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HomeMy WebLinkAboutTruss258 Southhall Lane, Suite 200 F rD-1 $ Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com rWebsite: www.fdseng.com ENOINEERINO ASSOCIATES -July 12-2021 - - -- - Building Department Ref: Adams Homes Lot: Lot 26 Blk. Ph 3 Subdivision: Fort Pierce - Waterstone Address: 8311 Amalfi Cir. Model: 2508 3CF A LHG KA # 21-4933 Truss Company: Builders First Source Date of drawings: 4/28/21 Job No.: 2753928 Wind Speed: 160 Exposure: C Truss Engineer: Joaquin Velez_ To whom it may concern, We have reviewed the truss design package for the project referenced 'above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. ,,�►+'++s"'sr�pf Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, 7/12/2021 7/12/2021 Carl A. Brown, P.E. Scott Lewkowski, P.E. FL. # 56126 FL. #78750 FDS Engineering Associates, A TSG Company "Your Building Code Experts" y No• 87864 s a .y1 STATE O .O P *rl�'se. AU Luis Pablo To es, P.E. FL. # 87864 a 0 • 18.08-OD 10-00-00 10-04-00 6-OB-00 14-04-00 SIMPSON CONNECTOR SCHEDULE ROOF TRUSS Q ID MODEL ROOF UPLIFT SYMBOL 0 A-11 LUS24 895 490 AL"' 11 4 A 11 HTU26 3600 1555 ILA 0 B HTU28 4680 2140 1LB 0 C HTU26-2 3600 2175 1Lc 0 D HTU28-2 4680 13485 1 111) 0 E HGUS26-2 5320 2155 11E 0 F HGUS28-2 7460 3235 1LF 0 G HGUS26-3 5230 2155 1 LG 0 H HGUS28-3 7460 3235 11H 0 J THJA-26 9100 4095 1 Li 32 3 X 8 NOP ❑� Reviewed and Approved ❑ Reviewed with Notations ❑ Revise and Resubmit ❑ Not Reviewed (see explanation) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner FDS ENGINEERING ASSOCIATES Date: 07/12/2021 By: ES Submittal No-: Project No.: 21-4933 Project Eng.: Luis Project Name: Adams Homes - Fort Pierce - Waterston - Lot 26 Blk Ph 3 CONDITIONS PRIOR TO APPROVAL FIELD BY BUILDER MAIN WIND FORCE RESISTING SYSTEM/C4 HYBRID NAND ASCU-16 IMPORTANT ENCLOSED EXPOSURE CATEGORY OCCUPANCY CATEGORY I This Drawing Must Be Approved And WIND LOADIU MPH WIND IMPORTANCE FACTOR IM Returned Before Fabrication Will TRUSSES HAVE BEEN DESIGNED FORA 1IA PSF BOTTOM CHORD LIVE LOAD Begin. For Your Protection Check All NONCONCURREm WRH ANY OTHER LIVE LOADS Dimensions And Conditions Prior To RE BELOW I Plan. SIGNATUAPBELO INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL: 20 PSF TCLL• 40 PSF BEEN ACCEPTED. TCDL- 07 PSF TCDL- 10 PSF By Date BCDL- 10 PSF BCDL: 6 PSF TOTAL' 37 PSF TOTAL: 65 PSF DURATION: 1.26 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. (is. 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: 2X4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE FBC2020 BEARING HEIGHT SCHEDULE Hatch Legend 0 ®117-ff BRG WALL 8'-00' BRG WALL BUILDER: Adams Homes oJECT: Single Family 160 [DRAWN DEL: 2508 A 3CAR DRESS: 8311 AMALFI CIR T /BLOCK: 26 PH 3 BDIVISION: WATERSTONE Y: FT PIERCE BY: K SANCHEZ B 0: 2763928 TE: 1 04125120211 SCALE: NTS PLAN DATE: 1 2021 REVISIONS: 1.DEC 2020 2 3. 4. 4408 Airport Road Plant City, FL 33563 Ph. (813) 305-1300 Fax (813)305-1301 MiTek` RE: 2753928 MiTek USA, Inc. LOT 26/PH3 WATERSTONE 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: Adams Homes Port St Lucie Pro1'ect Name: 2753928 Lot/Block: 26 PH3 Model: 2508 A 3CAR Address: 8311 AMALFI CIR Subdivision: WATERSTONE City: FT PIERCE State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: N/A Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 53 individual, dated 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 T23735350 A01 4/28/2021 21 T23735370 B02 4/28/2021 2 T23735351 A01A 4/28/2021 22 T23735371 B03 4/28/2021 3 T23735352 A01 B 4/28/2021 23 T23735372 B04 4/28/2021 4 T23735353 A02 4/28/2021 24 T23735373 B05 4/28/2021 5 T23735354 A03 4/28/2021 25 T23735374 B06 4/28/2021 6 T23735355 A04 4/28/2021 26 T23735375 B07 4/28/2021 7 T23735356 A05 4/28/2021 27 T23735376 B08 4/28/2021 8 T23735357 A06 4/28/2021 28 T23735377 Cl 4/28/2021 9 T23735358 A07 4/28/2021 29 T23735378 C1A 4/28/2021 10 T23735359 A08 4/28/2021 30 T23735379 C1P 4/28/2021 11 T23735360 A09 4/28/2021 31 T23735380 C1V 4/28/2021 12 T23735361 A10 4/28/2021 32 T23735381 C3 4/28/2021 13 T23735362 All 4/28/2021 33 T23735382 MA 4/28/2021 14 T23735363 Al2 4/28/2021 34 T23735383 C3C 4/28/2021 15 T23735364 A13 4/28/2021 35 T23735384 C3P 4/28/2021 16 T23735365 A14 4/28/2021 36 T23735385 C3V 4/28/2021 17 T23735366 A15 4/28/2021 37 T23735386 C5 4/28/2021 18 T23735367 A16 4/28/2021 38 T23735387 135A 4/28/2021 19 T23735368 A17 4/28/2021 39 T23735388 C5V 4/28/2021 20 T23735369 B01 4/28/2021 40 T23735389 E5P 4/28/2021 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision ,oil! 11 111111i j�, based on the parameters provided by Builders FirstSource (Plant City, FL). PC,UIN VFW Truss Design Engineer's Name: Velez, Joaquin , �� O My license renewal date for the state of Florida is February 28, 2023. Florida COA: 6634 No 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. Any project specific information included is for MiTek S TE OF �� ��(�•' ( P'•��,� customers file reference purpose only, and was not taken into account in the preparation of O these designs. MiTek has not independently verified the applicability of the design tj�.ls •� • • •: ••� �� parameters or the designs for any particular building. Before use, the building designer �ij O N A\- should verify applicability of design parameters and properly incorporate these designs ��hu i into the overall building design perANSUTPI 1, Chapter 2. J02016velez: ENo:68162 Mgek USA,;Inc..FL Celt 6634 :6964!Parke East Blvd. Tampa FL 33&10 April 28, 2021 1 of 2 Velez, Joaquin W19 WITelko RE: 2753928 - LOT 26/PH3 WATERSTONE Site Information: Project Customer: Adams Homes Port St Lucie Project Name: 2753928 Lot/Block: 26 PH3 Subdivision: WATERSTONE Address: 8311 AMALFI CIR City, County: FT PIERCE State: FL No. Seal# Truss Name Date 41 T23735390 E7 4/28/2021 42 T23735391 E7V 4/28/2021 43 T23735392 G01 4/28/2021 44 T23735393 H1 4/28/2021 45 T23735394 1-15P 4/28/2021 46 T23735395 H7 4/28/2021 47 T23735396 H7V 4/28/2021 48 T23735397 J01 4/28/2021 49 T23735398 M01 4/28/2021 50 T23735399 M02 4/28/2021 51 T23735400 PB1 4/28/2021 52 T23735401 PB2 4/28/2021 53 T23735402 PB3 4/28/2021 2 of 2 MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply LOT 26/PH3 WATERSTONE T23735350 2753928 A01 SPECIAL 5 1 Job Reference (optional) l3uilders FirstSource (viant City, FL), Piant City, FL - 3356/, B.— s r Pi a cua I wu r en a iuwu,ca, a ic. i uo np <, ,.,. .« <..<, age , �. ID:?1 YDfItmYJ1 NmupVDA3te2z4H2S-z?sdp_a?vSkcFgXGMi017XsQcgMwfdn WuzNBgHzMVZx 1-0• 5-30 8-10.8 14-11-8 21-0.0 25-40 29•&0 35-8-8 41-10-15 46-7-4 8-0- -4-0 5-3-0 6-0-8 4-4-0 4-4-0 6-0-8 6-2-7 4-8-5 -41 • Scale = 1:90.1 5x6 = 34 = 5x6 = 6.00 12 6 31 732 3334 8 3x6 i 30 35 3x6 5 9 5x6 i 5x6 4 10 ST1.5x8 STP = 3x6 i 36 ST1.5x8 STP = 3 29 11 Im 12 0 8-10- 19 0 1O 1 2 3x4 = 18 38 39 17 16 40 41 15 14 42 43 13 lca 20 3x6 = 3x8 = 3x8 = 11 3x8 = 4x8 = 3x6 = 46 = 22 4x6 = 2x4 II 6x8 = 5-3-0 8-8-0 8- -812-0.4 21-0-0 29-8-o 38-7-11 46-7-4 5-3-0 3-5-0 0- -8 3-1-12 8-11-12 8-8-1 8-11-11 7-11-9 Plate Offsets (X Y)-- [4:0-3-0,0-3.0] [6:0-3-0 0-2-0] [8:0-3-0,0-2-01 [10:0-3-0,0-3-0] [21:0-3-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.28 13-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.50 13.15 >907 180 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.08 11 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 271lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except BOT CHORD 2x4 SP No.2 *Except' 2-0-0 oc purlins (4-3-0 max.): 6-8. 4-21: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 3-9-0 oc bracing: 19-21 WEBS 1 Row at midpt 7-16, 7-15, 9-15 REACTIONS. (size) 2=0-8-0, 11=0-7-4, 21=0-3-8 Max Horz 2=419(LC 11) Max Uplift 2=-492(LC 12). 11=911(LC 12), 21=1146(LC 12) Max Grav 2=367(LC 23), 11=1778(LC 18), 21=2134(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-366/761, 34=310/417, 4-5=-1385/843, 5-6=-1837/1250, 6-7=1583/1214, 7-8=-187811327, 8-9=2133/1362, 9-10=-3023/1620, 10-11=3266/1758 BOT CHORD 2-22=644/251, 21-22=-644/251, 19-21 =1 949/939, 4-19=-1946/916, 16-18=-696/1623, 15-16=-712/1787, 13-15=-1133/2318, 11-13=-1452/2869 WEBS 4-18=596/1610, 5-16=-17/251, 6-16=-228/615, 7-16=449/289, 8-15=-283/664, 9-15=784/566, 9-13=-91/585, 10-13=-337/344, 5-18=-779/542, 3-22=-547/217, 3-21=402/888 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=7ft; 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 21-0-0, Exterior(2R) 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Extedor(21R) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to 48-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 is truss has been designed for 10 0 sf bottom chord live load nonconcurrent with an other live loads. This tru b n d Ig a p y 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=492,11=911,21=1146. 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chard. ,%Y,11111,1111 �� PQU I N , No. 68182 ?� s O:F O R1 �• �� ��� y`��s•ON�A e����` Joagaln Velez PE No.68182 mrrek USA,.Inc:.FL Cent 6634. 6904:Parke East8lvd. Tampa FL 33610 Date:' April 28,2021 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 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 ANS11TFl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 6 6 Job Truss Truss Type Qty]7TJobTRefarencWe(optionaI) 6H3 ATERSTONE T23735351 2753928 A01A SPECIAL Builders FirstSource (Plant City, FL), Plant City, FL - 33567, . 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:29:24 2021 Page 1 ID:71YDfitmYJ1NmupVDA3-te-2z4H2S-v0_NEgcFR3_JU_hfU72VDyxmgT4L7ZjpMHslk9zMVZv A 72-1 97-i5t 14-11 21-0 25-40 29.8-0 -8-41-10.15 46.7-4 8-0- 18 5-328 4-4-0 4.4-0 3608B 6-2.7 4-8-5 •4-11-0661 5xe 6 5 3x4 11 2x4 -� ST1.5x8 STP = 4 303 1 1 2 4x6 38 23 22 4x6 = 6x8 = 5x6 = 6.00 12 8 3x6 i 31 7 20 39 40 19 18 41 3x6 = 4x8 = 3x8 = 3x6 = 5x6 = 933 3435 10 36 3x6 11 42 17 16 43 44 15 3x8 = 4x8 = 3x6 = Scale = 1:90.1 5x6 h 12 ST1.5x8 STP = 37 � 13 Iv 14 d jo 0 N 4x6 = 7112 6-1-8 6-3-6 12-1-7 21-0-0 29-8-0 36-7-11 46 7-4 6 1 8 0 2 0 4-10-11 8-10-9 9- 8-0 6-11-11 7-11-9 0-11 4 Yj-- [8:0-3-0 0-2-01 [10:0-3-0 0-2-01.[12:0-3-0 0-3-01 [23:0-3-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.30 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.52 15-17 >931 180 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.12 13 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 270lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except BOT CHORD 2x4 SP No.2'Except' 2-0-0 cc purlins (4-0-4 max.): 8-10. 4-23: 2x4 SP No.3, 13-16,16-19: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 3-8-0 cc bracing: 21-23 REACTIONS. (size) 2=0-8-0, 13=0-7-4, 23=0-4-0 WEBS 1 Row at midpt 7-18, 9-18, 9-17, 11-17, 6-21 Max Horz 2=419(LC 11) Max Uplift 2=-379(LC 12), 13=968(LC 12), 23=1082(LC 12) Max Grav 2=275(LC 21). 13=1881(LC 18), 23=2170(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-293/402, 34=301/458, 4-6=-215/344, 6-7=-2494/1501, 7-8=-2223/1472, 8-9=-1949/1420, 9-10=-2084/1462, 10-11=-2362/1515, 11-12=3249/1770, 12-13=-3485/1901 BOT CHORD 2-23=376/122, 21-23=-2052/907, 4-21=266/201, 20-21=-103512162, 18-20=-1086/2397, 17-18=-881/2123, 15-17=-1266/2521, 13-15=-1578/3063 WEBS 7-18=416/405, 8-18=-323/768, 9-18=343/212, 10-17=-349/783, 11-17=-782/563, 11-15=-93/584, 12-15=-329/340, 3-23=-169/344, 6-20=0/394, 6-21=-2730/1189 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=7ft; 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 21-0-0, Exterior(2R) 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Extedor(2R) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to 48-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 chard and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=379, 13=968, 23=1082. 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ♦♦,♦�I11111ff.I��� ♦oPQuiN `%NS.r'''. No 68182 O S F �<v Joaquin Velez PE .-68182 m[Tek 4$k Inc: FL Cent 6634 ,6,�04:Parke East:Blvf7. Tampa FL 336,10 Dace: April 28,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. • Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verifythe applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and 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 a Job Truss Truss Type Qty Ply LOT 26/PH3 WATERSTONE T23735352 2753928 A01B HIP 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:29:27 2021 Page 1 ID:YuAUBcriP WCx6RhnN P_DwTzU6L_-JzfWsie7j_MuLS QE9GcCgaZl5h4_KpQF2E5yLUzMVZs 1-4-0 4-3-0 8-05 14-6-3 21-0-0 25-4 0 29-8-0 , 35-1-14 40-7-11 46-7.4 48-0-0 -4 4-35 3-8-15 6-5-13 6-5-13 4-40 4-4-0 5-5-14 5-5-14 ' 5-11-9 1-4-12 Scale = 1:90.1 5x6 = 3x6 = 5x6 = 6.00 F12 6 29 31 73032 8 3x6 i 5 28 9 5x6 � ZJ?3x6 5x6 10 ST1.5x8 STP = 4 3x6 33 ST1.5x8 STP = 3 27 11 rn Iv 9 12 0 o 2 4x12 = 18 17 16 34 35 15 14 36 37 13 N 0 3x8 = 3x8 = 3x8 = 3x6 = 4x6 = 20 3x8 = 4x8 = 4x6 = 6x8 = 7-6-15 B�Or5 14-6-3 21-0-0 29-8-0 37-10-12 46-7.4 7-6-15 0-5-6 6-5-13 6-5-13 8-8-0 8-2-12 Plate Offsets (X,Y)--[4:0-2-12,0-3-01,[6:0-3-0,0-2-01,[8:0-3-0,0-2-01,[10:0-3-0,0-3-01,[18:0-3-8,0-1-81,[19:0-5-0,0-0-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.27 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.45 15-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 277lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except BOT CHORD 2x4 SP No.2 *Except* 2-0-0 oc purlins (4-3-0 max.): 6-8. 4-20: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-17, 7-17, 7-15 REACTIONS. (size) 2=0-8-0, 20=0-5-0, 11=0-7-4 Max Horz 2=419(LC 11) Max Uplift 2=-204(LC 12), 20=1058(LC 12), 11=-914(LC 12) Max Grav 2=252(LC 21), 20=2345(LC 17), 11=1781(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-225/301, 3-4=351/854, 4-5=-1796/1065, 5-6=-1858/1198, 6-7=-1611/1175, 7-8=-1883/1268,8-9=2132/1318,9-10=-2974/1589,10-11=3167/1663 BOT CHORD 19-20=-2168/1160, 4-19=-2058/1201, 18-19=-469/303, 17-18=656/1767, 15-17=-677/1833, 13-15=-1042/2266, 11-13=-1344/2777 WEBS 3-19=658/393, 4-18=-1003/2064, 5-18=395/378, 6-17=-216/606, 7-17=-454/267, 8-15=297/681,9-15=758/537,9-13=-165/640,10-13=-347/343 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2R) 21-0-0 to 26-7-14, Interior(1) 26-7-14 to 29-8-0, Exterior(2R) 29.8-0 to 35-1-14, Interior(1) 35-1-14 to 48-0-0 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=204, 20=1058, 11=914. 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. • 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. {{IIIIItffyl OPQV N `` J LENS No.68182 �'O : • Z OF Joaquin Velez PE 116:68182 MiTek USA', Inc: FL Eft 6634 6904T ke East Blvd. Tampa FL 33610 Date: April 28,2021 ®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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/rPlt Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety /ntormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 26/PH3 WATERSTONE T23735353 2753928 A02 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, — — : 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:29:36 2021 Page 1 ID:71 YDfitmYJI NmupVDA3te2z4H2S-ZhiwlnlnclVcwgcyBfGJiURncJ9mxwFa68mw9TzMVZj .1-4-0 6-0-14 8-11-0 13-04 15-4-5 21-0-0 25-4-0 29 8-0 35-3 11 37712 45-7-8 y 4 � 2 i� 2 I 4-1-4 2-4-1 5-7-11 4-4-0 4-4-0 5-T 2-4-1 7-11-12 1 Scale = 1:85.3 5x6 = 6.00 12 3x6 = 5x6 = 7 32 8 3334 9 3x6 31 35 3x6 5x6 i 6 10 5x6 5 11 3x4 II 2x4 \\ 4 36 3 ST1.5x8 STP = 30 D tc2 1 2 5x6 = 19 18 38 39 17 16 15 14 d 37 3x6 = 5x12 = 3x8 = — 3x6 = 2x4 II 21 22 3x8 4x6 = 6x8 = B-8-0 8-11-0 15-45 21-0-0 1 25-4-0 , 29-8-0 1 35-3-11 .37-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 11-13: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.2 'Except' 2-21,13-16: 2x4 SP No. 1, 4-22: 2x6 SP No.2 WEBS WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 -t 1-11-12 REACTIONS. (size) 13=0-3-0, 2=0-8-0, 22=0-3-8 Max Horz 2=403(LC 11) Max Uplift 13=-774(LC 12). 2=483(LC 12), 22=-1129(LC 12) Max Grav 13=1618(LC 18), 2=378(LC 23), 22=2055(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-246/629, 3-4=143/508, 4-5=-61/570, 5-6=-1598/1249, 6-7=-1696/1286, 7-8=-1475/1250, 8-9=-1718/1317, 9-1 0=-1 946/1357, 10-11=-2353/1538, 11-13=-2552/1500 BOT CHORD 2-22=619/173, 20-22=-1797/710, 19-20=-807/1295, 18-19=-869/1567, 17-18=-813/1653, 15-17=-1087/2031,14-15=-1159/2166,13-14=-1158/2169 WEBS 5-20=2000/768, 3-22=-298/491, 7-18=-240/553, 9-17=-267/589, 8-18=-406/237, 6-19=316/191,5-19=129/570,10-15=-163/355,10-17=-625/450,11-15=-288/213 in (loc) Vdefl L/d I PLATES GRIP 0.41 22-29 >257 240 MT20 244/190 0.34 22-29 >304 180 0.09 13 n/a n/a Weight: 285 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 5-4-0 oc bracing: 20-22 1 Row at midpt 5-20, 8-18, 8-17 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; 6=45ft; L=40ft; eave=7ft; 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 21-0-0, Exterior(21R) 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Extedor(2R) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to 45-7-8 zone; porch left 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 13=774,2=483,22=1129. 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. ®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 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 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/TPll Duality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 % ,,,�r,ililU►lflJ II .4.V QU I N% 0. No. 68182 .'ST . OF •V P R arke EaABlvd. Tampa FL 33610 April 28,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 a Job Truss Truss Type Oty Ply LOT 26/PH3 WATERSTONE T23735354 2753928 A03 SPECIAL 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr27 13:29:42 2021 Page 1 ID:?1YDfItnnYJ1 NmupVDA3te2z4H2S-Nr3BOgpYBbFmel36XvNjxlhp9kDyLhpSV4DFN6zMVZd 1-4- 6-0-10 8-11-0 12-11-10 19.0.0 25-4-0 31-8-0 37-8.6 -4 6 0-10 2-10 6 4-0-10 6-0-0 6-4-0 6-4.0 6 0 6 Al7-1-2 19 4x6 = 6x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except` 8-11: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 'Except` 4-19: 2x6 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 4 1-11-12 Scale = 1:85.3 6.00 F12 5x6 = 2x4 11 5x6 = 6 29 3031 7 32 8 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.76 Vert(LL) 0.40 19-26 >258 240 MT20 244/190 BC 0.85 Vert(CT) 0.3419-26 >305 180 WB 0.52 Horz(CT) 0.09 11 n/a n/a Matrix -AS Weight: 250 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 5-4-0 oc bracing: 17-19 WEBS 1 Row at midpt 5-17, 6-16 REACTIONS. (size) 11=0-3-0, 2=0-8-0, 19=0-3-8 Max Horz 2=362(LC 11) Max Uplift 11=-772(LC 12), 2=479(LC 12), 19=-1135(LC 12) Max Grav 11=1650(LC 18), 2=381(LC 23), 19=2075(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-230/618, 3-4=108/494, 4-5=-48/501, 5-6=-1719/1261, 6-7=-1978/1413, 7-8=-197811413,8-9=-2463/1519,9-11=-2615/1529 BOT CHORD 2-19=615/181, 17-19=-1816/713, 16-17=-842/1352, 14-16=-793/1607, 12-14=-888/1777, 11-12=-1204/2233 WEBS 5.17=2153/877, 5-16=01537, 6-14=277/793, 7-14=-374/383, 8-14=138/369, 8-12=251/705, 9-12=325/425, 3-19=-301/498 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=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Exterior(2R) 19-0-0 to 23-0-0, Interior(1) 23-0-0 to 31-8-0, Exterior(2R) 31-8-0 to 35-8-0, Interior(1) 35-8-0 to 45-7-8 zone; porch left 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 11=772, 2=479, 19=1135. • 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. ,,�tifllllll'//� N VFW i No 68182 :3* ST OF 4,�: .� R.�Q ��. Joaquin Velez PE No.§8182 MITekUSA,, lhc:.FL Celt 6634 Parke,Eastt;814 Tampa FL 33W Date:. April 28,2021 ®WARNING - Verly design parameters and READ NOTES ON THIS AND INCLUOEb MITEK REFERENCE PAGE Mil-7473 rev. 5/192020 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 ANS11rFl1 Quality Criteria, DSB-e9 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 �IOT261PI­13WATERSTONE 2753928 A04 SPECIAL 1 1 Job Reference (optional) T23735355 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:29:51 2021 Page 1 ID:?l YDfltmYJl Nm upVDA3te2z4H2S-da6bvvwB4MOUE8FrZiI gpeZL2MG6yoTnZzvDB5zMVZU T1-4-Q 6-1� 8-11-0 12-6-5 17-0-0 22-2-12 28-5-4 33-8-0 38 3-8 45 7-8 1 4^ c-9-8 3-75 4-5 11 5-2-12 6-2-8 5 2-12 4-7-7 7-4-0 M O 6.00 12 5x6 — 3x6 = 5x6 = 5x6 = 6 31 7 3233 8 34 935 36 a0 21 Zu oxo — 5x6 II 4x6 = 6x8 = 4x8 = Scale = 1:84.9 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 0.75 Vert(LL) 0.41 21-28 >255 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) 0.35 21-28 >302 180 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.10 12 n/a n/a BCDL 10.0 Code FBC2020/TPI201.4 Matrix -AS Weight: 258lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 9-12: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.2 *Except* 2-20,12-15: 2x4 SP No. 1. 4-21: 2x6 SP N0.2 WEBS WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 -t 1-11-12 REACTIONS. (size) 12=0-3-0, 2=0-8-0, 21=0-3-8 Max Horz 2=321(LC 11) Max Uplift 12=-772(LC 12), 2=476(LC 12), 21=-1138(LC 12) Max Grav 12=1619(LC 18), 2=353(LC 23), 21=2068(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-176/608, 3-4=33/493, 4-5=0/489, 5-6=-1709/1253, 6-7=-1501/1197, 7-8=-2176/1481, 8-9=-2026/1380, 9-10=-2271/1451, 10-12=-2571/1503 BOTCHORD 2-21=601/125, 19-21=-1808/712, 18-19=-809/1171, 16-18=-1065/2024, 14-16=-1146/2133,13-14=-1185/2192,12-13=-1185/2192 WEBS 5-19=2032/873, 5-18=-46/621, 6-18=251/564, 7-18=851/473,.7-16=40/439, 8-14=429/293, 9-14=-347/743, 10-14=-366/313, 3-21=-299/495 Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 5-2-0 oc bracing: 19-21 1 Row at midpt 5-19, 7-18, 8-14 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=7ft; 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 17-0-0, Exterior(2R) 17-0-0 to 21-0-0, Interior(1) 21-0-0 to 33-8-0, Exterior(2R) 33-8-0 to 37-8-0, Interior(1) 37-8-0 to 45-7-8 zone; porch left exposed;C-C for members and farces & 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 12=772,2=476,21=1138. 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. ,,,-111111.i I vlN v < •, `�.` ..�. G E N • No 68182 : S OF ,�•�. Joaq'l In Velez PE16:661,82 MiTek USA; Inc.. FL Celt 6634. 6904: P*e E40 Blvd. Tampa FL 33610 Dater April 28,2021 ® WARNING - Vedfy 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 ANS11TPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke last 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 26/PH3 WATERSTONE T23735356 2753928 A05 SPECIAL 1 1 Job Reference o tional Builders Firstbource (Plant Glty, FL), Plant Uny, FL-JJ06f, o.yau s „pFZU tut i wn ien uiuusums, niU. ru. r Pr �r rayr; ID:71YDfIlmYJ1 NmupVDA3te2z4H2S-5mgz6FxprgWLrlgl7OZ3Ls6W7mb2hBTwodemjxzMVZT 14 5-8-2 8-11� 15-0-0 21-10-7 29-4-4 35-8-0 40-11-3 45-7-8 1. -4 5-8-2 3-3-0 6 0 8 6-10-7 7-5-13 6-3-12 5-3 2 4-8-5 6.00 F12 5x8 = 5x6 = 5 29 30 6 31 5x8 - 28 4 2x4 3 ST1.5x8 STP = 27 7 1 2 5x8 = 37 38 16 15 3940 36 19 18 3x6 = 4x8 = 4x6 = 6x8 = 3x6 = 5x6 = 7 32 33 8 14 41 42 13 12 3x6 = 4x8 = 3x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DO] 1.25 TC 0.73 Vert(LL) TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) BCDL 10.0 Code FBC2020ITP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 *Except* BOT CHORD 4-19: 2x6 SP No.2, 15-17: 2x4 SP No.2 WEBS 2x4 SP No.3 WEBS SLIDER Right 2x6 SP M 26 -t 2-6-0 REACTIONS. (size) 11=0-3-0, 2=0-8-0, 19=0-3-8 Max Horz 2=280(LC 11) Max Uplift 11=-770(LC 12), 2=469(LC 12), 19=-1147(LC 12) Max Grav 11=1613(LC 18), 2=367(LC 23), 19=2041(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-221/613, 3-4=44/453, 4-5=89/600, 5-6=1798/1271, 6-7=-2605/1633, 7-8=-2171/1397,8-9=-2415/1448,9-11=-2549/1553 BOT CHORD 2-19=611/169, 17-19=-1818/770, 4-17=345/349, 16-17=-804/1472, 14-16=-1275/2353, 12-14=-1367/2507, 11-12=-1249/2184 WEBS 5-17=2004/742, 5-16=-348/1114, 6-16=872/570, 6-14=-38/414, 7-12=-671/424, 8-12=254/744, 3-19=-285/474 in (loc) I/deft L/d 0.4019-26 >263 240 0.34 19-26 >311 180 0.09 11 n/a n/a Scale = 1:84.9 34 2x4 9 35 4x6 10 c? 0 11 r; 1� Io d 5x8 11 N PLATES GRIP MT20 244/190 Weight: 243 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 5-4-0 oc bracing: 17-19 1 Row at midpt 5-17, 7-12 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=7ft; 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 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 35-8-0, Extedor(2R) 35-8-0 to 39-8-0, Interior(1) 39-8-0 to 45-7-8 zone; porch left 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) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 11=770, 2=469, 19=1147. 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. QU IN J J G 40..68,182 0. 9 :.Cc Z ST OF t' ft � i ,0 C/ �F OR,1 �,�1O kimN A" "O . Joaqulu Velez P�Nd.68182 MiTek USA; Inc. FL U' 6634. .6904:6r6 East Blvd. Tampa FL 33610 f7ate April 28,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB•89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 26/PH3 WATERSTONE 2753928 A06 Hip 1 1 Job Reference o tional T23735357 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:29:54 2021 Page 1 ID:71YDfItmYJ1NmupVDA3te2z4H2S-19ojXwz3MHm35b_QERbXQHBugZKt92BDFx7toQzMVZR 14 6-9� 13-0-0 21-0-0 29-0-0 37-0-0 37- 42-0-0 461-5 50-8-0 0 -4 6 9-0 6-2-12 8-0-0 8-0-0 8-0-0 0-8-0 4-4-0 4-1-5 4-6-11 -4- 46 = Offsets (X,Y)-- 6.00 FIT 5x8 = 5x6 = 5x8 — 3x4 11 5x6 = 4 29 5 30 31 6 A7 7 a 5x6 - 5x6 9 32 33 14 7x10 = 13 20 19 35 18 36 17 2x4 II 5x6 = 5xB = 3x6 = [8:0-3-0,0-2-0], 15 oxb = 16 5x6 II 1:0-0-14,Edge], [1 3.00112 Scale: 1/8"=1' 2x4 = 10 ST1.5x8 STP = o 34 `b d IN 11 Iy 12 a 4x6 ZZ 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 0.60 Vert(LL) -0.22 18-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Verl(CT) -0.38 18-19 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.08 16 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix AS Weight: 295 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 `Except' BOT CHORD 7-16: 2x6 SP No.2 WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 2=0-8-0, 16=0-3-8, 11=0-8-0 Max Horz 2=295(LC 10) Max Uplift 2=815(1_C 12), 16=1275(LC 12). 11=-246(LC 12) Max Grav 2=1586(LC 17), 16=2618(LC 18), 11=379(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2779/1415, 3-4=-2153/1190, 4-5=-1828/1140, 5-6=-1828/1140, 6-7=-407/996, 7-8=-450/1024,8-9=-508/1066,9-10=-354/579,10-11=-363/294 BOT CHORD 2-20=1086/2644, 19-20=-1087/2638, 18-19=-659/2005, 17-18=-218/1039, 14-16=-2477/1437, 7-14=-366/385, 13-14=-480/601, 11-13=-256/349 WEBS 3-20=0/255, 3-19=-727/493, 4-19=-154/649, 5-18=-467/483, 6-18=-612/1171, 14-17=-269/1034, 6-14=-2211/1239, 8-14=-51 7/308, 9-14=-695/379, 9-13=0/352, 10-13=-658/527 Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 4-7-0 oc bracing: 14-16 1 Row at midpt 4-18, 6-18, 6-14 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=42psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interier(1) 2-8-0 to 13-0-0, Exterior(2R) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 37-8-0, Extedor(2R) 37-8-0 to 43-3-14, Interior(1) 43-3-14 to 52-0-0 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, with BCDL = 10.Opsf. 7) Bearing atjoint(s) 11 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=815, 16=1275, 11=246. 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 sheets ock be applied directly to the bottom chord. O-a-IN .� E �i No. .58182 � r A". �� Joagiiln Velez PE N6:68182 MiTek USA; Inc: FL Gent 663-4 ,6904:Parke East -Blvd: Tampa FL 33610. bate: April 28,2021 A 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 Ml 1, 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 11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast 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 26/PH3 WATERSTONE T23735358 2753928 A07 SPECIAL 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:29:59 2021 Page 1 ID:?1 YDfItmYJ1 NmupVDA3te2z4H2S-07bcael CBpOMBMsN 1 _Bi7KulDa_cgHlyPDreTdzMVZM 1 4 5-11-14 11-0-0 16 7-1 24-0-0 31 4-15 37-0-0 39-M 44-8-11 50-8-0 2-0 4 5 11-14 5-0-2 5-7-1 7-4-15 7-4-15 5-7-1 2-8 0 5-0 11 5-11-5 4 5x6 = 6.00 F12 3x6 = 31 5 5x6 = 3x6 = 3x4 I 5x6 = 6 32 33 7 34 8 9 22 2120 37 38 19 39 40 18 17 41 42 if % 13-6-8 r 4x6 = 2x4 II 4x8 = 3x6 = 3x6 = 6x8 = 3.00112 4x6 3x8 = 48 = Scale = 1:89.0 5-11-14 11-0 0 19-5-1 28-6-15 36-10-0 37 p-2 42-0-0 50-8-0 5-11-14 5-0-2 8-5-1 9-1-14 8-3-1 0- -0 5-0-0 8-8-0 Plate Offsets (X,Y)-- (4:0-3-0,0-2-01, [6:0-3-0,0-3-01 [9:0-3-0,0-2-01, [11:0-0-14,Edgel, 116:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.26 19-21 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.46 19-21 >958 180 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.12 16 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 266 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: 8-16: 2x4 SP No.3, 15-18: 2x4 SP No.1 4-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-16 REACTIONS. (size) 2=0-8-0, 11=0-8-0, 16=0-3-8 Max Horz 2=-254(LC 10) Max Uplift 2=-898(LC 12), 11=445(LC 12), 16=-993(LC 12) Max Grav 2=1678(LC 17), 11=682(LC 18), 16=2182(LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-3027/1673, 3-4=-2530/1485, 4-5=-2251/1426, 5-6=2561/1559, 6-7=-1742/1158, 7-8=-80/301, 9-10=886/550, 10-11=-1351/929 BOT CHORD 2-22=1343/2840, 21-22=-1343/2840, 19-21=-1213/2658, 17-19=-1096/2381, 16-17=-537/1255, 14-16=-774/464, 8-14=-248/274, 11-13=-727/1228 WEBS 3-21=591/429, 4-21=-344/865, 5-21=-566/339, 6-19=59/445, 6-17=-906/591, 7-17=402/1211, 7-16=-1897/982, 9-14=-621/363, 9-13=-277/B00, 10-13=-514/553 NOTES- �/1111.1//1j 1) Unbalanced roof live loads have been considered for this design. `��� v N V ��Fi�• 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=7ft; Cat. ��� �Q.Q �j, 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) `, ,:•�,C•E`jU S,?.,•' 11-0-0 to 15-0-0, Interior(1) 15-0-0 to 39-8-0, Exterior(2R) 39-8-0 to 43-8-0, Interior(1) 43-8-0 to 52-0-0 zone;C-C for members and �%� forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 oo N o. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific � r * •:: # 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. =p ; . �• 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide S+0 F •, (U.,, �%; will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing atjoint(s) 11 considers parallel to grain value using ANSIIrPI 1 angle to grain formula. Building designer should verify 0 ��. T Capacity of bearing surface. ��� •' 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) �j Srs' • �' • • \ ' ��' ` N '��, 111111.1111. 2=898, 11=445, 16=993. 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. Joaquin:Velez PE Nti.68182 Mrrek USA, -Inc: FL Cert 6634 ,6904:Parke East;Blvd,,Tampa FL 33610 Date: April 28,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511 MO20 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 stabilityand to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke Fast 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 FJ.b 6/PH3 WATERSTONE 2753928 A08 SPECIAL 1 1 T23735359 eference(..I'. o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:30:03 2021 Pape 1 M O 6-4-1 6-4-1 5x6 = 6.00 FIT 2x4 \\ 4 30 31 r uuun ra uvrnupvuA; 23-0-0 29-9-2 37-0-0 6-9-2 6-9-2 7-2-14 3x6 = 5x6 = 5x6 = 5 6 32 33 7 3x4 II 5x6 = 8 �d qS o 46 = 3x8 = 4x8 = 3x6 = 3x8 = 3x6 = 6x8 = J 3.00112 4x6 Scale = 1:89.0 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. TC 0.60 DEFL. in (loc) I/defl Lid Verf(LL) 0.31 19 >999 240 PLATES GRIP TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.52 19-21 >858 180 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.12 16 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 250 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; 2-20,15-18: 2x4 SP No. 1, 8-16: 2x4 SP No.3 4-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 WEBS 1 Row at micipt 5-21. 7-16 REACTIONS. (size) 2=0-8-0, 11=0-B-0, 16=0-3-8 Max Horz 2=213(LC 11) Max Uplift 2=-888(LC 12). 11=417(LC 12), 16=11033(LC 12) Max Grav 2=1419(LC 21). 11=573(LC 18), 16=1948(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2515/1640, 3-4=-2326/1551, 4-5=-2070/1448, 5-6=-2686/1785, 6-7=-2037/1389, 9-10=7081497, 10-11=-1112/839 BOT CHORD 2-21=1301/2207, 19-21=-1509/2690, 17-19=-1377/2524, 16-17=-867/1645, 14-16=-771/550, 8-14=-377/407, 13-14=-112/471, 11-13=-638/975 WEBS 3-21=296/364, 4-21=421/783,,5-21=-815/523, 6-19=65/271, 6-17=-721/525, 7-17=323/825, 7-16=-2025/1212, 9-14=-7251420, 9-13=-203/492, 10-13=-416/491 NOTES- 1) Unbalanced roof live loads have been considered for this design. 9 ,,I1tLI, 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=7ft; Cat. IN 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 9-0-0, Exterior(2R) 9-0-0 �%,,QPQv ♦• E N S'F•? to 13-0-0, Interior(1) 13-0-0 to 41-8-0, Exterior(2R) 41-8-0 to 45-8-0, Interior(1) 45-8-0 to 52-0-0 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 N.D. to the use of this truss component. .001'82 * ,�„* 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 fit between S OF will the bottom chord and any other members. 7) Bearing atjoint(s) 11 considers to i9' ��OT • ���' parallel grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Q 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) O R 1 ��j sS 2=888, 11=417, 16=1033. 9) is design requires a of /rd structural wood sheathing be applied directly to the top chord and 1/2" gypsum trbe applied directly touss sh bottom chord.nimum .6904:Parke East Blvd. Tampa FL 33610 Date: April 28,2021 ® 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 W 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 guldance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPii Quality Criteria, DSB-99 and BCSI Building Component .Blvd. Tampa, 6904 Parke 3aste East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 r Job Truss Truss Type Qly Ply LOT 26/PH3 WATERSTONE T23735360 2753926 A09 SPECIAL 1 2 L Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, B.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:30:05 2021 Page 1 ID:?1 YDfltmYJ 1 NmupV DA3te2z4H2S-CGytrh5znf9VvHKXO E16NbBhG?3fEOUrn9lyhHzM VZG 12-0-13 16-11-15 21.11-0 26-10-7 31-9-13 37-o' 40-2-4 43-B-0 50-8-0 2.0- -4-0 7-0.0 5-0.13 4-11-1 4-11-1 4-11-7 4 19;-7 5-2-3 3.2-4 3-5-12 7-0.0 -4-0 5x8 = 6.00 F12 3x6 = 6x8 = 2x4 11 3x6 = 5x6 = 4x6 = 5x8 = 3 304 5 6 31 7 8 9 32 10 19 -_ 4x6 = 2x4 II 5x6 = 3x6 = 3x8 = 3x6 = 4x8 = 1b 4x6 = 3x6 II 4x6 3.00 12 Scale = 1:89.0 7-0-0 12-0.13 16-11-15 i 21-11-0 26-10-7 31-9-13 i 36-10-0 37i0-0 40-2-4 i 43-5-0 , _ _ 50-8-0 7-0 0 5-0-13 4-11-1 4-11-1 4-11-7 4-11-7 5-0.3 0- -0 3-2-4 3-2-12 7-3-0 Plate Offsets (X,Y)-- [3:0-6-0,0-2-8] [8:0-3-0 0-3-0] [10:0-6-0,0-2-8] [11:0-0-14 Edge],[22:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.55 20-21 >801 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.56 20-21 >782 180 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(CT) 0.13 16 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MS Weight: 516lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-4 oc purlins. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 5-9-12 oc bracing. Except: 9-16: 2x6 SP No.2 5-1-0 oc bracing: 14-16 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 16=0-3-8, 11=0-8-0 Max Harz 2=172(LC 7) Max Uplift 2=1927(LC 8), 16=3082(LC 8), 11=531(LC 8) Max Grav 2=3208(LC 13), 16=5312(LC 13). 11=818(LC 14) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6416/3702, 34=-7627/4623, 4-5=-8266/5067, 5-6=-7691/4787, 6-7=-7691/4787, 7-8=-5926/3759,8-9=2922/1958,9-10=1076/2330,10-11=1988/970 BOT CHORD 2-23=3112/5770, 22-23=-3124/5811, 21-22=-4386/7748, 20-21=-4809/8349, 18-20=-3478/5962, 17-1 8=-1 756/3021, 16-17=-1261/766, 14-16=5244/3178, 9-14=4012/2696, 13-14=-731/1864, 11-13=-706/1751 WEBS 3-23=308/987, 3-22=-1504/2436, 4-22=121611012, 4-21=-493/782, 5-21=-252/414, 5-20=734/405, 6-20=647/633, 7-20=-1265/2217, 7-18=-1991/1409, 8-18=-2143/3661, 8-17=2723/1846,9-17=-3008/5129,10-14=4245/2154,10-13=-416/1366 "till 11Itil-11, NOTES- ,, Qv PIN v ,,. 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: ��. % ,0 G /� • �� S'�.•••: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. �� �;'��.� �s� Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. N Q 681`82 Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 13-10 2x4 - 1 raw at 0-4-0 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=7ft; Cat. .S OF (L 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 �i� •�: R, to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. •'`GNP �j/'� �\ ♦�� ��� 7) Thistruss has been designed fora d ve load nonconcurrent with any ive loads. • 8) *This truss has been designed for ali a load of 20.Opsf anthe bottom chord in all areas where arectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. Joaquin Velez PE N6.68182 9) Bearing at joint(s) 11 considers parallel to grain value using ANSI(rPI 1 angle to grain formula. Building designer should verify M[Tek USA, Ige:.FL Cert$634. capacity of bearing surface. 6960aiti ke E*01vd: Tampa FL 33610 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) daft , 2=1927, 16=3082,11=531. April 28,2021 0d4tfairrdtlm ajemlEp end with 7-0-0 end setback ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 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/TF11 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 Qty I Ply I LOT 26/PH3 T23735360 SPECIAL (Plant City, FL), Plant City, FL - 2 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:30:05 2021 Page 2 ID•?1YDfitmYJ1N VDA3t 2 4H NOTES- ' mup e z 2S-CGytrh5znf9VvHKXOE16Nb8hG?3fEOUrn9lyhHzMVZG 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 802 lb down and 391 lb up at 43-5-0, and 802 lb down and 391 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-1 0=-1 12(F=-58), 10-12=-54, 23-24=20, 16-23=-42(F=-22), 15-16=42(F=22), 13-14=-42(F=22), 13-27=-20 Concentrated Loads (lb) Vert: 13=475(F) 23=475(F) 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast 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 26/PH3 WATERSTONE T23735361 2753928 A10 SPECIAL 2 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. I ue Apr2t 1:i::3u:ut 2u21 rage 1 ID:71 YDf ItmYJ 1 NmupVDA3te2z4H2S-9f4eGN7DIH PD8bTwVfKaSOD5npo5iwp8FTn3IAzMVZE 1-4 0 6-1-8 14-3-12 21-0-0 29.8-0 I 33-40 38.3.E 44-4-0 1 40 6-1-8 8-2-4 6-8.4 8.8-0 3-8-0 I 4-11-6 ' 6-0.10 ' 7x10 = 6.00 12 6x8 = Scale = 1:79.6 JX4 — 14 3x6 — 5x6 II 2x4 II 4x8 = 4x6 II 6-3-8 t1-8 6-2r8 14-3-12 21-1-0 27-3-11 33-4-0 38-3-0 44-4-0 1-8 0- -0 B-D4 6-8-0 6-3-11 6-0.5 4-t1-6 10 Plate Offsets (X Y)-- [6:0-3-0 0-3-121, [9:0-3-0D-3-01, [11:Edoe 0-3-81, [15:0-2-8,0-3-01, [22:0-3-0 0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.18 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.28 15-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.11 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 291lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals, and 6-7: 2x6 SP No.2 2-0-0 oc purlins (4-10-10 max.): 6-7. BOT CHORD 2x4 SP No.2 "Except' BOT CHORD Rigid ceiling directly applied. Except: 8-13: 2x4 SP No.3 4-2-0 oc bracing: 20-22 WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 13-15 6-16: 2x4 SP No.2 WEBS 1 Row at midpt 3-19, 5-18, 6-16, 7-16 REACTIONS. (size) 2=0-8-0, 22=0-3-8, 11=0-3-8 Max Horz 2=388(LC 11) Max Uplift 2=303(LC 12), 22=1113(LC 12), 11=-773(LC 12) Max Grav 2=276(LC 23), 22=2056(LC 17). 11=1720(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-320/409, 3-5=2415/1358, 5-6=-2034/1327, 6-7=1831/1268, 7-8=-2320/1479, 8-9=-2313/1354, 9-1 0=-1 639/905, 10-11=-1618/945 BOT CHORD 20-22=-2018/1109, 3-20=-1871/1154, 19-20=-269/337, 18-19=-1108/2276, 16-18=-835/1903, 15.16=-798/1776, 8-15=-216/294 WEBS 3-19=846/1955, 5-18=-480/346, 6-18=-138/536, 7-16=-56/339, 7-15=-316/644, 12-15=-729/1540, 9-15=-2981847, 9-12=1146/731, 10-12=-757/1535 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=7ft; 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 21-0-0, Extedor(2R) 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Exterior(2R) 29-8-0 to 33-6-9, Interior(1) 33-6-9 to 44-2-4 zone; porch left 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=1b) 2=303, 22=1113, 11=773. 8) 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. PaU'lN%F< .G E N S 00 NO, 6.8182 �'• S OF 00 00 ON Jliaquin Yelez PE Nd'.68182 MiTek USA; Joc: FLCert 6634 ,6964:Parlie East Blvd. Tampa FL 33610 Date: April 28,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 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 26/PH3 WATERSTONE 2753928 T23735362 All SPECIAL 1 Job Reference o Industries, Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industdes, Inc. Tue Apr 27 13:30:10 2021 Pagel ID:?1YDfltmYJI NmupVDA3te2z4H2S-ZEImuP96bCno?3CUAotH4frehOmivHnaxR?jMUzMVZB T1-4-q 4-1-14 15-8-4 9-7-13 14-2-1 1%050 26-3.5 31-8-0 33 40' 38 3 12 44 4-0 i 4-0 41 14 1 66 3 11 9 4 6-0 4-9-15 7-3-5 5-4-11 1-8 0 4-11-12 6-0 4 Scale = 1:81.7 5x8 = 6.00 F12 2x4 11 5x6 = r 7 3132 8 33 9 2x4 11 c� 0 LO 3x4 = 16 " 15 14 13 3x6 = 4x6 = 2x4 11 3x8 = 3x6 11 33-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.53 Vert(LL) 0.48 24 >999 PLATES GRIP 240 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.62 24 >858 180 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.33 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 603 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing BOT CHORD 2x4 SP No.2 `Except` directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-15: 2x4 SP No.3 9-5-0 oc bracing: 23-25 WEBS 2x4 SP No.3 'Except" 10-0-0 oc bracing: 15-17 3-23: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 13=0-3-8 Max Horz 2=347(LC 11) Max Uplift 2=1018(LC 12), 13=-907(LC 12) Max Grav 2=2071(LC 17), 13=1951(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3982/2015, 34=-9843/5050, 4-5=-10002/5181, 5-6=-4288/2349, 6-7=3253/1906, 7-8=-2793/1774, 8-9=-2793/1774, 9-10=-2737/1733, 10-11=-2745/1619, 11-12=-1881/1061,12-13=-1849/1092 BOT CHORD 2-25=1940/3749, 23-25=-1644/3298, 22-23=-2846/5660, 21-22=-2846/5667, 20-21=-1954/3941, 18-20=-1397/3008, 17-18=-1103/2360, 10-17=-194/307 WEBS 3-25=4608/2441, 3.23=-4393/8546, 5-23=2354/4584, 5-22=24/298, 5-21=-2029/1049, 6-21=482/1186, 6-20=-1375/815, 7-20=-516/1253, 8-18=-391/417, 9-18=-443/914, 9-17=285/583, 14-17=-871/1787, 11-17=417/1141, 11-14=1366/864, 12-14=-917/1785 VIN'�/����j�,, NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: \;'•• Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. i, Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. No 681:82 ��, Webs connected as follows: 2x4 - 1 row at 0-9-0 Do. 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 (8), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. S OF 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=7ft; Cat. 0 II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Exterior(2R) r. ;,%N - Q �� 19-0-0 to 23-0-0, Interior(1) 23-0-0 to 31-8-0, Exterior(2R) 31-8-0 to 35-8-0, Interior(1) 35-8-0 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 DOL=1.60 �j 0 plate grip 5) Building Designer / Project ngineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. Joag61h Velez PENd:68182 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` MiTek USA;1ng: FL Eft 604 8) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 69I14:Parke East Blvd. Tampa FL 33610 will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Dafe' 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) April 28, 2021 ;orQh1'11e ri 72 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and properly incorporate this design Into the overall �� building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MOW fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/1TPI1 Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 26/PH3 WATERSTONE T23735362 2753928 All SPECIAL 1 2 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 2U 2021 Mliek Industries, Inc. I ue Apr 2f 13:3U:l U ZU21 I -age Z ID:?1YDfltmYJ1 NmupVDA3te2z4H2S-ZElmuP96bCno?3CUAotH4frehOmivHnaxR?jMUzMVZB NOTES- 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. A WARNING - Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 26/PH3 WATERSTONE 2753928 Al2 SPECIAL 1 1 T23735363 Job Reference (optional) V ,o ­ y, /, ridgy n _ny, r. - aaoor , 6.43U s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:30:12 2021 Page 1 ID:?1 YDfltmYJ 1 NmupVDA3te2z4H2S-VdtXJ4BM7pl WFMMtlDwl94xzfgSNN9CtOl UgRNzMVZ9 T1-4-Q 6-7-12 11-11-0 17-0-0 22-3-0 28-5-0 33-8-0 38-9-0 44-4-0 1-4-U :-/-12 5-3.4 5-1-0 5-3-05-3-0 11-0 17-0 Scale = 1:79.6 5x6 = 5x6 = 3x4 = 85x6 = 6.00 12 5 28 29 6 30 7 31 32 12-12R0 21 4x4 = 14 13 12 11 3x6 — 4x8 = 3x4 II 2x4 11 5x8 = 4x6 11 1 13-0-0 I 6-7-12 11-11-0 17-0-0 25-4-1 33-8-0 38-9-0 44-4-0 6-7-12 5-3-4 5-1-0 8-4-1 8-4-0 5-1-0 5-7-0 Plate Offsets (X,Y)-- [3:0-3-0 0-3-0] [5.0-3-0 0-2-0] [6:0-3-0 0-3-0) [8.0-3-0 0-2-0] [11: Edge, 0-3-81[15.0-240-3-81[19.0-7-12 0-5-01[22:0-3-8 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.46 20 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.62 20 >860 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.29 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 308 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 SP No.2 'Except` BOT CHORD Rigid ceiling directly applied. Except: 2-20,11-14: 2x4 SP No.2, 8-13: 2x4 SP No.3 10-0-0 oc bracing: 19-21, 13-15 WEBS 2x4 SP No.3 'Except' WEBS 1 Row at midpt 4-18, 6-18, 7-15 19-22: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Harz 2=306(LC 11) Max Uplift 2=1011(LC 12), 11=-901(LC 12) Max Grav 2=2082(LC 17). 11=1953(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3872/1920, 3-4=-5104/2650, 4-5=-3706/2047, 5-6=-3313/1940, 6-7=-3310/1919 7-8=-2442/1498, 8-9=-2788/1613, 9-1 0=1 823/1019, 10-11 =-1 859/1082 BOT CHORD 2-22=1825/3613, 21-22=-137/264, 4-19=-501/1288, 18-19=-2365/4741, 16-18=-1663/3470, 15-16=-1524/3135, 8-15=-408/1026 WEBS 3-22=1189/767, 19-22=-1846/3653, 3-19=-470/1047, 4-18=-1678/964, 5-18=-586/1375, 6-18=393/182, 7-16=122/599, 7-15=-1053/591, 9-12=1410/877, 10-12=918/1777, 9-15=437/1216, 12-15=-833/1722 NOTES- ,,��11111►f���, 1) Unbalanced roof live loads have been considered for this design. ,`�%OPQl1IN �. ,, • \'G. E N S �" Imo, 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=7ft; Cat. ." \; F•'.: 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 17-0-0, Exterior(2R) 17-0-0 i NQ lo to 21-0-0, Interior(1) 21-0-0 to 33-8-0, Extedor(2R) 33-8-0 to 37-8-0, Interior(1) 37-8-0 to 44-2-4 zone;C-C for members and .68182 •; 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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. S OF••� • O, (V• �_ 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 �� !(fin k., Q- will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing 100 lb �j ` O R,1 — • ��j ss �'' "• • plate capable of withstanding uplift at joint(s) except at=lb) 2=1011,11=901. ` X� ,��� N,A 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum 1 sheetrock be applied directly to the bottom chord. 4oag6lli Velez PE Nts,68182 Mffek U$A;,Inc: FL Eft 6634. 6904;Parke East Blvd. Tampa FL 33610 Date: April 28,2021 ® WARNING - Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and bracing permanent always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Mew fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/t quality Criteria, DSB-89 and BCSI Building Component SatW intomlation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type City Ply T23735364 2753928 A13 SPECIAL 1 1 �LCIT261PI­13WATERSTONE Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.430 s Apr 20 2021 MiTek Industries, Inc. I ue Apr 2/ 13:3U:14 2U21 rage 1 ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-R??HkmCcfQHDUgWGPdyDEVOHdd7jr4AAs2zxVGzMVZ7 1 4 Q 6-7-12 11-11-0 15-0-0 21-3-10 26-11-15 33-0-0 35-8-0 40-4-5 44-4-0 1-4-0 6-7-12 5-3-0 3-1-0 6-3-10 5-8.5 6-0-1 2-8-0 48-5 3-11-11 5x6 = 5x6 = 6.00 12 3x4 = 5 29 6 30 7 2x4 11 6x8 = 31 8 9 23 22 15 14 13 "' "" 12 3x6 = 5x8 = 3x4 II LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 2-21,12-15: 2x4 SP No.2, 8-14: 2x4 SP No.3 WEBS 2x4 SP No.3 `Except' 20-23,9-16: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 12=0-3-8 Max Harz 2=265(LC 11) Max Uplift 2=1013(LC 12), 12=-907(LC 12) Max Grav 2=2067(LC 17), 12=1945(LC 18) 2x4 11 6x8 = 33-0-0 Scale=1:79.6 6x8 = CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.73 Vert(LL) 0.50 21 >999 240 MT20 244/190 BC 0.96 Vert(CT) -0.68 17-19 >774 180 WB 0.94 Horz(CT) 0.35 12 n/a n/a Matrix -MS Weight: 306 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 6-0-0 oc bracing: 14-16 1 G-0-0 oc bracing: 20-22 WEBS 1 Row at midpt 6-19, 7-16, 9-13, 10-12 FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3856/1931, 34=-5030/2666, 4-5=-4086/2249, 5-6=-3678/2095, 6-7=-3936/2200, 7-8=-2937/1767, 8-9=-2914/1755, 9-10=-2067/1232 BOT CHORD 2-23=1836/3557, 22-23=-117/261, 4-20=-521/1182, 19-20=-2337/4605, 17-19=-1999/4023, 16-17=-1889/3776, 8-16=-260/318, 12-13=712/1258 WEBS 3-23=1160/777, 20-23=-1880/3596, 3-20=-472/1004, 4-19=-1340/818, 5-19=-726/1587, 6-19=585/300, 7-17=-68/492, 7-16=-1061/554, 13-16=-1049/2349, 9-16=-1469/2868, 9-13=18321972, 10-13=-229/851, 10-12=-2069/1218 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; 6=45ft; L=40ft; eave=7ft; 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 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 35-8-0, Exterior(21R) 35-8-0 to 39-8-0, Interior(1) 39-8-0 to 44-2-4 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=1013, 12=907. ..00111111 f/irI `01 N VFW IV,o 00182 3 * OF 44/ Joaquin Velez PE Nd:68182 MiTek USA; Inc: k tert 6634. 6904 Parke, East Blvd. Tampa FL 33610 We:: April 28,2021 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 properly 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 Padre East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 it russ Truss Type City Ply LOT 26/PH3 WATERSTONE 2753928 A14 SPECIAL 1 1 T23735365 Job Reference(opt. o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr20 2021 MiTek Industries, Inc. Tue Apr 27 13:30:18 2021 Page 1 ID:?1 YDfitmYJI NmupVDA3te2z4H2S-Km Eoa8F7jfnf7.Hpl eTO9PLAwXFUl ntringx8el zMVZ3 T1-4-q 1-1 1,3-0-0 19-64 26-6-10 33 4-0 37 8 0 44-4-0 "14-0 6-105 5-011 1 7-0-6 6-9-6 4-4 6.00 12 2x4 11 5x6 = 2x4 II 4 5 29 6 30 5x6 = 46 = 6x8 = 31 7 32 8 9 Scale = 1:81.1 <o zz 3x8 = 14 13 12 11 3x6 = 5x6 = 2x4 II 2x4 II 2x4 II 4x8 = 3x6 II 19-9-5 10 44-4-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.66 17-19 >798 240 TCDL 7.0 Lumber DOL 1.25 BC 0.93 MT20 244/190 Vert(CT) -0.82 19-20 >647 180 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.37 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 281lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing BOT CHORD 2x4 SP No.2 *Except* directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 4-22,8-13: 2x4 SP No.3 10.0-0 oc bracing: 20-22 WEBS 2x4 SP No.3 'Except* WEBS 1 Row at midpt 9-12 20-23: 2x4 SP No.2 JOINTS 1 Brace at Jt(s): 15 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=264(LC 12) Max Uplift 2=1020(LC 12), 11=-923(LC 12) Max Grav 2=1725(LC 1), 11=1640(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3215/1947, 3-4=-4133/2655, 4-5=-4058/2745, 5-6=-4002/2636, 6-7=-4002/2636, 7-8=-3872/2560, 8-9=-2962/2037, 9-1 0=-1 681/1126, 10-11 =-1 573/1114 BOT CHORD 2-23=1847/2813, 19-20=-2066/3346, 17-19=-2345/3887, 16-17=-1831/2993, 15-16=-1831/2994,B-15=-914/664 WEBS 3-23=1014/805, 20-23=-1969/3020, 3-20=-435/852, 5-20=-775/1196, 5-19=-447/931, 6-19=371/403, 7-17=-479/435, 8-17=-623/1084, 12-15=-890/1514, 9-15=-1397/2288, 9-12=1250/895, 10-12=-923/1533 �. Quiry ', V �:� 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=7ft; 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 13-0-0, Exterior(2R) 13-0-0 to 17-0-0, Interior(1) 17-0-0 to 37-8-0, Extedor(2R) 37-8-0 to 41-8-0, Interior(1) 41-8-0 to 44-2-4 for N_o. 68182 zone;C-C 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. O S 'O F i' 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' .►�..nn 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 �j ``. 0 R- 1 G • \ �� �j k \\�?,%. other members. 7) Provide mechanicalhconnection (by others) of truss to bearing �j�Is�ON plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) A' 11 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 Joag4ln Velez PE Nd 68182 sheetrock be applied directly to the bottom chord. MRek11SA, log: FLCert6634 6904:Pafke Bit Blvd. Tampa FL 33610 Date, April 28,2021 ® 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 property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPH Quality Crlterla, 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 City Ply LOT 26/PH3 WATERSTONE T23735366 2753928 A15 MONO HIP 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MITek Industries, Inc. Tue Apr 21 13:3U:19 ZU21 rage 1 ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-ozoAnUGIUzwWbRODCBYPxYjAlepmWMyv?KhiBTzMVZ2 L1-4-q 6-4-0 11-0-0 16-7-12 24-0-11 31-31 38-8-0 44-4-0 1-4-0 6 4� 4-7-12 5-7-12 7-4-15 7-2-10 7-4-15 5-7-13 Scale = 1:78.1 5x6 = 3x4 = 5x6 = 5x6 = 4x4 = 2x4 II 4 5 23 624 725 8 26 9 2x4 II 5x6 = 3x4 = 3x4 = 4x4 = 6x8 — 3x6 = 3x8 = 4x6 = 6-4-4 11-0-0 19-5-11 27-8 0 35-10-4 44-4-0 6-4� 4-7-12 8-5-11 B-2-5 8-2.4 8-5-12 Plate Offsets (X,Y)--[4:0-3-0,0-2-01,[6:0-3-0,0-3-01[7:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 'Except' 2-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-3-8, 2=0-8-0 Max Horz 2=405(LC 12) Max Uplift 10=-941(LC 12), 2=1015(LC 12) Max Grav 10=1886(LC 17), 2=2024(LC 17) CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.58 Vert(LL) 0.4413-14 >999 240 MT20 244/190 BC 0.97 Vert(CT) -0.68 14-16 >778 180 WB 0.78 Horz(CT) 0.19 10 n/a n/a Matrix -AS Weight: 244 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-16, 7-11, 8-10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3757/1870, 3-4=-3294/1708, 4-5=-2944/1606, 5-6=-3768/1950, 6-7=-3557/1801, 7-8=-2333/1150 BOT CHORD 2-17=1938/3385, 16-17=-1938/3385, 14-16=-1966/3591, 13-14=-2009/3772, 11-13=-1654/3139, 10-11=-895/1655 WEBS 3-16=570/416, 4-16=-492/1224, 5-1 6=-1 002/524, 5-14=-73/459, 6-13=-395/382, 7-13=270/768, 7-11 = 1268/805, 8-11=-574/1494, 8-10=-2309/1265 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=7ft; 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 16-7-12, Interior(1) 16-7-12 to 44-2-4 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=941, 2=1015. 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. ({'IIIIIIffII ,%0% PQU I N C E N N:o. 68182 '0. J SOF .� 611 J6aquln Velei PE N6'. 8182 MiTek USA;:Inc: FL Cert 66A 69119 Piri : EastBlvd. Tampa FL 33610' Date: April 28,2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with Mrrek® connectors. This design is based only upon 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 passible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and BCSI Building Component 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 26/PH3 WATERSTONE 2753928 A16 MONO HIP 1 1 T23735367 R„iLlore LirelCn„rnu /Dl�n• !•a,. CI • Job Reference (optional) - - --- -- - • -/ r, 6.4nu s Apr 2u 2u21 MI Fek Industries, Inc. Tue Apr 27 13:30:22 2021 Page 1 ID:?1YDfltmYJ1 NmupVDA3te2z4H2S-CYUJPVldmul5Sv7otJ56ZBLdLsuljgYLh[vMnozMVZ? L1 4 Q 6-4-1 9-0-0 15-4-15 22-5-11 30-10-5 37 11 2 44 4 0 1-4-0 6-41 2-7-15 6-4-15 7-0-13 8-4-9 7-0-13 6-4-14 5x6 = _ 3x4 = 5x6 — 6.00 12 'V^ \ 4 22 235 24 6 25 M 0 5x6 = 7 26 3x6 = 8 27 Scale = 1:78.1 3x4 11 16 15 14 13 12 11 10 3x6 = 3x6 = 5x6 WB= 3x4 = 3x4 = 4x6 = 4x4 = 6x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.58 13-14 >912 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.74 Vert(CT) -0.74 13-14 >715 180 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.20 10 n/a file BCDL 10.0 Code FBC2020ITP12014 Matfix-AS Weight: 229lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-16, 8-10 OTHERS 2x4 SP No.3 REACTIONS. (size) 10=0-3-8, 2=0-8-0 Max Horz 2=343(LC 12) Max Uplift 10=-934(LC 12), 2=1023(LC 12) Max Grav 10=1634(LC 1), 2=1708(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3146/1886, 3-4=-2955/1804, 4-5=-2639/1665, 5-6=3823/2296, 6-7=-3768/2191, 7-8=-2542/1453 BOT CHORD 2-16=1883/2770, 14-16=-2274/3626, 13-14=-2440/3997, 11-13=-2033/3380, 10-11=-1190/1959 WEBS 3-16=302/352, 4-16=-583/1093, 5-16=-1284/753, 5-14=136/443, 6-14=-299/318, 6-13=339/369,7-13=233/573,7-11=-1194/837,8-11=-550/1186,8-10=-2379/1455 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=7ft; 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(2R) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 44-2-4 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 Qt=lb) 10=934, 2=1023. 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. 881182: 53 'S T . OF0. R1pP ` �\X % 'l . ; Joaquin Velez PE No:68182 MITek USA; Inc: FL Celt 6634 ,6904:Parke East Blvd. Tampa FL 33610. Date:: April 28,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 ANS117F11 Quality Criteria, DSB-89 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 Job Truss Truss Type Qty Ply LOT 26/PH3 WATERSTONE T23735368 2753928 A17 Half Hip Girder 1 Job Reference o tional t3umers rlrst5ource (rlant uny, t-L), rlant Gny, FL - JSObr, o.9JV b rapt cu [uc I MI I — I[1—u—, II W 1.n r.pl — I rcyc I ID:?1 YDfltmYJ 1 NmupVDA3te2z4H2S-ZVHCS DMmbQwNYg?mgshHGE2Xwtit01j4rad7S?zMVYw r1-4-q 9-11-0 15-2-0 I 20-5-0 25-8-0 30-11-0 W 2-0 41-5-0 44-4-0 1 4-0 7-0-0 2-11-0 5_,. 0 5 3 0 5-3-0 5 3-0 5-3-0 5-3 0 2-11-0 Scale = 1:78A 6x8 = 7x8 = 7x8 = 2x4 II 6,00 F12 3 22 4 23 24 5 25 26 6 27 28 29 730 31 32 8 33 34 35 9 36 37 10 38 1139 19 40 41 18 42 43 4417 45 46 16 47 48 1549 50 14 51 52 53 13 54 55 12 ST1.5x8 STP = 7x8 = 7x8 = 6x8 = 4x6 = I 1 12-6-8 17-9-8 23-0-8 28-3.8 33-6-8 38-8 I 4 9-4-0-8 441Q-0 7-0-0 5-6 8 5-3-0 5-3-0 5-3-0 5-3-0 5-3-0 5-3-0 0- -8 Plate Offsets (X,Y)-- 13:0-4-0,0-1-151, [6:0-4-0,0-4-8), [9:0-4-0,0-4-81, [12:Edge,0-4-4), [15:0-4-0,0-4-81, [18:0-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.57 16-17 >931 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.65 16-17 >817 180 BCLL 0.0 Rep Stress Incr NO WE 0.60 Horz(CT) 0.12 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 591lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc purlins, 1-3: 2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 8-8-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 12=0-3-8, 2=0-8-0 Max Horz 2=276(LC 8) Max Uplift 12=-2052(LC 5), 2=1875(1_C 8) Max Grav 12=3307(LC 1), 2=3031(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6213/3681, 3-4=-5600/3430, 4-5=-8276/5042, 5-6=9762/5973, 6-7=-10094/6180, 7-8=-9288/5686,8-9=-7365/4499,9-10=4313/2612 BOT CHORD 2-19=3369/5491, 18-19=-4445/7165, 17-18=-5737/9234, 16-17=-6291/10127, 15-16=-6154/9899, 14-15=-5316/8538, 13-14=-3719/5950, 12-13=-1534/2392 WEBS 3-19=1344/2504, 4-19=-2552/1659, 4-18=-992/1853, 5-18=-1585/1136, 5-17=-453/887, 6-17=625/588, 7-16=81/387, 7-15=-987/758, 8-15=-610/1239, 8-14=-1916/1335, 9-14=1232/2227,9-13=-2788/1889,10-13=-1766/3139,10-12=-3744/2408 ���illlll// NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: v N V F� �t' ��,i. Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. `��� ,� ' G. E, iU S • Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. �z F•'• Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. NO, 68182 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) 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; 8=45ft; L=40ft; eave=7ft; Cat.'O , II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 S 0 F (u, 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. ;o . T(� �' �i�•�`. 0 'O 6) Provide adequate drainage to prevent water ponding. 7) All 4x4 MT20 otherwise indicated. R- � • N,�� �j SS�'� •' • • ` plates are unless • 8) This truss has been designed for a 10.0 psf bottom chord live load no ncon current with any other live loads. ' �` ��� �I��IQ N A` fill 9) 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. Joaquln Velei-PE No:68182, 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Mgek USA, Ioc: FL Celt 6634. 12=2052, 2=1875. 6909Tarke East-8[vd. Tampa FL 33610 Dafe' April 28,2021 ;ontinued on Daae 2 A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119l2020 BEFORE USE. ' Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job I Truss Truss Type Qty Ply LOT 26/PH3 2753928 A17 Half Hip Girder 1 T23735368 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:30:27 2021 Page 2 NOTES- ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-ZVHCSDMmbQwNYg?mgshHGE2Xwtit01j4rad7S?zMVYw 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 168 lb up at 7-0-0, 91 lb down and 168 lb up at 9-0-12, 91 lb down and 168 lb up at 11-0-12, 91 lb down and 168 lb up at 13-0-12, 91 lb down and 168 lb up at 15-0-12, 91 lb down and 168 Ito up at 17-0-12, 91 lb down and 168 lb up at 19-0-12, 91 lb down and 168 lb up at 21-0-12, 91 lb down and 168 lb up at 23-0-12, 91 lb down and 168 lb up at 25-0-12, 91 lb down and 168 lb up at 27-0-12, 91 Ito down and 168 lb up at 29-0-12, 91 lb down and 168 lb up at 31-0-12, 91 lb down and 168 lb up at 33-0-12, 91 lb down and 168 lb up at 35-0-12, 91 lb down and 168 lb up at 37-0-12, 91 lb down and 168 lb up at 39-0-12, 91 lb down and 168 lb up at 41-0-12, and 91 lb down and 168 lb up at 43-0-12, and 145 lb down and 152 lb up at 44-2-4 on top chord, and 323 lb down and 136 lb up at 7-0-0, 66 lb down at 9-0-12, 66 lb dawn at 11-0-12. 66 lb down at 13-0-12, 66 lb down at 15-0-12, 66 lb down at 17-0-12, 66 lb down at 19-0-12, 66 lb down at 21-0-12, 66 lb down at 23-0-12, 66 lb down at 25-0-12, 66 lb down at 27-0-12, 66 lb down at 29-0-12, 66 lb down at 31-0-12, 66 lb down at 33-0-12, 66 lb down at 35-0-12, 66 lb down at 37-0-12, 66 lb down at 39-0-12, 66 lb down at 41-0-12, and 66 lb down at 43-0-12, and 106 lb down at 44-2-4 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: 1-3=-54, 3-11 =-54, 2-12=-20 Concentrated Loads (lb) Vert: 3=-91(B) 11=-145(B) 12=-61(B) 19=-323(B) 5=-91(B) 16=41(B) 8=-91(B) 13=41(B) 22=91(B) 23=91(B) 24=-91(B) 25=-91(B) 26=-91(B) 27=-91(B) 28=-91(B) 30=91(B) 31=91(B) 32=-91(B) 34=-91(B) 35=-91(B) 36=-91(B) 37=91(B) 38=91(B) 39=-91(B) 40=-41(B) 41=41(B) 42=41(B) 43=41(B) 44=-41(B) 45=-41(B) 46=41(8) 47=41(8) 48=-41(B) 49=-41(8) 50=41(B) 51=-41(B) 52=41(B) 53=41(B) 54=-41(B) 55=41(B) ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 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 ANSIM11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T23735369 2753928 1301 Roof Special 1 1 �LOT26/PI­13WATERSTONE Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.43U s Apr 2U 2U21 MI I eK Inoustnes, Inc. 1 ue Apr r i 3:30:30 zun rage i ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-z4zK5EPeuLlyP7kKL_E_usg?64Z?bKuWXYrn2KzMVYt 1 4-0 6-6-8 7-10-7 10-3 6 15-OA 21-6-12 28-8-0 30-0-0 1-4-0 6-6 8 1-3-15 2-4-15 4-B-10 6-6-12 7-1 4 1-4-0 Scale = 1:53.1 5x6 = 3x4 = 3x4 = 6-6-8 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=308(LC 10) Max Uplift 2=-711(LC 12), 7=-711(LC 12) Max Grav 2=1307(LC 17). 7=1309(LC 18) 10-3-6 3x4 = 4x6 = 3x4 = 3x4 = CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TIC 0.82 Vert(LL) -0.30 9-11 >999 240 MT20 244/190 BC 0.99 Vert(CT) -0.51 9-11 >673 180 WB 0.89 Horz(CT) 0.07 7 n/a n/a Matrix -AS Weight: 140 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2147/1810, 3-4=-1940/1768, 4-5=-2019/1784, 5-6=-2022/1792, 6-7=-2102/1705 BOT CHORD 2-12=1408/2085, 11-12=-1614/2319, 9-11=-722/1340, 7-9=-1299/1814 WEBS 3-12=533/731, 5-9=-643/978, 4-12=-618/556, 4-11 =-697/852, 5-11 =-673/1002, 6-9=-443/652 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 6=45ft; L=40ft; eave=4ft; 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 6-6-8, Comer(3E) 6-6-8 to 7-10-7, Exterior(2N) 7-10-7 to 15-0-0, Corner(3R) 15-0-0 to 19-0-0, Exterior(2N) 19-0-0 to 30-0-0 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=711, 7=711. 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. v LN L E N No 68182 'O F W_ - , . K��, Joaquln Velez PE Nd,68182 M)TeKUSA;,Inc: FL Chit 8634 ,6900arke East Blvd. Tampa FL 33610 Dater April 28,2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511MO20 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 .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. Addhional temporary and permanent bracing MiT®k" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTF11 Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety lnfonnation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty �ATIM H3 WATERSTONE 2753928 g02 T23735370 SPECIAL 1 rence o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:30:32 2021 Panel M ij IU:fl TUntmyJINmupvDA3te2z4H2S-wT55Wv/QvQyYgeRujTPHSzHmJNuFQ3ESp?sKu7DzMVYr 5-10-7 10-35 15.0-0 21-6-12 28-8-0 30-0-0 1-4-0 4-6-8 1-3-15 4-4-14 4-8-11 6-6-12 7-1-4 1-40 Scale = 1:53.1 4x6 = 4x8 = 3x4 = 3x4 = 4x6 = 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.32 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.64 10-12 >642 180 BCLL 0.0 Rep Stress [nor YES WB 0.89 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 144lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-12 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Harz 2=-308(LC 10) Max Uplift 2=711(LC 12). 8=-711(LC 12) Max Grav 2=1306(LC 17), 8=1307(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2275/1906, 3-4=-2074/1826, 4-5=-2062/1732, 5-6=2131/1970, 6-7=-2021/1792, 7-8=-2100/1703 BOT CHORD 2-13=1540/2215, 12-13=-1886/2616, 10-12=-698/1330, 8-10=-1299/1817 WEBS 3-13=581/828, 4-13=-780/688, 4-12=-695/765, 5-12=329/496, 6-12=-905/1185, 6-10=669/985, 7-10=-448/679 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 4-6-8, Comer(3E) 4-6-6 ,�tJ1111l1I - Ij to 5-10-7, Exterior(2N) 5-10-7 to 15-0-0, Corner(3R) 15-0-0 to 19-0-0, Exterior(2N) 19-0-0 to 30-0-0 zone;C-C far members and ,�� . ��� PQu I N VFW �e forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / E. N S'• 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. NO 68182 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * •� *_ 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,� = will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=711,8=711. o 13' ST OF .•Z�. 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 .OT[� 0ii sheetrock be applied directly to the bottom chord. R .,�­SSo1N` Joaquin Velez PE No.68182 Wek:USA, Inc..FL Celt 6634. .6904; Parke East 81A Tampa FL 33610 Date: April 28,2021 ® WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 of trusses and truss systems, see ANSI/TP/1 Quality C iteria,.DSB-89 and BCSI Building Component Parke Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 East Blvd. Tampa, FL 36610 Job Truss Truss Type Qly Ply LOT 26/PH3 WATERSTONE T23735371 2753928 B03 Roof Special Girder 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:30:37 2021 Page 1 ID:ZzuNOAdEBoQdU2OWuKTi6czl Ulk-GQu_ZdU1 EVByICmhGzsdgLTFLv_XkVtY872foQzMVYm 1 4-0 2-6 8 3-1% 9-5-3 15-0-0 20-1-12 Ito 1-4-0 2-61 1-3-15 5-6-12 5-6-12 5-1-12 5-5-4 �q 0 4x4 = 3x4 = HTU262x4 II 5x8 = 3x8 = 3x4 = 3x6 II 3x4 = Scale = 1:49.8 Plate Offsets (X,Y)-- [2:0-0-4,Edge], [3:0-5-4,0-2-0], [12:0-2-4,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.18 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.23 12-13 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MS Weight: 147lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 2=0-8-0, 9=0-3-0 Max Harz 2=270(LC 7) Max Uplift 2=-850(LC 8), 9=-545(LC 8) Max Grav 2=1389(LC 1), 9=967(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2359/1271,3-4=-2673/1471,4-5=-1732/993,5-6=-1080/716, 6-7=-1073/720, 7-8=-1166/673,8-9=-916/570 BOT CHORD 2-14=1181/2097, 13-14=-1203/2136, 12-13=-1543/2743, 11-12=-830/1530, 10-11=-521 /992 WEBS 3-14=220/361, 3-13=-434/994, 4-13=-642/473, 4-12=1261/736, 5-12=-105/457, 5-11=784/555, 6-11=-384/644, 8-10=-504/982 Structural wood sheathing directly applied or 3-7-2 oc purlins, except end verticals. Rigid ceiling directly applied or 4-8-7 oc bracing. 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 at joint(s) except Qt=lb) 2=850, 9=545. 8) Use Simpson Strong -Tie HTU26 (10-1 Od Girder, 14-1 Odx1 1/2 Truss, Single Ply Girder) or equivalent at 1-9-4 from the left end to connect truss(es) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 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, 6-8=-54, 9-15=-20 G E'N No 68182 r S OF Lu.: i0�,'•; i�F O R.1.. Joaljuiri Velez PE N6.68182 MiTek USA',:Inc: FL 6ert - - 6904;hrke East:Bivd. Tampa FL 336,10' Ua1eY April 28,2021 CO ti ued on a e 2 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE. USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Type 26/PH3 WA 2753928 IB03 Builders LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 18=401(F) FL), Plant Roof Special Girder -33567, Job T23735371 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:30:37 2021 Page ID:ZzuNOAdEBoQdU2OWuKTi6czlUlk-GQLIZdU1EVBylCmhGzsdgLTFLv_XkVfYB72foQzMVYm A WARNING -Ver(ly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 6I79/2020 BEFORE USE. ��• Design valid for use only with MiTek®conneclors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members. only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. 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 26/PH3 WATERSTONE T23735372 2753928 B04 Common 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:30:39 2021 Page 1 ID:ZzuNOAdEBoQdU2OWuKTi6czl Ulk-DpOk_J Wlm6Rg_Ww3N Nv5lmYb?igDCSNrcRXmtJzMVYk 6-7-3 13-2-0 19-9-5 23-9-0 6-7-3 6-6-12 6-7-5 3-11-11 5x6 = Scale = 1:46.1 3x4 = 3x4 = 3x6 = 6x8 = 4x6 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 TCDL 7.0 Lumber DOL 1.25 BC 0.85 BCLL 0.0 Rep Stress Incr YES WB 0.62 BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 6=0-3-0 Max Harz 1=243(LC 11) Max Uplift 1=489(LC 12), 6=-496(LC 12) Max Grav 1=1037(LC 17), 6=1001(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1632/1048, 2-3=-1491/1044, 3-4=-1183/867 BOT CHORD 1-9=-921/1571, 7-9=-460/914, 6-7=-607/935 WEBS 2-9=-389/494, 3-9=383/832, 3-7=-107/383, 4-6=-1241/823 23-9-0 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.28 7-9 >999 240 MT20 2441190 Vert(CT) -0.44 7-9 >645 180 Horz(CT) 0.04 6 n/a n/a Weight: 121 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. 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 13-2-0, Exterior(21R) 13-2-0 to 17-2-0, Interior(1) 17-2-0 to 23-7-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 1=489, 6=496. 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. `�.• PpIU I N VF< •,,� No 68182 00 :9 S �. Joaquin Velez RE No:88182 Mfrek USA,;Inc: FL C,i r1.6634. 6904:Parke East Blvo. Tampa FL 33610 Dat& April 28,2021 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 ANSUTPii Duality Criteria, DSB-e9 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 2753928 Truss Truss Type B05 Roof Special LOT 26/PH3 T23735373 M d ' I I I I Job Reference (optional) rstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:30:41 2021 Page 1 ID:ZzuNOAdEBoQdU2OWuKTi6czl Ulk-9C7UO?XYljhODp4SVoxZgBdxKWNNgLg8310sxBzMVYi -1-4-0 5-5-12 8-6-8 9-10-7 14-3-15 15-8-0 22-1-1 28-8-0 30-0-0 1 4-0 5-5 12 3-0-12 1-3-15 4-5� 1-4-1 6-5-1 6-6-15 1 4-0 46 = 4x6 = Scale = 1:53.5 3x4 - 3x4 =2x4 II 3x4 = 3x4 = 3x4 = 2x4 II 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 0.57 BC 0.74 WB 0.69 Matrix -AS DEFL. in (loc) I/defl L/d Vert(LL) 0.21 13-15 >999 240 Vert(CT) -0.25 16-19 >999 180 Horz(CT) 0.07 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 155lb 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, 9=0-8-0 Max Horz 2=295(1_C 10) Max Uplift 2=711(LC 12), 9=-711(LC 12) Max Grav 2=1133(LC 1), 9=1133(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1935/1449, 3-4=-1738/1329, 4-5=-1538/1269, 5-6=1331/1094, 6-7=-1170/1080, 7-8=-1385/1110,8-9=1941/1310 BOT CHORD 2-16=1185/1754, 15-16=-945/1552, 13-15=-953/1558, 12-13=-568/1170, 11-12=-985/1677, 9-11=-983/1681 WEBS 3-16=284/323, 4-16=-334/544, 5-15=-261/252, 5-13=606/537, 6-13=-342/433, 7-12=227/381, 8-12=-681/523, 8-11=0/276 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 8-6-8, Exterior(2E) 8-6-8 to 9-10-7, Interior(1) 9-10-7 to 14-3-15, Exterior(2E) 14-3-15 to 15-8-0, Exterior(2R) 15-8-0 to 19-8-0, Interior(1) 19-8-0 to 30-0-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=711,9=711. 8) 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. %��IN No 68182 April 28,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. .511912020 BEFORE. USE. ' Design valid for use only with MiTek9 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSI/TP/1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 26/PH3 WATERSTONE T23735374 2753928 B06 Roof Special 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:30:42 2021 Page 1 ID:2iuNOAdEBoQdU2OWuKTi6czl Ulk-dOhscLYA31 pFrzfe2WSoN OA7ewm2PtgH IPIQUezMVYh 12-3-15 -14-0 64-12 10-6-8 11-11-7 77-8-0 22-34 28-8-0 30-0-0 14-0 6-4-12 4-1-12 1-3-15 -5- "I_, 4-7-4 6-4.11. 14-0 3x4 = 2x4 11 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-254(LC 10) Max Uplift 2=-711(LC 12), 9=-711(LC 12) Max Grav 2=1133(LC 1).9=1133(LC 1) Scale = 1:53.1 4x6 = 4x8 = 3x4 = 4x8 = 4 7a F 6 24 25 7 3x4 = 5x8 = 3x4 = 2x4 11 3x4 = 12-3-15 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.47 Vert(LL) 0.13 13 >999 240 MT20 244/190 BC 0.52 Vert(CT) -0.18 12-13 >999 180 WB 0.33 Horz(CT) 0.07 9 n/a n/a Matrix -AS Weight: 160 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-193811362, 3.4=-1538/1212, 4-5=-1364/1168, 5-6=1268/1088, 6-7=136211185, 7-8=-1514/1197, 8-9=1938/1365 BOT CHORD 2-15=1061/1714, 14-15=-106111714, 13-14=-732/1328, 12-13=-727/1305, 11-1 2=-1 073/1677, 9-11=-1073/1677 WEBS 3-14=-510/418, 4-14=-217/330, 7-12=-177/387, 8-12=529/425 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 10-6-8, Exterior(2E) 10-6-8 to 11-10-7, Interior(1) 11-10-7 to 12-3-15, Exterior(2R) 12-3-15 to 16-3-15, Interior(1) 16-3-15 to 17-8-0, Exterior(2R) 17-8-0 to 21-8-0, Interior(1) 21-8-0 to 30-0-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=711, 9=711. 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. ��� Pp�U I N ��•> �Y i N;o 6'81' 82 .6 r �.• S iO F �tf �' •:� O 1 iF R ��1./11:1111� Joaquin Velez PE-N6.68182 MITek'USA, lnc;.FL,hart 6634. 6904:Parke Fast,Blvd. Tampa FL 33610 f7afe: April 28,2021 ®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 M ITek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, 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 26/PH3 WATERSTONE 2753928 B07 Hip 1 1 T23735375' Job Reference o tional �o tr,a r ry, rL/, rianr airy, rL - aaam, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:30:44 2021 Page 1 ID:ZzuNOAdEBoQdU2OWuKTi6czl Ulk-Znpol 1 ZRbe3z4Hpl AxUGSpFUdjP3tn7aljEXYWzMVYf 14-0 6-3-3 9-0-0 14-4-0 19-8-0 22-4-12 26-8-0 30-0-0 1-4-0 6-3-3 2-8-13 5-4-0 5-4-0 2-8-13 6 3-3 Scale = 1:52.1 44 = 3x8 = 4x4 = 4 22 523 24 25 6 4x4 = 3x8 = 3x4 = 2x4 II 3x8 = 4x4 = 19-M LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.16 13-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.34 13-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 143 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=213(LC 10) Max Uplift 2=-711(LC 12), 8=-711(LC 12) Max Grav 2=1133(LC 1), 8=1133(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1884/1261,3-4=-1680/1163, 4-5=-1474/1081, 5-6=-1474/1082,6-7=-1680/1163, 7-8=-1884/1261 BOT CHORD 2-13=947/1654, 11-13=902/1690, 10-11=902/1690, 8-10=-979/1648 WEBS 3-13=332/372, 4-13=-342/568, 5-13=-376/251, 5-10=376/252, 6-10=-342/568, 7-10=333/372 Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2R) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 19-8-0, Exterior(2R) 19-8-0 to 25-3-14, Interior(1) 25-3-14 to 30-0.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=711, 8=711. 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. IN VFW i NQ 68182 9•' ST OF00 •�tt y. T JoagliimYelez PE Nti.63182 MiTek 11SA, asiOC.FL Geri 8634 6PafkFt Tampa FL 33610 904:e Blvd, Date':' April 28,2021 A WARNING -Ved(y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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•99 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 26/PH3 WATERSTONE T23735376 2753928 B08 HIP GIRDER 1 e� L Job Reference top[ional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:30:45 2021 Page 1 ID:7suNOAdEBoQdU2OWuKTi6czl Ulk-lzN?ENa3MyBgiRNDke?V?lofs7opcGzk_N_44zzMVYe 14-0 7-0-0 11-11-4 16-8-12 21-8-0 28-8-0 30-0-0 1-4-0 7-0-0 4-11-4 4-9-8 4-1T� 7-0-0 1 4-0 Scale=1:52.1 48 = Special 2x4 II 3x8 = NAILED 4x4 = 3 18 4 5 19 20 6 ST1.5x8 STP = 2x4 11 4x6 = 2x4 11 HTU26 3x4 = ST1.5x8 STP = 3x4 = 11-11-4 3x8 = 16-8-12 HTU26 Special 3x4 = LOADING (psf) TOLL 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 lncr NO Code FBC2020/TP12014 CSI. TC 0.40 BC 0.52 WB 0.23 Matrix -MS DEFL. in Vert(LL) 0.16 Vert(CT) -0.18 Horz(CT) 0.05 (loc) I/deft L/d 9-10 >999 240 9-10 >999 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 319lb 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 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=172(LC 24) Max Uplift 2=944(LC 8), 7=1270(LC 8) Max Grav 2=1454(LC 1). 7=1903(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2664/1589, 3-4=-3211/2070, 4-5=-3211/2070, 5-6=3284/2187, 6-7=-3698/2335 BOT CHORD 2-13=1218/2313, 12-13=-1219/2323, 10-12=-2180/3743, 9-10=-2180/3743, 7-9=-1886/3238 WEBS 3-13=18/319, 3-12=-755/1190, 4-12=-262/288, 5-12=702/654, 5-10=-154/404, 5-9=-700/362, 6-9=469/1105 NOTES- 1) 2-ply truss to be connected together with 1 Old (0.131 "x3") nails as follows Top chords connected as follows: 2x4 - 1 row at 0-9-0 Do. Bottom follows: 2x6 2 staggered at 0-9-0 Go. chords connected as - rows Webs connected as follows: 2x4 - 1 raw at 0-9-0 Do. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to C E N 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. No. 6.8182 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. * :* II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific _:•. = to the use of this truss component. Los 6) Provide adequate drainage to prevent water ponding. �' ST' OF 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' . 8) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wideTed �i '�� R' � will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except at=lb) ro�vidde44, t3. i •' G> 4� ��. S - .. ` �% m 70. N 10) Use Simpson Strong -Tie HTU26 (20-10d Girder, 11-10dxl 1/2 Truss, Single Ply Girder) or equivalent spaced at G-10-3 oc max. starting at 18-8-12 from the left end to 19-6-15 to connect truss(es) to back face of bottom chord. JOaquln Velez PE .68182 11) Fill all nail holes where hanger is in contact with lumber. MiTek USA,Jn§t.FL Cert H159, 12) "NAILED" indicates 3-1 Old (0.148"x3") or 3-12d (0.148"x3.25') toe -nails per NDS guidlines. 6964:Par6 East Blvd. Tampa .FL 3361.0 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 215 lb down and 401 lb up at b wt, 21-8-0 on top chord, and 360 lb down and 188 lb up at 21-6-15 on bottom chord. The design/selection of such connection April 28,2021 Co f tl a h@res on itv of others. A 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 T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mew 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 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Ply I LOT 2753928 IB08 I HIP GIRDER Builders FirstSource (Plant City, FL), Plant LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 6-8=-54, 2-7=-20 Concentrated Loads (lb) Vert: 6=-165(B) 9=-360(B) 20=-117(B) 21=-390(B) 22=-59(B) 1 Jab Reference (optional) T23735376 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:30:45 2021 Page 2 ID:ZzuNOAdE BOQdU2OWuKTIBczl Ulk-1 zN?ENa3MyBgiRNDke?V?l ofs7opcGzk_N_44zzMVYe ® WARNING - Vedty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection,and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 26/PH3 WATERSTONE T23735377 2753928 C1 Jack -Open 11 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, -1-4-0 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:30:47 2021 Page 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz- MVlf2cJuZRYykXcr32z4StOfxbg4D?ORhTBgrzMVYc 0-11-4 Scale = 1:7.6 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 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 n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-3(LC 1), 2=-226(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; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; 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 for truss to truss connections. ,fir,►11I1111���, girder(s) 6) Provide mechanical connection (by others) of truss to bearing capable of withstanding 100 lb uplift at joint(s) 3, 4 except at=lb) `%* plate 2=226. `OP.Q; ,`' No 681'82 .. ST. 0F4U,� �. ,� � P OR1 O ,. N. Joaquin,Velez PE No,6$182 MiTek-USA„ Inc:.FL G6rt 66A 6904:Pa�ke East Blvd, Tampa FL 33610 Date: April 28,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1VIII-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 ANSUTPIf 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 2753928 C1A JACK -OPEN 1 1 �LOT261PI­13WATERSTONE T23735378 r5 Job Reference (optional) ­y, rr. - aaoo r, 8.430 s Apr 20 2021 MiTek Industries, Inc. 'Tue Apr 27 13:30:48 2021 Page 1 ID:lwO21 XC_HmZ6QV2eJF3B G5zTVtg-SY28sOdxetZPZu6oPmZCcfQFFKxOpgFAgLCkhHzMVYb 0-11-4 0-11-4 Scale = 1:6.9 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 6 >999 180 BCLL 0.0 Rep Stress ]nor YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 3 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) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Harz 1=29(LC 12) Max Uplift 1=-11(LC 12), 2=-20(LC 12), 3=8(LC 12) Max Grav 1=35(LC 17), 2=22(LC 17). 3=17(LC 17) FORCES. (lb) -Max. Camp./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=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 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 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. 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 III uplift at joint(s) 1, 2, 3. 6 ' 1' 8a. 'O S OFF/ 'c. _ Q, 10 Joaquin Velez PE: 6. 8182 MiTek USA,;Inc. FL'6rt 6634. ,6969:Parke WOW, TampaFL 33610' Dater April 28,2021 ® WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020BEFORE USE. OFDesign valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building•designer must verify the applicability of design parameters and. properly Incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IVIiTeKa 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 ANSYTF11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 26/PH3 WATERSTONE T23735379 2753928 C1P JACK -OPEN 4 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:30:51 2021 Page 1 ID:71 YDfltmYJ 1 NmupVDA3te2z4H2S-s7kGVQfgxoyzQMrN4v6vEI2hfYz001_cMJROlczMVYY -1-4-0 0-11-4 1-4-0 0-114 Scale = 1:7.6 0-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code 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 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(LC 9), 2=-246(LC 12), 4=-23(LC 17) Max Grav 3=17(LC 12), 2=158(LC 1), 4=37(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 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=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 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. ,r,� v 11 l� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Gt=lb) �.* 0 V�� 2=246..`- N;o, ,6,81.82 aft S. C O 1 .i. ""6 '/O N Ak- Joaquin Velei PE'No:68182 MiTelkUSA, Ipo: FL Lett 6634. ,6900ark0i East Blvd. Tampa FL WW610' Dafe:: April 28,2021 ®WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/1912020 BEFORE USE, Design valid for use only with MiTek® connectors. This design is based only upon 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 MF building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6964 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Qty Ply 2753928 7criuv Jack -Open 2 1 �IOT2611`1­13WATERSTONE T23735360 Job Reference o tional t ,a y, �1, riei a i Ijy, r l - 0000f, a.430 s Apr 20 2021 MiTek industries, Inc. Tue Apr 27 13:30:54 2021 Page l ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-GiQP7RhiEjKYHpZyl1 gcswgDul_KDNk22Hf2vxzMVYV -1-4-0 0-11 � 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 7 >999 240 MT20 244/190 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 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 6-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-4(LC 9), 2=-210(LC 12), 4=-14(LC 1) Max Grav 3=17(LC 12), 2=158(LC 1). 4=41(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; 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/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=210. IN N:o 68182 S OF 4U O <v OR r Q P, N_ � Blvd. Tampa FL W10 April 28,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 6/19/2020 6EFORE. 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 buss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual tnlss web,and/or chord members only. Additional temporary andpennanent 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 buss systems, see ANS11TP1l 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 Oty Ply LOT 26/PH3 WATERSTONE T23735361 2753928 C3 Jack -Open 9 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:30:56 2021 Page 1 ID:zmbLkv5ELlDtgyehSMnN D7z4_Wx-D4X9Y7jymKaGX7jKtSi4xLIZOZdyhHDLWbB9zgzMVYT 1-4-0 2-11.4 1-4-, . 2-11-4 Scale=1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.02 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 FBC2020ITP12014 Matrix -MP Weight: 12 lb FT=20°/ LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. , REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-73(LC 12), 2=-245(LC 12), 4=-45(LC 9) Max Grav 3=62(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (ib) -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=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(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 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=245. ��Illlll��y� A% PQU I N %, 0E.NS'F. .�. i Nq:68182 :9� S OF Tampa FL 336,10 April 28,2021 -- ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1.9/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Qty Ply LOT 26/PH3 WATERSTONE 2753928 TCr3uA Jack -Open 1 1 T23735382 -_ Job Reference (optional) ounce lr am ty, ru), ri—I Gtiy, FL 2x4 = 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:30:57 2021 Page 1 ID:71 YDfltmYJ1 Nm upVDA3te2z4H2S-hH5XITkaXei78H IXR9DJUZIm LzzkQkTVIFuj WGzMVYS 2-11-4 2-11-4 Scale: 1 "=1' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.01 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=89(LC 12) Max Uplift 1=-36(LC 12), 2=-77(LC 12), 3=-6(LC 12) Max Grav 1=108(LC 17), 2=78(LC 17), 3=51(LC 3) FORCES. (lb) -Max. 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=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 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. `���►I l l l f)�� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 1, 2, 3. ,,iN ��• J �,.�`,ENSF,� r�r. No., ;681.82 ST VOF r�Cl Blvd. Tampa FL 33610 April 28,2021 ®WARNING - Ved(y 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 MiTeke 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 for MiTek• always required stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 26/PH3 WATERSTONE T23735383 2753928 C3C JACK -OPEN 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:30:58 2021 Page 1 + ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-9TfwzpkDlyq_mRlj_tkYOmggzMAx98yezvdG2izMVYR 1 4 0 2-11-4 1-4-0 2-114 Scale=1:12.7 I0 N N 2-0-0 0-114 Plate Offsets (X,Y)-- [2:Edge,0-0-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) 0.00 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.07 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 6=0-3-8 Max Horz 6=152(LC 12) Max Uplift 4=-115(LC 1), 5=-150(LC 1), 6=-667(LC 12) Max Grav 4=146(LC 12), 5=208(LC 12), 6=549(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 2-6=-109/303 WEBS 3-6=-278/810 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=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterjor(2E) zone; cantilever 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. ,��� V N 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 XVP.Q F� !�. will fit between the bottom chord and any other members. EN !i 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=lb) . NO 4=115, 5=150, 6=667. ,68182. S OF Tampa FL 336,10 April 28,2021 ® 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 p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 1.— I t Fuss type Qty Ply I LOT 26/PH3 WATERSTONE T23735384 C3P JACK -OPEN 3 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:30:59 2021 Page 1 ID:?1 YDfItmYJ1 Nm upVDA3te2z4H2S-dfD IA9lr3FyrOaSvYaGnZ_N3emeRuezoCZNpa9zMVYQ 1-4-0 0 2-11-4 1-4-2-11-4 Scale = 1:12.7 2-11 4 2-11-4 Plate Offsets (X,Y)-- [2:0-0-8 Edge] LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. TC 0.32 DEFL. in (loc) Vdefl Lid Vert(LL) 0.02 4-7 >999 240 PLATES GRIP MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 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 FBC2020/TP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Harz 2=152(LC 12) Max Uplift 3=-73(LC 12), 2=-245(LC 12), 4=-45(LC 9) Max Gram 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; 6=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 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 100 lb uplift at joints) 3, 4 except (jt=lb) PQu N V F� 2=245. ♦♦� ♦ Q .. I�. No 681.82 r 09 SW OF LCI �iF CORD, � ON. Tampa FL 33610 April 28,2021 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 guitlance regarding the fabrication, storage, delivery, erection and bracing of trusses and Vuss systems, see ANSI/TP11 Quality Criteria, DSB-99 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 26/PH3 WATERSTONE T23735385 2753928 C3V Jack -Open 2 1 Job Reference c tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:31:00 2021 Page 1 • ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-5sngOVmTgZ4i?kl66InO6BwFNAOSd5DxRC6N6bzMVYP -1-4-0 2-11-4 1-4-0 2-11-4 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-67(LC 12), 2=-174(LC 12) Max Grav 3=72(LC 17), 2=195(LC 1). 4=49(LC 3) Scale = 1:12.7 I6 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.26 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 BC 0.13 Vert(CT) -0.01 4-7 >999 180 WB 0.00 Horz(CT) 0.00 3 n/a n/a Matrix -MP Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; 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/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Gt=lb) 2=174. �,Y�OPQ11�N Np_ 6$1'82.00 O S T O F F o N AN,, Joaquin V61ez PE No:66182 M7ek USA, Inc:A 6 t 6634. .6904;Patke'East Blvd. Tampa FL 3361,0 batik April 28,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1,912020 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 buss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSYTP11-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 buss Truss Type Oty Ply LOT 26/PH3 WATERSTONE T23735386 CS Jack -Open 9 1 Job Reference o tional (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:31:01 2021 Page 1 ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-Z2L2bm5btCZduclg?IFePSMOaGTMYT4fsswf1 zMVYO 1 4 0 4-11.4 Scale=1:17.6 3x4 = 4-11 4 Plate Offsets (X,Y)-- [2:0-1-4 0-0-2] 4-11-4 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Verl(LL) 0.07 4-7 >897 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Verl(CT) -0.06 4-7 >913 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=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=7ft; 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-b 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) I N Vk-1�f Provide mechanical connection.(by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) �% P.Qu 3=128, 2=196. 7) This truss design % requires that a minimum of 7l16" structural woad sheathing be applied directly to the top chord and 1/2" gypsum .` \, - F • 40�� sheetrock be applied directly to the bottom chord. ,� 66.1 2 •� 0 $ O F8/0 iF :.OR.1 Taiopa FL M10 April 28,2021 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II-7473 rev. 5/192020 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 ANSUTP/i Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply WATERSTONE T23735387 2753928 C5A Jack -Open 1 1 �IOT261PHZI Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:31:02 2021 Page 1 • ID:?1YDfltmYJ1 NmupVDA3te2z4H2S-1 EvQpBnjLAKPF2BUDjpUBc?WY_bN5?iEuWbUBUzMVYN 4-11-4 4-11-4 3x4 = 4-11-4 4-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.08 3-6 >749 240 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.06 3-6 >958 180 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 -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=151(LC 12) Max Uplift 1=-63(LC 12), 2=-138(LC 12), 3=-3(LC 12) Max Grav 1=184(LC 17), 2=137(LC 17), 3=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:16.9 PLATES GRIP MT20 244/190 Weight: 16 lb 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=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-0-0 to 4-0-0, Exterior(2R) 4-0-0 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 3-64tall 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) 1, 3 except (jt=1b) 2=138. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. PQuw vF� J. i. No ,6$182 r• ,S OF ";0; sil0 N A.1L _00-'� Blvd. Tampa FL 33610 April 28,2021 ® 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 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Trus 2753928 C5V Builders FirstSource (Plant City, F Truss Jack -Open LOT 26/PH3 T23735388 Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:31:07 2021 Page 1 ID:zmbLkv5ELlDtgyehSMnN D7z4_Wx-OCiJsursAjziLp3SOGPfugiME?JCm Gyz2oJEshzMVYI -1 NO 4-11-4 1-4-0 4-11-4 6X4 Scale=1:17.6 IS LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 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 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=-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=7ft; 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 atjoint(s) 2 considers parallel to grain value using ANSVrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 3=133,2=188. 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. AtO l l 1111 hl IN 00 N;o 68182 S T OF .40.,E10 N . Blvd. Tampa,FL MO.0 April 28,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19I2020 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 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP/I Quality. Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety /nfomration available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT26/PH3WATERSTONE T23735389 2753928 ESP JACK -OPEN 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-4-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 TCDL 7.0 Lumber DOL 1.25 BC 0.86 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=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. 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr27 13:31:09 2021 Page 1 ID:oQYcScV2rRC1 CVIriBVdCAz3w34-Kag4Hat6iKDQa7DgBhR7z5oe5ov5EARGV6oLxazMVYG 5-0-0 Scale = 1:17.8 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.19 4-7 >309 240 MT20 2441190 Vert(CT) 0.17 4-7 >340 180 Horz(CT) -0.01 3 n/a n/a Weight: 18 lb 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=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 4-11-4 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 1&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) 4 except Qt=lb) 3=147, 2=302. 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. *,��OPQUIN VFW �. i No 681':82oo .o 9� OF �. .O R, t .1 J#�� �0 N A� E ON Joaquln_Velez PE N15.66182 MiTek USA, lile-FL't',ert:61334. 69114;Parks East Blvd. Tampa FL 33610 Date: April 28,2021 ®WARNING - Very 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 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 Qty Ply LOT 26/PH3 WATERSTONE 2753928 E7 JACK -OPEN 41 1 T23735390 �'Id F' Job Reference o tional u ers IratSource (Plant Clty, FL), I Plant City, FL - 33567, 8.430.s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:31:10 2021 Page 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-onNSUwukTeLHCHo1 hOyM WIKoPCFNzchPkmXvTOzM W F -1-4 0 7-0-0 1-4-0 7-0-0 4%4 — 7-0-0 Scale = 1:23.1 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 0.93 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 >390 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 24lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural woad sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=195(1_C 12), 2=-217(LC 12) Max Grav 3=198(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(l) 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 26.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 at=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. ppiUIN V Are No 6$1;82 , ik *. STO . F •r1r O! �Z. Blvq Tampa _FL 3361 Q April 28,2021 ® WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek®. connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members.only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and.truss systems,. see ANSUTFIl Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke Fast 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 261PH3 WATERSTONE T23735391 2753928 E7V Jack -Open 4 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, -1-4-0 4X4 LOADING (psf) 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/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=-200(LC 12), 2=-210(LC 12) Max Grav 3=200(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.430 s Apr20 2021 MiTek Industries, Inc. Tue Apr 27 13:31:12 2021 Page 1 ID:YARgCUhM7owkVEMpP NjefGzAwvz-19VCvbv??Fb?RayPpp_gbjQ78OvARWBiB40?XuzMVYD Scale = 1:22.9 DEFL. in (loc) I/deft Lid 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=7ft; 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) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 3=200,2=210. 8) 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. ��YIIIIIC/�� ,%��OPpIIIN VF�F,�� `�° , . G E N S � .ice•. N:o, 6;81! 82 �.. S OF 14J• �0i 04 .Joaquin Velez PE Nd.68182 Welk USA, Inc::fL Eft 6634. ,69114:11par14 Bkblvd. TatnpaFL 33610 Date: April 28,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/1.92020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall t►iTek� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing " is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the q fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TFI1 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 26/PH3 WATERSTONE 2753928 G01 Hip Girder 1 1 T23735392 o Job Reference (optional) RI GrS , 1.3— ,— t d„r 11ry, ­1, rldnr Duy, rL - acoor, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:31:16 2021 Page 1 ID:?1 YDfitmYJ 1 NmupVDA3te2z4H2S-dxljlzyV2U5QwCFA2f3m IZapjdlgNHK16i?DggzMVy9 -1-4-0 7-0-0 11-8-0 18-8-0 1-4-0 7-0-0 4-8-0 7-0-0 Scale = 1:32.7 4x8 = 4x6 = 15 16 17 Io. 4x4 = 2x4 11 3x4 = 3x4 = 44 = 7-0-0 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/TP12014 LUMBER - TOP CHORD 2x4 SP No.1 *Except* 3-4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 5=Mechanical, 2=0-8-0 Max Horz 2=166(LC 7) Max Uplift 5=-853(LC 8), 2=-959(LC 8) Max Grav 5=1371(LC 1), 2=1436(LC 1) CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 1.00 Vert(LL) 0.18 6-11 >999 240 MT20 244/190 BC 0.85 Vert(CT) -0.19 6-11 >999 180 WB 0.25 Horz(CT) 0.06 5 n/a n/a Matrix -MS Weight: 78 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-9-5 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2566/1577, 3-4=-2280/1549, 4-5=-2599/1628 BOT CHORD 2-8=-1280/2227, 6-8=-1283/2249, 5-6=-1328/2258 WEBS 3-8=-91/646, 4-6=-69/640 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=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=853, 2=959. 9) Hanger(s)or other connection device(s) shall be provided sufficient to support concentrated load(s) 183 lb down and 219 lb up at 7-0-0. 186 lb down and 210 lb up at 9-0-12, and 186 lb down and 210'Ib up at 9-7-4, and 215 lb down and 401 lb up at 11-8-0 on top chord, and 360 lb down and 188 lb up at 7-0-0, 81 lb down at 9-0-12, and 81 lb down at 9-7-4, and 360lb down and 188 lb up at 11-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 9-12=-20 Continued on oaae 2 UIN FVF�F�e N;O. 6.8:I s O • S OF �<v S C 0 R•1 ON- Joaquiri;Velez PE Nd:68162 MiTek USA, Inc. FL Ceti 6634. 6904 Parke East Blvd; Tam pa,FL 33610 Date: Anril 9R'7ft71 WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ��• Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall 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 ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke East Blvd. D 20601 Tampa, Parke 36610 East Job Truss Truss Type City Ply LOT 261PH3 WATERSTONE T23735392 2753928 G01 Hip Girder 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:31:16 2021 Page 2 ID:?1YDfltmYJ1 NmupVDA3te2z4H2S-dxljlzyV2U5QwCFA2f3mlZapjdlgNHKl6i?DggzMVY9 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-117(B) 4=-165(B) 8=-360(B) 6=360(B) 15=-117(B) 16=-117(B) 16=59(B) 19=59(B) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 ANS11TF11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infomtatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss yeQty Ply LOT 26/PH3WATERSTONET2373532753928 FD,.go..,IPHp H1 iGirder 1 1 Job Reference o tional irstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:31:17 2021 Page 1 ID:?l YDfltmYJ 1 NmupVDA3te2z4H2S-57J5yJz7pnD HYMgNcMa?ln7981 gi6nQRLMkmD6zM VY8 -1-10-10 2-4-4 1-10-10 2-4-4 Scale = 1:9.4 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.01 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 nla n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 10lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=113(LC 8) Max Uplift 2=-239(LC 8) Max Grav 3=32(LC 8), 2=228(LC 1), 4=49(LC 8) 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=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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=lb) 2=239. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51lb down and 9 lb up at 1-5-12, and 51 lb down and 9 lb up at 1-5-12 on top chord, and 11 lb up at 1-5-12, and 11 lb up at 1-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Nb 68182 ST OF : �/` �.� 41'� /111;1;1.1 �. Joaqul6'.*1 lez PE N61681,82 Mfrek USA„ Inc: FL Cert 66A, 6904:Padie East�Blvd. Tampa FL 336,10' 0afe April 28,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2026 BEFORE USE. -- Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 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 26/PH3 WATERSTONE T23735394 2753928 H5P DIAGONAL HIP GIRDER 2 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-10-10 4-2-5 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:31:18 2021 Page 1 ID:oQYcScV2rRC1CVIri8VdCAz3w34-ZJsT9f Ia5L8AVPZ945Eq_fJbQ4XrDDaaOUKIYzMVY7 3x4 = Scale = 1:17.6 6-11-6 7-p-14 6-11-6 0-1-8 Plate Offsets (X,Y)-- [2:0-0-10,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.12 6-9 >723 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) 0.12 6-9 >667 180 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 29lb 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. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-5-11, 6=Mechanical Max Horz 2=216(LC 8) Max Uplift 4=-49(LC 8), 2=-448(LC 8), 6=-240(LC 8) Max Grant 4=79(LC 13), 2=323(LC 1). 6=118(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 2-6=-276/167 WEBS 3-6=-191/316 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=4ft; Cat. II; 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) na 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 2=448, 6=240. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 60 lb up at 1-5-12, 3 lb down and 60 lb up at 1-5-12, and 5 lb down and 84 lb up at 4-3-11, and 34 lb down and 135 lb up at 4-3-11 on top chord, and 11 lb up at 1-5-12, 11 lb up at 1-5-12, and 5 lb down and 4lb up at 4-3-11, and 94 lb up at 4-3-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 3=60(B) 12=69(F=-5, B=74) 1�/IIIILII�� ,X% PptUIN VFW��i�i `� �GENSFF N o 0181 t r April 28,2021 ®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 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 ANSI17'P/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 Qty Ply LOT 26/PH3 WATERSTONET23735395 EDrussoTNype 2753928 H7 AL HIP GIRDER 5 1 Job Reference (optional) t ,a. .y, t3.43U s Apr 20 2021 MiTek Industries,, Inc. Tue Apr 27 13:31:19 2021 Page 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-2WQsN??OLOT?nf IjndTNCCShgPgacNkogDtH_zMVY6 -1-10-10 5-2-5 9-10-13 1-10-10 5-2-5 4-8-8 Scale = 1:22.7 3x4 = 5-2-5 9-10-1 9-1 13 5-2-5 4 7 12 0 12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.04 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.07 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 43lb 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 7-11-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-11-5, 5=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=-147(LC 8), 2=-349(LC 8), 5=-178(LC 9) Max Grav 4=124(LC 1), 2=517(LC 1), 5=330(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-765/459 BOT CHORD 2-7=-524/693, 6-7=524/693 WEBS 3-7=-26/286, 3-6=-751/568 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=7ft; 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. 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 fora 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=lb) 4=147, 2=349, 5=178. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 18 lb up at 1-5-12, 64 lb down and 18 lb up at 1-5-12, 5 lb down and 100 lb up at 4-3-11, 5 lb down and 100 lb up at 4-3-11. and 37 lb down and 155 lb up at 7-1-10, and 37 lb down and 155 lb up at 7-1-10 on top chord, and 41 lb up at 15-12, 41 lb up at 1-5-12, 5 lb down and 54 lb up at 4-3-11, 5 lb down and 54 lb up at 4-3-11, and 29 lb down at 7-1-10, and 29 lb down at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 13=75(1`=-37, B=-37) 15=10(F=5, B=-5) 16=-57(F=-28, B=-28) ENS No 68182 S OF �•�► Blvd. Tampa _FL 33610 April 28,2021 ® 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 MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSUrPif 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 26/PH3 WATERSTONE T23735396 2753928 H7V Diagonal Hip Girder 1 1' Job Reference optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 Is Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:31:20 2021 Page 1 ID:zmbLkv5ELlDtgyehSMnND7z4_Wx-VV EaK?06ibsPpZyHV8ivPIZjEh3JOXt1KzQgRzMVY5 -1-10-10 4-5-11 9-10-13 r 1-10-10 4-5-11 5-5-2 Scale = 1:22.6 N C' N N N M N n 3x4 0-6-3 4-5-8 5-5-2 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 0.68 Vert(LL) 0.10 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.16 6-7 >737 180 BCLL 0.0 Rep Stress Incr NO WB 0.55 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-9-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 2=0-8-0 Max Horz 2=278(LC 8) Max Uplift 4=-182(LC 8), 5=-101(LC 9), 2=283(LC 8) Max Grav 4=162(LC 1), 5=261(LC 1), 2=418(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1087/718 BOT CHORD 2-7=-681/1020, 6-7=-702/1029 WEBS 3-6=-1004/681 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=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,,,�(►I `�� U I N F� �A, will fit between the bottom chord and any other members. �� P.Q • ���� 5) Refer to girder(s) for truss to truss connections. ��`' JD G E N S •�i\, F•••, 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �� capacity of bearing surface. N o 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) .68182 4=182, 5=101, 2=283. Z >+C ;• 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 50 lb up at 1-5-12, 60 lb down and 50 lb up at 1-5-12, 7 lb down and 103 lb up at 4-3-11, 7 lb down and 103 lb up at 4-3-11, and 38 lb down wo. *. and 159 lb up at 7-1-10, and 38 lb down and 159 lb up at 7-1-10 on top chord, and 48 lb up at 1-5-12, 48 lbup at 1-5-12, 1 lb 0i' S F 41!'Z = down and 15 lb up at 4-3-11, 1 lb down and 15 lb up at 4-3-11, and 29 lb down and 6 lb up at 7-1-10, and 291b down and 6 lb up at .0 '� �(/ ' 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Fi- Q P N�,�� 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Ar!SONAI.E�`'� LOADCASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25I;Il1�� Uniform Loads (plf) Joaquin Velez PE No:661,82 Vert: 1-4=-54, 5-8=-20 MiTek USA,.Inc..FL$6it66A 690 Tampa FL 33610 Date:4:Parke•East;Blvd: April 28,2021 Continued on oaae 2 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty PlTJb 6/PH3 WATERSTONE 2753928 H7V Diagonal Hip Girder 1 T23735396 Riiilriere FtrclCn, ,r..e /Dl �..r r:�., n � eference(optional) •- ^ mow- • - - ---- 6.93u S Hpr zu zu/i MI I eK Inaustrles, Inc. 1 ue Apr 27 13:31:20 2021 Page 2 ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-Wi_EaK706ibsPpZyHVBivPIZjEh3JOXt1 KzQgRzMVY5 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=32(F=16, B=16) 7=2(F=-1, B=-1) 11=38(F=19, B=19) 12=77(F=-38, B=38) 13=54(F=27, B=27) 14=55(F=27, B=-27) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II4473 rev. 5/1912020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based orgy 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 ANSYM11 Quality Criteria, DSB-99. and SCSI Building Component 6904 Parke Fast 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 26/PH3 WATERSTONE T23735397 2753928 J01 Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:31:212021 Page 1 ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-_UYcogOet0jj 1 z8BrCfxSdHh_eO82Z51 G_i_MtzMVY4 -1-4-0 1-10-4 5-0-0 , 5-8-1 8-9-12 10- -O 12-0-0 1-4-0 1-10-0 3-1-12 0-8-1 3-1-11 1-10� 1-4-0 4x8 = 17 18 3x6 11 3x4 = 12 10-8-0 Scale = 1:21.7 I� d 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 FBC2020/TPI2014 CSI. TC 0.84 BC 0.78 WB 0.15 Matrix -MS DEFL. in (loc) Udefl Ltd Vert(LL) 0.23 8-9 >458 240 Vert(CT) 0.20 8-9 >533 180 Horz(CT) -0.01 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 44 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-4-0, 10=0-3-8 Max Horz 10=134(LC 7) Max Uplift 6=-620(LC 8), 10=-957(LC 8) Max Grav 6=457(LC 1), 10=702(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-340/635, 3-4=452/684, 4-5=-403/611, 5-6=-4121602 BOT CHORD 2-10=618/342, 9-10=-508/342, 8-9=-508/342, 6-8=508/342 WEBS 3-10=381/499, 4-9=-3271213 NOTES- 1) Unbalanced roof live loads have been considered forthis 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=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 ,;(i11011)i 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific %0 v 1 N to the use of this truss component. `% Pa.. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • `%�� ,� G ;,i F '• 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. NO. 681 82 •."* 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=620, 10=957. * .• " 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 41 lb down and 216 lb up at = 5-0-0, and 46 lb down and 125 lb up at 5-8-1 on top chord, and 69 lb down and 181 lb up at 5-0-0, and 69 Ib down and 181 lb up at ^ :p. :. 5-7-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9 S ' F (U • 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �0, P LOAD CASE(S) Standard ..� : O N ���s R, i 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 �j� S� "' �`�. % Uniform Loads (plf) 0%� �I��'� N A ,-. Vert: 1-4=-54, 4-7=-54, 11-14=-20 Concentrated Loads (lb) Joaqulo,Velez PE No.68182 Vert: 9=-24(F) 17=-41(F) 18=46(F) 19=-69(F) 20=-45(F) Mrrek USA, Inc: FL Beat 6684 .6904: Parke East -Blvd. Tampa FL 33610 t)atec April 28,2021 ® WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 ANS17rP11 Duality 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 26/PH3 WATERSTONE 2753928 M01 JACK -OPEN GIRDER 1 1 T23735398 Job Reference (optional) ,s r"awource trrdnr i,uy, rLi, warn uny, rL-60MI, 8.430 s Apr 202021 MiTek Industries, Inc. Tue Apr 27 13:31:22 2021 Pagel ^ - ID:?1YDfIlmYJlNmupVDA3te2z4H2S-S46_?01GeJsae7iKOvAA?qq?v2Ydn?gAUeSXuJzMVY3 2 3-7-8 34-8 2x4 11 3 4x6 = 3x6 11 6x8 = ST1.5x8 STP = Scale:l2"=1' rid-yI IbUlb to T)-- I r;u-4-u,u- i-ts l l4:tage u-J-121 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) 0.01 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.01 5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 44 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x8 SP 240OF 2.OE BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 4=Mechanical Max Horz 1=213(LC 12) Max Uplift 1=122(LC 12), 4=-284(LC 12) Max Grav 1=321(LC 17), 4=452(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-476/478 BOT CHORD 1-5=-729/517, 4-5=729/517 WEBS 2-5=-220/262, 2-4=584/823 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=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Corner(3) 0-0-0 to 4-0-0, Exterior(2R) 4-0-0 to 6-10-4 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 at joint(s) except (jt=lb) 1=122, 4=284. 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. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 245 lb down and 311 lb up at 5-0-0 on bottom chord. ,The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 1-4=20 Concentrated Loads (lb) Vert: 8=-215(F) PQvini' VE4� i1j, i r No. _681'82 S OF 10.. .00 �. Joig6ln Vilez PE No:68i82 MiTek US%1„Inc. FL Cart 6634 ,6904,Pafke EaStBivd. Tampa.FL 33610 f)afer April 28,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE. USE. • Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and, properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Intormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 26/PH3 WATERSTONE T23735399 2753928 M02 Half Hip Girder 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:31:23 2021 Page 1 ID.?1YDfitmYJ1 NmupVDA3te2z4H2S-wHgMDM2uPd_RGHHWydhPX2NBWRnzWS_KjIB5QmzMVY2 1-8-8 2-6-8 ' 1-8-8 0-10-0 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/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0,4=Mechanical Max Harz 1=68(LC 7) Max Uplift 1=-292(LC 8), 4=-209(LC 5) Max Grav 1=606(LC 1), 4=421(LC 1) 3 2x4 II 1-4-12 2-6-8 1-4-12 1-1-12 CSI. DEFL. in (loc) I/defl L/d TC 0.20 Vert(LL) 0.01 5-8 >999 240 BC 0.50 Vert(CT) -0.01 5-8 >999 180 WB 0.25 Horz(CT) 0.00 4 n/a n/a Matrix -MP FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-639/310 BOT CHORD 1-5=-293/586, 4-5=177/325 WEBS 2-5=-306/660, 2-4=539/271 Scale = 1:8.8 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-8 oc purlins, except end verticals. 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=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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. 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 at=lb) 1=292, 4=209. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 10 lb down at 2-4-12 on top chord, and 851 lb down and 409 lb up at 0-11-4, and 4 lb up at 1-8-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-3=54,,4-6=-20 Concentrated Loads (lb) Vert:3=-2(B) 9=-851(F)10=4(B) ��►�� a �i��.r�� co IN NO. .681>82 STAR O F O ��it� •:� R10P Nam`` Jtiaquln Velez PE Nd:68182 MfTek USA; Inc:.EL Deft 6634. ,064:6rke East Blvd. Tampa FL W0 Da#e: April 28,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. SIM020 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/7'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 26/PH3 WATERSTONE T23735400 2753928 VALLEY 4 1 Job Reference o tional t..a..r ­y, r�l, Warn a y, rL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc.' Tue Apr 27 13:31:25 2021 Page 1 ID:71 YDfltmYJ 1 NmupVDA3te2z4H2S-sfn7d238xEE9VaRv42jtcTS W FYI_OCcBbgBVezMVYO 4-4-0 8-8-0 4-4-0 4-4-0 Scale = 1:16.2 4x4 = 4x4 = 2x4 II 4x4 = 4-4-0 4-4-0 Plate Offsets (X Y)-- [2:0-1-12,0-0-01, [4:0-1-12 0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 27 Ito 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. WEBS 2x4 SP No.3 REACTIONS. All bearings 8-8-0. (lb) - Max Horz 1=-82(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 1=-128(LC 17), 2=-264(LC 12), 4=-264(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=319(LC 17), 4=302(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-133/259 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=7ft; 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 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except 0=1b) 1=128, 2=264, 4=264. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 4, 6. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. ,,,,�{i/ltllfy���,, ]WO V No 68182 OS, "ST. OF Joaqujn,Yelez PE'No:69182, MlTek'USA; lnc: FL pert 6634 69f) NAe East,Bivd Talppa,FL 33810 Dafe April 28,2021 A WARNING - Verilydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I19/2020 BEFORE USE. ��• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing .MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component East Safety Information available from Truss Plate Institute, 2670 CrainD 6904 Parke East Blvd. Highway, Suite 203 Waldorf, M20601 Tampa, Parke FL 36610 Job Truss Truss Type Qly Ply LOT26/PH3WATERSTONE T23735401 2753928 PB2 VALLEY 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:31:26 2021 Page 1 ID:?1 YDfItmYJ 1 NmupVDA3te2z4H28-LsLVrO4niYM07kO5dlF69g?gEfuXjrSm PFQl15zMVY? 4-0-0 4.4.0 4-8-0 8-8-0 4-0-0 0-4-0 0-4-0 4-0-0 4x4 = 2x4 II 4x6 = 4x4 = Scale = 1:16.5 4-4-0 8-8-0 , r 4-4-0 4-4-0 Plate Offsets (X Y)-- [2:0-1-12,0-0-0] [4:0-1-12 0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) file n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-G-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 8-8-0. (lb)- Max Horz 1=82(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 1=-128(LC 17), 2=-264(LC 12), 4=-264(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=319(LC 17), 4=302(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-133/259 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=7ft; Cat. 11; 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 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except (jt=1b) 1=128, 2=264, 4=264. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 4, 6. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. (�f111111']y� % PQU 1 N VFW<,,, � I No..68182 S OF •46/ 0 MA F 41. Jbaquln Velez PE Nd.68162 Mgek USA', Inc:. FL Ceit 6634 6904 Parke, East Blvd. TampaFL 33610 date: April 28,2021 ® WARNING - Vedfy 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 property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ITeK• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss 2753928 JPB3 IVALLEY Ply I LOT 26/PH3 WATERSTONE T23735402 Builders irce (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:31:28 2021 Page 1 ID:71 YDfItmYJ 1 NmupVDA3te2z4H2S-HETFG461 E9cjM2AUTAHaE5419SZvBkz3tZvs5zzMVXz 2-0-0 4-4-0 6-8-0 8-8-0 2-0-0 2 4-0 2-4-6 2-0-0 3x4 = 3x8 11 3x4 = 6.00 F12 3 9 4 10 5 2x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. All bearings 8-8-0 Scale = 1:16.5 2x4 = CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.27 Vert(LL) n/a n/a 999 MT20 244/190 BC 0.13 Vert(CT) n/a n/a 999 WB 0.14 Horz(CT) -0.01 7 n/a n/a Matrix-S Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. (Ib)- Max Horz 1=35(LC11) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2 except 8=-142(LC 8) Max Grav All reactions 250lb or less atjoint(s) 1, 7, 2 except 8=283(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-199/367, 3-4=192/367, 4-5=-192/367, 5-6=-192/370 BOT CHORD 2-8=-258/148, 6-8=258/148 WEBS 4-8=-218/469 NOTES- 1) Unbalanced roof live loads have been considered forthis 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=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-3-15 to 2-0-0, Extedor(2R) 2-0-0 to 6-0-0, Interior(1) 6-0-0 to 6-8-0, Exterior(2E) 6-8-0 to 8-4-1 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) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a 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 100 lb uplift at joint(s) 1, 7, 2 except Qt=lb) 8=142. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 8. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. PQU I N' V 1i 1��i . No 681':82 :9 ST OF 44b Z. Joagoln Velez PE 113.68182 MiTek 11SA, )k FL teft 0634, 6900arke EastBivO. Tampa FL 33610 Date: April 28,2021 A WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 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/nfomradnn available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 3j4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 Al r MA For 4 x 2 orientation, locate plates 0- '/19' 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. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek@) All Rights Reserved 0 Mffek® MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 ® General Safety Notes Failure'to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 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 copiesof 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 ANSIIrPI 1. 7. Design assumes trusses will be suitably.protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or puriins 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 ANSUTPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.