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HomeMy WebLinkAboutTrussLIN �.t 258 Southhall Lane, Suite 200 fiF D S1 Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com Website: www.fdseng.com July 12, 2021 Building Department Ref: Lot: Subdivision: Address: Model: KA# Truss Company: Date of drawings: Job No.: Wind Speed: Exposure: Truss Engineer: Adams Homes Lot 17 Blk. Ph 3 Fort Pierce - Waterstone 8332 Amalfi Cir. 2508 3CF A RHG 21-4932 Builders First Source 4/28/21 2753770 160 C Joaquin Velez To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirmin all uantities and dimensions• selectin a ro riate fabrication rocesses and g q t, pp p P �'tstimseais�o� techniques; and coordinating work with all other trades. •+w®�y 1 1-0 7-4. 0 ! Note: Truss ID's may vary. �`� ��C•' N F� �Q v:No 87 4 If you have any questions, please do not hesitate to call. . r ea • rro Sincerely, 7/12/2021 Carl A. Brown, P.E. FL. # 56126 7/12/2021 Scott Lewkowski, P.E. FL. #78750 FDS Engineering Associates, A TSG Company "Your Building Code Experts" ♦ • UJ Tip OF •:tV • •0 � 91&Oit1It11A 7/12 2021 Luis Pablo Torre, P.E. FL. # 87864 .N 14-04-00 6-08-00 10-04-00 10-00-00 18-08-00 SIMPSON CONNECTOR SCHEDULE ROOF TRUSS Q ID MODEL ROOF UPLIFT SYMBOL 0 A' LUS24 895 490 ILA' 4 A HTU26 3600 1555 ILA 0 B HTU28 4680 2140 ILB 0 C HTU26-2 3600 2175 1 Lc 0 D HTU28-2 4680 3485 ILP 0 E HGUS26-2 5320 2155 ILE 0 F HGUS28-2 7460 3235 ILF 0 G HGUS26-3 5230 2155 I LG 0 H HGUS28-3 7460 3235 i to 0 J THJA-26 9100 4095 1 e 3P 3X8NOP ID 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.: 214932 Project Eng.: Luis Project Name: Adams Homes - Fort Pierce - Waterston - Lot 17 Blk Ph 3 VERIFY ALL DiMEMSIONS AND CEILING 0014d110N6 PRIOR TO APPROVAL SOME CEILING FRAMING REOURED IN REM BY SULDER MAIN WRIDFORCE RESISTING SYSTEMICC HYBRID N W ASCET-16 IMPORTANT ENCLOSED EXPOSURE CATEGORY C OCCUPANCY CATEGORY 0 This Drawing Must Be Approved And WIND LOAD 160 MPH Returned Before Fabrication Will NAND IMPORTANCE FACTOR 1.00 TRUSSES HAVE BEEN DESIGNED FOR A 1C.0 PSF BOTTOM CHORD LNE LOAD Begin. For Your Protection Check All 11MCONGURREW WITH ANY OTHER LIVE LOADS Dimensions And Conditions Prior To RE BELOI Plan. SIGNATUAPBELO W INDICATES ALL ROOF LOADING FLOOR LOADING NOTES ND HAVE TCLL: 20 PSF TCLL: 40 PSF BEEN ACCEPTED.DIMENSIONS TCDL: 07 PSF TCDL: 10 PSF By Date BCDL: 10 PSF BCDL: 5 PSF TOTAL: 37 PSF TOTAL: 55 PSF DURATION: 1.25 DURATION: 1.00 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. tie. 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 Not ication By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 0112 TOP CHORD SIZE: 2 X 4 ' BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE Hatch Legend ®10'-00" BRG WALL 8'-00" BRG WALL BUILDER: Adams Homes PROJECT: Single Family 160 oDEL: 2508 A 3CAR ADDRESS: 8332 AMALFI CIR LOT I BLOCK: 17 PH3 SUBDIVISION: WATERSTONE CITY: FT PIERCE DRAWN BY. KSANCHEZ JO2753770 DATE: 04/25/2021 1 SCALE: NTS PLAN DATE: 1 2021 REVISIONS: 1.DEC 2020 2. 3. 4. NBuil,- C7e First—ocume lffmc 4408 Airport Road Plant City, FL 33563 Ph. (813) 305-1300 Fax (813) 305-1301 RE: 2753770 MiTek USA, Inc. LOT 17 PH3 WATERSTONE 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: Adams Homes Port St Lucie ProJ'ect Name: 2753770 Lot/Block: 17 PH3 Model: 2508 A SCAR Address: 8332 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 61G15-31.003, 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 A01B 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 C3A 4/28/2021 14 T23735363 Al2 4/28/2021 34 T23735383 CK 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 C5A 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 based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. Florida COA: 6634 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 customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. ����,�4UIN S,.��GENS. c No 6 182 S A E O F 1CI S�6 E ;i A t I111.11 Joaquin Velez PE No.68182 MiTek 11SA,anc. FL Cert 6634 6904'ParkeUst•Blvd..TampaFL33610 April 28, 2021 1 of 2 Velez; Joaquin MiTek® h RE: 2753770 - LOT 17 PH3 WATERSTONE Site Information: Project Customer: Adams Homes Port St Lucie Project Name: 2753770 Lot/Block: 17 PH3 Subdivision: WATERSTONE Address: 8332 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 H5P 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 17 PH3 WATERSTONE T23735350 2753770 A01 SPECIAL 5 1 Job Reference (optional) vunuero niat�uwce lndra t.ny,, rL1, rmnt t ny, rL - o000f, a.96U s Apr zU luz I IVII I eK inoustrles, Inc. I ue Apr z/ i3:zv:zz zUzi Hage i ID:?l YDfltmYJ1 NmupVDA3te2z4H2S-z?sdp_a?vSkcFgXGMi017XsQcgMwfdn WuzNBgHzMVZx 1-4- 5-3.0 8-10-8 14-11-8 21-0-0 25-4-Cl 29.8-0 35-6-8 %10-i6 46-7-4 110- -4-0 3.7.8 6-1-0 6-0-8 4-4-0 4-4-0 6.0-8 6-2-7 4-85 -4-1 H Scale = 1:90.1 5x6 = 3x6 = 5x6 = 6.00 12 6 31 732 3334 8 3x6 30 35 3x6 5 9 5x6 5x6 c� 0 4 10 ST1.5x8 STP = 3x6 36 ST1.5x8 STP = 3 29 11 Iv 8-10 19 12 d O 2 3x4 = 18 38 39 17 16 40 3x8 = 41 15 3x8 = 14 42 43 13 N 20 3x6 = 3x8 = 4x8 = 3x6 = 4x6 = 22 21 4x6 = 2x4 11 6x8 = 5-3-0 B-B-0 8--812-0-0 21-0-0 29-0-0 38-7-11 46-7-4 5-3-0 3-5-0 0- -8 3-1- 22 8-11-12 8-8-0 8-11-11 7-11-9 Plate Offsets (X,Y)-- [4:0-3-0,0-3-01, [6:0-3-0,0-2-01, [8:0-3-0,0-2-01, 110:0-3-0,0-3-01, [21:0-3-8,0-3-01 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 0.61 Vert(LL) -0.28 13-15 >999 240 MT20 2441190 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 file BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 271 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-21: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD BOT CHORD WEBS 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, 3-4=310/417, 4-5=-1385/843, 5-6=-1837/1250, 6-7=1583/1214, 7-8=-1878/1327, 8-9=-2133/1362, 9-10=-3023/1620, 10-11=-3266/1758 BOT CHORD 2-22=644/251, 21-22=-644/251, 19-21=1949/939, 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=-2831664, 9-15=784/566, 9-13=91/585, 10-13=-337/344, 5-18=-779/542, 3-22=-547/217, 3-21=402/888 Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-3-0 max.): 6-8. Rigid ceiling directly applied. Except: 3-9-0 oc bracing: 19-21 1 Row at midpt 7-16, 7-15, 9-15 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, 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 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 atjoint(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 chord. fl.I'll', `, ..� Fes'• �i No 68182 44/ �P ,._ ;0;0 RA Joaquin Velez PE Nti.69182 MIT"USA, Inc. FL Cert6634 6964:Parke East Blvd. Tampa FL 33610 biter April 28,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 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 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 Qualify 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 17 PHI WATERSTONE 2753770 A01A SPECIAL 1 1 T23735351 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:29:24 2021 Page 1 ID:?IYDfitmYJ1 NmupVDA3te2z4H2S-v0_NEgcFR3_JU_hfU72VDyxmgT4L7ZjpMHslk9zMVZv 14- 6.1-e 7 2-1 9-7-11 14-11-8 21-40 25-40 29-8-0 35-8-6 41-10-15 46-7-4 B-0. -4-0 6.1-8 -1- 2-4-15 5-3-12 6-0-8 4.40 4-¢0 6-0-8 6-2-7 4-8-5 -¢1 Scale = 1:90.1 Sx6 = 3x6 = 5x6 = 6.00 12 8 32 933 3435 10 3x6 31 36 3x6 7 11 5x8 i 6 5x6 11 3x4 II 5 12 ST1.5x8 STP = 2x4 z 4 37 ST1.5x8 STP = 303 13 m 1 Iv 14 0 1 2 4x6 = 20 39 40 19 18 41 42 17 16 43 44 0 15 IN d 38 23 22 3x6 = 4x8 = 3x8 = 3x8 = 4x6 = 3x6 = 06 = 4x6 = 6x8 = 7-2-12 6-141 6-3-8 , 12-1-7 21-0-0 29-8-0 38-7-11 46-74 ' o-1-C u-2-u 4-10.11 8-10-9 8-8-0 8-11-11 7-11-9 0-114 Plate Offsets (X,Y)-- [8:0-3-0,0-2-0) [10:0-3-0 0-2-Oj [12:0-3-0 0-3-01 [23'0-3-8 0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d 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/TPI2014 Matrix -AS Weight: 270 lb 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 (4-0-4 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 oc bracing: 21-23 WEBS 1 Row at midpt 7-18, 9-18, 9-17, 11-17, 6-21 REACTIONS. (size) 2=0-8-0,13=0-7-4, 23=0.4-0 Max Harz 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, 3-4=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=-1035/2162, 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- f(illll/'f' • 1) Unbalanced roof live loads have been considered for this design. IN V�C 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. ,1`%%,`���- , ll; Ex C; Encl., GC 1-0.18; 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 S'•• ��, 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Exterior(21R) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to 48-0-0 zone; left porch 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 N O 6..818.2 i 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 3-6-0 tall by 2-0-0 9 • S F /L a rectangle wide ��.(�t�•; •��� will fit between the bottom chard and any other members, with BCDL = 10.Opsf. Q. 7) Provide mechanical connection (by others of truss to bearing late capable ofwfthstanding 100 lb uplift at'oint s except 't-Ib ♦ 5 - 8) is design minimum structural wood sheathing be applied directly to the top chord and 1/2" gypsum f 7/rd i redly � N A' 1 sh truss be applirequires d to thebottom 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Joaqu16 Velez PE Nd:68182 MiTek USA; Inc:.FL Cert H834. 6664 Parke East Blytl: TAMpa FL 3361.0 Dated April 28,2021 A 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 foran individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 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 17 PH3 WATERSTONE T23735352 2753770 A01B HIP 1 1 Job Reference o tional Gw,�ca rn �w�ui w trio,.. v..y, r..l, rianr —y, r� o00 , o.9Ju s Apr zu zuz i IVII I eK Inuustrles, rnC. I Ue Apr z/ IJ:Zy:zr zuzl vage 1 ID:YuAUBcriPWCx6RhnNP_DwTzU6L_ JzfWsie7j_MuLSQE9GcCgaZl5h4 KpQF2E5yLUzMVZs 1 4 4-3Fi 8-05 14-6-3 21-0-0 25-4-0 29-8-0 35-1-14 40-7-11 46-7 4 8-0 -4 4-3.6 3-8-15 6-5-13 6-5-13 4-4-0 4-4-0 5-5-14 5-5-14 5-11-9 -4-1 M Scale = 1:90.1 5x6 = 3x6 = 5x6 = 6.00 12 6 29 31 730 32 8 3x6 i 3x6 5 28 9 5x6 5x6 10 4 ST1.5x8 STP = 3x6 33 ST1.5x8 STP = 3 27 11 Iv 9 12 C?0 1 2 4x12 = 18 17 16 34 35 15 14 36 37 13 C? 0 3x8 = 3x8 = 3x8 = 3x6 = 4x6 = 20 3x8 = 4x8 = 4x6 = 6x8 = 16-15 B 1r5 14-6 3 21-0-0 29-8-0 37-10-12 46-7-0 7-6-15 0-5-6 6-5-13 6-5-13 8-8-0 8-2-12 8-8-8 Plate Offsets (X,Y)--[4:0-2-12,0-3-01,[6:0-3-0,0-2-01,[8:0-3-0,0-2-0],[10:0-3-0,0-3.0),[18:0-3-8,0-1-81,[19:0-5-0,0-0-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 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 FBC2020ITP12014 Matrix -AS Weight: 277 lb 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 N0.2 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=-161111175, 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=-104212266, 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- 111111.11 ///, 1) Unbalanced roof live loads have been considered for this design. `,� U I N VF� 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=6ft; Cat. W II; Exp C; Encl., GCpi=0.18; MFRS C-C Exterior(2E) to 2-8-0, Interior(1) 21-0-0, Exterior(2R) (directional) and -1-4-0 2-8-0 to ���" ,� G•E'N `' S�.•,.� �i. 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 �� .'��i and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 No 68182 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. :. S O F • (V, �:� 7) Provide mechanical connection (by others) of truss to bearing capable of withstanding 100 lb uplift at joints) except of=lb) ,01 j plate 2=204,20=1058,11=914. �j� �•: RA�•'`Gi�,� 8) =his truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum �j SSA •' �` ��� N AIt'll, sheetrock be applied directly to the bottom chord. /O 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.11 iJoaquin Velez PE-No.68182 Mrrek Q$A', Inc. FL Cert 6634 69d4,-Nrke East1Blvd: 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 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 ANS11TFl1 Duality Criteria, DSB-89 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 Oty Ply LOT 17 PH3 WATERSTONE 2753770 A02 SPECIAL 1 1 T23735353 Jab Reference (optional) ............ . . - o.— s npr eu Cucl Iva I eK Inousines, Inc. I Ue Apr 21 1329:38 2U21 Page 1 ID:?l YDfitmYJ 1 NmupVDA3te2z4H2S-Zh wlnlnclVcwgcyBfGJiURncJ9mxwFa68mw9TzMVZ �1 4 9 6-0-14 I 6-11-0 13-0-4 15-4-5 21-0-0 25-4-0 29.8-0 35 3 11 37-7 12 45 7-8 1-4•u li-u-14 2-10-2 4-1-4 2-4-1 5-7-11 4TO 4-4-0 5-7-11 2-4-1 7-11-12 5x6 = 6.00 F12 3x6 = 7 32 8 3334 3x6 i 31 5x6 6 5 3x4 11 2x4 \\ 4 3 ST1.5x8 STP = 30 0 1 2 5x6 = 19 18 38 d 37 21 3x6 = 5x12 = 22 4x6 = 6x8 = 8-8-0 5x6 = 9 35 3x6 1 10 5x6 11 39 17 16 15 14 3x8 = 3k8 = 3x6 = 2x4 11 29-M 36 v Scale = 1:85.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.41 22-29 >257 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) 0.34 22-29 >304 180 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horc(CT) 0.09 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 285lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except* TOP CHORD Structural wood sheathing directly applied. 11-13: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except` 5-4-0 oc bracing: 20-22 2-21,13-16: 2x4 SP No. 1, 4-22: 2x6 SP No.2 WEBS 1 Row at midpt 5-20, 8-18, 8-17 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, 9-10=-1946/1357, 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=20001768, 3-22=-298/491, 7-18=-240/553, 9-17=-267/589, 8-18=-406/237, ��I1111{l� 6-19=316/191, 5-19=-129/570, 10-15=-163/355, 10-17=-625/450, 11-15=-288/213 NOTES- 1) Unbalanced roof live loads have been considered for this design. . �� 0 J �.' E N SF �. ,� 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) No. 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Exterior(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 forces & MWFRS ,681':82, and 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. i '. ST Q F 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenfwith live loads. . O -.: any other 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 tween the bottom d any her bers, •:; .0 Rll N r�sSNA1-E with 7) Prol vide ideemechanicalcon ectiondbnotherstoftrussrtobearngpl (Y 't-Ib ' plate ableofwithstandin 100lbu uplift except ) 9 P P 9 P 1 O P (1 -) 16 13=774, 2=483, 22=1129. 111:1111%�` 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Jtiagl lrlVelez PE 146:68182 sheetrock be applied directly to the bottom chord. MiTek USA,.Inq: FIL eeft 6634 69R arke,East Blvd. Tampa FL 03610 Date:. April 28,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary andpermanent 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 ANS11TFIl 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 f Job Truss Truss Type City Ply LOT 17 PH3 WATERSTONE T23735354 2753770 A03 SPECIAL 1 1 Job Reference (optional) -ounuer5 rlrsiz ource trlant L.ny, rL), rlanl LAY, rL - 33ob/, C.4JU s Apr zU zu/i Ivii I eK moustrles, Inc. I ue Apr i j:zv:4Z zuzl rage 1 ID:71YDfItmYJ1 NmupVDA3te2z4H2S-Nr3BOgpYBbFmel36XvNjxlhp9kDyLhpSV4DFN6zMVZd ,1-4-Q 6-0-10 8-11-0 , 12-11-10 19-0-0 25-41 31-11 37-81 45-7 8 -4-0 6-0-10 2-10� 4-0-10 6-0-6 6-4-0 6-4-0 6-0-6 7-11-2 r 6.00 FIT 5x6 = 2x4 II 6 29 3031 7 32 5x6 - 28 5 3x4 II 2x4 4 3 ST1.5x8 STP = 27 17 1 2 4x6 = 16 36 15 37 14 38 d 3x8 = 35 19 18 3x6 = 4x8 = 4x6 = 6x8 = Scale = 1:85.3 5x6 = 8 33 2x4 9 34 4x6 10 m " I 0 0 13 3912 N 3x8 = 3x6 = 5x8 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.40 19-26 >258 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.34 19-26 >305 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 "Except' TOP CHORD 8-11: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.1 'Except` 4-19: 2x6 SP No.2 WEBS WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 -t 1-11-12 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, 34=1081494, 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=0/537, 6-14=-277/793, 7-14=-374/383, 8-14=-138/369, 8-12=251/705, 9-12=-325/425, 3-19=-301/498 Weight: 250 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, 6-16 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.Op'sf; 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, Extedor(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 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, 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. UIN e ,` , -N G E N No:68182 r i ST ,. Joaquin Velez PE No.66182 MiTek USA,:Inct FL Cet1.6634 .6904:Parke East Blyd. 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. 6/1912020 BEFORE USE. ��° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Tek° building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mi 9 Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/1TPI1 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 ss Truss Type Oty Ply LOT 17 PH3 WATERSTONE TA T23735355 2753770 SPECIAL 1 1 Job Reference (optic '-"` ly, ' '-l. . io", v.`y, ' , -" 0.9OU S ApF LU LUL-I NII I eK InGusines, Inc. I Ue Apr 2/ 13:ZV:b1 LULI Page 1 ID:?l YDfltmYJ1 NmupVDA3te2z4H2S-da6bvvwB4M OUEBFrZl1 gpeZL2MG6yoTnZzvDB5zMVZU 1 4 q 6-1 8 8-11-0 12-6-5 11 -0 22-2-12 28-5-4 33-8-0 38-3 8 45-7-8 2-9-8 3-7-5 4-5-11 5-2-125-2-12 4-7-7 7-4-0 6.00 F12 5x6 = 5x6 5 30 YX4 2x4 3 ST1.5x8 STP29 1 2 38 21 20 4x6 = 6x8 = 17-0-0 3x6 = 6 31 7 3233 18 3917 40 16 41 3x8 = 4x8 = 3x6 = M v Scale = 1:84.9 5x6 = 5x6 = 8 34 935 36 3x6 10 37 4x6 11 d ao 12 To tio 42 15 14 13 o Io 3x8 = 2x4 11 5x8 I N 08 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 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/TP12014 Matrix -AS Weight: 258 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 9-12: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 'Except` 5-2-0 oc bracing: 19-21 2-20,12-15: 2x4 SP No. 1, 4-21: 2x6 SP No.2 WEBS 1 Row at midpt 5-19, 7-18, 8-14 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 NOTES- PpUIN VF< 1) Unbalanced roof live loads have been considered for this design. `,�� % �. J •'�GENS �. 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 17-0-0, Exterior(2R) o 17-0-0 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 45-7-8 zone; porch left exposed;C-C NO 681 &2 •;:. 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. ZZ 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads. i $ F 1lI 0 jV psf �4�. •• 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 T ! Q .` will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 0 FI, 1 ` N.'�% SSA 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=772,2=476,21=1138. ��j `'' A %I,,(1J 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. JdagdimVelez PE'No.68182 MITek USA.16c. FL dii t 6634 69104?arke East Blvd Talripa 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 properly incorporate this design into the overall w� A/� building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �y� iTek° 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 17 PH3 WATERSTONE T23735356 2753770 A05 SPECIAL 1 1 Job Reference (optional) ,ounaerS rtrsibource trlant GKy, t-L), Ilan LAY, rL - J3J0/, 0.40U s MPE GU tut r wu r en uruuauros, H- i ue MP1 a ro.<a.oc <Uc r reyn i ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-5mgz6FxprgWLrlgl7OZ3Ls6W7mb2h8TwodemjXzMVZT 1 4- 5-8-2 8-11.8 15-0-0 21-10-7 29-4� 35 8-0 40-11-3 45 7 8 4 5 &2 6-10-7 7-5-13 6 3-12 5 3-2 4-8 5 r Scale=1:84.9 6.00 F12 5x8 — 5x6 = 3x6 = 5x6 = 5 29 30 6 31 7 32 33 8 5x8 i 28 34 2x4 i 4 935 4x6 2x4 6 3 ST1.5x8 STP 27 I� 17 1 2 5x8 = 37 38 16 15 3940 14 41 42 13 12 6 do N 36 18 3x6 = 4x8 = 3x6 = 4x8 = 3x8 5x8 II 19 4x6 = 6x8 = 8-t3-0 8-jj-8 17-3-2 26-5-12 35-8-0 45-7-8 8-8-0 0- 8-3-9 9-2-10 9-2-4 9-11-8 Plate Offsets (X Y)-- [4:0-4-0,0-3.0] [5:0-4-8,0-1-12][6:0-3-0,0-3-0],[8:0-4-0,0-2-8],[11:0-6-0,0-0-6],[19:0-2-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.40 19-26 >263 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) 0.34 19-26 >311 180 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.09 11 n/a nla BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 243lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 'Except* BOT CHORD Rigid ceiling directly applied. Except: 4-19: 2x6 SP No.2, 15-17: 2x4 SP No.2 5-4-0 oc bracing: 17-19 WEBS 2x4 SP No.3 WEBS 1 Row at micipt 5-17. 7-12 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 Harz 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=179811271, 6-7=-2605/1633, 7-8=-2171/1397, 8-9=-2415/1448, 9-11=-2549/1553 BOT CHORD 2-19=611/169, 17-19=-18181770, 4-17=345/349, 16-17=-804/1472, 14-16=-127512353, 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=-2851474 till 11I,,�II NOTES- 1) Unbalanced roof live loads have been considered for this design.P.Q_u-,;•,., ,,,`� ..1N 2 Wind: ASCE 7-16; Vult=160m h 3-secondgust) Vasd=124m h; TCDL=4.2 sf; BCDL=6.0 sf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. �V 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) .' �, F••• i 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 35-8-0, Exterior(2R) 35-8-0 to 39-8-0, Interior(1) 39-8-0 to 45-7-8 zone; porch left exposed;C-C R9 68182 •; 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. �p , �• �, 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '• ST OF 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 � 0 ���:.Tt•.� will fit between the bottom chord and any other members, with BCDL = 10.Opsf. �i�``-S f !' O 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) .. . •'•` , ,� }.1=770, 2=469, 19=1147. 0IN A; 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 11 sheetrock be applied directly to the bottom chord. Joaquln Velez PE hd.'66182 M[Tek USA; Inc: FL Cbrt 6634 6904:Parke East Blvd. Tampa FL 33610 Date: April 28,2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. ��' Design valid far use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a 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 buss systems, see ANSI/TP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job 2753770 Builders Truss Truss Type A06 Hip Qty I Ply 1 I LOT 17 PH3 T23735357 l 'stSource (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 K ID:?l YDfltmYJ1 NmupVDA3te2z4H2S-19ojXwz3MHm35b_QERbXQHBugZKt92B DFx7toQzMVZR 1 4 6 9 4 13-0-0 21-0-0 29-0-0 37-0-0 37- 42-0-0 46-1-5 50-e-0 2-0- -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- Scale: 1 /8'=1' 6.00 F12 5x8 = 3x4 11 5x6 = 5x8 = 5x6 = 4 29 5 30 31 6 32 7 8 <� la 16 -- 17 16 46 = 2x4 II 5x6 = 5x8 = 3x6 = 5x6 II 4x6 Zz 3.00112 6-9-0 13-0-0 21-0-0 29-0-0 36-11-12 37- -0 42-0-0 50-8-0 6-9-4 6-2-12 8-0-0 . 8-0-0 7-11-12 0- -4 5-0-0 8-8-0 Plate Offsets (X,Y)-- 13:0-3-0.03-01. [4:0-5-8,0-2-4], [5:0-3-0,0-3-4], [6:0-4-0,0-3-0], [8:0-3-0.0-2-0], [9:0-3-0,0-3-0], [11:0-0-14,Edge], [14:0-2-8,0-2-12], [18:0 LOADING (psf) SPACING- 2-0-0 CST. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) BCDL 10.0 Code FBC2020ITP12014 Matrix -AS 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(LC 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, 9-1 0=-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=01255, 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=-517/308, 9-14=-695/379, 9-13=0/352, 10-13=-658/527 in (loc) I/defl L/d PLATES GRIP -0.22 18-19 >999 240 MT20 244/190 -0.38 18-19 >999 180 0.08 16 n/a n/a Weight: 295 lb FT = 20% 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; VuIt=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 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 at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 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 sheetrock be applied directly to the bottom chord. ♦♦♦�` 1 PfU I N V.FrEA ���. I ♦ �'' Imo, No 6$182 OF •� la; Joaquin Velei PE No;68182 MiTek USA, Inl FL Cent 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 property incorporate this design into the overall pp� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �y� 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 Jab Truss Truss Type City Ply LOT 17 PH3 WATERSTONE T23735358 2753770 A07 SPECIAL 1 1 Job Reference (opt! 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:71YDfltmYJ1 NmupVDA3te2z4H2S-07bcael CBpOMBMsN1_Bi7KulDa_cgHlyPDreTdzMVZM �1-4-Q 5-11-14 11-0-0 16-7-1 24-0-0 31-4-15 37-0-0 , 39-8-0 44-8-11 50-8-0 52-0-0 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 `14-d 5x6 = 6.00 12 3x6 = 31 5 5x6 = 3x6 = 3x4 I 5x6 = 6 32 33 7 34 8 9 Scale = 1:89.0 22 2120 37 38 19 39 40 18 17 41 42 1¢ 15 13-6-8 i 4x6 = 2x4 II 4x8 = 3x6 = 3x6 = 6x8 = 3.00112 4x6 zz 3x8 = 4x8 = 5-11-14 11-0-0 19-5-1 28-6-15 3:10-0 37�p-0 42-0-0 50-8-0 5-11-14 5-0-2 8-5-1 9-1-14 8-3-1 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,[16:D-3-8,0-3-01 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 0.55 Vert(LL) -0.26 19-21 >999 240 MT20 244/190 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 We We BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 266lb 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(1_C 12), 16=993(1_C 12) Max Grav 2=1678(LC 17), 11=682(LC 18), 16=2182(LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 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=-277/800, 10-13=-514/553 NOTES- lllli/lye 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat.P.Q ��� V I N V �1�,e F� gust) % 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) �. , � .••�CENS'•.1 F 11-0-0 to 15-0-0, Interior(1) 15-0-0 to 39-8-0, Extedor(2R) 39-8-0 to 43-8-0, Interior(1) 43-8-0 to 52-0-0 zone;C-C for members and .• �. i forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 NO68182 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the this truss * '-• •;`*. use of 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. '>7 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 9 •• S OF (V will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing atjoint(s) 11 considers to value using ANSI/TPI 1 angle to formula. Building designer should verify _ �• 40 Z ,�j.T '� Q parallel grain grain capacity of bearing surface. :•• �� ` R •'• ���� 8) Erovide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) �j f . S� • • • •�` ��% 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 No:68182 MiTek USA, Inc. FL Urt 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 10II-7473 rev. 6I192020 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 WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 Type Oily I Ply I LOT 17 PH3 2753770 A08 SPECIAL 1 1 1 T23735359 Job Reference (opLonaO 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 Page 1 ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-Gug7Q?4jF2vng_A8GgFelA3QKCNRm7iYKrpscOzMVZI 1-4- 6-4-1 9-0-0 16-2-14 23-0-0 29-9-2 37-0-0 41-8-0 44-8-8 50-8-0 2-0- -4 6-4-1 2-7-15 7-2-14 6-9-2 6-9-2 7-2-14 4-8-0 3-0-8 5-11-8 -4- 5x6 = 3x6 = 5x6 = 5x6 = 6.00 FIT 4 2.4 30 31 5 6 32 33 7 d Y Scale = 1:89.0 3x4 II = B 7d '35 O 5x6 46 = 3x8 = 4x8 = 3x6 = 3x8 = 3x6 = 6x8 = - 3.00 12 4x6 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 *Except* 2-20,15-18: 2x4 SP No. 1, 8-16: 2x4 SP No.3 WEBS 2x4 SP No.3 42-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TC 0.60 Vert(LL) 0.31 19 >999 240 MT20 244/190 BC 0.87 Vert(CT) -0.52 19-21 >858 180 WB 0.79 Horz(CT) 0.12 16 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: 4-0-0 oc bracing:14-16 WEBS 1 Row at midpt 5-21, 7-16 REACTIONS. (size) 2=0-8-0, 11=0-8-0, 16=0-3-8 Max Harz 2=213(LC 11) Max Uplift 2=-888(LC 12), 11=417(1_C 12), 16=1033(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 (lb) 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=708/497, 10-11=-11121839 BOTCHORD 2-21 =1 301/2207, 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=-725/420, 9-13=-203/492, 10-13=-416/491 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 13-0-0, Interior(1) 13-0-0 to 41-8-0, Extericr(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=1.66 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=888, 11=417, 16=1033. 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. ® 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 foran individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or 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 ANSUTP/f Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 403 Waldorf, MD 20601 % P(U 'IN r: No.65182 10 S O F •46 Ts O 1 N AX��`��� Joaquin VeIeYPE N6.68182 MITek t1SA,1nc. FL Cent 66$4 ,6904:Pafke Eastillvd; Tampa FL 33610 Dale: April 28,2021 MF MiTek* 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 17 PH3 WATERSTONE T23735360 2753770 A09 SPECIAL 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 13:30:05 2021 Page 1 ID:?1 YDfltmYJ 1 NmupV DA3te2z4H2S-CGylrh5znf9VvHKXO E16Nb8hG?3fEOUrn9lyhHzMVZG 1-4- 7-0.0 12-0.13 16-11-15 21-11-0 2S-10-7 31-9-13 37-0.0 I2-4 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 4-11-7 5-2-3 3-2-0 3.5-12 7-0-0 -4-0 6.o0 12 4x6 = 5x8 = 3x6 = 6x8 = 3 304 5 2x4 II 5x6 = 3x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 9-16: 2x6 SP No.2 WEBS 2x4 SP No.3 2x4 II 3x6 = 5x6 = 4x6 = 5x8 - 6 31 7 8 9 32 10 3x8 = 3x6 = 4x6 = 3x6 II 4x8 = 3.00 12 Scale = 1:89.0 4x6 Zz 11 tom, ln' CSI. DEFL. in (loc) Udell Ud PLATES GRIP TC 0.90 Vert(LL) 0.55 20-21 >801 240 MT20 244/190 BC 0.89 Vert(CT) -0.56 20-21 >782 180 WB 0.84 Horz(CT) 0.13 16 n/a n/a Matrix -MS Weight: 516 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-9-12 oc bracing. Except: 5-1-0 oc bracing: 14-16 REACTIONS. (size) 2=0-8-0, 16=0-3-8, 11=0-8-0 Max Horz 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. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6416/3702, 3-4=-7627/4623, 4-5=-8266/5067, 5-6=-7691/4787, 6-7=-7691/4787, 7-8=-5926/3759, 8-9=-2922/1958, 9-10=-107612330, 10-11 =-1 988/970 BOT CHORD 2-23=3112/5770, 22-23=-3124/5811, 21-22=-4386/7748, 20-21=480918349, 18-20=-3478/5962,17-18=-1756/3021,16-17=-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=1216/1012, 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 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 13-10 2x4 - 1 row 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.Dpsf; 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 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. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing atjoint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1927, 16=3082, 11=531. Od6tkitrdd=0D!iMWp end with 7-0-0 end setback NO, Q$1.82 9 : S OF tU �;d'k9 0NA� 16ag6I6_-VeIez KAd.68182 MiTek USA, Inc: FL Girt 66A :6904JP rke East Blvd. Tampa FL 33610 Doti:. 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rFlf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Intomratlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Oty Ply LOT 17 PH3 WATERSTONE 2753770 FAII SPECIAL 1 T23735360 R. dlriere Firetc,,,,— roi— r•a., n I n L Job Reference o tional -- - -- - - -- - • •-• • ---- ---- , o.vau s Apr zu zuzi mi I eK Inaustries, Inc. I ue Apr 27 13:30:05 2021 Page 2 NOTES- ID:?I YDfitmYJ 1 NmupVDA3te2z4H2S-CGytrh5znf9VvHKXO E16Nb8hG?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) ® 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 parametersand 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 ANSYT17I1 Quality Criteria, DSB-99 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Sufte 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 17 PH WATERSTONE T23735361 2753770 A10 SPECIAL 2 1 Job Reference (optional) 'Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. I ue Apr 21 13:3u:ut 2U21 rage 1 ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-9f4eGN7DIHPDBbTwVfKaSOD5npo5iwp8FTn31AzMVZE 4-0 6-1-8 148I --84-00 I 34-8131--6 46r11 .2-4 6-8-4 8-8-0 3 -0 I 6-0.10 7x10 = 6.00 12 6x8 = Scale = 1:79.6 JxY — 14 3x6 — 5x6 II 2x4 11 4x8 = 4x6 II 6-3-8 fi-1-8 6- 8 11- 12 21-0-0 27-3-11 33-4-0 38-3-6 44d-0 6-1-8 0- -0 8-0.4 6-8-0 6-3-11 6-0.5 4-11.6 6-0-10 0-1-0 Plate Offsets (X Y)-- [6:0-3-0 0-3-121 [9:0-3-0,0-3-0] [11:Edge,0-3-8] [15:0-2-8,0-3-0] [22:0-3-0 0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 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/TP12014 Matrix -AS Weight: 291 lb 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 cc 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 cc bracing: 20-22 WEBS 2x4 SP No.3 "Except' 10-0-0 cc 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=2415h1358, 5-6=-2034/1327, 6-7=1831/12681 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, 6-1 8=-1 38/536, 7-16=-56/339, 7-15=-316/644, 12-15=-729/1540, 9-15=-298/847, 9-12=-1146/731, 10-12=-757/1535 111/i.i� NOTES- 1) Unbalanced roof live loads have been considered for this design. ,`��OPpUIN �''EN S' • ♦♦ 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•'.�, 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):, : N:O, 6818 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Extedor(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. 'STIPOROF (UZ 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. Ted O Q N_,�� ♦Ills '�.. •0' R i C 7) Drovide truss to bearing 100 lb except (jt=lb) !� S • • • •` ` ��"` mechanical connection (by others) of plate capable of withstanding uplift at joints) - 410 A 2=303, 22=1113, 11=773. O'N 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. Joaqulo VelezPE N6.68182 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. mrNk uSk 166..FL Celt 6634. .6964:Parke,East Blvd. Tampa FL 33610' Qate April 28,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. • Design valid 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 TPl1 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 Type Ply 2753770 A11 SPECIAL 1 T23735362 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:30:10 2021 Page 1 ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-ZElmuP96bCno?3CUAotH4frehOmivHnaxR?jMUzMVZB T1-4-q 4-1-14 5-8� 9-7-13 14-2-1 19-0-0 26-35 31-8-0 ,33 4-0 38 3 12 44 4-0 Y 4-0 4 1 14 1 6 6 3-11-9 4-67 4-9-15 7-3-5 5-4-11 1-8-0 4-11-12 6-0 4 S Scale = 1:81.7 5x8 = 2x4 11 5x6 = 6.00 FIT 7 3132 8 33 9 2x4 11 �a 3x4 = 16 " 15 14 13 3x6 = 4x6 = 2x4 11 3x8 = 3x6 II 33-4-0 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 0.53 Vert(LL) 0.48 24 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.62 24 >858 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.33 13 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 603 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 `Except' BOT CHORD Rigid ceiling directly applied. Except: 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, 3-4=-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, 11-1 2=-1 881/1061, 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 WEBS3-25=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 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have beeh 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. 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, Extehor(2R) 19-0-0 to 23-0-0, Interior(1) 23-0-0 to 31-8-0, Extedor(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 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. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss.has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ih unlift at inintfsl axnent rit=lhi ,0,11111 f lit. %` P MIN V F� yes E N i No 68182 alr _ OF A—N 70 7nn4 —pill GU, GUG I ..orgholf� A 72 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 6/1.9/2020 BEFORE USE. OF 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 verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MI 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 systemssee ANS11TP11 quality Criteria , , DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 17 PH3 WATERSTONE T23735362 2753770 All SPECIAL 1 e� L Job Reference (optional) guilders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:30:10 2021 Page 2 ID:?l YDfIlmYJ1 NmupV DA3te2z4H2S-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. ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only: Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss 2753770 �Al2 SPECIAL Qty I Ply I LOT 17 PH3 WA T23735363 Jab Reference o tional s FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:30:12 2021 Page 1 ID:?1 YDfItmYJ1 NmupVDA3te2z4H2S-VdtXJ4BM7p 1 WFMMtIDw194xzfgSNN9Ct01 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 0 6 7 12 5 3� 5-1-0 5-3-0 6-2-0 5-3-0 5-1-0 5-7-0 s Scale = 1:79.6 5x6 = Sx6 = 3x4 = 6.00 12 5 85x6 = 28 29 6 30 7 31 32 12-1950 ci 4x4 1q 13 12 11 = 3x6 = 4.8 = 3x4 II 2x4 11 5x8 = 4x6 II 38-9-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.46 20 >999 PLATES GRIP 240 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.62 20 >860 180 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.29 11 n/a n/a BCbL 10.0 Cade 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. 2-20,11-14: 2x4 SP No.2, 8-13: 2x4 SP No.3 10-0-0 oc bracing: 19-21, Except: 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 Horz 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, 9-10=-1823/1019, 10-11=-1859/1082 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=111891767, 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, 1.0-12=-918/1777, 9-15=437/1216, 12-15=-833/1722 NOTES- ,%�� QUIN <F 1) Unbalanced roof live loads have been considered for this design. .� pP:• El 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. \Ci 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, ExteNor(2R) 33-8-0 to 37-8-0, Interior(1) 37-8-0 to 44-2-4 zone;C-C for members and N;o. 68102 •�-* forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying live *.� '� applied roof 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. O S F 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 T• will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing , ♦��`SS plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 2=1011,11=901. Q .. I ... 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. ,1.11�� Joaquin Velez PE N0:68182, MiTek USA, Inc:, FL Ceti 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. 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 always required for stability and to MOW prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCS/ Building Component Sarety /nlormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 17 PH3 WATERSTONE T23735364 2753770 A13 SPECIAL 1 1 Job Reference o tional 13uilders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:30:14 2021 Page 1 ID:?1 YDfItmYJ1 Nm upVDA3te2z4H2S-R??Hkm CcfQHD UgWGPdyDEVOHdd7jr4AAs2zxVGzMVZ7 T1 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 5-311 3-1-0 6-3-10 5-8-5 6,0-1 2-8-0 4-8-5 3-11-11 5x6 = 5x6 = 6.00 12 3x4 = 5 29 6 30 7 2x4 16x8 = 31 8 9 23 22 15 14 13 '"' -- 12 3x6 = 5x8 = 3x4 II -0 , 15-0-0 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 YES BCDL 10.0 Code FBC2020/TP12014 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 Horz 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 = 24-1-12 Scale = 1:79.6 6x8 = CSI. DEFL. in (loc) I/defl L/d 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 cc bracing: 14-16 10-0-0 oc bracing: 20-22 WEBS 1 Row at midpt 6-19, 7-16, 9-13, 10-12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3856/1931, 3-4=-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=-10611554, 13-16=-1049/2349, 9-16=-1469/2868, 9-13=1832/972, 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; 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, Exterior(2R) 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 at=lb) 2=1013, 12=907. S�OPQUIN No 681,82 :NI: S O F 4Lb- ID J#SSIO N A� Joagr In _Velez PE No.66162 MiTek USA; Inc:. FUCett 6664. ,6969Parke:East, Blvd. Tampa FL 33610 Uat6 April 28,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ° Design valid 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 ANSIYTP11 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 --- - - - ^� o.gau s Apr zu zuzi ml I eK industries, Inc. Tue Apr 27 13:30:18 2021 Page 1 ID:?1 YDfltmYJ 1 NmupVDA3te2z4H2S-Km Eoa8F7jfnfzHp1 eT09PLAvvXFU 1 ntringx8el zMVZ3 i�9 6-10-5 I 11-11-0 1.3-0-p 19-6-4 26-6-10 33-4-0 37 8-0 44 4-0 i 4-u NIN 5- 111 -1-0 6-6 4 7-0-6 6-9-6 4-4-0 6-8-0 Scale = 1:81.1 6.00 F12 5x6 = 2x4 11 4 5 2x4 II 5x6 = 4x6 = 6x8 = 29 6 30 31 7 32 8 9 23 22 - 3x8 = 14 13 12 11 3x6 = 5x6 = 2x4 11 2x4 II 2x4 II 4x8 = 3x6 II 6-105 1 11-11-0 1 19-95 1 26-6-10 , 28-8-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CS], TC 0.86 BC 0.93 WB 0.96 Matrix -AS DEFL. in (loc) I/defl L/d Vert(LL) 0.66 17-19 >798 240 Verf(CT) -0.82 19-20 >647 180 Horz(CT) 0.37 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 281 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied. Except: 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, 9-10=-1681/1126, 10-11=-1573/1114 BOT CHORD 2-23=1847/2813, 19-20=-2066/3346, 17-19=-2345/3887, 16-17=-1831/2993, 15-16=-1831/2994, 8-15=-914/664 WEBS 3-23=1014/805, 2G-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, �(f1I1111t 9-12=1250/895, 10-12=-923/1533 IN NOTES- 1) Unbalanced roof live loads have been considered for this design. •• F•••• 2) 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. �, 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) N o, .681' 82 13-0-0 to 17-0-0, Interior(1) 17-0-0 to 37-8-0, Exterior(21R) 37-8-0 to 41-8-0, Interior(1) 41-8-0 to 44-24 zone;C-C for members and forces 8 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 OF 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 �j `` •.�. � R � 0_ \ �� SS •' •'•G\ and any other members. 7) Providetruss to bearing m1 chh23 cal connection (by others) I *.#;=1020 of plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) ���`. 2 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 Joagalo Velez PE NdA8182 sheetrock be applied directly to the bottom chord. MiT9k 11SA, Ipc-FL Cb t.6634. 6904:Parke East, Bfvd Tampa FL 33610 Date:. April 28,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II-7473 rev. 5I192020 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 ANSYTP/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 City Ply LOT 17 PH3 WATERSTONE T23735366 2753770 A15 MONO HIP 1 1 Job Reference (optional) guilders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:30:19 2021 Page 1 ID:?l YDfItmYJ 1 NmupVDA3te2z4H2S-ozoAnU GIUzwWbRODC BYPxYjAlepm WMyv?KhiBTzMV72 T1-4-q 6-4-4 11-0-0 16-7-12 24-0-11 %3-5 38-8-3 44-4-0 1-4-0 6-4-0 4-7-12 5 7-12 7-415 7-2-10 7-4-15 5 PVMV�_ Scale = 1:78.1 5x6 = 3x4 = 5x6 = 5x6 = 4x4 = 2x4 II 4 5 23 624 725 8 26 9 17 16 ,,. �, �.. ,� ..,. ,.. ,� ,., ,.� , , ..,. ..� 10 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 S-dam 4-7-17 R-5-1� B-7-5 P-9-4 8-5-19 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.44 13-14 >999 240 MT20 244/l90 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.68 14-16 >778 180 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.19 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 244 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 'Except` BOT CHORD Rigid ceiling directly applied. 2-15: 2x4 SP No.2 WEBS 1 Row at midpt 5-16, 7-11, 8-10 WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-3-8, 2=0-8-0 Max Harz 2=405(LC 12) Max Uplift 10=-941(LC 12), 2=1015(LC 12) Max Grav 10=1886(LC 17), 2=2024(LC 17) 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, 5-16=-1002/524, 5-14=-73/459, 6-13=-395/382, 7-13=270/768, 7-11 =-1 268/805, 8-11=-574/1494, B-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(l) 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 = 10.0psf.. 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) jhis 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. ,` SOP G E No, 68182 : � S OF ,; 441 J#ss`O,� A1.i Joaquin ,V61ez PE'No.68182 Mirek'USA; Inc: FL.C6rt 66A 6964:10arke 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 desigmparamelers 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 SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Sufte 203 Waldorf, MD 20601 Tampa, FL 36610 ID:?l YDfitmYJ 1 NmupVDA3te2z4H2S-CYUJPVldm ul5Sv7otJ56ZBLdLsuljgYLh]vMnozMVZ? 1-4- 6 4-1 9-0-0 15-4-15 22-5-11 30-10-5 37-11-2 44-4-0 1-4-0 6-4-1 2-7-15 6-4-15 7-0-13 8-4-9 7-0-13 ' 6-4-14 Scale = 1:78.1 5x6 = 3x4 = 5x6 = 5x6 = 3x4 II 3x6 = 6.00 12 ,` 4 22 235 24 6 25 7 1a 15 3x6 = 3x8 = 5x6 WB = 9-0-0 14 3x4 = 13 12 11 3x4 = 4x4 = 4x6 = 10 6x8 = LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCDL 7.0 Plate Grip DOL 1.25 Lumber DOL 1.25 TC 0.81 BC 0.74 Vert(LL) 0.58 13-14 >912 240 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.98 Vert(CT) Horz(CT) -0.74 13-14 >715 180 0.20 10 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 229lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 5-16, 8-10 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, 10-1 1=-1 190/1959 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 zbne;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. ,`.olillp �oPpUiN No, 68182 we ST OF 40 % Tampa FL 33610 April 28,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid 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 Mi F is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance re fabrication, storage, delivery, erection and bracing of trusses angarding the d truss systems, see ANSM11 Quality Criteria, DSB-89 and BCSI Building Component Blvd. Tampa, Parke Easte 6904 ParkEast Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 2060136610 Job Truss Truss Type Qty Ply LOT 17 PH3 WATERSTONE T23735368 2753770 A17 Half Hip Girder 1 Job Reference (optional) 'Builders Flrstbource (Plant Olty, I-L), Plant Glty, FL - 33btir, o.43u s Apr to tut -I Ivu I eK inausmes, urc. I ue API tf i o.ou.0 tut I rdye I ID:?l YDfltmYJ 1 NmupVDA3te2z4H2S-ZVHCSDMmbQwNYg?mgshHGE2Xwtit01j4rad7S?zMVYw f1-4-Q 7-0-0 9-11-0 15-2-0 20-5-0 25-8-0 30-11-0 36-2-0 41-5-0 44-4-0 1-45-3-0 5-3-0 5-3-0 5-3-0 5-3-0 5-3-0 2-11-0 6x8 = 7x8 = 7x8 = 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 Scale = 1:78.1 2x4 II 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 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 TCDL 7.0 Lumber DOL 1.25 BC 0.31 BCLL 0.0 Rep Stress Incr NO WB 0.60 BCDL 10.0 Code FBC2020/TP12014 Matrix -MS LUMBER - TOP CHORD 2x6 SP No.2 *Except* 1-3: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 33-6-8 DEFL. in (loc) Well L/d Vert(LL) 0.57 16-17 >931 240 Vert(CT)-0.6516-17 >817 180 Horz(CT) 0.12 12 n/a n/a 38-M PLATES GRIP MT20 244/190 Weight: 591 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-8-7 oc bracing. REACTIONS. (size) 12=0-3-8, 2=0-8-0 Max Horz 2=276(LC 8) Max Uplift 12=-2052(LC 5). 2=1875(LC 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=1344/2604, 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 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chards connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; 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. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 4x4 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 101 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 12=2052,2=1875. ,,,��j1111111/���', NO. 6$182 S OF •,�SS�ONA� E��`��: Joaquin Velez Pi 6.6182 M7ek USA, Inc: FL CM 6634 .6904:Parke East Blvd. Tampa FL 33610 bate: April 28,2021 :ontinued on Daae 2 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE. USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 17 PH3 WATERSTONE 2753770 A17 Half Hip Girder 1 T23735368 . Job Reference (optional) - -- - .------• --'• •-• • •-.." • -„ . - 11 mow, .. - -- , a.4ov s Hpr zu zuzi ivu I eK Inaustnes, Inc. I ue Apr 27 13:30:27 2021 Page 2 NOTES- ID:71 YDfltmYJ1 Nm upVDA3te2z4H2S-ZVHCSDMm bQwNYg7mgshHG E2Xwtit01j4rad7S7zMVYw 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 lb 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 lb 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 down 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(1]1) 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(B) 47=41(B) 48=-41(B) 49=-41(B) 50=-41(B) 51=-41(B) 52=41(B) 53=41(B) 54=-41(B) 55=-41(B) ® 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, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing .M iTek� is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding, the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and 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 17 PH3 WATERSTONE T23735369 2753770 B01 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 13:30:30 2021 Page 1 ID:?1YDfItmYJ1 NmupVDA3te2z4H2S-z4zK5EPeuLlyP7kKL_E_usg?64Z?bKuWXYrn2KzMVYt i-1-4-0 6-6-8 7-1% 10-3-0 15-0-0 21-6-12 28-8-0 i30-0-0 1-4-0 6-6-8 1-3-15 2-4-1.5 4 8-10 6-6-12 7-1-4 Scale = 1:53.1 5x6 = 3x4 = 3x4 = 3x4 = 4x6 = 3x4 = 3x4 = 6-6-8 1 19-6-14 28-8-0 %3-0 6-6-8 3 8-14 9-3-8 9-1-3 Plate Offsets (X,Y)--[3:0-3-8,0-2-41,[6:0-4-0,0-3-01,[7:0-0-12,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.30 9-11 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.51 9-11 >673 180 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 140 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=308(LC 10) Max Uplift 2=-711(LC 12), 7=-711(LC 12) Max Grav 2=1307(LC 17), 7=1309(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2147/1810, 3-4=-194011768, 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=-129911814 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; 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(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 for zone;C-C members and forces & MWFRS for reactions shown; Lumber DOL=1.60 DOL=1.60 ,�� . v N P.Q • •F� �' - plate grip 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �� . . • I�, F �j ,�. to the this truss ��� GCE' N �� '�:� SF�•• �i use of component. 4) Provide adequate drainage to prevent water ponding. N O 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 load * ;• for a live 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) 2=711,7=711. O'F 44/: 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum00 sheetrock be directly to the bottom _ ((� ��. T Q applied chord. .!C :.' �% �i�Fs • 0.•• O R11 .. � G�,�� Joaquin Velez PE-Nd:68182 Mfrek USA, Inc. FL Cert 6634 .6964: Parke East Bivd. 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 ANSI/TPI1 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 Truss Truss Type Qty Ply LOT 17 PH3 WATERSTONE T23735370 602 SPECIAL 1 1 � ' 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 13:30:32 2021 Page 1 ID:?1 YDfItmYJ1 NmupVDA3te2z4H2S-wT55 WwQvQyYgeRujTPHSzHmJNuFQ3ESp?sKu7DzMVYr -1-4-0 4-6-8 5-10-7 10-35 1%0 0 21-6-12 28-8-0 30-0-0 1-4-0 4-6-8 1-3-15 4-4-14 9-8-11 6-6-12 7-1-4 1-4-0 Scale = 1:53.1 4x6 = 3x4 = 3x4 = 4x8 = 4x6 = 3x4 = 3x4 = 10-3-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid 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) -0.54 10-12 >642 180 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 144 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-12 REACTIONS. (size) 2=0-8-0, B=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, 34=-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; 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(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 4-6-8, Comer(3E) 4-6-8 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 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 bottomchord 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 Gt=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. 4U I N V r�r114i i; % pP` ; No 681`82 l ST OF • �U i0.40 . C O R:�'Q it Blvd. Tampa FL W..10 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 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 MITPr'Ce 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/7P11, 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 17 PH3 WATERSTONE T23735371 2753770 B03 Roof Special Girder 1 1 Job Reference (optional) builders FirstSource (Plant City, FL), Plant City, FL - 33557, 6.43U s Apr 2U 2u21 MI I eK Inaustrles, Inc. I ue Apr Z/ 1:3:3U:3f ZUZI rage 1 ID:ZzuNOAdEBoQdU2OWuKTi6czl Ulk-GQu_ZdU1 EVBylCmhGzsdgLTFLv_XkVfy872foQzMVym -1-4-0 2-6-8 3-1% 9-5-3 15-0-0 20-1-12 25-7-0 , 1 4-0 2-61 1-3-15 1 5-6-12 5-6-12 5-1-12 5 5 4 all 4x4 = 3x4 = HTU262x4 II 5x8 = 3x8 = 3x4 = 3x6 II 3x4 = Scale = 1:49.8 2-6-8 , 3-10-7 , 9-5-3 15-0-0 20-1-12 25-7-0 , 2-6-8 1-3-15 5-6-12 5-6-12 5-1-12 5-5A Plate Offsets (X,Y)-- [2:0-0-4,Edge),13:0-5-4,0-2-01,112:0-2-4,0-3-01 LOADING (psf) SPACING- 2-G-0 CSI. DEFL. in (loc) I/dell 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 FBC2020/TPI2014 Matrix -MS Weight: 147lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-8-7 oc bracing. REACTIONS. (size) 2=0-8-0, 9=0-3-0 Max Horz 2=270(LC 7) Max Uplift 2=850(LC 8), 9=545(1_13 8) Max Grav 2=1389(LC 1), 9=967(LC 1) FORCES. (lb) -Max. Camp./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 NOTES- 1) Unbalanced roof live loads have been considered for this design. ,Q[�� I I (l�Llf' 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=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 DOL=1.60 �0 ,. �U"I N plate grip 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ���' ,� G E N •. �i to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. �� .'��;� F N,O 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 live load 20.Opsf bottom 3-6-0 * •; *. a of on the chord in all areas where a rectangle 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=850, 9=545. i •• S OF - 4U 8) Use Simpson Strong -Tie HTU26 (10-10d Girder, 14-10dxl 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. ���S -� R:} G. i% 1 O) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). J#� LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Joaquin Velez PE N0:68182 Uniform Loads (plf) MiTek USA, Inc.R Celt 6634 Vert: 1-3=-54, 3-4=54, 4-6=-54, 6.8=-54, 9-15=-20 .6904:Parke East Blvd. Tampa FL 33610 Date: April 28,2021 Continued on Daae 2 ® WARNING - Very 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 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/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type 2753770 B03 Roof Special Girder Builders FirstSource (Plant City, FL), Plant City, FL - 33567, LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 18=401(F) Ply I LOT 17 T23735371 I I I Job Reference (optional) 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:30:37 2021 Page 2 ID:ZzuNOAdEBoQdU20WuKTi6czl Ulk-GQu_ZdU1 EVByICmhGzsdgLTFLv_XkVfYB72foQzMVYm 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 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 verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 17 PH3 WATERSTONE T23735372 2753770 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 ZU21 Page 1 ID:ZzuNOAdEBoQdU20WuKTi6czl Ulk-DpOk_JWlm6Rg_Ww3NNv5lmYb?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 = 3x4 = 3x4 = 3x6 = 6xe = 4x6 11 Scale = 1:46.1 8-7-1 i 17-8-13 i 23-9-0 8-7-1 9-1-12 6-0-3 ' LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.28 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.44 7-9 >645 180 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 121lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 6=0-3-0 Max Horz 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 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 13-2-0, Exterior(2R) 13-2-0 ��11.11111�� 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 DOL=1.60 grip 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �� , Ci E 2 40 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. N,o, 68 t,'82 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 BCDL = , will fit between the bottom chord and any other members, with 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 atjoint(s) except (jt=lb) �'p :,t':,� 1=489, 6=ass. S- OF [u, 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the tap chord and 1/2" gypsum be directly to the bottom chord. <(j sheetrock applied Joaquin Velez PE No,'68182 MITek'USA;Inc:FL Left 6634. • .'6904;17arke East,Blvd. Tampa FL 33610 bate: April 28,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TFl1 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 17 PH3 WATERSTONE 2753770 B05 Roof Special 1 1 T23735373 Job Reference (optional) �Iiy, rL - 0000r , 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:30:41 2021 Page l ID:ZzuNOAdEBoQdU2OWuKTi6czl Ulk-9C7UO?XYIjhODp4SVoxZgBdxKWNNgLg8310sxBzMVYi -1-4-0 5-5-12 8-6-8 9-1% 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 4-5-8 1-4-1 6-5-1 6-6-15 1-4-0 4x6 = 4x6 = Scale = 1:53.5 3x4 i 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. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Lid 0.21 13-15 >999 240 -0.25 16-19 >999 180 0.07 9 n/a rile PLATES GRIP MT20 244/190 Weight: 155 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 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(LC 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. ,,'1f 1/". 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 8-6-8, Exterior(2E) 8-6-8 �� .4I ` 1N ��, P.QU VF� ,��j. 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(l) 19-8-0 to 30-0-0 41. . �I �. 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 this NO 68182 use of truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. =_ 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. S ' -F 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) i� � 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 applieddirectly to the bottom chord. ;O%N A: Q, i ��j .`` •:; R �� ` �� J*S 11�,ONA,,,,, Tampa FL 33610 April 28,2021 �— A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/1.9/2020 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 Rl� 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/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 17 PH3 WATERSTONE T23735374 2753770 B06 Roof 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 13:30:42 2021 Page 1 ID:ZzuNOAdEBoQdU2OWuKTi6czl Ulk-dOhscLYA31 pFrzfe2WSoNOA7ewm2PtgHIPIQUezMVYh 12-3-15 -td-0 6-4-12 10." 11-10-7 17-8-0 22-34 28-8-0 30-0-0 1-4-0 6-4-12 4-1-12 1-3-15 S 5-4-1 4-7-4 6-412 4x6 = 4x8 = 3x4 = 4 as a 6 24 4x8 = 25 7 Scale = 1:53.1 3x4 — 2x4 II 3x4 = 5x8 = 3x4 = 2x4 II 3x4 = 12-3-15 6-412 10-6-8 l l-147 17-8-0 22-3-4 28-8-0 6-IL 2 4-1-12 1-3-15 -5- 5-4-1 4-7-0 6-4-12 Plate Offsets (X,Y)--[4:0-5-4,0.2-0),[7:0-5-4,0-2-0),[13:0-2-0,0-3-0) 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 0.47 Vert(LL) 0.13 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.18 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC2020/T.PI2014 Matrix -AS Weight: 160lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP Ne.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=254(LC 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=-1938/1362, 3-4=-1538/1212, 4-5=-1364/1168, 5-6=1268/1088, 6-7=-1362/1185, 7-8=-1514/1197,8-9=-1938/1365 BOT CHORD 2-15=1061/1714, 14-15=-1061/1714, 13-14=-732/1328, 12-13=-727/1305, 11-12=-1073/1677, 9-11 =-1 073/1677 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. ,I1118t jij. 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, Extedor(2E) ,0 USN 1 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 J* 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. N.O, 68182 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. ` S OF (V 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 0 1, (( j 2=711, 9=711. •♦.;e,\ 440 P� _ �• 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 ♦i `'. • ' 0 R- Q sheetrock be applied directly to the bottom chord. s/O 11111.. Joaquin 1/elez PE Nti:66182 Mrek USA; Inc. FL Celt 6634 6904:Parke East Bb Wd. 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. 5/19Y1020 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 I Truss Truss Type Qty Ply LOT 17 2753770 B07 T23735375 Hip 1 1 Job Reference (optiona0 Builders FlrstSource (Plant City, FL), Plant City, FL 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:30:44 2021 Page 1 ID:ZzuNOAdE BOQdU20 WuKTi6czl U Ik-Znpol 1 ZRbe3z4Hpl AxUGSpFUdjP3tn?aljEXYWzMVYf 1 401 6-3-3 9-0-0 14-4-0 19-8-0 22-4-12 28-8-0 30-0-0 1-40 6-3-3 2-8-13 5-4-0 5-4-0 2-8-13 6-3-3 1-4-0 4x4 = 3x8 = 4x4 = 4 22 523 24 25 6 4x4 = 3x8 = 3x4 = 2x4 II 3x8 = 4x4 = 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 FBC2020ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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) Scale = 1:52.1� 14-4-0 19-8-0 28-8-0 5-4-0 5-4-0 9-0-0 CSI. DEFL. in (lac) I/dell L/d PLATES GRIP TC 0.44 Vert(LL) -0.16 13-16 >999 240 MT20 244/190 BC 0.74 Vert(CT) -0.34 13-16 >999 180 WB 0.34 Horz(CT) 0.07 8 n/a n/a Matrix -AS Weight: 143 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=-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 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 19-8-0, Exteriar(2R) 19-8-0 to 25-3-14, Interior(1) 25-3-14 to30-0-0 zone;C-C far 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 Ib uplift at joint(s) except Qt=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. ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-74M 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, thebuilding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web -and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPH Quality Criteria, DSB-89.and BCSI Building Component Sarety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 �ft No ,68182 ST :OF ,ZU T Ri1P �. Jeaqu)n Velez PE N0iiI82 MRek USA,,Im.FL'Cert 6634. 69t)4'Parke;East Biv6. Tampa FL 336,10 Dace' April 28,2021 MiTek" . 6904 Parke Fast Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 17 PH3 WATERSTONE T23735376 2753770 B08 HIP GIRDER 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 13:30:45 2021 Page 1 ID:ZzuNOAdEBoQdU2OWuKTi6czlUlk-1zN?ENa3MyBgiRNDke?V?lofs7opcGzk—N-44zzMVYe i-1-4-0 7-0-0 11-11-4 16-8-12 21-8-0 i 28-8-0 30-0-0 1-4-0 7-00 4 T 4-9-8 4-1111 7-0-0 Scale = 1:52.1 4x8 = 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 = 3x8 = HTU26 Special 3x4 = 7-0-0 11-11-4 16-8-12 21-8-0 28-8-0 7-0-0 4-11-4 4-9-8 4-11-0 7-0-0 Plate Offsets (X Y)-- [2:0-2-0,Edge] [3:0-5-4,0-2-0] [7:0-1-4,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.16 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.18 9-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT) 0.05 7 n/a nla BCDL 10.0 Code FBC2020/TP12014 Matrix -MS 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 Nc.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, 5-1 0=-1 54/404, 5-9=-700/362, 6-9=469/1105 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. N Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads to if front back face in the LOAD CASE(S) Ply to ,,i� PQU p are considered equally applied all plies, except noted as (F) or (B) section. have been to distribute loads indicated. `��4 ,O ENS' F ply connections provided only noted as (F) or (B), unless otherwise ♦ �i 3) Unbalanced roof live loads have been considered for this design. NQ 681' 82 y 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; GCpi=0.18; Lumber DOL=1.60 DOL=1.60 Encl., MWFRS (directional); plate grip 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. EMS 6) Provide adequate drainage to prevent water ponding. 0, -ST 'OF : 41J 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . 06. ���:.T,[� �I '+� R '% will fit between the bottom chord and any other members. Provide mechanical connection (by others of truss to bearing late capable of withstanding 100 lb uplift at'oint s except `' at —lb)'% 2=944, 7=1270. 10) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 0-10-3 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. Joagliln VeI6YPE No' 9182 11) Fill all nail holes where hanger is in contact with lumber. M[Te. A; rl FL CCIt 6634. 12)" "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25') toe -nails per NDS guidlines. .6 a, Blvd Tampa FL 33610 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 Defer 21-8-0 on top chord, and 360lb down and 188 lb up at 21-6-15 on bottom chord. The design/selection of such connection April 28,2021 Cont de$lllieAl 2responsibility of others ® 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 ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Qty I Ply I LOT 17 PH3 Job IB08 Truss Truss Type 2753770 HIP GIRDER (Plant City, FL), Plant City, FL - 33567, 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= 1117(B) 21=-390(B) 22=-59(B) 1 T23735376 2 1 Job Reference (optional) 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:30:45 2021 Page 2 ID:ZzuNOAdEBoQdU2OWuKTi6czlUlk-1zN?ENa3MyBgiRNDke?V?lofs7opcGzk N_44zzMVYe ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 6I19/2020 BEFORE -USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individualbuilding 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/TF11 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 Cty Ply LOT 17 PH3 WATERSTONE T23735377 2753770 C1 Jack -Open 11 1 Job Reference o tional 'Builders FirslSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:30:47 2021 Page 1 I D:YARq C U hM7 owkV EMpP Nj efGzAwvz-_MV If2cJuZRYykXcr32z4Stofxbg4D?ORhTB9rzM V Yc -1-4-0 0-11- , 1-4-0 0-111 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip.DOL 1.25 TC 0.26 TCDL 7.0 Lumber DOL 1.25 BC 0.05 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-3(LC 1), 2=-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. Scale = 1:7.6 DEFL. in (IDc) I/defl L/d PLATES GRIP Vert(LL) 0.00 5 >999 240 MT20 244/190 Vert(CT) 0.00 5 >999 180 Horz(CT) 0.00 4 rile n/a Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; 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 honconcurrent with any other jive 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 at=lb) 2=226. �(11111111i ♦♦% Pdo IN VF���i�i ♦ �. N:o, .6.81'82 ST OF •�� R.1.� E?\ Joaquin: Velez PE No.68182 MITWUSA, lnc: FL Cert 6 A. ,6960ark6tast Blvd: Tampa FL 33610 f]afe: 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 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 Job Truss Truss Type City Ply LOT 17 PH3 WATERSTONE 2753770 C1A JACK -OPEN 1 1 Job Reference (optional) T23735378 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:30:48 2021 Page 1 ID: lw02l XC_HmZ6QV2eJF3B G5zTVtg-SY28sOdxetZPZu6oPmZCcfQFFKxOpgFAgLCkhHzMVYb 0-11-4 0-11-4 Scale = 1:6.9 V 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/defl L/d 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 Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 3lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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 Gram 1=35(LC 17), 2=22(LC 17). 3=17(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 cc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 8=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 coyers 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).1, 2, 3. 1111%II Pdu I N VFW 681'82 S OF �f1P A" ♦,i�sONA Joaquln VelezPE 6.68182. MiTek USAJnc:.k Cart 6634 6904 Parke East Blvd. Tampa,FL W10 6W. 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 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 MITe'C� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPil 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 17 PH3 WATERSTONE T23735379 2753770 C1 P JACK -OPEN 4 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 13:30:51 2021 Page 1 I D:71 YDfItmYJ 1 NmupVDA3te2z4H2S-s7kGV QfgxoyzQMrN4v6vEI2hfYz001_cMJROlczMVYY 1-4-0 0-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.00 5 >999 240 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 LUMBER - TOP CHORD 2x4 SIP No.2 BOT CHORD 2x4 SIP No.2 REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=6(LC 9), 2=-246(LC 12), 4=-23(LC 17) Max Grav 3=17(LC 12). 2=158(LC 1), 4=37(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:7.6 PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 131=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 joint(s) 3, 4 except 0=1b) 2=246. ,,��OPQ`U No 681'82 9 -S O F 41 0 Joaquin Velez PEN6.69182 MiTek USA; Inc. FL bit 6834 6904:15arke, East 131A. 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 WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTF11 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 PlyTJ.b PH3 WATERSTONE 2753770 C1V Jack -Open 2 T23735380 erence o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:30:54 2021 Paqe 1 !U.411 ]uLnwCuurgyenamnry u /zg_vvx-uluH /RhiEjKYHpZyll gcswgDul_KDNk22Hf2vxzMV W -1-4-0 0-11-4 1-4-0 0-114 Scale = 1:7.6 t"IOIC VllbULb {A T)-- IL.U-U-IS CG of LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 PLATES GRIP Vert(LL) 0.00 7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 7 >999 180 MT20 244/190 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: 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 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 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=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 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. ���t If 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify �� PQ -IN I' capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 3, 4 except ,�, f� ��� ,O •� G E N_S `..��'j �; �`••.: 2=210. Qt=lb) ,e .� No, 6818.2 : 9 S OF - 4U,' (cis: q `S'S�QNA� tE��•: Joag6ili Velez PEN0:66182 MiTek USA, Inc: K Cert 615A , ,6904:0arke East Blvd: Tampa FL 33610 safe: April 28,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-7473 rev. 5/I9/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component Safety /nfdrmationavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ParkeEast 6904 Parke East Blvd. Tampa, Job Truss Truss Type Qty Ply LOT 17 PH3 WATERSTONE T23735381 2753770 C3 Jack -Open 9 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 13:30:56 2021 Page 1 Scale = 1:12.7 2-11-4 2-11-4 Plate Offsets (X,Y)-- [2:0-0-4,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl 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 rile 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. (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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to for truss to truss connections. 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)OP.Q V N plate 2=245. Np, 68182 = r r � 'S OF �U+ o <v 0 ,C.�O„ R N JoaquinVeleY PE Nd.68182 • MIT& usk 6c. FL Cert 6634- ,69Q4.'i;R ,East•Blvd. Tampa FL 33610 Date: April 28,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 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 w, AA iTek• building design. Bradng 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 iYl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 17 PH3 WATERSTONE T23735382 2753770 C3A Jack -Open 1 1 Job Reference o tional 6w16 a ri—ouuutl trlanr City, FL), Flan[ Chy, FL - 33567, 2x4 = 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:30:57 2021 Page 1 I D:?l YDfltmYJ 1 NmupVDA3te2z4H2S-hH5XITkaXei78HIXR9DJUZlm LzzkQkTVI Fuj WGzMVYS Scale: 1"=1' . LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (IDc) I/dell 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: 9lb 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 Harz 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 1, 2, 3. �Y� PpUINF< No .68182 STAV OF '•�U'. 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 guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP/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 17 PH3 WATERSTONE T23735383 2753770 C3C JACK -OPEN 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 13:30:58 2021 Page 1 ID:zm bLkv5ELIDtgyehSMnN D7z4_Wx-9TfwzpkD lyq_mRtj_tkYOmggzMAx98yezvdG2izMVYR 1 4-0 2-11-4 1-4-0 2-11-4 Scale = 1:12.7 I6 2-0-0 2-11-4 2-0-0 0-11-4 Plate Offsets (X,Y)-- [2:Edge,0-0-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid 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. Comp./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 Exterior(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. This uss has been designed for a 10.0 tom chord live load nonconcurrent with any other ve loads. rtruss 11I1111 psf Thishas been designed fora lie load otf 20.Opsf on the bottom chord in all areas where allrectangle 3-6-0 tall by 2-0-0 wide 4) %,,i', fit between bottom will the chord and any other members. 5) Refer to for truss to truss ��� ,� G E Iv. S�•.� ice, girder(s) connections. ,� �.'v\ 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at=lb) N;o 6;81.8,2 4=115, 5=150, 6=667. S OF �•11P i� T R.1 '182 Joag6ln ,Velez pE No MITek USA; Ipc A Deft 6634 6904;Parke East -Blvd. Tampa FL 3361Q b8t6 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 Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss 2753770 I C3P I JACK -OPEN Qty I Ply I LOT 17 PH3 T23735384 Builders FirstSource.(Plant City, FL), Int City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:30:59 2021 Page 1 -1-4-0 ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-dfDIA91t3FyrOaSvYaGnZ N3emeRuezoCZNpa9zMVYQ 2-11-0 1-4-0 2-11-4 LOADING (psi) 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 Scale = 1:12.7� N u> CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TC 0.32 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 BC 0.24 Vert(CT) 0.02 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. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 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. (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=oft; 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=245. No 681'82 'R . ��O S T O F t��U i��ssl.0 N A Ile Joaquiri Velez PE Nd.68182 Mfiek 1j0; Inc:.FL Ci rt 6`04 6804;Parke East Blvd. Tampa FL W10 Date: 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 guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 17 PH3 WATERSTONE T23735385 2753770 C3V Jack -Open 2 1 Jab Reference (optional) -Builders FirslSource (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 I D: zm b Lkv5E LI DtgyehSMn N D7z4_Wx-5sng 0 VmTgZ4i7k166ln06BwFNAOS d5 Dx RC6 N6bzMVYP 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/TP12014 LUMBER - TOP CHORD 2x4 SIP 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 N1 0 CSI. DEFL. in (loc) I/defl Ud 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 Ito 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. 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 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 ANSUTPI 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 Ito uplift at joint(s) 3 except 0=11b) 2=174. ,,rrlit,I..� .�N PQvl:N i N,o 68182 Atli := �= ST OF '.44/- Joaquln Velez PE`Nd,68182 Mfrek USA(toc: fL Cert 66A ,69114:15arkeEastBlvd. Tampa FL 33610 Date: April 28,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19Q020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and 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 2753770 IC5 Truss Jack -Open Ply I LOT T23735386 Builders FirstSource Plant City, FL - 33 -1-4-0 3x4 = 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:31:01 2021 Page 1 ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-Z2L2brn5btCZduclg?IFePSMOaGTMYT4fsswf1 zMVYO 4-11-4 4-11-4 Scale = 1:17.6 ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.07 4-7 >897 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(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. 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; 13=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 chard 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) 3=128, 2=196. 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. No.681.,8,2 S OF w: Joaquln Velez PE NdX8162 MiTek USA;; Inc: FL, Geit 6634. 6904:Parke, EastBipd, Tampa:FL 33610 Defer April 28,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFOREUSE. ��° 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 ANSIVTP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 17 PH3 WATERSTONE T23735387 2753770 C5A 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 13:31:02 2021 Page 1 ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-1 EvQpBnjLAKPF2BUDjpUBc?WY_bN5?iEuWbUBUzMVYN 4-11.4 4-11-4 Scale = 1:16.9 3x4 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell Ltd PLATES GRIP TCLL 20.0 Plate Grip DO 1.25 TC 0.60 Vert(LL) 0.08 3-6 >749 240 MT20 244/190 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 FBC2020/TPI2014 Matrix -AS Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD 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. Structural wood sheathing directly applied. 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(21R) 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 3-6-0 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) 1, 3 except (jt=lb) 2=138. 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. 1111 ,0� PQU I N VFW 'fife, .`," �O '•GLENS:'"•�� RQ 681`82 j :�'•• S T OF '.'0.�' Joaquln Velez PE Nd68182 MgelkUSA; Inc: FL 6ft 6634 .6904:Parke"East Blvd. Tampa FL 33610 Date: April 28,2021 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51I M020 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 4 ek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Mi l fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and 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 s Truss Type Qty Ply LOT 17 PH3 WATERSTONE 2753770 TC5V Jack -Open 2 1 T23735388 R. iliriore rDlanl r`i1.• CI \ PI Job Reference (optional) an City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:31:07 2021 Page 1 I D: zm b Lkv5 E L I D tq y e h S M n N D 7z4_ Wx-O C i J s u rsAj z i L p3 S O G P fu g i M E? J C m Gyz2 of E s hz M V Y I -1 4-0 4-11-4 1-4-0 4-114 Jx4 i Plate Scale=1:17.6 • 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 0.60 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/TP12014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOPCHORD 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(1_C 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 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 at=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. �li111111fiI P' .AG r No. 681'82 'S T OF �tl �4 S �% Jo*lli Yelez PE No 68182 M1Tek-USAJnc: F 'e .663, .6964:Paike Egt.61vd. Tariipa fL 33610 Datti April 28,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use onlywith MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design. Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 quality Criteria, DSB-99 and BCSI Bull ding 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 17 PH3 WATERSTONE T23735389 2753770 ESP JACK -OPEN 2 1 Job Reference o floral -Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:31:09 2021 Page 1 ID:oQYcScV2rRC1 CVlriBVdCAz3w34-Kag4Hat6iKDQa7Dg8hR7z5oe5ov5EARGV6oLxazMVYG 1-4-0 5-0-0 1-4-0 5-0-0 Scale = 1:17.8 5-0-0 5-0-0 Plate Offsets (X,Y)-- [2:0-0-12,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.19 4-7 >309 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) 0.17 4-7 >340 180 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: 18lb 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=0-4-0, 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 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 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. �{ { 111111j1� 5) Refer to girder(s) for truss to truss connections. QU N V 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=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 �� .'�'�.� `SF�'•�, �i- sheetrock be applied directly to the bottom chord. No 0182 �;. OF ;'4 �00, FS�•04 O R,1 �• \ �c Joaquin Vttlei PE N0. 8,182 Mrek USA; Ioc.-,k heft 6634 6904:tbarlie Eastblvd. 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. 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 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 3 �n .H, a io:o :iuzuzi rages ID:YARgCUhM7owkVEMpPNjefGz1;7-onNSUwukTeLHCHo1h0yMWIKoPCFNzchPkmXvTOzMVYF 7-0-0 1 W7-0-0 yxv — LOADING (psf) SPACING- 2-0-0 CS]. TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 TCDL 7.0 Lumber DOL 1.25 BC 0.86 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020ITP12014 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=-195(LC 12), 2=-217(LC 12) Max Grav 3=198(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:23.1 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.22 4-7 >376 240 MT20 244/190 Vert(CT) -0.21 4-7 >390 180 HOrz(CT) -0.01 3 n/a n/a Weight: 24 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=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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=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. ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suhe 203 Waldorf, MD 20601 Pp�U I N N;o 68T82 S l Q F 14/ . 40. T ♦iF <OR,1Q ♦�. April 28,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 17 PH3 WATERSTONE T23735391 2753770 E7V Jack -Open 4 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 13:31:12 2021 Page 1 I D: YARq C U hM7owkV EM pP NjefGzAwvz-19VCvbv?? Fb? RayP pp_gbj Q780 VAR W B i B40?XuzM V YD -1-4-0 7-0-0 1-4-0 7-0-0 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=-21O(LC 12) Max Grav 3=200(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:22.9 c> c? N DEFL. in (loc) I/deft L/d 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: 25 Ib 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 (jt=lb) 3=200,2=210. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Blvd. Tampa FL 33610 April 28,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/192020 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 ANS//TP11 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 17 PH3 WATERSTONE 2753770 G01 Hip Girder 1 1 T23735392 Job Reference (optional) 11 b _"S „„GU"Ce k ,a,,, any, 11), warn Ony, FL - 0000r, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:31:16 2021 Page 1 ID:?1 YDfItmYJ1 NmupVDA3te2z4H2S-dxljlzyV2U5QwCFA2f3m IZapjdlgNH KI6i?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 = 3 15 16 17 4 2x4 II 3x4 3x4 4x4 = 4x4 = I$ 7-0-0 11-8-0 16-8-0 7-0-0 4-8-0 7-0-0 Plate Offsets (X Y)-- [3:0-5-4 0-2-0) [4:0-3-4 0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 1.00 Vert(LL) 0.18 6-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.19 6-11 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(CT) 0.06 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 78 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied. 3-4: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-5 oc bracing. 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) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) 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. 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 u N to the use of this truss component. 4) Provide �0 � adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 bottom chord live load G psf 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. N,o..681.82 0 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) = 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 S F 7-0-0, 186 lb down and 210 lb up at 9-0-12, and 186 lb down and 210 lb up at 9-7-4, and 215 lb down and 401 lb up at 11-8-0 on i O 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 360 ib 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 the truss front �� �1 s5? of are noted as (F) or back (B). � SON A � LOAD CASE(S) standard ��t� 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 do*ih Velez PE No:66182_ Uniform Loads (plf) MiTek llSA; Inc. FL 6ert 6634 Vert: 1-3=-54, 3-4=-54, 4-5=-54, 9-12=-20 6,904 Parket1 ast Blvd, Tampa FIL W10 Date: Anril 282021 Continued on nacre 2 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �o 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 regardingthe fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TIP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Fast Blvd. Safety/nfotmation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City PIy LOT 17 PH3 WATERSTONE T23735392 2753770 G01 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 13:31:16 2021 Page 2 I D:?l YDfItmYJ1 NmupVDA3te2z4H2S-dxljlzyV2U5QwC FA2f3m IZapjdlgNH KI6i?DggzMVY9 LOAD CASE(S) Standard - Concentrated Loads (Ib) Vert: 3=-117(B) 4=-165(B) 8=-360(B) 6=360(B) 15=-117(B) 16=-117(B) 18=-59(B) 19=59(B) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51I M020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TF11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety In/brmation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 )b Truss Truss Type Qty Ply LOT 17 PH3 WATERSTONE 753770 H1 Diagonal Hip Girder 1 1 Job Reference (optional) T23735393 Builders FirstSource (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:?t YDfItmYJ1 NmupVDA3te2z4H2S-57J5yJz7pnD HYMgNcMa?ln7981 gi6nQRLMkm D6zMVY8 -1-10-10 2-4-4 1-10-10 2-4-4 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 NO BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 2=113(LC 8) Max Uplift 2=239(LC 8) Max Grav 3=32(LC 8), 2=228(LC 1), 4=49(LC 8) Scale = 1:9.4 ` CSI. DEFL, in (loc) I/defl Lid PLATES GRIP TC 0.32 Vert(LL) -0.01 7 >999 240 MT20 244/190 BC 0.11 Vert(CT) -0.01 7 >999 180 WB 0.00 Horz(CT) 0.00 2 n/a file Matrix -MP Weight: 10 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-4 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; VUIt=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) 51 lb 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 IN i No 68182 ir ST OF fit/•: 40 Jtiagtilli Velez PE fVt%66182. MiTek USA; Inc: FL Cert 669 6904:Parke East B1vtl. Tampa FL 33610 date: April 28,2021 AL -- WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5119l2020 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/Tp/f Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke Fast Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 17 PH3 WATERSTONE T23735394 2753770 H5P DIAGONAL HIP GIRDER 2 1 Job Reference (optional) s r-irstaource triani cny, r-L1, rlant Miry, rL - 3Sbbr, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:31:18 2021 Page 1 ID:oQYcScV2rRC1 CVlri8VdCAz3w34-ZJsT9fIa5L8AVPZ945Eq_fJbQ4XrDDaaOUKIYzMVY7 -1-10-10 4-2-5 7-0-14 1-10-10 4-25 2-10-9 Scale = 1:17.6 3x4 = 1 6-11-6 7-0-14 6-11-6 Plate Offsets (X,Y)-- [2:0-0-10,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udefl 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: 29 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 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 Grav 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. 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 QU I N P.-•:,,., VF� ��j ♦� will fit between the bottom chord and an other members. y 6) Refer to for truss to � J ,.•' G E fV. �� girder(s) truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except at=lb) N.o •;' z=aas, s=2ao. 8) Hanger(s) or other connection device(s) shall be sufficient to support concentrated load(s) 3 lb down and 60 lb up at ,68182 * ; *. provided . 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 Ib 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 4 lb 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). .13 ST` OF 44/ IZ o 0 -� LOAD CASE(S) Standard 0�j .``. • Ft• 1 9:•' GN,♦♦ I� S• �.. ..,.• 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads '0it N A (plf) ��t♦ Vert: 1-4=-54, 5-7=20 Concentrated Loads (lb) Joaquin VelezPE-No.68182 • Vert: 3=60(B) 12=69(F=-5, B=74) Mrrek USA; )QC..FL &eft 66A ,6904:Parke East Blvd. TAmpa FL 33610 M(6: April 28,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II.7473 rev. 6/192020 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 1� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i1AiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply LOT 17 PH3 WATERSTONE JTruss T23735395 2753770 DIAGONAL HIP GIRDER 5 1 Job Reference o tional tr,d, �� �Ity, r�/, ndi It Ugly, rL - 0000r, o.43t1 s Apr 2U zu21 MI I ek 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 4-7-12 0 12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/dell Lid 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: 43 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-0 cc 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 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 v) N will fit between the bottom chord and any other members. ,��% ,� PQ 5) Refer to girder(s) for truss to truss connections. 6) Provide ��= mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb)SF'•.. 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 N'O. 68182 1-5-12, 64 lb down and 18 Ib 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 Ib down and 155 lb up at 7-1-10 on top chord, and 41 lb up at 1-5-12, 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. 9 ti►. S OFS) 8) In the LOAD CASEsection, loads applied to the face of the truss are noted as front (F) or back (B). i�0 LOAD CASE(S) Standard 1)Dead + Roof �� • ; O Uniform Loatd;i(41�b5a4ta58d20Lumberincrease=1.25,Platelncrease=1.25 1111.. Concentrated Loads (lb) 4oaquln.Velez PE No.68182 Vert: 13=75(F=-37, B=-37) 15=10(F=5, B=-5) 16=-57(1`=28, B=-28) Mlfek USA; In¢: FL to t, A, 6.904:Pafke 69. Blvd Tampa FL 33. 00 Date: 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 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 ANSI/7P/1 Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Salefy Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 17 P113 WATERSTONE T23735396 2753770 H7V Diagonal Hip Girder 1 1 Job Reference (optional) -tdullaers Firstbource (Hlant city, FL), Hlant Oity, FL - 33557, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 2713:31:20 2021 Page 1 ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-Wi EaK?06ibsPpZyHV8ivPl4Eh3JOXt1KzQgRzMVY5 -1-10-10 4-5-11 9-10-13 1-10-1- 4-5-11 5-5-2 Scale = 1:22.6 4 N ri N N f� 3x4 0-Q3 4-5-11 9-10-13 0- -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 TIC 0.68 Vert(LL) 0.10 6-7 >999 240 MT20 2441190 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/TPI2014 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 Harz 2=278(LC 8) Max Uplift 4=-182(LC 8). 5=101(LC 9), 2=283(1_C 8) Max Grav 4=162(LC 1), 5=261(LC 1), 2=418(LC 1) FORCES. (lb) -Max. Comp./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. ,,�(f 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide fit between 0%- U IN F� �j• will the bottom chard and any other members. ��. PQ. �,,; ,;,,• 5) Refer to girder(s) for truss to truss connections. %%� ,� "• (, E N I .- \' `SF•'. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/rPl 1 angle to grain formula. Building designer should verify �� capacity of bearing surface. i N O 68.1 82 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) •; 4=182, 5=101, 2=283. * ;• *. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb dawn and 50 lb up at 1-5-12, 60 lb down and 50 lb up at 1-5-12, 7lb down and 103lb up at 4-3-11, 7lb down and 103 lb up at 4-3-11, and 38 lb down 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 lb up at 1-5-12, 1 lb - 9 :• S0 F �• (V down and 15 lb up at 4-3-11, 1 lb down and 15 lb up at 4-3-11, and 29 lb down and 6 lb up at 7-1-10, and 29 lb down and 6 lb up at G. i• ' 7-1-10 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). oo. T[�',.�' Qom..• �� �i •' �� O R'-•'•` '�� •`:. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Joaquln.Velez PE Nd,68182 • Vert: 1-4=-54, 5-8=-20 Mfrek USA, Inc. FL Left 6634 .6904 Parke East Blvd. Tampa FL 33610 Date:. April 28,2021 Continued on Dacia 2 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE: ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to Prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYT17/1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety/ntormation available from Truss Plate Institute, 2670 Crain Highway, Suke 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 17 PH3 WATERSTONE 2753770 H7V Diagonal Hip Girder 1 1 T23735396 Rnildors Flr.tc­„r�o (PI—f rnt„ ri oi....r �:... Job Reference (optional) -- 6.4.36 s Hpr zu zuzi ml I eK maustrles, Inc. I ue Apr 27 13:31:20 2021 Page 2 ID:zmbLkv5ELlDtgyehSMnND7z4_Wx-Wi_EaK?06ibsPpZyHVBivPIZjEh3JOXt1 KzQgRzMVYS LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=32(F=16, 13=16) 7=-2(F=-1, B=-1) 11=38(F=19, B=19) 12=77(F=-38, 131=38) 13=54(F=27, 13=27) 14=55(1`=27, B=-27) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I19I2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type City Ply LOT 17 PH3 WATERSTONET23735397 T 2753770 Hip Girder 1 1 Job Reference (optional) -Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr20 2021 MiTek Industries, Inc. Tue Apr 27 13:31:21 2021 Page 1 I D:zmbLkv5ELlDtgyehSMnND7z4_Wx-_UYcogOetOjj 1 z88rCfxSdHh_e082Z51 G_i_MtzMVY4 -1-4-0 1-10� 5-0-0 5-8-1 8-9-12 10-8-0 12-0-0 1-4-0 ' 1-10� ' 3-1-12 0-8-1 3-1-11 1-10� 1-4-0 Scale = 1:21.7 4x8 = 17 4 3x6 11 3x4 = 1-8-8 1-1 5-0-0 5-B-1 8-9-12 10-6-0 1-8-8 0- - 2 3-1-12 0-8-1 3-1-11 1-10-4 Plate Offsets (X,Y)-- [5:0-0-0,0-0-01,[6:0-0-0,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (IDc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.23 8-9 >458 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) 0.20 8-9 >533 180 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 44lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-4 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-4-0, 10=0-3-8 Max Harz 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=412/602 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=-327/213 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); cantilever left exposed; porch left and right exposed; Lumber DOL=1.60 plate gripDOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,,,��flilll/f/�� I . , ♦ V l N V 9 to the use of this truss component. %% P - `0 _' 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • ,t1. G E N SF�•.. 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 �� :'�'V�' �i will fit between the bottom chord and any other members. i N:O, 68182 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=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 lb down and 181 lb up at jr, 5-7-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9 .S T OF (V 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). .00 LOAD CASE(S) Standard (� 0 R' P ` N ,���SS7QN 1) DnfformLoadsi(Pl�balanced): Lumber Increase=1.25, Plate Increase=1.25 ` A� 1; Vert: 1-4=-54, 4-7=-54, 11-14=-20 Concentrated Loads (lb) doag6lh Velez PE No.68182 Vert:9=-24(F) 17=41(F) 18=46(F) 19=-69(F)20=-45(F) MITeku0-,.Ios:.FLdeft 6634. 6904:Parke East Blvd. Tampa FL 336.1.0 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 verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 MTN] Truss JACK -OPEN GIRDER Ply T23735398 (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:31:22 2021 Page 1 ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-S46_?01 GeJsae7iKOvAA?qq?v2Ydn?gAUeSXuJzMVY3 3-7-8 7-0-0 3-7-8 3-4-8 2x4 II 3 4x6 = 3x6 II 6x8 = ST1.5x8 STP = v Scale: 12"=1' 3-7-8 7-0-0 Plate Offsets (X Y)-- [1:0-4-0 0-1-8j [4:Edge 0-3-121 3-7-8 3-4-8 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. TC 0.32 DEFL. in (loc) I/defl Lid Vert(LL) 0.01 5 >999 240 PLATES GRIP TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.01 5 >999 180 MT20 2441190 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 44lb 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 2.0E 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., GCpi=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 this truss . I I Ifni use of component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , � , 1 V I f ,, , N �< �j 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 NN PQV �% �I •� J GENS 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) except (jt=lb) .� N O 82 i 1=122,4=284. .681' 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 .- •�' `S D F ' ll- of others. 9) In the LOAD CASE(S) i GC section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard R�•'\_,`� �j is • '�-,�. d 1) Dead + RoofLive(balanced): Lumber Increase=1.25, Plate Increase=1.25 /�,S�UUniforA' ,`,��, Vert: 1-3=-54, 1-4=-20 Joaquin Velez RENti':68182 Concentrated Loads (lb) Mfiek USA; Inc'FL` Cert.663Q. y Vert: 8=-215(F) 69160iP a East.Blvd. Tampa FL 33610 Date: April 28,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev.5/192020 BEFORE USE. Design valid for use onlywith 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 verifythe applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 quality Criteria, DSB-89 and BCSI Building Component Safety Information available ham Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Parke e 6904 ParkEast Blvd. East Tempo, 36610 Job Truss Truss Type Qty Ply LOT 17 PH3 WATERSTONE T23735399 2753770 M02 Half Hip Girder 1 1 Job Reference (optional) •tduuders FlrstSource (Plant (;rty, FL), Plant Gity, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:31:23 2021 Page 1 ID:71YDfitmYJ1 NmupVDA3te2z4H2S-wHgMDM2uPd_RGHHWydhPX2NBWRnzWS_KjIB5QmzMVY2 1-8-8 0-10-0 3x4 = 3 2x4 II Scale = 1:8.8 1-4-12 2-6-8 1-4-12 1-1-12 Plate Offsets (X,Y)-- [1:04-0,13-04), [2:0-3-0,0-2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.01 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.01 5-8 >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 FBC2020frPI2014 Matrix -MP Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 4=Mechanical Max Horz 1=68(LC 7) Max Uplift 1=-292(LC 8), 4=-209(LC 5) Max Grav 1=606(LC 1), 4=421(LC 1) 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 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 I Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific `,(111111I jyi to the use of this truss component. 3) Provide adequate drainage to water `��% ii N V I prevent ponding.P.Q: 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��� J C E, �� J#��. 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 �� J V�` SF�•.. �i. will fit between the bottom chord and any other members. N O 68182 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 Gt=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 chard, 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 %STA< OF 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). 40.0 1 O Q`• N��� Standard LOAf )Live /S�Q, DeRoo(balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) _I11.1,1 Vert: 1-2=-54, 2-3=54, 4-6=-20 46aquln YflIeZ PE No;6i;182 Concentrated Loads (lb) MiTek USA; In¢: FL Cent 6634 Vert: 3=-2(B) 9=-851(F)10=4(B) ;6964:Parke_ East BIA 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. 5/192020 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 chard members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Qualify 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 17 PH3 WATERSTONE 2753770 P61 VALLEY q 1 T23735400 Job Reference (optional) a• •ter• _• �a, �� - ����� , tf.43U s Apr zu 2U21 MiTek Industries, Inc. Tue Apr 27 13:31:25 2021 Page 1 ID:?l YDfltmYJ1 NmupVDA3te2z4H2S-sfn7d238xEE9VaRv42jtcTS W FYI_OCcBbgBVezMWO 4x4 = 4-4-0 2x4 11 4x4 = 4x4 = Scale = 1:16.2 N I'7 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 0.36 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/TPI2014 Matrix-P Weight: 27 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 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 Jess at joint(s) 1, 5, 6 except 2=319(LC 17), 4=302(LC 18) FORCES. (lb) -Max. Camp./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=4011; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterjor(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=lb) 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. OPQU I N r vF� No, 68t82 •.. ! Izz ST OF <CI: ♦���'S�ON AI.1E�ttt�� 4dagtlln:Velez RE Nd:661i32 MiTek USA; Inc: FLBert 6634. .6904IA4 a East Blvd: Tampa FL 33610 DW April 28,2021 ® WARNING - Verify design parameters and READ NQTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-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 a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Pa Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MParke East Blvd. D 20601 Tampa, rk East Job Truss Truss Type Qly Ply LOT 17 PH3 WATERSTONE T23735401 2753770 PB2 VALLEY 2 1 Jab 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:?1YDfitmYJ1 NmupVDA3te2z4H2S-LsLVrO4niYM07kO5dlF69g?gEfuXjrSmPFQ115zMVY? 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 , 4-4-0 4-4-0 Plate Offsets (X,Y)--(2:0-1-12,0-0-0),(4:G-1-12,0-0-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) n/a rla 999 MT20 2441190 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 6-0-0 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 11) Max Uplift All uplift 100 lb or less at joints) 5, 6 except 1=-128(LC 17), 2=-264(LC 12), 4=-264(LC 12) Max Gram 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 Qt=lb) 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. `10 N;Q...68182 -S OF �U O <Ci . Joaquin,Velez PE N7%68182 MiTek USA, IOCa.FL Gert 8634. .6904:Parke East Blvd. Tampa FL 33610 6afe: April 28,2021 ® WARNING - Vedfy 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 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 Welk' always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPIi Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply71.OT 17 PH3 WATERSTONE T23735402 2753770 PB3 VALLEY 2 b Reference (optional) var. �/. 101K . !Ly, 11 0000r , 6.43U s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 13:31:28 2021 Page 1 ID:71 YDfItmYJ 1 NmupVDA3te2z4H2S-HETFG461 EgcjM2AUTAHaE5419SZvBkz3tZvs5zzMVXz 2-0-0 4-4-0 6-8-0 8-8-0 2-0-0 2-4-0 2-4-0 2-0-0 3x4 = 3x8 I I 3x4 = 6.00 F12 3 9 4 10 5 2x4 = 8-8-0 2x4 = Scale = 1:16.5 O 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 0.27 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 0.14 Horz(CT) -0.01 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 24 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 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 8-8-0. (lb)- 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 250 lb or less at joint(s) 1, 7, 2 except 8=283(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-199/367, 34=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 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=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-3-15 to 2-0-0, Exterior(21R) 2-0-0 to 6-0-0, Interior(1) 6-0-0 to 6-8-0, Extedor(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 live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2 except at=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. 'illif IIIII i No 681'82 .*.� •' _ 'ST OF ••4U P;: C O N R O. Joaquin Velez PE No:681 .2 MiTek USA; Inc. FL aeft 66A 6964:Parke East Blvd, Tampa fL 33610 Date: April 28,2021 ® WARNING -Verify 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 permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//TF/1 Quality Criteria, DSB-89 and BCSI Building Component Blvd. 6904 Parke East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Vllaldod, MD 20601 Tampa, Parke 36610 East Symbols PLATE LOCATION AND ORIENTATION rf-3j4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss II.. and fully embed teeth. Ole - -I- For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. "Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 0 It O 2 U 1L O H 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 MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Neverexceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.