-11=-1215616821, 11-12=-11801/6706 BOT CHORD 2-19=-5549/10445, 18-19=-7948/14669, 17-18=-10104/18447, 16-17=-10659/19320, 15-16=-10264/18594,14-15=-8307/14998,12-14=-5966/10824 WEBS 3-19=-480/655, 4-19=2622/5080, 5-19=-3724/2318, 5-18=-1179/2487, 6-18=-2058/1410, 6-17=-250f714, 7-17=533/569, 7-16=-406/429, 8-16=-147/641, 8-15=-1928/1269, 9-1 5=-1 045/2368, 9-14=-3618/2198, 10-14=-2659/5115, 11-14=-5531701 NOTES- ,,�� .� ER p 1) 3-ply truss to be connected together with 1 Cd (0.131"x3") nails as follows Top chords connected follows: 2x4 • ,�� �Q.:�' •E 'V �i \G' N's�•. �I.0• as - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0 9 0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. is Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. • :' � No, 22839 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. a) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.': •(v 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 Q 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific T '• Q;•' • to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) 4P Q R �� � s••�' G� � 0 All plates are MT20 plates unless otherwise indicated. 8) This truss N..; N A has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Walter'A.O in PE;No.22839 will fit between the bottom chord and any other members. MiTek; USA. Inc. FL Cert.6634 10) Bearing at joint(s) 2, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 6904 Parke East$Wd Tailipa_--F1:33610 capacity of bearing surface. Date: Continued on page 2 February 22,2021 ® WARNING -Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 6119/2020 BEFORE USE. rev. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability to MiTek and 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 SCSI 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 11/1 WATERSTONE ' 2644791 A08 HIP GIRDER 1 T22937429 n = 1.o„rra Job Reference (optional) .......... ..�.. ,.", 11, , ,ru,. ,.r, , - .i.i.i , NOTES- d.a,su s t-eD 1 z tun mi I eK Industries, Inc. Mon Feb 22 10:48:44 2021 Page 2 I D:OAgsmhRnU78gy81 pVrgZFsz3?jG-pK9nMpOYPH CckHvmjBn3BLCpoGWiLnQ3yWcgctzicKH 11) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 2=1844, 12=1963. 12).Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 116 lb down and 184 lb up at 7-0-0, 116 lb down and 184 Ito up at 9-0-12, 116 lb down and 184 lb up at 11-0-12, 116 lb down and 184 lb up at 13-0-12, 116 lb down and 184 lb up at 15-0-12, 116 lb down and 184 lb up at 17-0-12, 116 lb down and 184 lb up at 19-0-12, 116 lb down and 184 lb up at 20-7-4, 116 lb down and 184 lb up at 22-7-4, 116 lb down and 184 lb up at 24-7-4, 116 lb down and 184 lb up at 26-7-4, 116 lb down and 184 lb up at 28-7-4, and 116 lb down and 184 lb up at 30-7-4, and 339 lb down and 483 lb up at 32-8-0 on top chord, and 449 lb down .and 168 lb up at 7-0-0, 82 lb down at 9-0-12, 82 lb down at 11-0-12, 82 lb down at 13-0-12, 82 lb down at 15-0-12, 82 lb down at 17-0-12, 82 lb down at 19-0-12, 82 lb down at 20-7-4, 82 lb down at 22-7-4. 82 lb down at 24-7-4, 82 lb down at 26-7-4. 82 lb down at 28-7-4, and 82 Ib down at 30-7-4, and 449 lb down and 168 lb up at 32-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-10=-54, 10-13=54, 19-20=-20, 14-19=20, 14-23=-20 Concentrated Loads (lb) Vert: 4=-116(B) 10=-282(B) 17=60(B) 18=-60(B) 16=-60(B) 15=-60(B) 26=-116(B) 27=-116(B) 28=-116(B) 29=116(B) 31=-116(B) 32=-116(B) 33=-116(B) 34=-116(B) 36=-116(B) 37=-116(B) 38=-116(B) 39=116(B) 40=-449(B) 41=-60(B) 42=60(B) 43=-60(B) 44=-60(B) 45=-60(B) 46=-60(B) 47=-60(B) 48=-60(B) 49=-449(B) WARNING -Verify design parameters and READ NOTESON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTeko wnnectors. 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/TPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 11/1 WATERSTONE ' ' T22937430 2644791 A09S ROOF SPECIAL 1 :1 Job Reference (optional) cuu0ers rirstaource (Plant city, FL), Plant uny, t-L - 33bs7, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:48:45 2021 Page 1 I D:ZMxMAZ?I9fwXgbQKMXcO3Uz2JYl-HXj9a9PAAaKTM RUyHvl ljYlyfgow4EOCAALN9JzicKG 8-0-0 i 16-0-0 19-0-0 18-r1-0 26-8-0 31-0-0 i 33-5-0 39-8-0 p1-0-9 8-0-0 8-0-0 3-0-0 0-6-0 7-2-0 4-4-0 2-5-0 6-3-0 1-4-0 5x6 = 6.00 12 Scale = 1:72.6 3x6 = 5x8 = 6x12 MT20HS = 3x6 C 3.00 12 31-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.27 15-16 >845 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.42 15-16 >555 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.02 15 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -AS Weight: 202 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 5-15: 2x4 SP No.3 1-8-0 cc bracing: 13-15 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-16, 3-15 REACTIONS. (size) 1=Mechanical, 9=0-8-0, 15=0-3-8 Max Horz 1=-350(LC 10) Max Uplift 1=-457(LC 12), 9=-592(LC 12), 15=-716(LC 12) Max Grav 1=837(LC 17), 9=1005(LC 18), 15=1740(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1191/827, 2-3=-1053/850, 3-4=-209/496, 4-5=-159/409, 5-6=-978/784, 6-7=-11021779, 7-8=-2216/1299, 8-9=-2530/1468 BOT CHORD 1-16=-565/1275, 15-16=-50/350, 13-15=-1055/746, 5-13=-921/779, 11-12=-874/1836, 9-11=-1201/2278 WEBS 2-16=-544/578, 3-16=-520/1131,3-15=-835/221, 5-12=-493/1046, 7-12=-1111/666, 7-11 =-334/8 82, 8-11=-320/313 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 16-0-0, Extedor(2E) 16-0-0 to 19-0-0, Interior(1) 19-0-0 to 26-8-0; Extedor(2R) 26-8-0 to 30-10-4, Interior(1) 30-10-4 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. S) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This'truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where' a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. S) Bearing at joint(s) 9 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 1=457, 9=592, 15=.716. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. SO E N No- 22839 February 22,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid far use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 11/1 WATERSTONE r 2644791 A10S Roof Special 1 1 T22937431 maid— M_#Q, a 1o1-1; Cr Job Reference (optional) __ - - ---- - -�• •-••• -••�• • - ---•-• • o.wu s reu rc cu4 i rvo r ex mousRres, Inc. mon FeD ZZ IU:4t5:46 ZUZ1 Pagel I D:ZMxMAZ?I9fwXgbQKMXcO3Uz2JYl-IjHYnVQowuTJ_b38gcgXGmI SQ4AnplAMPg5xhmzicKF 8.3-4 16-0-0 19-8-0 1-0-0 28-8-0 31-0-0 35-1-5 39-&0 1-0-0 8.3-0 7-8-12 3-8-0 1-4-0 7-8.0 2-4.0 4-1-5 4.6.11 1-4-0 5x6 = 6.00 12 Scale=1:72.6 7xl0 = 4x10 MT20HS II 3x6 = 3x6 3x4 = 3.00112 21-0-0 .10-1-4 19E-0 19 -0 28A-0 31-0-0 39-8-0 10-1-0 9-4-12 0- -0 7-e-0 z-.a-o &e-o 1-4-0 Plate Offsets (X,Y)-- [2:0-4-0,0-3-0] [6:0-5-8 0-2-41 [9:0-1-10 0-0-7] H4:0-2-12 0-2-121 [16.0-3-8 Edge] [17:0-3-12 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) . 0.23 17-20 >999 - 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.40 17-20 >585 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 221 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 4-16: 2x4 SP No.3 3-10-0 oc bracing: 14-16 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-17, 14-17, 3-14, 6-13 REACTIONS. (size) 1=Mechanical, 16=0-4-0, 9=0-8-0 Max Horz 1=-350(LC 10) Max Uplift 1=310(LC 12), 16=-1002(LC 12), 9=-453(LC 12) Max Grav 1=610(LC 21), 16=1841(LC 1), 9=674(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-838/468, 2-3=-696/528, 3-4=-379/983, 4-5=-438/901, 5-6=-269/528, 6-7=-657/466, 7-8=-1148/646, 8-9=-1609/1037 BOT CHORD 1-17=-222/805, 14-16=-1756/1235, 13-14=-599/705, 12-13=-46/601, 11-12=-327/952, 9-11=-836/1440 WEBS 2-17=-533/580, 3-17=626/894, 14-17=-386/367, 3-14=-1393/969, 5-14=-689/491, 5-13=-239/670, 6-13=1204/819,6-12=-254/528, 7-12=-590/422, 7-11=-144/451, 8-11=-470/465 NOTES- 1) Unbalanced roof live loads have been considered for this design. �� P 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. , `PSI F �� II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 16-0-0, Extedor(2R) 16-0-0 �� v • IV •E •,r G. •• ti to 20-0-0, Interior(1) 20-0-0 to 28-8-0, Extedor(2R) 28-8-0 to 32-8-0, Interior(1) 32-8-0 to 41-0-0 zone;C-C for members and forces & �� .� �. SF '•� �i MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ••, 0. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific N' . r22839 :. to the use of this truss component. It 4, Provide adequate drainage to prevent water ponding. r_. 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. �� • A'; F �• W 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a b 3-6-0 tall rectangle 2-0-0 wide will fit between the bottom chord and any other members. g y ��,� •. Q. :_��� 13) Refer to girder(s) for truss to truss connections. j��V •..,,� 9) Bearing at joint(s) 9 considers parallel to grain value using ANSIlrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (]t=lb) 1=310, 16=1002, 9=453. WalterP=Rnn PE`No22 01 11) This truss design requires that a minimum of 7/16" structural woad sheathing be applied directly to the top chord and 1/2" gypsum MITek;USti, In. FL Cett8 9 sheetrock be applied directly to the bottom chord. 6 ". Parki.East9' d; Tar"' IFL33610 Date: February 22,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component,, not wOF a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT11/1 WATERSTONE • ' T22937432 2644791 A11S ROOF SPECIAL 1 1 Job Reference o tional —y, 8.43u s t-eo 1z zuzl mi I eK Industries, Inc. Mon Feb 22 10:48:48 2021 Pagel t s-4-d ID:ZMxMAZ?I gfwXgbQKMXcO3Uz2JYl-i6Pl CAR2SVj1 DvDXyl s?LBNT6tgoHeBfs8al IezicKD 8-0-0 15-8-0 . 76 19-6-0 23-0-0 30-8-0 33-5-0 39-8-0 1-0-0 .1.2 7-8-0 0-4- 3-2-0 3-6-0 7-8.0 2-9-0 6.3.0 1-4-0 0-4.0 Scale = 1:74.0 6xl2 MT20HS = 6.00 12 3x6 = 5x8 = 6x8 = 3x6 3.00112 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.28 14-15 >834 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.43 14-15 >542 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.02 14 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -AS Weight: 196 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 4-14: 2x4 SP No.3 2-2-0 oc bracing: 12-14 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-15, 3-14 REACTIONS. (size) 1=Mechanical, 8=0-8-0, 14=0-3-8 Max Horz 1=347(LC 10). Max Uplift 1=445(LC 12), 8=-582(LC 12), 14=-738(LC 12) Max Grav 1=832(LC 17), 8=978(LC 18), 14=1727(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1179/821, 2-3=-1039/842, 3-4=-162/434, 4-5=-88/302, 5-6=-1327/934, 6-7=-2121/1273, 7-8=2428/1506 BOT CHORD 1-1 5=-538/1262,14-15=-54/338, 12-14=-1051/736, 4-12=-242/271, 11-12=-540/923, 10-1 1=-798/1698, 8-1 0=-1236/2186 WEBS 2-15=-534/568, 3-15=-516/1128, 3-14=-893/308, 5-12=-1216/892, 5-11=-52/517, 6-11=-489/305, 6-10=357/883, 7-10=-300/371 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=401t; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 16-0-0, Exterior(21R) 16-0-0 to 20-0-0, Interior(1) 20-0-0 to 30-8-0, Exterior(2R) 30-8-0 to 34-8-0, Interior(1) 34-8-0 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. §) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Refer to girder(s) for truss to truss connections. '9) 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=445, 8=582, 14=738. 11) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. c�P� 1eR.' tP������,i ,� Pam• _.. '.: . No 22839 > Fi NAV flllll February 22,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I1912020 BEFORE USE. fat 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 ANSVTPl1 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, MO 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 11/1 WATERSTONE r • 2644791 Al2S ROOF SPECIAL GIRDER 1 1 T22937433 M.HA c Job Reference (optional) - - --- -- ---- --„ - -,• .._. - --..,, . - --_-• , o.— a rcu is cuc r wn r eK maustries, Inc. Mon heD zz iu:4ts:49 zuz1 Page 1 I D:ZMxMAZ?I9fwXgbQKMXcO3Uz2JYl-AlygP WSgDprur3nj WINEuOvdxHCB00bo5oJb 15zicKC 4-10-15 10-0.4 13-8-0 18-4-0 9.6- 25-0-0 27-4-0 29-9-0 32-8-0 34-7-14 39-8-0 1-0- 4-10-15 5-1-4 3-7-12 4-B-0 -2-0 5-6.0 2-4-0 2-5-0 2-11-0 1-11-14 5-0-2 1-4-0 w Scale = 1:71.5 5x6 = 3x6 = 5x8 4 32 5 5 6.00 12 3x4 i 3 2x4 \\ 2 0 1 6x8 = 0 25 24 23 35 22 21 3x4 = 13gsy§a= 5x6 11 x — 7x10 = 2x4 11 4x6 = 5x8 = 7 8 9 3x4 Q 34 11 1 1.5x8 STP = 19 2x4 11 0 17 36 16 37 15 d 14 12 v N 7x10 = 6x8 = 5x6 = .2x4 11 131 6 3x8 = 4x6 3.00 12 [1:0-0-4,Edge], [4:0-3-0,0-2-0], [5:0-3-0,0-2-0], [7:0-6-0,0-3-8], [10:0-1-12,0-2-12], [12:0-3-2,0-0-8], [15:0-4-0,0-3-0], [17:0-3-4,0-1-8], [18:0-2-12,0-3-8], LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.31 15-16 >777 240 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.36 15-16 >671 180 BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(CT) 0.04 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 7-10: 2x6 SP No.2 BOT CHORD BOT CHORD 2x4 SP No.2 *Except* 6-22: 2x6 SP M 26, 18-20,8-17` 2x6 SP No.2,12-15: 2x4 SP M 31 WEBS WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 22=0-3-8, 12=0-8-0 Max Horz 1=303(LC 6) Max Uplift 1=-317(LC 8). 22=-1238(LC 8), 12=-861(LC 8) Max Grav 1=783(LC 13), 22=2448(LC 2), 12=1254(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1302/544, 2-3=-1196/532, 3-4=-415/261, 4-5=-343/271, 5-6=-374/306, 6-7=-412/1210, 7-8=-2951/2010, 8-9=-2766/1891, 9-10=-3163/2061, 10-11=-3666/2284, 11-12=-3686/2214 BOT CHORD 1-25=-345/1359, 23-25=-110/812, 22-23=-729/515, 20-22=-2372/1299, 6-20=-1638/872, 19-20=-913/1429,18-19=-891/1425,16-17=-670/1160,15-16=-1834/3368, 14-15=-1881/3340,12-14=-185613304 WEBS 2-25=-312/324, 3-25=-238/650, 3-23=576/413, 4-23=-251/121, 6-23=-460/1057, 7-20=-2472/1631, 9-18=-540/368, 10-15=-640/1368, 11-15=-455/204, 9-16=-155/283, 10-16=-338/293,16-18=-1155/2051,7-18=-968/1769 PLATES GRIP MT20 244/190 Weight: 235 lb FT = 20% Structural wood sheathing directly applied or 2-5-11 oc pudins. Rigid ceiling directly applied or 4-4-8 oc bracing. Except: 5-4-0 oc bracing: 20-22 1 Row at midpt 7-20 NOTES- 1) Unbalanced roof live loads have been considered for this design. �) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 8=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=317, 22=1238, 12=861. Continued on page 2 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPN quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 O CIE Fi �e �♦♦ �'• � C :ENS ..,•iji i��, No -22&3 ..� iStA F �,. �.n • .Q' R, V �'►rr. ,� WalterP Finn,BE;No.22899 MITek (JSA, Inc: FL Ceif.6634. '6904 Parke East BNd. Tartlpa_FL 33610 Date: February 22,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Jab Truss Truss Type Qty Ply LOT 11/1 WATERSTONE r ' T22937433 2644791 Al2S ROOF SPECIAL GIRDER 1 1 Job Reference (optional) "•'••""•" • ^"•"""•"" �• •'•• Y. 1, Y. 6.9dU s reD 1Z ZUZI NIIJ eK Inaustrles, Inc. Mon reD ZZ 1U:45:49 ZU21 Page 2 NOTES- ID:ZMxMAZ719fwXgbQKMXcO3Uz2JYl-AlygP WSgDprurinj WINEuOvdxHCB00bo5oJbl5zicKC 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 156 lb down and 184 lb up at 28-7-4, and 156 lb down and 184 lb up At 30-7-4, and 379 lb down and 454 lb up at 32-8-0 on top chord, and 82 lb down at 28-7-4, and 82 lb down at 30-7-4, and 449 lb down and 168 lb up at 32-6-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAp CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-54, 5-7=-54, 7-10=-54, 10-13=-54,22-26=-20, 21-22=-20,18-20=-20,15-17=-20, 15-29=-20 Concentrated Loads (lb) Vert: 10=-282(F)15=-449(F)33=-116(F)34=116(F)36=,60(F)37=-60(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 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 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 oftrusses and truss systems, see . ANSNTP11 Quality Criteria, DSB-89 and,BCS1 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 11/1 WATERSTONE 2644791 B02S Hip 1 1 T22937434 Job Reference (optional) 'ay, rL - aaaor, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:48:50 2021 Page 1 ID:ZMxMAZ719fwXgbQKMXcO3Uz2JYl-eU W2dsTJ_7zlTCMv3SuTQCSrNhbdlZ4xKS38gXzicKB 6-3-9 11-8-0 19-6-8 0-4 28-0-0 6-3-9 5-4-7 7-10-8 9-8 7-8-0 Scale = 1:48.6 5x8 = 3x6 = 5x6 = 3 21 22 23 24 3x4 = 2x4 11 3x4 = 3x8 = 3x6 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate -Grip DOL 1.25 TC 0.60 Vert(LL) 0.09 13-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.11 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Harz(CT) 0.02 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 156lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT'CHORD 2x4 SP No.2'ExcepV BOT CHORD Rigid ceiling directly applied. Except: 4-10: 2x6 SP No.2 6-0-0 cc bracing: 8-10 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-8 REACTIONS. (size) 1=Mechanical, 10=0-2-8 Max Horz 1=200(LC 11) Max Uplift 1=307(LC 12). 10=-856(LC 12) Max Grav 1=637(LC 21), 10=1523(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1021/525, 2-3=-551/315, 3-4=-279/680, 4-5=-361/747, 5-6=-332/572 BOT CHORD 1-13=-493/931, 11-13=-493/931, 8-1 0=-1 437/1070, 4-8=-331/297, 7-8=-566/456, 6-7=-472/429 WEBS 2-11=-587/461, 3-11 =-1 0 1/404, 8-11=-231/424, 3-8=-1048/721, 5-8=-821/615, 5-7=-70/265 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=16omph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 11-8-0, Exterior(2R) 11-8-0 to 17-3-14, Interior(1) 17-3-14 to 20-4-0, Exterior(21R) 20-4-0 to 25-11-14, Interior(1) 25-11-14 to 28-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. $) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-64 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 1=307, 10=856. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,���11111f/II�� O���P��ER P Fi ��. No :22880 .01 p' $ OF �!! Mint MiterA." Flnq PE;No22839 MITekUSA, Ix FL Cert,6634 :6904 Parke East Blvd. Tampa FL 93610 Date:, February 22,2021 ALWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 end BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 11/1 WATERSTONE r T22937435 2644791 803S Roof Special 1 1 Job Reference o tional ounuers.Firstaource (Plant city, FL), Plant City, FL - 3356/, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:48:52 2021 Page 1 ID:ZMxMAZ?19fwXgbQKMXcO3Uz2JYl-atep2YUZWkDTiW WI BtwxV1 XFTU KgDQTEnmYFuPzicK9 5-3-4 10-0-0 1Q-4-0 14-11-4 19-6-8 22-4-0 28-0-0 5-3-4 4-8-12 0-4-0 4-7-4 4-7-4 2-9-8 5-8-0 Scale = 1:48.9 5x8 3x4 = 3 4 9r 5 �a 3x6 = 4x6 = cn 3x4 = 2x4 II 3x4 = 3x4 = 3x8 = 3x6 II LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.06 16-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.06 16-19 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.02 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 155 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 6-12: 2x6 SP No.2 6-0-0 oc bracing: 10-12 WEBS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 12=0-2-8 MaxHorz 1=165(LC11) Max Uplift 1=-307(LC 12), 12=-856(LC 12) Max Grav 1=603(LC 17). 12=1523(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-975/595, 2-3=-561/392, 3-4=-401/402, 5-6=-633/1031, 6-7=-163/375, 7-8=-275/477 BOT CHORD 1-16=-597/951, 14-16=-597/951, 13-14=-222/500, 10-12=-1477/1126, 6-10=816/711, 9-1 0=-1 126/913, 8-9=-395/351 WEBS 5-10=-1241/919, 6-9=740/970, 7-9=-457/454, 4-14=-148/342,4-13=-485/396, 5-13=-241/423, 2-14=-491/427 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 10-0-0, Extedor(2E) 10-0-0 to 10-4-0, Interior(1) 10-4-0 to 22-4-0, Extedor(2R) 22-4-0 to 26-4-0, Interior(1) 26-4-0 to 28-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. $) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 'J) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 1=307, 12=856. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. •+• NO 228.39 0 Aft. 00 ♦♦♦, WalterP'Flfin PENo22839. N)1Tek,USA, Inc, FL Ceit 6634 '6904' Parke'East Blvd(Taifioa FL33610 Date . February 22,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. Design valid for use only with 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 ANSUTP11 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 11/1 WATERSTONE � T22937436 2644791 C1 Jack -Open 4 1 Job Reference (optional) ce (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:48:532021 Page 1 I D:16Wz51_ms7aK38?AGu6Ks4zcPzM-23CBFuVBH 1 LKKg5UlaSA2E4Q3ummy?n OOQ HoRszicK8 -1-4-0 0-11-4 1-4-0 0-11-4 Scale = 1:7.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 _.5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n1a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 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=Mechhanical Max Horz 2=91(LC 12) Max Uplift 3=3(LC 1), 2=-227(LC 12), 4=-15(LC 1) Max Grav 3=23(LC 12); 2=158(LC 1), 4=51(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250. (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3, 4 except Qt=lb) 2=227. �` yJp' • \C•N .E �`� ..••�,SF•' i. No, ;22839 k S .• i�. S •.....•e N A' WalterP, Rtin PE No22839 ,Mffek USA, iiie. FL Cert.6634 6904 Parke 601vd. TairOTL 33610 Date: February 22,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MRFJ(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 foran individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 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 r Truss Truss Type Qty Ply LOT 11/1 WATERSTONE 2644791 C1P JACK -OPEN 6 1 T22937437 Ruilriprc FtrstRnu o IPlanf Cie„ PI N Job Reference o tional 8.430 s Feb iz zuzl ml I ek Inaustrles, Inc. Mon Feb 22 10:48:53 2021 Page 1 ID:Iwdfjg6kDdOtaytd8MG5DmygxQZ-23CBFuVBH1 LKKg5UIaSA2E4Q3ummy?nOOQHoRszicK8 -1-4-0 0-11-4 1-4-0 0-11-4 Scale = 1:7.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC . 0.26 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 5 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/rP12014 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 pudins. 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=91(LC 12) Max Uplift 3=6(1_C 9), 2=-246(LC 12), 4=-23(LC 17) Max Grav 3=17(LC 12), 2=158(LC 1), 4=37(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=o.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown;, Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3, 4 except (jt=lb) 2=246. ® 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 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 oftrusses and truss systems, see ANS1frPll Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 MF MiTek' 6904 Parke East Blvd. Tampa, FL 36610 February 22,2021 Job Truss Truss Type Qty Ply LOT 1111 WATERSTONE 2644791 C1V JACK -OPEN 6 1 T22937438 o„n.re, r, .c ,.. err. Job Reference (optional) r J. _ilL. 11y, FU- OODUt, t3.4ju s Feb 12 2U21 MiTek Industries, Inc. Man Feb 22 10:48:542021 Page 1 ID:ZMxMAZ719fwXgbQKMXcO3Uz2JYl-WGmZSEWp2LTBxgghllzP65dbpl6OhS1XF41 MzlzicK7 -1-4-0 0-11-4 1-4-0 0-11-4 Scale = 1:7.6 Plate Offsets (X,Y)-- f2:0-0-15 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 0.26 Vert(LL) 0.00 7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 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 FBC2020ITP12014 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 6-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 2=91(LC 12) Max Uplift 3=4(LC 9). 2=-21 O(LC 12), 4=-14(LC 1) Max Grav 3=17(LC 12), 2=158(LC 1), 4=41(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone;C-C for members and forces R M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown Covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should, verify ,,,P�,�ER p F� capacity of bearing surface. .,` 7) 2 Provide Omechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3, 4 except at=lb) ,�� • •�('j;E i1i '��%/ �j . NO 22839 Date. February 22,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev, 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall 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 ANSI/IPI1 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 11/1 WATERSTONE 2644791 C3 Jack -Open q 1 T22937439 Rnrl.loro Circ1G....... ro L­ n. Job Reference (optional) ll..2• 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:48:54 2021 Page 1 ID:16Wz51 ms7aK38?AGu6Ks4zcPzM-WGmZSEWp2LTBxgghllzPaSdbpl5mhS1XF41MzlzicK7 1 4-0 2-11-4 1-4-0 2-11-4 Scale = 1:12.7 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 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 FBC20201TPI2014 Matrix -MP Weight: 12 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=62(1_C 12), 2=-183(LC 12) Max Grav 3=70(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250. (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.. 11; Exp C; Encl., GCpi=0.18; MWFRS:(directional) and C-C Extericr(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific totheuse of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3 except Gt=lb) 2=183. .ISR No';22839 i Q ..:•�C/ ��. T A`�.1,���. February 22,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITFJC REFERENCE PAGE Mil-7473 rev. 6/1912020 BEFORE USE. ��• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall _ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is. always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 quality Criteria, DSB-89 and 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 2644791 C3P LOT T22937440 RrstSouroe, 14-0 2-11.4 1-4-0 2-114 Mon Scale = 1:12.6 2-114 2-114 Plate Offsets (X,Y)-- [2:0-0-4 Edge] 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 0.27 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) 0.02 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 FBC20201fP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed 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. (lb/size) 3=59/Mechanical, 2=19510-4-0, 4=30/Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-73(LC 12), 2=245(1_C 12), 4=-45(LC 9) Max Grav 3=62(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift atjoint 3, 245 lb uplift at joint 2 and 45 lb uplift at joint 4. LOAD CASE(S) Standard -(ER P E IV N'o ;22839 .00 NA� Waite. blin PE'IJ0.22839 M17ek USA Inc. tl Cett.6634. '6904 Parke.F.as4BNd.Tampa:FL.33610 Date:. February 22,2021 ® WARNING —Verify tle'sign 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 MiTek� 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 A fabrication, storage, delivery,erection and bracing of trusses and truss systems, see ANSbTP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 11/1 WATERSTONE P T22937441 2644791 C3V JACK -OPEN 6 1 B' Job Reference o tional udders rs-ource (Plant Cdy, FL), Plant City, FL - 33567, LOADING (pal SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-67(LC 12), 2=-174(LC 12) Max Grav 3=72(LC 17), 2=195(LC 1), 4=49(LC 3) 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:48:56 2021 Page 1 ID:ZMxMAZ?I9fwXgbQKMXcO3Uz2JYl-TetKtvY3ayjvB8g3Qj?tgtixJ6nCOMXgiO WS28zicK5 2-11-4 2-11-4 Scale=1:12.7 CSI. DEFL. in ([cc) I/defl Ltd PLATES GRIP TC 0.26 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 BC 0.13 Vert(CT) -0.01 4-7 >999 180 WB 0.00 Horz(CT) 0.00 3 n/a n/a Matrix -MP Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 cc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C;.Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/fPI 1 angle to grain.formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=174. ��,,,',' R '' P ,,�1 �t No -2283�9 do :. k:50F �/'.AI ., �04 < Q P. AlL WalterP F1on PE'No22899 MITek;USA, Inc. FL;Qeif.6634; 6904 Parke East Bivd. Tampa FL 33610 Date: February 22,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITFJC REFERENCE PAGE MII-7473 rev. 5I19I2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job • Truss Truss Type Qty Ply LOT 11/1 WATERSTONE 2644791 C5 Jack -Open 4 1 T22937442 Ruilderc FirsLSnurco !Plant nit FL) PI t C't F Job Reference o tienal y, an t Y. L - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:48:56 2021 Page 1 ID:16Wz51 ms7aK38?AGu6Ks4zcPzM-TetKtvY3ayjvBBg3Qj?lgtitb6h_9MXgiOWS2BzicK5 4-11-4 W1 4-11 4 3x4 = 4-1.1-4 4-11-4 Scale = 1:17.6 Plate Offsets (X,Y)-- [2:0-1-4 0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 TCDL 7.0 Plate Grip DOL 1.25 Lumber DOL 1.25 TC 0.56 BC 0.46 Vert(LL) 0.07 4-7 >897 240 Vert(CT) -0.06 4-7 >913 180 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 18 lb FT = 20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=128(LC 12), 2=-196(LC 12) Max Grav 3=133(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS.(directional) and C-C Exterier(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) 3=128e mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Gt=lb)F�A�Ii,� 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum ��j.. sheetrock be applied directly to the bottom chord. `� Z. *� •*� ' 0.F '• P•�N. • O � Wafter.R lnn PE No.22899 MITek,USA, InC:'FL Cert''6634- 6904 Paliie:tashBivd. Tampa:FL 33610 Date:. February 22,2021 ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based onlyupon 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 MiTek fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII 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 Qty C5V l JACK -OPEN WATERSTONE T22937443 FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:48:57 2021 Page 1 I D:ZMxMAZ?I9fwXgbQKMXcO3Uz2JYl-xrRi5FYiLGrmoHPG_Q W6C4F1 gVOYupnzx2FOadzicK4 -1-4-0 4-11-4 1-4-0 4-11-4 Scale = 1:17.6 3X4 i Plate Offsets (X,Y)-- r2:0-1-3 0-0-81 LOADING (psi) SPACING- 2=0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.07 4-7 >818 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.07 4-7 >882 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 2=214(LC 12) Max Uplift 3=133(LC 12), 2=-188(LC 12) Max Grav 3=134(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSlfrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. ERp ` 7 Provide mechanical connection b others of truss to bearing late capable of withstanding 100 lb uplift at'oint s except Ib (Y ) 9 P P 9 P J O P (!<_ ) �� ��, v w� .......... Y .��/'I�, 3=133, 2=188. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum �. �: No sheetrock be applied directly to the bottom chord. ..22839 WalterP'FlnnPE No.22839 MITek;USti liic. FLCed.6634 6904 Pattie East B- f Tampa FL 33610 Date: February 22,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not ��• 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 chordmembersonly. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 11/1 WATERSTONE 2644791 D01 Common Supported Gable 1 1 T22937444 F"ilriere'FircfG a MI.- ra., r:i % Job Reference o tional --------- - - - •� • -• ••-••• �••,• •- - 6.9du s reo iz zuzi MI I eK maustrieS, Inc. Mon Feb 22 10:48:58 2021 Page 1 ID:OAgsmhRnU78gy81 pVrg2Fsz37G-P 1?4lbZK6azdQRzSX81 Lll nl DvTtdF07Aj?Z63zicK3 -1-4-0 10-0-0 20-0-0 21-4-0 1-4-0 10-0-0 10-0-0 1-4-0 Scale = 1:37.5 4x6 = j ,5I$ �22�21� Sx8 = 24 23 20 19 18 17 16 5x8 = 5x6 = - 20-0-0 20-0-0 Plate Offsets (X,Y)-- [2:0-4-0,0-3-11 [3:0-5-2 0-1-0] [13;0-5-2 D-1-01 [14:0-4-0 0-3-1] [21:0.3-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 15 n/r - 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.01 15 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 14 n/a n/a BCDL 10.0 Code FBC2020rTP12014 Matrix-S Weight: 106 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-0-0. (lb) - Max Horz 2=-220(LC 10) Max Uplift All uplift 100 lb or less at joints) 24, 16 except 2=-182(LC 12), 14=-182(LC 12), 21=-116(LC 12), 22=-115(LC 12), 23=-121(LC 12), 19=-116(LC 12), 18=-1.15(LC 12), 17=-121(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 2, 14, 20, 21, 22, 23, 24, 19, 18, 17, 16 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-107/337, 8-9=-107/337 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE,7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft;.eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 10-0-0, Corner(3R) 10-0-0 to 14-0-0, Exterior(2N) 14-0-0 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 cc. 8) 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. 10) 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 24, 16 except Qt=lb) 2=182, 14=182, 21=116, 22=115, 23=121, 19=116, 18=115, 17=121. 12) Beveled plate or shim required to provide full bearing surface with truss chord "at joint(s) 2, 14. .% yip;.• E .ti' No, 2.2839 •• ii Z February 22,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS ANDINCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19l2020 BEFORE USE. ��• Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall /� building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing i1lliTek• 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 oftrusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 11/1 WATERSTONE 2644791 D02S Common 2 1 T22937445 p-01-+— FirstSource PI t C't FL Job Reference (optional) 3 ( an I y, ), Plant Clty, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:49:00 2021 Page 1 5-3-4 10-0-0 I D:OAgsmhRnU78gy81 pVrgZFsz3?jG-LP7gj HbadBDKfl7gfY4pgjtbgj2a56cQdOUgByzicK 1 14-8-12 20-0-0 21-4-0 5-3-4 4-8-12 4-8-12 5-3 4 1-4-0 Scale = 1:35.2 46 = 3x4= ,- 3x4 = Io 6-3-12 7-4-8 6-3-12 Plate Offsets (X,Y)-- rl:0-1-4 0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. - in (loc) Well Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.08 9-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.15 7-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2020(rP12014 Matrix -AS Weight: 91lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 5=0-8-0 Max Horz 1=227(LC 10) Max Uplift 1=-412(LC 12), 5=-535(LC 12) Max Grav 1=738(LC 1), 5=814(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1289/1055, 2-3=-1206/1101, 3-4=-1195/1082, 4-5=-1279/1034 BOT CHORD 1-9=-771/1174, 7-9=-381/733, 5-7=777/1112 WEBS 3-7=-393/540, 4-7=-308/428, 3-9=-414/553, 2-9=-315/436 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 10-0-0, Exterior(213) 10-0-0 to 14-0-0, Interior(1) 14-0-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) • 1=412, 5=535. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. %% % No 228'39 • ♦�'n�- (•� • R p P �Z�. 11 February 22,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for to MiTek stability and prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSI1TPl1 Quality Criteria, DSB-99 and BCSI Building Component Sarefylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 2644791 Truss D03S Type Ply T22937446 miource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:49:00 2021 Page 1 I D:OAgsmhRnU78gy81 pVrgZFsz3?jG-LP7gi HbadBDKfl7gfY4pgjtbdj2T56XQdOUgByzicKl 5-3-4 10-0-0 14-8-12 19-8-0 5-3-4 4-8-12 4-8-12 4-11-4 4x6 = Scale = 1:34.4 3x4 3x4 = 3x4 = 3x4 = = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.07 6-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.16 6-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.32 Hcrz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -AS Weight: 88 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 5=0-3-8 Max Horz 1=202(LC 11) Max Uplift 1=41 O(LC 12), 5=-410(LC 12) Max Grav 1=728(LC 1), 5=728(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1269/1053, 2-3=1185/1099, 3-4=-1130/1056, 4-5=-1227/1 oil BOT CHORD 1-8=-861/1139, 6-8=-444/713, 5-6=-796/1044 WEBS 3-6=-356/484, 4-6=-279/411,3-8=-420/557, 2-8=-313/440 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 10-0-0, Extedor(2R) 10-0-0 to 14-0-0, Interior(1) 14-0-0 to 19-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (l=lb) 1=410, 5=410. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTekS 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 ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 5 Id .'' No :22839 � r 411 ♦0•• •/y OR A '6904 Date: MiTek' 6904 Parke East Blvd. Tampa, FL 36610 February 22,2021 44791 IE3P uilders FrslSource, Plant City, FL. 331 T22937447 I D:Z MxMAZ?I9fwXgbQKMXcO3 Uz2 JYI-2ajAr -1-4-0 3-0-0 1-4-0 3-0-0 M O Scale = 1:12.8 " 3-0-0 3-0-0 Plate Offsets (X,Y)-- [2:0-0-4 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.02 4-7 >999 246 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Ved(CT) 0.02 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 FBC2020rrP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=61/Mechanical, 2=197/0-4-0, 4=31/Mechanical Max Horz 2=154(LC 12) Max Uplift 3=-75(LC 12), 2=-246(LC 12), 4=-46(LC 9) Max Grav 3=64(LC 17). 2=197(LC 1), 4=50(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord:and any other members. 5) Refer to girder(s) for truss to truss connections. ,,,'��� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 lb uplift at joint 3, 246 lb uplift at joint 2 ��(ER P and 46 lb uplift at hint 4. `l LOAD CASE(S) Standard `♦ .! •�.. �' No 22839 6F 4W 0.. w ; �i ••.0,41A Pam' \ �� 6904:Mr4e.Wa 131vd. Tampa R.33610 Date: February 22,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not�� a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSIITP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job mss toss Type City Ply LOT 11/1 WATERS70NE 2644791 ESP Jack -Open 6 1 T22937448 Builders Flf5tS0UfCe. Plant City. FL 33563 Job Reference (optional) u]Ule], Inc. man reezz Zxlu:itl2U21 Pagel I D:Iwdljg6kDdOtaytd8MG5DmygxQZ-Pu9CjfStoyA9YyC?eSETGZvFUualtOl lVgglwbziS LJ -1-4-0 5-0-0 1-4-0 5-0-0 Scale = 1:17.7 5-0-0 5-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0. Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020rfP12014 CSI. TC 0.88 BC ' 0.83 WB 0.00 Matrix -AS DEFL. in (loc) I/deft L/d Vert(LL) 0.19 4-7 >315 240 Vert(CT) 0.17 4-7 >347 180 Horz(CT) -0.01 3 n/a n/a' PLATES GRIP MT20 244/190 Weight: 18lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=115/Mechanical, 2=264/0-4-0, 4=58/Mechanical Max Horz 2=216(LC 12) Max Uplift 3=-147(LC 12), 2=-302(LC 12), 4=-82(LC 12) Max Grav 3=121(LC 17), 2=264(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 147 lb uplift at joint 3, 302 Ito uplift atjoint 2 and 821b uplift at joint 4. 7) This truss design requires that 7/16" -(ER P. a minimum of structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ••• ���, ,�� •••� G•E N S "Y • •••': LOAD CASE(S) Standard �, • No 22839 • :� : OF .• �;�.. . Off. ii�, •• �. 0 i�' t'ONA WalterP;Ftno Ptho:22899' MITek;USA ikFL_Cert,6, 69N Parke East Blvd.Tampa_FL 33610 Date: February 22,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is MiTek always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erectiomand bracing oftrusses and truss systems, see ANSI/TPIi Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 6904 Parke East Blvd, Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 11A WATERSTONE I T22937449 2644791 E7 Jack -Open 4 1 Job Reference (optional) ers nrsrouurce triani city, FL), .Plant city, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Man Feb 22 10:49:02 2021 Page 1 I D:4v2eA9PuJzjl l wQry9t_5yyrCl r-HoFbBzcg9oU2v3HDmz6Hv8ypM WeCZ4Oi4KznFgzicK? -1-4-0 7-0-0 1-4-0 7-0-0 3x6 = 7-0-0 Scale = 1:23.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) . 0.22 4-7 >376 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.21 4-7 >389 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -AS Weight: 24 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SIP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 2=278(LC 12) Max Uplift 3=-195(LC 12), 2=-217(LC 12) Max Grant 3=198(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 3=195, 2=217. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. %,�'I ER 1 P' GEN No .22839 4' --/O N A` WaltWr ..Olin FE'No.22889 MITek;USA, Inc. FL Ceit 6W. 6904 Parke -East Blvd. Taigpa:FL 33610 bate: February 22,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ��• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-69 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 11/1 WATERSTONE ' T22937450 2644791 E7V JACK -OPEN 17 1 Job Reference (optional) nunaers First8ource (Plant uty, FL). Plant city, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:49:03 2021 Page 1 I D:ZMxMAZ?I9fwXgbQKMXcO3Uz2JYl-I_pzLJdSw6cvWCsPKhd WS LVzJwzmlXGsJ_iKn HzicK_ i -1-4-0 7-0-0 1-4-0 7-0-0 I 3x6 LOADING (pso SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 TCDL 7.0 Lumber DOL 1.25 BC 0.90 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020(rP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=078-0, 4=Mechanical Max Harz 2=278(LC 12) Max Uplift 3=-200(LC 12), 2=-210(LC 12) Max Grav 3=200(LC 17). 2=336(LC 1). 4=121(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale=1:22.9 DEFL. in (loc) ' I/defi Ud PLATES GRIP Vert(LL) 0.23 4-7 >356 240 MT20 244/190 Vert(CT) -0.22 4-7 >378 180 Horz(CT) -0.03 3 n/a n/a Weight: 25lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS.(directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Inte6or(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit'between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 3=200, 2=210. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ER �P ♦ �% Na 22839 R'X February 22,2021 ® WARNING -Verify tlesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCEPAGE MII.7473 rev. 6/19l2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not ��' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is akvays 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-09 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 1111 WATERSTONE • T22937451 2644791 G01 ROOF SPECIAL GIRDER 1 1 Job Reference (optional) FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:49:03 2021 Page 1 ID:ZMxMAZ?I9fwXgbQKMXcO3Uz2JYl-I_pzLJdSw6cvWCsPKhd WSLV4Dw6Vl U6sJ_iKnHzicK_ i 5-4-0 8-4-0 9-8-0 54-0 3-0-0 1-4-0 Seale = 1:18.1 Special 11 Special 12 Special 5x8 = M d I� 0 3x4 = 2X4 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC202OrrPl2014 CSI. TC 0.53 BC 0.34 WB 0.20 Matrix -MP DEFL. in Vert(LL) 0.07 Vert(CT) -0.06 Horz(CT) -0.01 (loc) I/defl Ud 6-7 >999 240 6-7 >999 180 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 42 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 8-4-0 cc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. REACTIONS. (size) 7=0-4-0, 5=0-4-0 Max Horz 7=-157(LC 8) Max Uplift 7=386(LC 4), 5=-553(LC 8) Max Grav 7=288(LC 1), 5=469(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 6-7=-454/303, 5-6=-437/282, 3-5=-207/331 WEBS 2-7=-317/471, 2-5=-526/680 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=4011; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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. 1111111 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 wideER pI�/i� will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) �� ..'�(j _E N S+,•'.yti !j . 7=386, 5=553. `� .• �; * ° �` • �i 7) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. •• �. Hanger(s)or other connection devices shall be provided sufficient to support concentrated loads 11 lb down and 89 lb u at N'O .22839 8 () P PP () P � • � i 1-2-15, and 11 lb down and 89 lb up at 3-2-15, and 28 lb down and 224 lb up at 5-4-0 on top chord, and 26 Ili down and 43 lb up at * :• • 5-2-15 on bottom chord. The design/selection of such connection device(s).is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).'0: : > LOADCASE(S) Standard �OA4 OF .•• 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) �i • �• Q' A. \' ;•.: �� S1 :,..•:...... Concentrated Loads (lb)4=-54, 7-s=-zo 0NA'?���,, Vert: 2=-17(F) 6=-26(F) 11=-7(F) 12=-7(F) 13=11(F) 14=-11(F) Date: February 22,2021 WARNING -Verify design parameters and READ NOTES ON -THIS AND INCLUDEDMITFJC REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. ��• Design valid for use only with MITeM connectors. This design Is based only upon parameters shown, and is for an Individual building componeni,-not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. 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 11/1 WATERSTONE ' T22937452 2644791 H3P DIAGONAL HIP GIRDER 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, -1-10-10 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:49:04 2021 Page 1 ID:ZMxMAZ?I9fwXgbQKMXcO3Uz2JYl-EBMLZee5hQkmBMRcuO81_Z1 JKKUa1_V?YeSuJjzicJz 4-2-3 Scale = 1:12.6 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 0.32 Vert(LL) 0.03 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) 0.03 4-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MP Weight: 16Ito FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-5-11, 4=Mechanical Max Horz 2=153(LC 8) Max Uplift 3=-95(LC 8), 2=-363(LC 8), 4=-63(LC 5) Max Grav 3=86(LC 1), 2=278(LC 1), 4=71(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=363. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.146"x3.25') toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Date: v'CER ,P I F No 22839 February 22,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//TP11 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 11/1 WATERSTONE ' T22937453 2644791 H5P Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:49:05 2021 Page 1 ID:Iwdflg6kDdOtaytd8MG5DmygxQZ-iNwjm_fjSjsdmW0oS6f XmaNOkkUmRl9nIBRr9zicJy -1-10-10 3-9-6 7-0-14 1-10-10 ' 3.9-6 3-3-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) , I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.35 4-7 >243 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) 0.27 4-7 >307 180 BCLL 0.0 Rep Stress, Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 25lb 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 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-5-11, 4=Mechanical Max Horz 2=216(LC 8) Max Uplift 3=187(1_C 8), 2=-462(LC 8), 4=-122(LC 5) Max Grav 3=163(LC 1), 2=379(LC 1), 4=126(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 3=187, 2=462, 4=122. 7) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148'k3.25") toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 11=10(1==-5, B=-5) ,�,��IIIIIIl�1I,I SR P � �GENS tiV No: 22839 • 4/ A N Tampa.FL 33610 February 22,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITIX 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 fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSUPPl1 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 r Truss Truss Type Qty Ply LOT 11/1 WATERSTONE 2644791 H7 Diagonal Hip Girder 2 1 T22937454 Ruilricrc Fircfs.,,,r,-e roi...r r;r„ n 1 Job Reference (optional) ----- • - -,• ...... -• �. • - ----• , o.4ou s reu is zuz I wu I ex Inauslnes, Inc. Mon 1.ab 22 1U:49:06 2021 Page 1 I D:4v2eA9PuJzjl l wQry9t_5yyrCl r-AZU6_KfLD 1_UNgb_?pAD4_7UE7?5VoDl?yx_NbzicJx -1-10-10 4-5-2 1-10-10 9-1013 4-5-2 5-5-11 Scale = 1:22.8 yxo — NAILED 3x6 -5 NAILED NAILED LOADING (psf) SPACING- 2-0-0 CSI. TCLL 2 I.0 Plate Grip DOL 1.25 TC 1.00 TCDL 7.0 Lumber DOL 1.25 BC 0.86 BCLL 0.0 Rep Stress Incr NO WB 0.43 BCDL 10.0 Code FBC20201TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=-192(LC 8), 2=-244(LC 8), 6=-73(LC 8) Max Grav 4=140(LC 1), 2=515(1_C 1), 6=317(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=716/385 BOT CHORD 2-6=-470/681 WEBS 3-6=-711/490 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.27 6-9 >436 240 MT20 244/190 Vert(CT) -0.55 6-9 >214 180 Horz(CT) 0.01 6 Na n/a Weight: 42 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-5-5 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.opsf; h=25ft; B=45ft; L=40ft;.eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. - 3) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 6 except Gt=lb) 4=192,2=244. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. -9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 11=-75(F=-37, B=-37) 13=-10(F=-5, B=-5) 14=-57(F=-28, B=-28) SR'P'�c t��• •v�:c:F N sF' ti :. % No -22839 a . r Wa@rP•Flnn BE11'YVNo228M MIT&' IIJSA Inc: FL Certi:; 4 6904 Parke East Blvd. bimpa_FL 3.3610 batti:. February 22,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED Mr-REFERPNCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek®eonnectars. This design is based only upon parameters shown, and is for an Individual building component, noI a truss system. Before use, the building designer must verily the appI _bil0y of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chard members only. Additional temporary and permanent bracing MiTek• is ahvays required for stability and to prevent collapse with possible personal (niury and propedy 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 BCSI Building Component 6904 Parke East Blvd. Safety intormatlon availahle 6om Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 11/1 WATERSTONE T22937455 2644791 H7V Diagonal Hip Girder 3 1 Job Reference (optional) iw tr,o,n i Ly, I'll ts.43u S FeD I ZUZI MI I eK industries, Inc. Mon Feb 22 10:49:07 2021 Page 1 ID:OAgsmhRnU78gy8lpVrgZFsz3?jG-em2UBggz_L6L?gABZXiScBflgXNhEGkSEbgYv2zicJw -1-10-10 5-8-11 9-10-13 1-10-10 5-8-11 4-2-2 Scale=1:22.6 3x4 5-8-11 9-10-13 5-8-11 4-2-2 Plate Offsets (X,Y)-- [2:0-2-8,0-0-91 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.10 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.13 6-7 >909 180 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 41lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=336(LC 8) Max Uplift 4=287(LC 8), 2=-226(LC 7). 5=-185(LC 9) Max Grav 4=242(LC 1), 2=353(LC 1), 5=417(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11551597 BOT CHORD 2-7=-762/1083, 6-7=-776/1089 WEBS 3-7=0/261, 3-6=-1076/762 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. TThis hisbottom l load nonconcurrent lth any other l ive loads. , ���P ��4�i 4) has been designed fora live load of 20.Opsf on the bottom chord in all ave areas where arectangle 3-6-0 tall. by 2-0-0 wide will fit between the bottom +r R chord and any other members.IC/ 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula: Building designer should verify•• capacity of bearing surface. 7 Provide mechanical connection b others of truss to bearing late capable of withstanding 100 lb u lift at hints except (Y ) 9 P P 9 P J () P (lt=lb) �� ♦, . N o; 22839 • 4=287, 2=226, 5=185. : *. %) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 43 lb up at 1-5-12, 60 lb down and 43 lb up at 1-5-12, 7 lb down and 96 lb up at 4-3-11, 7 lb down and 96 lb up at 4-3-11, and 38 lb down and !• 152 lb up at 7-1-10, and 38 lb down and 152 lb up at 7-1-10 on top chord, and 48 lb up at 1-5-12, 48 lb up at 1-5-12, 1 lb down0. and 15 lb up at 4-3-11. 1 lb down and 15 lb up at 4-3-11, and 29 lb down 6 lb 7-1-10, • OF Q �! and up at and 29 lb down and 6 lb up at 7-1-10 ••• " on bottom chord. The design/selection of such connection device(s) is the responsibility of others. r9) ii .,� Q` : •' Q''� In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �i �' R LOADCASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) WaIteFP,FInn P.E'No.22839 Vert: 1-2=-54 . MlTekalSA Inc: FL.Gett_6634. 6904 Parke"East 8W., TartipaTIL 33610 Date: Continued on page 2 February 22,2021 ® 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 ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 11/1 WATERSTONE • " =Diagonal T22937455 2644791 H7V Hip Girder 3 1 Job Reference (optional) omiuers FirsiSuurce triam City, FL), rianr L ny, t-L - 33bbr, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:49:07 2021 Page 2 ID:OAgsmhRnU78gy81pVrgZFsz3?jG-em2UBggz_L6L?gABZXiScBBgXNhEGkSEbgYv2zicJw LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=38(F=19, B=19) 12=32(F=16, B=16) 13=-77(F=-38, B=-38) 14=54(F=27, B=27) 15=-2(F=-1, B=-1) 16=-55(F=-27, B=-27) Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-4=-134(F=40, B=40), 8=0(F=10, B=10)-to-5=-49(F=-15, B=-15) OF WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. SI19/2620 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 piTek _ building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Addtlional temporary and permanent bracing is aAvays required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the iVl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIf Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT11/1 WATERSTONE ' T22937456 2644791 K01 Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:49:08 2021 Page 1 ID:4v2eA9PuJzjl l wQry9t_5yyrCl r-6ycsPOhbleE Cd_kN7EDh9PCufxhpzkObTFQ5S UzicJv 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 Special 5x8 = NAILED 16 NAILED 17 Special 4x6 = 2x4 I ——'v..1— 1-1- 3x4 = 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.1 *Except* 3-4: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=172(LC 6) Max Uplift 2=967(LC 8), 5=-967(LC 8) Max Grav 2=1516(LC 1), 5=1516(LC 1) Special Special Scale = 1:36.9 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TC 0.74 Vert(LL) 0.15 9-12 >999 240 MT20 244/190 BC 0.84 Vert(CT) -0.20 7-9 >999 180 WB 0:26 Horz(CT) 0.07 S n/a n/a Matrix -MS Weight: 86 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-5 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-1-2 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2753/1598, 3-4=-2420/1518, 4-5=-2755/1598 BOT CHORD 2-9=-1238/2395, 7-9=1237/2418, 5-7=-1238/2397 WEBS 3-9=0/692, 4-7=0/693 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjcint(s) except (jt=lb) 2=967,5=967. 8) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 228 lb down and 447 lb up at 7-0-0, and 228 lb down and 447 lb up at 13-0-0 on top chord, and 348 lb down and 84 lb up at 7-0-0, and 348 lb down and 84 lb up at 12-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. -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, 3-4=-54, 4-6=-54, 10-13=-20 Concentrated Loads (lb) Vert: 3=-181(B) 4=181(B) 9=-348(B) 7=-348(B) 16=-117(8) 17=-117(B) 18=-59(B) 19=-59(B) IER 1 P,F ' NO -22839 February 22,2021 A WARNING - Verify tlesign parameters and READ NOTES ON -THIS AND INCLUDED MRFX REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ��• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Salety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 11A WATERSTONE ' T22937457 2644791 K02 Hip 1 1 Job Reference (optional) -•- • ••-•_-•••- •- •• �•v• �n �•• �•r, - o.yau s reo iz zuzi mil eK Inoustrles, Inc. Mon Feb ZZ 1U:49:U9 Z021 Page 1 ID:4v2eA9PuJzjll wQry9t_5yyrCl r-a8AEcMiD WyM3E7JZhxkwhck7hL4piDekhv9e_wzicJu 1 4-0 6-3-6 9-0-0 11-0-0 13-8-10 20-0-0 21-4-0 1-4.0 6-3-6 2-8-10 , 2-0-0 2-8-10 6-3.6 1-4-0 Scale = 1:36.9 4x6 = 4x6 = 3x6 = 3x4 = —' 3x4 = 3x6 = 9-U-U 9-0-0 11-0-0 2-0-0 20-0-0 9-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.14 9-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.31 9-17 >779 180 BCLL 0.0 Rep Stress Incr YES WE 0.14 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 92 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Harz 2=213(LC 11) Max Uplift 2=531(LC 12), 7=-531(LC 12) Max Grav 2=812(LC 1), 7=812(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11821891, 3-4=-971/773, 4-5=-823/720, 5-6=-971/773, 6-7=-1182/890 BOT CHORD 2-11=-626/1055, 9-1 1=-346/823,7-9=-647/1023 WEBS 3-11=-380/449, 4-11=-253/362, 5-9=-253/363, 6-9=-381/449 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft;, eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2E) 9-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 21-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=531, 7=531. $) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 0�IeR ,P 4��i .; No, - 2909 OF ZU ONA Walter P• RngP. IncE;No:22839 WITek;USA : FL Celt li- 6904Parkit- Blvd.Tarnpa L33610 Date: February 22,2021 D WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component,not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication• storage, delivery, erection and bracing of trusses and truss systems, see ANS11rP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 11/1 WATERSTONE • 2644791 K03A Hip Girder 1 T22937458 2 Job Reference o tional J, -11 . ...- v .r, , ,. a.vau s FeD 1Z zuzl ml I eK Inaustnes, Inc. Mon Feb 22 10:49:10 2021 Page 1 ID:4v2eA9PuJzjl l wQry9t_5yyrCl r-2LkcpiisHGUwsHuIEfF9EgHHUKIRY6uwZvC WNzicJt 103-0 53.0 9-9-0 1 -0 0 14-9-0 20-00- 5-30 4-6-0 0 3- 460 5-3.0 0.3-0 4x6 = Scale = 1:37.3 HTU26 3x8 ll 5x6 = HTU26 HTU26 1.5x8 STP = HTU26 3x8 = 3x8 II HTU26 HTU26 HTU26 HTU26 HTU26 1.5x8 STP = 4x6 = 103-0 53-0 9-1-0 0011 -0 0 14-9-0 20-0-0 5-3-0 4-60 0- 4-60 5.3-0 D-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.17 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.20 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(CT) 0.06 5 n/a n/a BCDL 10.0 Code FBC202o/rP12014 Matrix -MS Weight: 217 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins. BOT CHORD 2x6 SP M 26 'Except' BOT CHORD Rigid ceiling directly applied or 8-2-15 cc bracing. 5-8: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 5=0-8-0 Max Harz 1=203(LC 7) Max Uplift 1=2303(LC 8), 5=-1970(LC 8) Max Grav 1=3914(LC 1), 5=3322(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6978/4126, 2-3=4522/2730, 3-4=-4521/2729, 4-5=-(3542/3920 BOT CHORD 1-9=-3605/6226, 7-9=36015/6226, 6-7=-3419/5833, 5-6=-3419/5833 WEBS 2-9=-1121/2052,2-7=-2531/1591,4-7=-2084/1380,4-6=-932/1650,3-7=-2147/3664 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Tap 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 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. t) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=1b) 1=2303, 5=1970., 9) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 11-1Odxl 1/2 Truss, Single Ply Girder) or equivalent spaced at 6-0-0 oc max. starting at 1-4-12 from the left end to 17-4-12 to connect truss(es) to front face of bottom chord. 10) Use Simpson Strong -Tie HTU26 (20-10d Girder, 11-10dxl 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 9-4-12 from the left end to 11-4-12 to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on page 2 •'. No r22839 OF •••�� NIAL to Walter I Finn P.E',No.22839 MiTek USA, Inc. FL,`Un'6634 6904Park Tast8lvd.Tainpa'FL33610 Date: ® 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 shd is for an individual building component, not own, an��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 February 22,2021 Job Truss Truss Type Qty Ply LOT 11/1 WATERSTONE 2644791 K03A Hip.Girder 1 T22937458 Job Reference (optional) o.vau s reo I zuzi mi I eK Inoustrles, Inc. Mon Feb 22 1U:49:.10 2021 Page 2 ID:4v2eA9PuJzjllwQry9t 5yyrClr-2LkcpiisHGUwsHulEfF9EgHH11KIRY6uwZvCWNzicJt 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 (Ib) • Vert: 9=-708(F) 14=-718(F) 15=-718(F) 16=-708(F) 17=-537(F) 18=-617(F) 19=-489(F) 20=-672(F) 21=-590(F) A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6119t2020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not , a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall 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-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute„2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 11/1 WATERSTONE T22937459 2644791 Poll Hip Girder 1 1 Job Reference (optionat +u. eis nmwuurce tnam Cny, rLI, rlam ldiy, rL - 33001, 8.430 s Feb 12 2021'MiTek Industries, Inc. Mon Feb 22 10:49:11 2021 Page 1 ID:Iwdrjg6kDdOtaytd8MG5DmygxQZ-WXH?l2jU2ZcmURTyoMmOn 1 gOV8mBA1 pl9De12pzir-Js -1-4-0 5-0-0 10-0-0 15-0-0 20-0-0 21-4-0 1 4-0 5-0-0 5-0-0 5-0-0 5-0-0 1-4-0 4x10 MT20HS = NAILED 4x10 MT20HS = Special NAILED NAILED 2x4 II NAILED Special 3 18 19 4 20 21 5 2x4 II "^"_� JAY—IVNILCU 3x6 = NAILCU 2x4 II 3x6 = 3x6 = Special NAILED Special LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr NO BCDL 10.0 Code FBC2020rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 6=0-4-0 Max Horz 2=131(LC 7) Max Uplift 2=-1583(LC 8), 6=-1583(LC 8) Max Grav 2=1256(LC 1), 6=1256(LC 1) 15-0-0 20-0-0 Scale = 1:36.9 CSI. DEFL. in (loc) Well Ud , PLATES GRIP TC 0.71 Vert(LL) 0.30 8-9 >789 240 MT20 244/190 BC 0.61 Vert(CT) 0.25 8-9 >974 180 MT20HS 187/143 WB 0.54 Horz(CT) -0.09 6 n/a n/a Matrix -MS Weight: 91 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-8-3 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2267/2796, 3-4=-2642/3399, 4-5=-2642/3399, 5-6=-2267/2796 BOT CHORD 2-11=-2376/1978, 9-11=-2395/1991, 8-9=-2374/1991, 6-8=-2355/1978 WEBS 3-11=-334/354, 3-9=-965/779, 4-9=482/571, 5-9=-965/779, 5-8=-334/354 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonccncurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1583, 6=1583. 9) "NAILED" indicates 3-1 Old (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 195 lb down and 394 lb up at 5-0-0, and 195 lb down and 394 lb up at 15-0-0 on top chord, and 116 lb down and 148 lb up at 5-0-0, and 116 lb down and 148 lb up at 14-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-7=-54, 12-15=-20 Continued on page 2 JeR ,P,F�ti No 22839 .0 `• WARNING - Verify des(gn 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 1• 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 ANSIITP11 Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 February 22,2021 Job Truss Truss Type Qty Ply LOT 11/1 WATERSTONE ' T22937459 2644791 P01 Hip Girder 1 1 I Job Reference (optional) tr you. —y, r�/, riaiu any, rL - moor, b.4ou s reD I ZUZI MI I ek Inaustrles, Inc. Mon I-eb 22 10:49:11 2021 Page 2 ID:1wdfjg6kD dOtaytd6MG5DmygxQZ-WXH712jU2ZcmURTyoMmOn 1 gOV8mBA1 pl gDel2pzicJs LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-148(F) 5=-148(F) 11=-98(F) 8=-98(F) 18=-61(F) 19=-61(F) 20=61(F) 21=-61(F) 22=38(F) 23=38(F) 24=-38(F) 25=-38(F) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MIT FJ(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 oftrusses and truss systems, see ANSI?I'll 4uarity 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 11/1 WATERSTONE T22937460 2644791 P02 Hip 1 1 Job Reference o liana( Builders rirstSource (Plant city, FL), Plant city, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Feb 22 10:49:13 2021 Page 1 I D:Iwdffg6kD d Olaytd8M G5 D mygxQZ-TwPISjlkZBs Ujld Kwn p ss SvjHyQSeOG KcX7s7izicJq -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 A J Special 6x8 = NAILED 16 NAILED 17 Special 6x8 = 3x6 = 2x4 11 — 3x4 = 3x6 = NAILED NAILED Scale = 1:36.9 I" V 0 7-0-0 6-0-0 7-0-0 Plate Offsets (X,Y)-- [3:0-1-12,0-3-121. [4:0-4-0 0-1-151, [5:0-6-0 0-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 -Vert(LL) 0.28 9-12 >852 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.25 9-12 >978 180 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(CT) -0.07 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 90 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc pudins. 3-4: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-11-15 oc bracing. BOT CHORD 2x4 SP No_1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 5=0-4-0 Max Horz 2=171(LC 7) Max Uplift 2=-1544(LC 8), 5=-1544(LC 8) Max Grav 2=1650(LC 13), 5=1650(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3072/2683, 3-4=2722/2499, 4-5=-3074/2684 BOT CHORD 2-9=-2213/2790, 7-9=-2218/2794, 5-7=-2214/2681 WEBS 3-9=-129/415, 4-7=-137/416 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide drainage to R p �%AA"IAIAA•% adequate prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . ,% P�.�� :: �� • `G-E N s.'•.Y1/ �I�, ••, This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide fit between �� �! F ♦�: will the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=1b) �� N`o ;22839 2=1544, 5=1544. 8) Girder carries hip end with 7-0-0 end setback. 9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148'k3.25") toe -nails per NDS guidlines.9 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 674 lb down and 468 lb up at 13-0-0, and 674 lb down and 468 lb up at 7-0-0 on top The design/selection • QF �• �(/ ♦j • �(/ chord. of such connection device(s) is the responsibility of others. Q" !. ; ♦ T�. Q`; 11) In the LOAD CASEsection, loads applied to the face of the truss are noted as front (F) or back (B). .•S) ✓s O �! R`Q•• • �.-,`� LOAD CASE(S) Standard �ISQNA 1) Dead + Roof Live (balanced): Lumberincrease=1.25, Plate Increase=1.25 40,100. Uniform Loads (plf) Welter;P Flftn PE No:22839 Vert: 1-3=-54, 3-4=-117(F=-63), 4-6=-54, 10-13=43(F=-23) M1Tek;USA, lric. k Celt 6634. 6904 Parke Fist Blvd: Tim" ' FL 33610 Date: Continued on page 2 February 22,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS8TPI1 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 r Truss Truss Type Qty Ply LOT 11/1 WATERSTONE � T22937460 2644791 P02 Hip 1 1 Job Reference o tional �_^--• • ••�•���•�� ^mow, Y. tl,gau s reD I Zuzi mi I eK Inaustries, Inc. Mon Feb 22 10:49:13 2021 Page 2 I D:Iwdfjg6kDdOtaytd8MG5DmygxQZ-TwPISjlkZBsUjldKwnpssSvjHyQSeOGKcX7s7izicJq LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=-347(F) 4=-347(F) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTekS 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 ANS11rPl1 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 TfLss Type Qty LOT 11/1 WATERSTONE 2644791 P03 Hip 1 IPIY 1 ' T22937461 Rrrllders FrslSouroe Plant City FL 33563 Job Reference (optional) 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 22 23:12:12 2021 Page 1 ID:Iwdfjg6kDdOtaytd8MG5DmygxQZ-3p21feg0x_X_EUwvJPHBtbejgrYWbTO4jZHnw ziSJX -1-4-0 6-3-6 9-0-0 11-0-0 13-8-10 20-0-0 21-4-0 1-4-0 6-3-6 2-8-10 2-0-0 2-8-10 6-3-6 1-4-0 4x10 MT20HS = 4x10 MT20HS = Scale = 1:38.4 4x6 = 5x8 WB = 4x6 = 3x4 = 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.87 BC 0.57 WB 0.46 Matrix -AS DEFL. in Vert(LL) 0.59 Vert(CT) 0.51 Horz(CT) -0.03 (loc) I/defl Ud 9-17 >407 240 9-17 >468 180 7 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Sheathed. 4-5: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=812/0-4-0, 7=812/0-4-0 Max Horz 2=213(LC 11) Max Uplift 2=-960(LC 12), 7=-960(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-18=-1182/2622, 18-19=-1142/2627, 3-19=-1127/2640, 3-4=-972/2455, 4-5=-825/2212, 5-6=-972/2455, 6-20=-1127/2640, 20-21=-1142/2627, 7-21=-1182/2622 BOT CHORD 2-22=-2246/1021, 22-23=-2246/1021, 11-23=-2246/1021, 10-11=-1838/825, 9-10=-1838/825,9-24=-2267/1021,24-25=-2267/1021,7-25=-2267/1021 WEBS 3-11=-326/676, 4-11 =-1 124/338, 5-9=-1124/338, 6-9=-326/676 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extericr(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2E) 9-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 21-4-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord jive load ncnconcurrent with any other jive loads. 7) * This truss has been designed for a jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 960 lb uplift at joint 2 and 960 lb uplift at joint 7. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 94 lb FT = 20% Na 22839 February 22,2021 ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use onty with MiTek® connectors. This desibuilding component, not gn is based only upon parameters shown, and is for an individual' 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 ANS11rP/1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply LOT 11/1 WATERSTONE 0Truss T22937462 2644791 Vol Valley 1 t Job Reference (optional) ------ - ----- -- r •-••• -•-,• -n ••-••• �w• - """", o:wu a reu It LUG I IVII I ex IIrUUSIFICS. Inc. ivion rea zz iu:4u:14 zuzi rage i I D:cJkf7geP1 bR?kKQd_p691 •ry9i B6-x6z7f31MKU_LLvCXTVK5OfStgMsmNTCUrBtPfBzir-Jp 1 4 0 5-8-0 ' 1-4-0 ' 5-8-0 2x4 II 4 46 II 2x4 II 52x4 II LOADING (psf) SPACING- 2-0-0 ' CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC . 0.84 Vert(LL) 0.00 1 n/r 120 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0'A8 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-R LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 7=5-S-0, 5=5-8-0, 6=5-8-0 Max Horz 7=236(LC 12) Max Uplift 7=40(LC 12), 5=-57(LC 12), 6=-254(LC 12) Max Grav 7=186(LC 1). 5=91(LC 17), 6=263(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-340/151 WEBS 3-6=-315/601 Scale = 1:25.6 PLATES GRIP MT20 244/190 Weight: 31 lb FT = 20% Structural wood sheathing directly applied or 5-8-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-10-0, Interior(1) 2-10-0 to 5-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 7, 5 except (jt=lb) 6=254. �` '• 40 :22839 -o� � 33610 February 22,2021 ® WARNING - Verify design parameters and READ NOTES ON--THI$ AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. ��• Design valid for use only with M1Tek® 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 ANS11TPli quality Criteria, DSB-89 and SCSI Building Component • 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 11/1 WATERSTONE � r � ' T22937463 2644791 V02 Valley 1 1 Job Reference o tional ', , . . �,.r, , , , ,.,,, ..,,r, , , 6-6-3 6-6-3 o.gau s rev iz zu,& i ivu I ex Inauslries, Inc. mon reD ZZ IUAU:Ib ZUZ1 Page 1 I D:cJkf7geP 1 bR7kKQd_p691 iy9iB6-PIXVtPm_5o6Cy2nj 1 CrKxt_CImGL6wed4rczCazicJo 2x4 II 3 5 4 2x4 i 2x4 II 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) n/a n/a 999 BCLL . 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=6-5-11, 4=6-5-11, 5=6-5-11 Max Horz 1=179(LC12) Max Uplift 4=-70(LC 12), 5=-206(LC 12) Max Grav 1=68(LC 1), 4=101(LC 17), 5=299(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-356/151 WEBS, 2-5=-285/559 Scale = 1:19.8 PLATES GRIP MT20 244/190 Weight: 25 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 cc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 4-7-9, Interior(1) 4-7-9 to 6-4-7 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 4 except Gt=lb) 5=206. 11. ,P•,F ,,, P .. _ . . • /" v . ICI No 22839 February 22,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building, component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses 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 36610 Job Truss Truss Type Qty Ply LOT 1111 WATERSTONE 1 rr T22937464 2644791 V03 Valley 1 1 Job Reference(optional "� � �••+•'���• ��•r, '-A —Yo.4ou 5 reu I L LUZ I IVII I eK Inausrrles, Inc. mon reD zz 1u:49:i b zUz1 rage 1 I D:cJkf7geP1 bR?kKQd_p69I Wi B6-PIXVtPm_5o6Cy2nj 1 CrKxt_7OmF36yEd4rczCazicJo r 4-6-3 4-6-3 Scale = 1:14.1 2 v 0 0 2x4 i 2x4 II 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/deft L/d TCLL 20.0 Plate Grip,DOL 1.25 TC 0.52 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) file n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=4-5-11, 3=4-5-11 Max Horz 1=116(LC 12) Max Uplift 1=49(LC 12), 3=-107(LC 12) Max Grav 1=141(LC 17), 3=155(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-156/307 PLATES GRIP MT20 244/190 Weight: 16 lb FT = 20% Structural wood sheathing directly applied or 4-6-3 cc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load honconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 3=107. �•��,P�'�ER ,P,i N'o 228'39 ak:: • i4 February 22,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ��• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing " is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the /�iTe k• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/l Quality Criteria, DSB-89 and BCSI Building Componeni 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 1111 WATERSTONE 1, , e ., T22937465 2644791 VO4 Valley 1 1 Job Reference (optional) nU11UEla rIIJWUUI GC kr d " arty, rL/, rrdnr uny, rL - aaoor, b.40U s t-eo 1Z ZUZI MI I eK Industries, Inc. Mon Feo ZZ IU:4y:1 ti ZUZ1 Page 1 ID:eJkf7geP1 b R?kKQd_p691 iy9i B6-tU5t41ncs6E3aCMvbvMZU4XPk9cOrPUmI VM WkOzicJn 2-6-3 2-6-3 2x4 i 2x4 11 2 3 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=2-5-11, 3=2-5-11 Max Horz 1=54(LC 12) Max Uplift 1=23(LC 12), 3=-50(LC 12) Max Grav 1=66(LC 17), 3=72(LC 17) Scale = 1:9.1 PLATES GRIP MT20 244/190 Weight: 8 lb FT = 20% Structural wood sheathing directly applied or 2-6-3 cc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind; ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone;C-C for members and forces & MWFRS for reactions shown;.Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0'psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10l) Ib uplift atjoint(s) 1, 3. 11h. to ���♦� yJ �\G.E N S�•�iL ��i. �= No 22830 ' OF • �! �.OR��P•'�� S'♦ '004 bate:. 4110, February 22,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19I2020 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 OFa 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 �'i'ek' fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSI/TPN Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf,. MD 20601 Tampa, FL 36610 Symbols PLATE -LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. i- For 4 x 2 orientation, locate plates 0- 'r+5' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. " Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. - LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the 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. 0 Of O 2 U IL O H Numbering System 6-4-8 dimensions shown in ft-In-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 O 2 U 0- 0 1-- 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: ESRA311, 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. — C 2012 MiTek® All Rights Reserved MiTek® MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional. stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building. designer, erection supervisor, property owner and all other. interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSlfrPI 1. 7. 'Design assumes trusses will be suitably protected from. the environment in accord with ANSI fPI 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 ANSIrrPI 1 Quality Criteria. 21.The design does not take into account anyAynamic or other loads other than those expressly stated.