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HomeMy WebLinkAboutTrussJ 258 Southhall Lane, Suite 200 fiF; �81 D Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES May 10, 2021 Building Department Ref - Lot: Subdivision: Address: Model: KA # Truss Company: Date of drawings: Job No.: Wind Speed: Exposure: Truss Engineer: Adams Homes Lot 31 Blk. 3 Fort Pierce - Waterstone 8331 Amalfi Cir. 2265 3CF A RHG 21-4890 Builders First Source 4/28/21 2743242 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 confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, 5/10/2021 Carl A. Brown, P.E. FL. # 56126 5/10/2021 Scott Lewkowski, P.E. FL. #78750 FDS Engineering Associates, A TSG Company "Your Building Code Experts" ,aaaaaa�eaoet \ j C • • �.p'°� •. -U 864 , U-) f 0em : g s Luis FL. # 87 64 a GA nO nn I I i I (tflt , { ! 1 BEEN 1� � ■ i 1 f � i 1BEEN ! 1� I I in , { I 1 � � i i BEEN In BEEN 16 .I { I I ��•! �' I :�i 01 Jim IN. REM, �1 1. nn nn nn ID Reviewed and Approved ❑ Revise and Resubmit ❑ Reviewed with Notations ❑ 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 responsrble for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction: coordinating his work with that ofall other trades and performing his work in a safe and satisfactory manner FDS ENGINEERING ASSOCIATES Date: 05/IM021 By. ES Submittal No.: Project No.: 214890 Project Eng.: Luis Torres Poject Name: Adams Homes - Fort Pierce - Watcietooe - Lot 31 Bi 3 CONNECTORS SCHEDULE ROOF TRUSS QT ID MODEL ROOF UPLIFT SYM 0 A*11 LUS24 / JUS24 895 / 835 490 /510 ILA' 8 A HTU26/ THD26 3600 / 3470 1555 / 2330 ILA 0 B HTU28 / THD28 4680 / 5040 2140 / 2330 lLB 1 C HTU26-2 / THD26-2 3600 / 3355 2175 / 2340 I P 0 D HTU28-2 / THD28-2 4680 / 5005 3485 / 2595 1 J Ia 0 E HGUS26-2 / THDH26-2 5320 / 5245 2155 / 2340 I LE 0 F HGUS28-2 / THDH28-2 7460 / 8025 3235 / 3330 I iF 0 G HGUS26-3 /THDH26-3 5230 / 5245 2155 / 2340 I iG 0 H HGUS28-3 / THDH28-3 7460 / 7835 3235 / 4370 I LH 0 J THJA26 / HJC26 9100 / 8990 4095 / 4370 FE 3X8NOP VERF ALL DIMENSIONS AND CEILING CONDITIONS PRIOR TO APPROVAL SOME CEILING FRAMING REQUIRED IN FIELD BY BUILDER MAIM WIND FORCE RESISTMO SYSTEwCC HYBMD WND ASCET-IB ENCLOSED "I'OSURE CATEGORY C OCCUPANCY CATEGORY WIND LOAD Iso MPH wMn IMPORTANCE FACTOR 1.00 TRUSSES iUVE BEEN DESIGNED FOR A fa0 PSF BOTTOM CHORD LIVE LOAD NONCONCURREM WITH ANY OTHER LIVE LOADS ROOF LOADING FLOOR LOADING TCLL'. 20 PSF TCLL• 40 PSF TCDL: 07 PSF TCDL• 10 PSF BCDL: 10 PSF BCDL: 6 PSF TOTAL: 37 PSF TOTAL: 65 PSF DURATION: 1.26 DURATION: 1.00 IMPORTANT This Drawing Must Be Approved And Returned Before Fabrication Will Begin. For Your Protection Check All Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. By Data CAUTIONM DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-61 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (!a. 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 Baekcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 3M2 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE 2 X 4 OVERHANG LENGTH: IV' END CUT: Plumb CANTILEVER: — TRUSS SPACING: 2N' BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE BUILDER: Adams Homes PROJECT: Single Family MODEL:* LANAI ADDRESS: 8331 AMALFI CIR LOT !BLOCK: 31IPH3 SUBDIVISION, WATERSTONE CITY: FT PIERCE DRAWN BY: KSANCHEZ JOB # : 2743242 DATE 10926120211 SCALE: NTS PLAN DATE: 1 2021 7-71 REVISIONS: 1. 2. 3. 4. 4408 Airport Road Plant City, FL 33563 Ph.(813) 305-1300 Fax (813) 305-1301 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. . RE: 2743242 - LOT 31/ PH3 WATERSTONE MiTek USA, Inc. Site Information: 6904 Parke East ooBlvd. Customer Info: Adams Homes Port St Lucie Project Name: 2743242 Model: 2117 �n��X203LANA41115 Lot/Block: 31/PH3 Subdivision: WATERSTONE Address: 8331 AMALFI CIR, . City: FORT PIERCE State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/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 37 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T23728564 A01. 4/28/21 2 T23728565 A02 4/28/21 3 T23728566 A03 4/28/21 4 T23728567 A04 4/28/21 5 T23728568 A05 4/28/21 6 T23728569 A06 4/28/21 7 T23728570 A07 4/28/21 8 T23728571 A08 4/28/21 9 T23728572 A09 4/28/21 10 T23728573 A10 4/28/21 11 T23728574 All 4/28/21 12 T23728575 Al2 4/28/21 13 T23728576 A13 4/28/21 14 T23728577 A14 4/28/21 15 T23728578 A15 4/28/21 16 T23728579 A16 4/28/21 17 T23728580 B01 4/28/21 18 T23728581 B02 4/28/21 19 T23728582 B03 4/28/21 20 T23728583 C01 4/28/21 21 T23728584 CO2 4/28/21 22 T23728585 CO3 4/28/21 No. Seal# Truss Name Date 23 T23728586 C04 4/28/21 24 T23728587 C05 4/28/21 25 T23728588 C06 4/28/21 26 T23728589 CA 4/28/21 27 T23728590 CAP 4/28/21 28 T23728591 CJ3 4/28/21 29 T23728592 CJ3P 4/28/21 30 T23728593 CJ5 4/28/21 31 T23728594 CJ5P 4128/21 32 T23728595 ER 4/28/21 33 T23728596 ERP 4/28/21 34 T23728597 HJ7 4/28/21 35 T23728598 HJ7P 4/28/21 36 T23728599 P03 4/28/21 37 T23728600 PO4 4128/21 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. N IN. VFW 6'8182. ;• STATE, OF00 FL 3361.0 April 28,2021 Velez, Joaquin 1 of 1 Job Truss Truss Type Qty 2743242 A01 SPECIALTRUSS JPIy7L0T31lPH3WATERST0NET23728564 6 Reference (optional) r�i, rna n Giiy, rL - 00001, 6.43U s Apr 20 2021 MITek Industries, Inc. Tue Apr 27 09:11:45 2021 Page 1 I D:xZpBkWmmOHCg6fGU WAKsgrzCf2U-2KOEki WM2HJmMGNZNzCJAyAgFsxZZvFNZfcmfhzMZLS 1-4-0 7-8-10 13-5-13 1 -0 0 20-0-0 214 0 274_0 1 8-8 31-7-4 31 ,5 40-0-0 1 4 11 1-0-0 7-8-10 5-9-3 0-6- fi-0-0 3-40 4-0-0 1-48 2-10-120- 1 8-411 1-4-0 6x8 R nn F,—,- 14 " 11 10 3.00 12 2x4 11 ST1.5x8 STP = 5x8 = 2x4 10x14 = 4x6 = 2x4 I I 24-4-0 7-8-10 14-0-0 23-4-0 23 7 12 27-4-0 31-7-4 31 -5 40-0-0 7-8-10 6-3-6 9-4-0 0- 2 3-0-0 4-34 0- -1 8-4-11 Scale = 1:77.6 Plate Offsets (X,Y)-- [2:0-3-11 0-1-2] [3:0-3-0 0-3-0],[5:0-5-0 0-1-12] [6:0-3-0 0-3-0] [8'0-3-12 0-1-1] fll:0-5-12 0-0-0] [16'0-4-0 0-4-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.53 16 >914 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.77 15-16 >623 180 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) 0.39 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 249lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied. 6-9: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-2 oc bracing. Except: BOT CHORD 2x6 SP No.2 'Except' 7-8-0 oc bracing: 13-15 11-14: 2x4 SP No.2 WEBS 1 Row at midpt 5-16 WEBS 2x4 SP No.3 `Except' 5-16: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Harz 2=-394(LC 8) Max Uplift 2=-801(LC 10), 8=-801(LC 10) Max Grant 2=1555(LC 1).8=1556(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5102/2628, 3-4=-4285/2234, 4-5=-4282/2434, 5-6=-2296/1436, 6-7=-2321/1430, 7-8=-2828/1540 BOT CHORD 2-17=2202/4746, 16-17=-2208/4751, 15-16=-665/1901, 13-15=-919/2111, 11-13=-924/2105, 10-11=-1149/2450, 8-10=-1149/2450 WEBS 3-16=825/534, 4-16=-387/397, 5-16=-1438/2980, 5-15=-256/555, 6-11=-281/89, 6-15=212/276, 7-11=-602/329, 7-10=0/356 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=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 17-0-0, Exterior(21R) 17-0-0 to 23-0-0, Interior(1) 23-0-0 to 38-4-0, Exterior(2E) 38-4-0 to 41-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=801, 8=801. BlA Tampa 1_ 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 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 M iTek' 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 ANS11TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 311 PH3 WATERSTONE T23728565 2743242 A02 Special Truss 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 09:11:46 2021 Page 1 I D:xZpBkWmmOHCg6fGU WAKsgrzCf2U-W Wxdx2X_pbRdzQylxgkYiAjOCGFFIHrXoJ LKB7zMZLR 1-4-0 7-8-10 13-5-13 1 -0 2" 0 23-4-0 28-10-5 35-8-0 1-4-0 7-8-10 5-9-3 0-6- 6-0-0 3-4-0 5-6-5 6-9-11 3.00 FIT 4x8 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 5-6,1-3: 2x4 SP No.1 BOT CHORD 2x4 SP No.2'Except' 2-11: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=Mechanical Max Harz 2=348(LC 9), Max Uplift 2=-721(LC 10). 8=-628(LC 10) Max Grav 2=1388(LC 1), 8=1313(LC 1) 6x8 1 23-4-0 4x6 = Scale=1:67.4 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.92 Vert(LL) 0.51 11-12 >834 240 MT20 2441190 BC 0.98 Vert(CT) -0.92 10-11 >461 180 WB 0.95 Horz(CT) 0.35 8 n/a n/a Matrix-MSH Weight: 187 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-11. 5-10 FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4282/2375, 3-4=-3498/2020, 4-5=-3497/2218, 5-6=-1684/1120, 6-7=-1692/968, 7-8=-1282/776 BOT CHORD 2-12=2164/4002, 11-12=-2174/4012, 10-11=-685/1468, 9-10=-920/1607 WEBS 3-11=772/502, 4-11=-392/391, 5-11=1421/2613, 5-1 0=-1 34/267, 6-10=-376/356, 6-9=-321/325, 7-9=731/1455 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=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 17-0-0, Exterior(2R) 17-0-0 to 23-0-0, Interior(1) 23-0-0 to 32-6-4, Exterior(2E) 32-6-4 to 35-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girders) for truss to truss connections. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=721. 8=628. �O ' G E1N S • Fes, �%. NO 681.0 '. ST pF 111.11 Joaquin Velez PE No.68182 MiTek USA, Inc..FL Cert 6634, 6904:Parke EWBlvd. Tampa FL 33610 Date: April 28,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7413 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 ANSUTF11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Intormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 31/ PH3 WATERSTONE 2743242 A03 Hip Truss 1 1 T23728566 Job Reference (optional) s curce (Plant Clty, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 09:11:47 2021 Page 1 ID:xZpBkWmmOHCg6fGU WAKsgrzCf2 U-_iV?9OYcavZUbaXxVOFnFNGByfcs 1 nig 1 z5tkZzMZLQ -1-4-01 7-8-10 12-9-13 14-0-Q 19-0-0 21-0-0 23-4-0 28-10-5 35-8-0 1-4-0 7-8-10 5-1-3 1-2-3 5-0-0 2-0-0 2-4-0 5-6-5 6-9 5x6 = 0 3.00 F12 4x8 7-2-11 7-8-10 5x6 = 620 bxrd = 3x6 = Scale = 1:67.0 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 FBC2020ITP12014 CSI. TC 0.92 BC 0.89 WB 0.72 Matrix-MSH DEFL. in (loc) I/defl Lid Vert(LL) 0.49 13-14 >870 240 Vert(CT) -0.71 13-14 >601 180 Horz(CT) 0.36 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 205lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing, directly applied, except end verticals. 1-3: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-2-5 oc bracing. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 4-12, 6-11 2-13: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=Mechanical Max Horz 2=330(LC 9) Max Uplift 2=-721(LC 10), 9=-628(LC 10) Max Grav 2=1388(LC 1). 9=1313(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4286/2343, 3-4=-3484/1995, 4-5=-1796/1192, 5-6=-1553/1137, 6-7=-1679/1101, 7-8=-1684/941, 8-9=-1288/763 BOT CHORD 2-14=2134/3999, 13-14=-2146/4006, 12-13=-1633/3186, 11-12=-671/1483, 10-11=-895/1594 WEBS 4-13=916/1931, 3-14=0/251, 3-13=-794/495, 4-12=-2186/1246, 5-12=-404/652, 1(111 1111)�� 6-12=192/666, 7-11=343/326, 7-10=-312/324, 8-10=-692/1441 NOTES- `,e,ft aUIN N,OP • �� .ICI 1) Unbalanced roof live loads have been considered for this design. r 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 00 II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 14-9-1, Exterior(2R) No 0189 14-9-1 to 25-2-15, Interior(1) 25-2-15 to 32-6-4, Extefior(2E) 32-6-4 to 35-6-4 . zone; cantilever left and right exposed ;C-C for;;, members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 *. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. � 4) Provide adequate drainage to prevent water ponding. i�O S 0 F 5) �;O� This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��i 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 -` •_ 0 R 10. �I • • ` N� chord and any other members. 7) Refer .S O to girder(s) for truss to truss connections. 8) Bearing (v AL'� atjoint(s) 2 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify ill/ 11.111. capacity of bearing surface. Joaquin Velez k6.6182 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) _ M1TBk;USA', lnc: FL Cert 6634 2=721, 9=628. 6904:Parke EastBlvd. Tampa FL 33610 DW_ 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 Oty Ply LOT 31/ PH3 WATERSTONE T23728567 2743242 A04 Hip Truss 1 1 Job Reference (optional) Builders FirstScurce (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr27 09:11:49 2021 Page 1 ID:xZpBkWmmOH Cg6fGU WAKsgrzCf2U-w5dla4Zt6WpCruhKcpHFKo.LaZTJDVixzU Ha_oSzMZLO i-1 4-0 7-8-10 } 12-9-13 14-0-0 19-0-0 21.0.0 23-4-0 27.4-0 27r8-4 32-4.0 1-4-0 7-8-10 5-1-3 1-2-3 5-0-0 2-0.0 2-4-0 4-0.0 0-4-4 4-7-12 4x6 = 4x6 = 3.00 FIE 13 11 1u 3x6 II 3x8 2x4 I 2x4 II 10x14 = 24-4-0 7-2-11 7�6-{0 14-0-0 19-0-0 21-0-0 i 23-4-0 23rM 27-4-0 32-4-0 7-2-11 0-5- 5 6-3-0 5-0-0 2-0% 2-4-0 -6- 3-0-0 5-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.73 BC 0.77 WB 0.67 Matrix-MSH LUMBER- TOP'CHORD 2x4 SP No.2 *Except* 1-3: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 2-16: 2x4 SP No.1, 10-16: 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-3-8 Max Harz 2=300(LC 9) Max Uplift 2=-652(LC 10), 9=-575(LC 10) Max Grav 2=1267(LC 1). 9=1197(LC 1) DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.50 15-16 >770 240 MT20 244/190 Vert(CT) -0.70 15-16 >554 180 Horz(CT) 0.37 9 n/a n/a Scale = 1:65.7 Weight: 196 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 4-3-13 oc bracing. WEBS 1 Row at midpt 4-15 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3806/2120, 3-4=-2996/1770, 4-5=-1392/965, 5-6=-1180/929, 6-7=-1393/936, 7-8=-1001/629, 8-9=-11361729 BOT CHORD 2-17=2026/3594, 16-17=-2038/3602, 15-16=-1533/2808, 14-15=-540/1111, 12-14=-452/827,10-12=-459/805 WEBS 4-16=911/1847, 5-15=-345/583, 6-14=-95/284, 3-17=0/252, 3-16=-791/497, 4-15=2144/1256, 7-10=-785/580, 8-10=-603/1038, 7-14=-178/598 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=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 14-9-1, Exterior(21R) 14-9-1 to 25-2-15, Interior(1) 25-2-15 to 29-2-4, Exterior(2E) 29-2-4 to 32-2-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 2 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=652, 9=575. �►111111f��� WIN VFW .LENS •�`%�� No 68182: 9 S OF .s0,� ,c P• , =�v ��iF••�ORi Joaquin Velez PE Nd.69182 MIT.ek'bsk Inc. FL 66rt 8634 ,6904:Parke East.Blvd. Tampa FL 33610 Date: April 28,2021 ®WARNING - Verifydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI0473 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 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 ANSI/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 2743242 Truss Truss Type A05 Hip Truss Qty I Ply I LOT 31/ PH3 T23728568 FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 09:11:50 2021 Page ID:xZpBkWmmOH Cg6fGU WAKsgrzCf2U-OHB7nPaVtgx3S 1 G WAWoUtOuhZte7E6s6jxJXLuzMZLN -1-4-0 7-8-10 14-0-0 17-0-0 23-0-0 29-7-4 35-8-0 1-4-0 77 81 10 6-3-6 3-0-0 6-0-0 6-74 6-0-12 3x8 5x6 = 6.00 FIT 19 5x6 = 5x12 = 5x6 = 3.00 F12 29-74 Scale = 1:67.0 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 NO Code FBC2020/TP12014 CSI. TC 0.97 BC 0.85 WB 0.88 Matrix-MSH DEFL. in (loc) I/defl L/d Vert(LL) 0.44 12-13 >964 240 Vert(CT) -0.82 11-12 >518 180 Horz(CT) 0.31 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 192lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-3: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 5-2-0 oc bracing. BOT CHORD 2x4 SP No.2 'Except' WEBS 1 Row at midpt 5-11 2-12: 2x4 SP M 31, 11-12: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=Mechanical Max Harz 2=293(LC 9) Max Uplift 2=-721(LC 10), 9=-628(LC 10) Max Grav 2=1388(LC 1), 9=1313(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4302/2448, 3-4=-3497/2058, 4-5=-3471/2228, 5-6=-1424/1095, 6-7=-1699/1134, 7-8=-1837/1107, 8-9=-1254/808 BOT CHORD 2-13=-2234/3988, 12-13=-2235/4010, 11-12=-1036/2023, 10-11=-898/1588 WEBS 4-12=327/355, 6-11=-146/445, 7-11=-276/225, 7-10=205/250, 8-10=-850/1526, 3-12=817/525, 5-12=-1285/2314, 5-11=-919/449 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 12-9-1, Exterior(2R) 12-9-1 to 27-2-15, Interior(1) 27-2-15 to 32-6-4, Extedor(2E) 32-6-4 to 35-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=721, 9=628. ® 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, 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 ANSI/rpll Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 I'9 EN, N,o 68 82. S OF April 28,2021 MF MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 31/ PH3 WATERSTONE T23728569 2743242 A06 Hip Truss 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 09:11:51 2021 Page 1 ID:xZpBkWmmOHCg6fGUWAKsgrzCf2U-sUIW Ib7e73w4BrikDJjPDQtRH?izXXGxb35tLzMZLM i-1-4-0 7-8-10 14-0-0 17-0-0 23-4-0 27-4-0 27r9-4 32-4-0 �-0 7-8-10 6-3-6 3-0-0 6-4-0 4-0-0 0-4-4 4-7-12 46 = 5x6 = a fin( 7 11 3.00 12 13 �u 3x6 II 3x8 2x4 II 2x4 II 10x14 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DO 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 2x4SPNo.2 BOT CHORD 2x4 SP No.2 *Except* 2-15,10-15: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-3-8 Max Horz 2=264(LC 10) Max Uplift 2=652(LC 10), 9=-575(LC 10) Max Grav 2=1267(LC 1). 9=1197(LC 1) 13-10-4 17-0-0 Scale=1:61.4 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.96 Vert(LL) 0.4315-16 >903 240 MT20 244/190 BC 0.83 Vert(CT)-0.6712-14 >574 180 WB 0.98 Horz(CT) 0.33 9 file n/a Matrix-MSH Weight: 194 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT, CHORD Rigid ceiling directly applied or 4-2-9 oc bracing. WEBS 1 Row at midpt 6-10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3832/2214, 3-4=-2968/1824, 4-5=-1860/1261, 5-6=-1634/1169, 6-7=-993/786, 7-8=-1018/650, 8-9=-1163/762 BOT CHORD 2-16=2114/3596, 15-16=-2115/3611, 14-15=-1570/2695, 12-14=-599/1102, 10-12=-604/1060 WEBS 3-16=0/259, 3-15=-870/526, 4-15=-910/1629, 5-14=-325/596, 6-14=-421/928, 7-10=299/347, 8-10=-612/1055, 6-10=-564/275, 4-14=-1765/1139 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=5.Opsf; h=15ft; 6=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 12-9-1, Exterior(2R) 12-9-1 to 27-5-12, Interior(1) 27-5-12 to 29-2-4, Exterior(2E) 29-2-4 to 32-2-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=652, 9=575. sill ��I111111)/j %�,, QL}' N V�<,'���% NO ,68182 ir S F i 0. ; Joaquin Velez PE N6.68182 MiTek USA, Inc. FL CertlB' 4. Parke .6964:Eas6Bivd. Tampa FL M10 Date: April 28,2021 ® WARNING - Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 311 PH3 WATERSTONE 2743242 A07 HIP 1 1 T23728570 Job Reference (optional) dI 0 - ---- rq < au—, inc. i ue Hpr a ua: i i:oz zuzi rage i ID:xZpBkWmmOHCg6fGU WAKsgrzCf2 U-LgJuC5blORCniLQvHxgyyRz5XgJ9i4CPAFoePnzMZLL -1-4-0 7-9-0 15-0-0 20-0-0 25-0-0 30-54 36-9-0 1-4-0 7-9-0 7-3-0 5-0-0 5-0-0 5-5 4 6-3-12 5x6 = 6.00 12 3x4 = 5x6 = 21 5 22 23 6 Scale = 1:66.5 15 13 " `r 11 10 9 3x6 = 2x4 11 4x6 = 3x8 = 5x6 WB = 3x8 = 4x4 = 4x6 11 25-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.74 BC 0.95 WB 0.64 Matrix-MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl L/d -0.36 11-13 >999 240 -0.61 11-13 >720 180 0.10 9 n/a n/a PLATES GRIP MT20 2441190 Weight: 211 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.1 'Except' except end verticals. 2-14: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at micipt 3-13, 5-13, 5-11 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=Mechanical Max Harz 2=266(LC 9) Max Uplift 2=-743(LC 10), 9=-645(LC 10) Max Grav 2=1666(LC 15), 9=1558(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2912/1458, 3-4=-2163/1222, 4-5=-1893/1189, 5-6=-1668/1096, 6-7=-1900/1144, 7-8=-1941/1057, 8-9=-1445/842 BOT CHORD 2-15=1262/2725, 13-15=-1263/2718, 11-13=-869/1902, 10-11=-846/1668 WEBS 3-15=0/297, 3-13=-861/505, 4-13=-218/679, 5-11=-417/256, 6-11=-240/629, 7-10=298/283,8-10=-821/1628 NOTES- �1111111I it 1) Unbalanced roof live loads have been considered for this design. �1t, 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. V�OQ,QV�RI VET �I,j II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 10-9-1, Exterior(2R) " �I GEIV 10-9-1 to 19-2-15, Interior(1) 19-2-15 to 20-9-1, Extedor(2R) 20-9-1 to 29-2-15, Interior(1) 29-2-15 to 33-7-4, Exterior(2E) 33-7-4 to �� .'�\;� S�.•• ♦♦ 36-7-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific N.0' 681 82 �. to the use of this truss component. � jk ��, •_.*. ,• 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -p `• 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide S T will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 0 F O 4f 7) Refer to girder(s) for truss to truss connections. ♦ iC`. ,� 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) ♦♦j . •• 0 2=743,9=645.tilt doaquln Velez PE No:66182 MITek'USA, )nc:.FL deft 6634. ,6904;16arke East Blvd.Tampa:FL 33610 bafer April 28,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19Y2020 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 �pp building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing KWIC 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 SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 311 PH3 WATERSTONE T23728571 2743242 A08 Hip Truss 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 09:11:54 2021 Page 1 ID:xZpBkWmm OH Cg6fGU WAKsgrzCf2U-H3Qednd?w2SVxfaHPMtQ1 s2NzUOsAxmieZHIUfzMZLJ i -1-4-0 8-0-4 15-0-0 18-7-14 1 23-4.0 25-0-0 27-4-0 32-4.0 1-40 8-0-4 6-11-12 3-7-14 4-8-2 1-8.0 2-4-0 5-0-0 Scale = 1:59.5 5x6 = 3x4 = 5x6 = 6.00 12 4 21 5 22 23 624 3.00 F12 12lu 2x4 11 3x6 I I 3x8 8x12 = 2x4 II LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 2-14: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-3-8 Max Harz 2=264(LC 10) Max Uplift 2=-652(LC 10). 8=-575(LC 10) Max Grav 2=1267(LC 1), 8=1197(LC 1) 25-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 1.00 Vert(LL) 0.4014-15 >959 240 MT20 244/190 BC 0.80 Vert(CT) -0.55 14-15 >704 180 WB 0.82 Horz(CT) 0.30 8 n/a n/a Matrix-MSH Weight: 182 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or4-1-13 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3821/2266, 3-4=-2926/1807, 4-5=-2293/15B7, 5-6=-1490/1072, 6-7=-981/641, 7-8=-1146/778 BOT CHORD 2-15=2163/3540, 14-15=-2166/3554, 13-14=-1071/1831, 11-13=-578/1018, 9-11=582/993 WEBS 3-14=920/627, 4-14=-532/1035, 7-9=-495/945, 6-13=468/920, 6-9=-725/519, 5-13=829/592, 5-14=425/805 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=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 10-9-1, Exterior(2R) 10-9-1 to 19-2-15, Interior(1) 19-2-15 to 20-9-1, Extedor(2R) 20-9-1 to 29-2-4, Exterior(2E) 29-2-4 to 32-2-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=652, 8=575. m N p V y' M .,,,{�filll{lfl��'I �P "MIN VF< ••, No .00182 :9• ST OF .,�`ss�O N AL.E�� �•, //1111111� Joaquin Velez PE No,68182 MiTek USA', Inc. FL deft 6634, 6064:Parke East Blvd. Tampa FL 33610 oafljr 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 WOW building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iYE 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/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 s Truss Type Qty Ply LOT 31/ PH3 WATERSTONE TA09 T23728572 2743242 Half Hip Truss 1 1 Job Reference o tional •- • ••-•---•-- • ••- •• --••, •-n •�• •• �•v, - ����, 0.4.]U "PI GU LUL I IVII I en Inuusines, mc. I ue Apr zi u`ri i:bb zuzi Page 1 ID:xZpBkWmmOH Cg6fGU WAKsgrzCf2U-IF_Og7eehMaMZp8Uz3Ofa3bbluLHvMzrs01106zMZLl -1-4-0 6-6-14 13-0-0 20-11-9 28-9-7 36-9-0 1-4-0 6-6-14 6-5-1 7-11-9 7-9-13 7-11-9 5x6 = 6.00 F12 3x4 = 4 20 21 5 22 Scale = 1:65.9 5x8 = 3x4 II 623 24 7 14 ,— 12 "' 11 w "' 9 u 8 3x6 — 2x4 11 4x6 = 3x4 = 3x6 = 2x4 II 6x8 = 3x8 = 13-0-0 I 20-11-9 1 28-9-7 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 CS1. TC 0.81 BC 0.85 WB 0.96 Matrix-MSH DEFL. in (loc) I/dell L/d Vert(LL) -0.23 11-12 >999 240 Vert(CT) -0.41 11-12 >999 180 Horz(CT) 0.12 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 210 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-9-9 oc bracing. WEBS 1 Row at midpt 5-12 2 Rows at 113 pts 6-8 REACTIONS. (size) 2=0-8-0, B=Mechanical Max Horz 2=404(LC 10) Max Uplift 2=714(LC 10), 8=-674(LC 10) Max Grav 2=1704(LC 15), 8=1605(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3078/1346, 3-4=-2424/1149, 4-5=-2140/1118, 5-6=-2285/1131 BOT CHORD 2-14=1488/2787, 12-14=-1489/2781, 11-12=-1131/2285, 9-11=-759/1604, 8-9=-759/1604 WEBS 3-14=0/261, 3-12=-740/421, 4-12=-136/727, 5-12=-358/93, 5-11=-326/389, 6-11=486/889, 6-9=0/450, 6-8=-2064/975 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=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 8-9-1, Exterior(2R) 8-9-1 ,, %� pQV IN �I to 17-2-15, Interior(1) 17-2-15 to 33-7-4, Exterior(2E) 33-7-4 to 36-7-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ,�� ,O E N ' • �I� 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. NO .6$1` 82 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. +` * •q� 6) `This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. `O;'• •• 7) Refer to girder(s) for truss to truss connections. i S F 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) I. 2=714, 8=674. eo'iF OR%'D 4oaqu16.lelez PE Nd.68182 MiTekUSA, lnc: FL Gert 6634, 6904:Parke East Blvd. Tampa FL 33610 Dike: 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/TP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 31/ PH3 WATERSTONE T23728573 2743242 A10 Hip Truss 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 09:11:56 2021 Page 1 I D:xZpBkWmmOH Cg6fGU WAKsgrzCf2U-DRY02TfGSgiCAyjg Wnvu6H7j5lfRegs?5tmsYYzMZLH -1-4-0 8-4-7 13-0-0 20-0 0 27-0-0 �_ 32-4-0 1-4-0 8-4-7 4-7-8 7-0-0 7-0-0 5-4-0 6.00 12 4x8 = 2x4 II 4x8 = 4 19 20 5 21 22 6 Scale = 1:59.4 0 ci m N V 4x4 = 2x4 II 3x4 = 5x8 = 3x4 = 2x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 3x4 = CSI. DEFL, in (loc) I/deft L/d TC 0.96 Vert(LL) -0.22 13-16 >999 240 BC 0.99 Vert(CT) -0.41 13-16 >953 180 WB 0.85 Horz(CT) 0.07 8 n/a n/a Matrix-MSH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 2=0-8-0, 8=0.3-8 Max Harz 2=264(LC 10) Max Uplift 2=-655(LC 10), 8=-577(LC 10) Max Grav 2=1498(LC 15), 8=1347(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2487/1190, 3-4=-1948/1070, 4-5=-1652/1005, 5-6=1649/1003, 6-7=-1105/630, 7-8=-1273/757 BOT CHORD 2-13=1141/2277, 11-13=-1141/2272, 10-11=-837/1744, 9-10=-462/950 WEBS 3-13=0/292, 3-11=-734/417, 4-11=-215/692, 5-10=-442/410, 6-10=-503/1011, 6-9=-471/403, 7-9=563/1178 PLATES GRIP MT20 244/190 Weight: 187 lb FT = 20% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 4-10 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=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 8-9-1, Exterior(2R) 8-9-1 to 17-2-15, Interior(1) 17-2-15 to 22-9-1, Exterior(2R) 22-9-1 to 29-2-4, Exterior(2E) 29-2-4 to 32-2-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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, with BCDL = 10.Opsf. 7) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=655, 8=577. ;U I N ,.VF���i�j. RO 68182: .� ST. OF k. �s 4`g4 0 Joaquin Velez PE Nd.68182 MRek; SA, Inc..FL Cet6634. .6904:Pa'rke East Blvd. Tampa FL 33610 I)atli 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 31/ PH3 WATERSTONE T23728574 2743242 All Half Hip Truss 1 1 Job Reference (optional) - ""•"""•"" \• •-"` "'V, 1, , „..I .'Y' ' I - u.... , 0.4 s Ap1 LU LUL I Nil l eK Inousines, Inc. I ue Apr zi uw11:0r zuzl rage 1 ID:xZpBkWmmOHCg6fGU WAKsgrzCf2U-he6nFpfuDzg3o6ls4U Q7fUgzNhl VNLgBKXWP4_zMZLG -1-4-0 5-4-13 11-0-0 15-10-13 23-8-12 31-10-2 36-9-0 1-4-0 5-4.13 5-7-3 4-10-13 7-9-15 8-1-6 4-10-14 Scale = 1:65.9 5x6 = 3x4 = 5x6 = 44 = 2x4 II 4 20 21 5 22 6 23 24 7 25 a 14 — — — — — II IU Zu SU 9 46 = 5x6 WB — 3x4 = 4x6 = 4x4 = 6x8 = 3x8 = 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 0.67 BC 0.87 WB 0.61 Matrix-MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (Icc) I/deft L/d -0.30 14-17 >999 240 -0.63 14-17 >694 180 0.11 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 200 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-6 cc purlins, BOT CHORD 2x4 SP No.1 'Except' except end verticals. 11-13: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-12 cc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-9 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=Mechanical Max Horz 2=351(LC 10) Max Uplift 2=-722(LC 10), 9=-665(LC 10) Max Grav 2=1682(LC 15), 9=1562(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2984/1448, 3-4=-2592/1217, 4-5=-2297/1174, 5-6=-2604/1266, 6-7=-2005/910 BOT CHORD 2-14=1536/2722, 12-14=-133712584, 10-12=-1203/2394, 9-10=-608/1162 WEBS 3-14=496/408, 4-14=-265/912, 5-14=-553/253, 6-12=94/315, 6-10=-730/550, 7-10=472/1319, 7-9=-1751/937 NOTES- 1) Unbalanced roof live loads have been considered for this design. ,ItI I Ilt" 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; , MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-9-1, Exterior(2R) 6-9-1 % 0 to 15-2-15, Interior(1) 15-2-15 to 33-7-4, Exterior(2E) 33-7-4 to 36-7-4 zone; cantilever left and right exposed ;C-C for members and •� S �' •� �% S G E N.60 forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific NQ to the use of this truss component. ,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 -O; will fit between the bottom chord and any other members, with BCDL = 10.Opsf. +` 1= ���11 Tr 7) Refer to girder(s) for truss to truss connections. 10 , .T 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) P _���� 1 N 2=722, 9=sss. i��, . Q R G. �. 411 I bN A' Joaqulfi Velez PE NO.88182 Mrrek USA, Inc: FL Gert 6634 6904:Parke East Blvd. Tampa:FL W10 Datei 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 ANSUTF/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 311 PH3 WATERSTONE T23728575 2743242 Al2 Hip Truss 1 1 Job Reference c tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 09:11:59 2021 Page 1 ID:xZpBkWmmOHCg6fGUWAKsgrzCf2U-dOEXgUh81b4n1 QSFCvSbkvlHWVjl rGpRnr.?W9tzMZLE 1 4 0 6-4-7 11-0-0 2D-0-0 29-0-0 32-4-0 1-4-0 6-4-7 4-7-9 9-0-0 9-0-0 ' 3-4-0 ' M CS Scale = 1:57.6 f 4x8 = 5x8 = 4x8 = 4 18 19 20 5 21 622 0 c M u N 4 4x6 = 5x8 = 4x4 = 2x4 = 3x6 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 5-6,4-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 'Except' 10-11: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-3-8 Max Horz 2=264(LC 10) Max Uplift 2=-655(LC 10), 8=-577(LC 10) Max Grav 2=1491(LC 15), 8=1340(LC 17) 32-4-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.76 Vert(LL) -0.29 12-15 >999 240 MT20 244/190 BC 0.87 Vert(CT) -0.62 12-15 >622 180 WB 0.52 Horz(CT) 0.07 8 n/a n/a Matrix-MSH Weight: 175 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 5-6-14 oc bracing. WEBS 1 Row at midpt 6-10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2492/1252, 3-4=-2180/1095, 4-5=-1965/1108, 5-6=-1962/1105, 6-7=-880/474, 7-8=-1346/717 BOT CHORD 2-12=1236/2287, 10-12=-942/1951, 9-10=-367/768 WEBS 3-12=427/357, 4-12=-104/655. 4-1 0=-1 39/286, 5-10=565/516, 6-10=-741/1432, 6-9=-646/520. 7-9=582/ 1217 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=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-9-1, Exterior(2R) 6-9-1 to 15-2-15, Interior(1) 15-2-15 to 24-9-1, Exterior(2R) 24-9-1 to 29-0-0, Exterior(2E) 29-0-0 to 32-2-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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) 8 considers parallel to grain value using ANSlrTPI 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=655, 8=577. ill.11/IyI�/ i NO. 68182: S OF 4U► \_4ORili 111.111,1.1� Joaquin,Velez PE Nd,68182 MiTek USA; Inc. FL Celt 66A. ,6904:Parke East Blvd. Tampa FL 33610 Dater April 28,2021 ® WARNING -Verily 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 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 ANSI17'P/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 s Truss Type Oty Ply LOT 31/ PH3 WATERSTONE rAlU3 T23728576 2743242 Half Hip Truss 1 1 Job Reference (optional) -" ""' " �•"""„'� �, _,,• �+"Y, 11. —y. ,-� -.+�.+ , "qJu N s Apr GU z I wll1K Ir e10USirles, Inc. I ue Apr zt uH:iz:UU zuzi 1-age 1 ID:xZpBkWmmOHCg6fGUWAKsgrzCf2U-6DovtgimWuCefa1Rlc gH7lTxv2OafuaOVk3hJzMZLD 1-4-0 4-9-0 9-0-0 15-10-6 22-8-12 29-7-2 36-9-0 1-4-0 4-9-4 4-2-12 6510E 6510E 6510E 7-1-14 a nn 5x6 = 3x4 = 3 19 20 4 21 5x6 = Scale = 1:65.9 3x4 = 3x4 II 22 623 24 7 m 0 v 13 8 3x6 = 3x4 — 4x6 = 3x4 = 4x6 = 3x4 = 6x8 = 9-D-0 18-1-13 27-3-11 36-9-0 9-0-0 9-1-13 9-1-13 9-5-5 Plate Offsets (X,Y)-- [3:0-3-8 0-2-4] [5:0-3-0 0-3-0] 18:0-4-8 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 0.65 Vert(LL) 0.31 13-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.42 9-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.12 8 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-MSH Weight: 183 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins, 1-3: 2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied or 4-7-0 oc bracing. 10-12: 2x4 SP No.2 WEBS 1 Row at midpt 4-13, 6-8 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=Mechanical Max Horz 2=297(LC 10) Max Uplift 2=-730(LC 10), 8=-658(LC 10) Max Grav 2=1428(LC 1), 8=1353(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2437/1293, 3-4=-2110/1279, 4-5=-2720/1500, 5-6=-2083/1097 BOT CHORD 2-13=1274/2089, 11-13=-1573/2707, 9-11=-1453/2581, 8-9=969/1731 WEBS 3-13=150/667, 4-13=-840/357, 5-11=-66/255, 5-9=-704/503, 6-9=-285/783, 6-8=-2027/1141 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=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; %%� �I Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-9-1, Exterior(2R) 4-9-1 V% P.Qv'N 0 to 13-2-15, Interior(1) 13-2-15 to 33.7-4, Exterior(2E) 33-7-4 to 36-7-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for Lumber DOL=1.60 �� J GEN�•• c'� > S�`••.� reactions shown; plate grip DOL=1.60 �� a��,� �j 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific i N o, 6$1::82 to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. * ; •; 7F. 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 �Q.:a. will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. S Of 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 0 V% ��. T • , Qom,' '_, 2=730, 8=658. Tampa FL 33610 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 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 ANSI7TP/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 31/ PH3 WATERSTONE T23728577 2743242 A14 Hip Truss 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 09:12:02 2021 Page 1 ID:xZpBkWmmOHCg6fGU WAKsgrzCf2U-2bvgl Wj 12WSMutBgt101MYNoKilt2Y3tTpDAmCzMZLB -1-4-0 4-2-14 9-0-0 16-2-8 25-1-8 32-4-0 1-4-0 4-2-14 4-9-2 7-2-8 8-11-0 ' 7-2-8 ' 3x6 Scale = 1:57.6 4x6 = 3x4 = 5x8 = 3x8 = 4 19 20 5 21 6 2223 7 3x4 = 3x4 = 4x6 = 3x8 = 2x4 = 4-4 2-1 9-0-0 16-2-8 25-1-8 32-4-0 , 4-2-14 4-9-2 7-2-8 8-11-0 7-2-8 Plate Offsets (X,Y)-- [2:0-2-9,0-1-81, [6:0-4-0,0-3-01, [9:0-3-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.20 11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.40 9-11 >977 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.08 8 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-MSH Weight: 171 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (size) 2=0-8-0, 8=0-3-8 Max Horz 2=297(LC 10) Max Uplift 2=-650(LC 10), 8=-582(LC 10) Max Grav 2=1264(LC 1),8=1189(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2267/1296, 3-4=-198711111, 4-5=-1741/1072, 5-6=-2189/1271, 6-7=-15311845, 7-8=-1131/700 BOT CHORD 2-13=1358/2010, 11-13=-127112189, 9-11=-865/1556 WEBS 3-13=363/317, 4-13=-1721576, 5-13=-630/249, 5-11 =1 73/288, 6-11=-458/713, 7-9=-987/1793, 6-9=-797/628 Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 5-0-2 oc bracing. 1 Row at midpt 5-13, 7-9 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=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-9-1, Exterior(2R) 4-9-1 to 13-2-15, Interior(1) 13-2-15 to 29-2-4, Exterior(2E) 29-2-4 to 32-2-4 zone; Cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 8 considers parallel to grain value using ANSlrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=650, 8=582. *IIIIIIIIIi. No 68i;82 r %fl,• X r � � :9 • S OF 1,4J R' O .1 O.P•' \ .% ♦i .F 1111 Joaquin Velez PE Nd:68182 , MiTek usk Inc: FL Cert 6634 6904:ParkeEast Blvd. Tampa FL 33610 Date: April 28,2021 ®WARNING -Wrify 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 ANSIITP11 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Qty Ply LOT 31/ PH3 WATERSTONET23728578 russTyTe 2743242 A15russ 1 Job Reference (optional) is ruswuurce (Piani Cky. FL), Piani city, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 09:12:03 2021 Page 1 ID:xZpBkWmmOH Cg6fGU WAKsgrzCf2U-WoT2WskfppaD W1 mORIXXulw?065Pn_nl iSzj IezMZLA -1-4-0 7-0- 14-6-2 21-10-8 29-2-14 36-9-0 1-4-0 1-1-4 3-2-12 7-6-2 7-4-6 7-4-6 7-6-2 6.00 F12 Scale = 1:65.9 5x6 = 3x4 = 5x8 = 3x6 = 3x4 II 3 17 4 5 186 7 14 13 12 11 10 9 8 4x4 = 4x4 = 2x4 11 4x4 = 7x8 11 ST1.Sxe STP = 6x8 = 6x8 = 4x6 = 14-6-2 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DO 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 M 31 `Except` 1-3: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=Mechanical Max Horz 2=243(LC 8) Max Uplift 2=-1824(LC 8), 8=-1897(LC 8) Max Grav 2=3402(LC 13), 8=3491(LC 13) 29-2-14 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.60 Vert(LL) 0.4611-12 >952 240 MT20 244/190 BC 0.77 Vert(CT)-0.5411-12 >815 180 WB 0.90 Horz(CT) 0.13 8 n/a n/a Matrix-MSH Weight: 426 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-1-9 oc bracing. WEBS 1 Row at midpt 6-8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7066/3656, 3-4=-6396/3391, 4-5=-9318/5036, 5-6=-6180/3352, 7-8=-460/412 BOT CHORD 2-14=3346/6292, 12-14=-5036/9318, 11-12=-4962/9160, 9-11=-4962/9160, 8-9=-3352/6180 WEBS 3-14=1079/2480, 4-14=-3314/1818, 4-12=0/462, 5-11=0/465, 5-9=3294/1780, 6-9=-551/1726, 6-8=-6710/3628 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: 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=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1824, 8=1897. 11) Girder carries hip end with 0-0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 762 Ito down and 360 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 00 1 aG i ., No 6:8182 �. S OF ;0: 'c P ,pIll'N A`,, . Joaquin Velez PE N6.68182 MITek USA; Inc. FL (;art 66A 6904:'Pake East Blvd. Tampa FL 33610 D6fe: ADril 28.2021 WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ��" Design valid for use only with 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 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, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 31/ PH3 WATERSTONE T23728578 2743242 A15 Half Hip Truss 1 Job Reference (optional) Builders FirstSOurce (Plant City, FL), Plant City, FL - 33567, 8.430 5 Apr 20 2021 MI I eK Industries, Inc. I ue Apr 21 M12:U3 ZU21 Page 2 ID:xZpBkWmmOHCg6fGUWAKsgrzCf2U-WoT2WskfppaDW1 mORIXXulw?065Pn_nl iSzjlezMZLA LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=120(1`=-66), 2-14=-20, 8-14=-44(F=-24) Concentrated Loads (lb) Vert: 14=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 parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Qty Ply LOT 31/ PH3 WATERSTONE TA �MONOHIP T23728579 2743242 1 2 Job Reference (optional) Builders rirstaource (Plant city, FL), Plant city, FL - 3356/, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 09:12:04 2021 Page 1 ID:xZpBkWmmOH Cg6fGU WAKsgrzCf2U-_1 QjCIHa7i48B KC_S2m RzT8TWRnW V5Ax6iHg4zMZL9 -1-4-0 7-0-0 13-4A4 19-8-0 25-11-2 32-4-0 1-4-0 7-0-0 6-4.14 6-3-2 6-3-2 6-4-14 6.00 F12 4x4 = 4x6 = 3x4 = 18 5x8 = Scale = 1:56.8 3x4 = 3x4 11 19 6 20 7 iy 13 12 11 10 9 8 3x4 = 5x6 = 3x4 = 5x6 = 2x4 II 3x4 = 6x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.36 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.43 11-12 >895 180 BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(CT) 0.13 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 329 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or4-3-11 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-6-3 oc bracing. 7-8: 2x4 SP No.2 WEBS 1 Row at midpt 6-8 REACTIONS. (size) 8=0-4-0, 2=0-8-0 Max Horz 2=243(LC 8) Max Uplift 8=-1642(LC 8), 2=-1572(LC 8) Max Grav 8=3026(LC 13), 2=2938(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5858/3006, 3-4=-5285/2797, 4-5=-7104/3830, 5-6=-4498/2438, 7-8=-383/344 BOT CHORD 2-14=2762/5202, 12-14=-3830/7104, 11-12=-3657/6766, 9-11=-3657/6766, 8-9=-2438/4498 WEBS 3-14=856/2033, 4-14=-2175/1188, 4-12=0/337, 5-12=-235/389, 5-11=0/389, 5-9=-2609/1402, 6-9=-534/1571, 6-8=-5086/2756 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"&') 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 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=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=1642,2=1572. 10) Girder carries hip end with 0-0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 762 lb down and 360 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 Continued on Dace 2 ,,,1�11111►/iI/ pill "IN vi .IrAe . * �';•� �I No, .66182 S Tr OF /L SOT Joaquin Velez PE N6,68182 MITek11Sk,Inc. FL 60rt 8634. 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. 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/I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL' 36610 Job Truss Truss Type Qty Ply LOT 31/ PH3 WATERSTONE T23728579 2743242 A16 MONO HIP 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 09:12:04 2021 Page 2 ID:xZpBkWmmOHCg6fGU WAKsgrzCf2U-_1 QjCIHa7i48B KC_S2mRzTBTWRnW V5Ax6iHg4zMZL9 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-118(F=-64), 14-15=-20, 8-14=-44(F=-24) Concentrated Loads (lb) Vert: 14=475(F) ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 T ek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mi 9 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke last Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City 31/ PH3 WATERSTONE T23728580 2743242 B01 Common Truss APlyLOT 1 ob Reference (optional) Builders FlrstSource (Plant tarty, FL), Plant tatty, FL - 335tiJ, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 09:12:05 2021 Page 1 ID:xZpBkWmmOHCg6fGU WAKsgrzCf2U-SAbowYmvLRgxlLvPYAZ?_A?RgwyJF4_JAmSgMXzMZL8 -1-4-0 10-4-0 20-8-0 22-0-0 1-4-0 10-4-0 10-4-0 1-4-0 OR 4x4 21 20 19 1817 16 15 14 2x4 II 2x4 II 2x4 II 3x4 = 2x4 II 2x4 II 2x4 II 2x4 I Scale = 1:39.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 12 n/r 180 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 13 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 12 n/a rile BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 109 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 P BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-8-0 (lb) - Max Horz 2=-203(LC 8) Max Uplift All uplift 100 lb or less at joints) 20, 15 except 2=-175(LC 10), 12=-175(LC 10), 19=-101(LC 10), 21=-146(LC 10), 16=-101(LC 10), 14=-146(LC 10) Max Grav All reactions 250 lb or less atjoint(s) 2, 12, 17, 19, 20, 16, 15 except 21=296(LC 15), 14=302(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-72/278, 7-8=-72/278 WEBS 4-21=212/297, 10-14=-218/297 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=5.Opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 1-8-0, Exterior(2N) 1-8-0 to 7-4-0, Comer(3R) 7-4-0 to 13-4-0, Exterior(2N) 13-4-0 to 19-0-0, Corner(3E) 19-0-0 to 22-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 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 lgn d 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) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 15 except at=lb) 2=175, 12=175, 19=101, 21=146, 16=101, 14=146. `U IIItffI��,I ..PQIN FC+. No .6'81`82. ♦: y r. �• ;.fr. OF46 Ltl ONA� `E��% Joaquin.Velez PE Nd.68182 MiTek USA,'Inc. FL deft: 634. 6904:Parke Eatffflvd. Tampa FL 33610 D`afe.-' April 28,2021 -- WARNING-Veri(ydesign 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 311 PH3 WATERSTONE T23728581 2743242 B02 ROOF TRUSS 6 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 09:12:07 2021 Page 1 ID:xZpBkWmmOH Cg6fGU WAKsgrzCf2U-OZjZLDn9s25f?f3ngaCT3b5dRjSLjvXcd4xxRPzMZL6 1 4-0 5-54 10-4-0 15-2-12 20-8-0 22-0-0 1-4-0 5-5-0 4-10-12 4-10-12 5-5-4 1-4-0 Scale=1:37.4 3x4 = Iq 0 2x4 // 3x4 = 2x4 \\ 4x4 = 4x4 = 7-0-13 13-7-3 20-8-0 7-0-13 6-6-5 7-0-13 Plate Offsets (X,Y)-- [2:0-1-8,Edge), [4:0-2-0,Edgel, [6:0-1-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.35 10-13 >713 240 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.43 10-13 >574 180 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=-215(LC 8) Max Uplift 2=-462(LC 10), 6=-462(LC 10) Max Grav 2=966(LC 16), 6=966(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1414/836, 5-6=-1414/836 BOT CHORD 2-10=512/1260, 8-10=-520/1178, 6-8=-512/1273 WEBS 3-5=-1281/1166,3-10=0/349,5-8=0/349 PLATES GRIP MT20 244/190 Weight: 88 lb FT = 20% TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-1-11 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3=second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 7-4-0, Exterior(2R) 7-4-0 to 13-4-0, Interior(1) 13-4-0 to 19-0-0, Exterior(2E) 19-0-0 to 22-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=462, 6=462. 7) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ��10�IN No 6,8182. OF (u Joaquin Velez PE No.68182 MfTek'USA, Inc. FL Gert 6634. .6904;Parke East Blvd. Tampa FL 33610' Date: April 28,2021 ® WARNING -Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 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 iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing .of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job sTruss Type Qty Ply LOT31/PH3WATERSTONET23728582 TB 2743242 ROOF TRUSS 4 1 Job Reference (optional) ouuueia ri a OU— lnanr Giiy, FL), nano city, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 09:12:08 2021 Page 1 I D:xZpBkWmmOHCg6fGU WAKsgrzCf2U-IIHxZZondM DVcoezD l7ibpdng7oBSNBmskgUzszMZL5 1 4-0 5-5-4 10-4-0 15-2-12 20-3-8 1-4-0 5-5-4 4-10-12 4-10-12 5-0-12 N 1 Scale = 1:36.2 3x4 2x4 // 3x4 = 2x4 \\ 4x4 = 4x6 = 20-3-8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.92 BC 0.80 WB 0.38 Matrix-MSH DEFL. in Vert(LL) -0.36 Vert(CT) -0.47 Horz(CT) 0.04 (loc) Udefl L/d 9-15 >677 240 9-15 >522 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 86lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-6-14 oc bracing. WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 6=0-3-8, 2=0-8-0 Max Horz 2=207(LC 9) Max Uplift 6=-353(LC 10), 2=-459(LC 10) Max Grav 6=879(LC 17), 2=953(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1366/839, 5-6=-1379/837 BOT CHORD 2-9=-598/1199, 7-9=-606/1118, 6-7=-596/1205 WEBS 3-5=-1206/1166, 3-9=0/348, 5-7=0/330 NOTES- 1) Unbalanced roof live loads have been considered for this design CE 2) ve=4ft; Cat. 1GC or I�Exp CS Encl., i=0 18; MPWFRS (directional) and C-1C Exterior 2EL-4 4-0 to 1 8-0 ntter or 1 1-8-0 to 7 4 0 Exter 2R 7-4-0 to 13-4-0, Interior(1) 13-4-0 to 17-3-8, Exterior(2E) 17-3-8 to 20-3-8 zone; cantilever left and right exposed end vertical left `%%.% u I N ��� lj�, ; and right exposed;C-C for forces & MWFRS ,♦♦ OPQ members and for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for live load SF verifying applied roof 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. '♦♦ �;� �� .�. ' N Q 681 8 •': 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 •`. A *. will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb), 6=353, 2=459. .. „ � OF •' 7) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ;�0 •� R Q P �N_,. 4oag6I6.Velez PE Nd:88182 MITek USA; Inc. FL. Gert 6634. 69114;Pa fke Fast Blvd. Tampa FL 33610 f)afe: April 28,2021 ® WARNING- Vedty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473rev. 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 p 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 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 311 PH3 WATERSTONE T23728583 2743242 C01 GABLE 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 09:12:09 2021 Page 1 ID:xZpBkWmmOH Cg6fGU WAKsgrzCf2U-LxgJmvpQOfLMEyDAn?exBCAOwXC6Bq Wv4OQ2WIZMZL4 -1-4-0 8-4-11 14-4-0 17-3� 24-8-0 126-0-0 1-4-0 8-4-11 5-11,5 2-11-4 74-12 1-4-0 4x8 i 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` 9-17: 2x4 SP No.3, 13-16: 2x4 SP No.2 P WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 Scale = 1:50.5 4x4 6.00 12 .,.,, „ 7 2x4 II 2x4 11 3x4 2x4 11 2x4 11 ST1.5x8 STP = 2x4 11 6x8 = CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.70 Vert(LL) 0.16 22-37 >999 240 MT20 244/190 BC 0.56 Vert(CT) -0.21 22-37 >995 180 WB 0.37 Horz(CT) 0.06 13 n/a n/a Matrix-MSH Weight: 160 lb FT = 20% BRACING - TOP CHORD Structural woad sheathing directly applied or 4-7-1 cc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. JOINTS 1 Brace at Jt(s): 23, 24, 25 REACTIONS. (size) 13=0-3-0, 2=0-8-0, 17=0-8-0 Max Horz 2=241(LC 9) Max Uplift 13=-433(LC 10), 2=421(LC 10). 17=-502(LC 10) Max Grav 13=415(LC 1), 2=737(LC 1), 17=817(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-959/593, 4-5=232/254, 6-7=-152/321, 7-8=-168/326, 8-9=-161/276, 11-13=-384/650 BOT CHORD 2-22=443/915, 20-22=-443/912, 19-20=443/912, 18-19=-443/912, 17-18=443/912, 16-17=-383/625, 15-16=-450/320, 13-15=-450/320 WEBS 4-22=0/321, 4-25=-885/570, 24-25=-843/547, 23-24=-875/576, 23-26=-887/549, 17-26=-876/589, 11-15=-308/155, 16-27=-264/623, 11-27=-263/603 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=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-4-0, Exterior(2R) 11-4-0 to 17-2-5, Interior(1) 17-2-5 to 23-0-0, Exterior(2E) 23-0-0 to 26-0-0 zone; cantilever right exposed ; end vertical right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Gable studs spaced at 2-0-0 cc. 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) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 13=433, 2=421, 17=502. 0 0011111lti4 , No 6$'82 -ST . OF tr�Cl �i,Q N AL EN . doaquI6 Velez PE Nd.68182 MiTek USA, Inc. FL Qert 6634 6904 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. 5/19/2020 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 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 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 Qly Ply LOT 31/ PH3 WATERSTONE T23728584 2743242 CO2 SPECIAL TRUSS 1 1 Job Reference o tional Irstaource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 09:12:11 2021 Page 1 ID:xZpBkWmmOH Cg6fGU WAKsgrzCf2U-HKy3BbggwHb4TGNYvQgPDRFMiLrhfeYCYiv8aAzMZL2 -1-4-0 8-4-12 14-4-0 17-34 24-8-0 26-0-0 1-4-0 8-4-12 5-114 2-11� 7-4-12 1-4-0 4x8 6.00 12 3x4 i 2x4 II 3x4 = 3x4 = ST1.5x8 STP = 6x8 = 14-4-0 Scale = 1:51.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.30 B-19 >305 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) 0.25 8-19 >357 180 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) -0.02 6 n/a n/a BCDL 1,0.0 Code FBC2020/TP12014 Matrix-MSH Weight: 128lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. BOT CHORD 2x4 SP No.2 'Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 5-9: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-3-0, 9=0-8-0 Max Horz 2=253(LC 9) Max Uplift 2=-426(LC 10), 6=-464(LC 10), 9=466(LC 10) Max Grav 2=699(LC 1), 6=362(LC 20), 9=911(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-894/596, 3-4=306/389, 4-5=-163/398, 5-6=-148/276 BOT CHORD 2-12=433/827, 10-12=-434/825, 8-9=-402/764, 5-8=-353/426 WEBS 3-12=0/333, 3-10=-725/529, 4-10=-241/477, 4-9=630/113 NOTES- 1) Unbalanced roof live toads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-4-0, Exterior(2R) 11-4-0 to 17-2-5, Interior(1) 17-2-5 to 23-0-0, Exterior(2E) 23-0-0 to 26-0-0 zone; cantilever left and right exposed ; end vertical right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=426, 6=464, 9=466. `�II11111l��� RO 68t82 �9 $ OF %<OR1p• �N. 70 NrAIL Joaquln Velez PE Nd.66182 MiTek USA,;inc. FL 66t 6634 ,6904:Parke Ead .Bill&Tampa FL 33610 Date: April 28,2021 -- WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 31/ PH3 WATERSTONE T23728585 2743242 CO3 SPECIAL TRUSS 1 1 Job Reference (optional) Builders FirstScurce (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 09:12:12 2021 Page 1 I D:xZpBkWmmOHCg6fGU WAKsgrzCf2U-I W WSPxrlhajx5QyISBBemfoXQkD105oLnMei6dzMZL1 1 -14-0 8-4-12 14-4-0 i 17-3-4 i 23-6-0 194-8-0 1 96-0-0 i 1-4-0 8-4-12 5-11-4 2-11-4 6-2-12 1-2-0 1-40 4x8 6.00 12 3x4 i 2x4 11 3x4 = 3x4 = ST1.5x8 STP = 6x8 = 24-8-0 i 8-4-12 8�10-}4 14-4-0 16- 0 21,7-3-4 23-6-0 23r8-0 8-4-12 -6- 5-5-2 2-4-0 -7 6-2-12 0- -0 Scale = 1:51.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.18 12-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.27 12-15 >761 180 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) -0.02 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 130lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc puriins. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 5-9: 2x4 SP No.3 WEBS 2x4 SP No.3 WEDGE Right: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 9=0-8-0, 6=0-4-0 Max Horz 2=253(LC 9) Max Uplift 2=-430(LC 10), 9=413(LC 10), 6=513(1_C 10) Max Grav 2=703(LC 1), 9=867(LC 1), 6=402(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-903/619, 3-4=315/413, 4-5=-164/414, 5-6=-129/301 BOT CHORD 2-12=-455/827, 10-12=-455/825, 8-9=-348/657, 5-8=-305/370 WEBS 3-12=0/333, 4-10=-237/477, 3-10=-724/528, 4-9=-639/109 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=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterjor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-4-0, Extedor(2R) 11-4-0 to 17-2-5, Interior(1) 17-2-5 to 23-0-0, Exterior(2E) 23-0-0 to 26-0-0 zone; cantilever left and right exposed ; end vertical right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrentwith any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=430, 9=413, 6=513. ��� PQU IN .� VF<11"i`!r E•N S` F- N:o 6.8 182. 9' S OF • O , �. Joagwn Velez PE Nt .68182 MITekUSA, Inc. IF L Q0 6684 6904:Parke East Blvd. Tampa FL 33610 Dafe: 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 withMiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Oty Ply LOT 31/PH3WATERSTONET23728586 2743242 T Special Truss 1 Job Reference (optional) IrstSuurce (Plant City, FL), Plant City, FL-3356/, �1 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 09:12:13 2021 Page 1 4-2-4 2-114 3-2-10 ' 3-6-2 7x8 6.00 F12 '< l -1 2210 ST1.5x8 STP = 4x12 II 7x8 = 7x8 = ST1.5x8 STP = 46 = 4x12 II 8 Im m 0 Scale = 1:50.8 7-1 8 10-1-12 14-4-0 16-8-0 1 -3 20-5-14 23-8-0 2 - -0 7-1-8 3-0-4 4-2-4 2-4-0 -7 3-2-10 3-2-2 0-4-0 Plate Offsets (X,Y)-- [2:0-0-12 0-0-3],[3:0-2-4 0-3-0] [8:0-1-8 0-7-10] [11:0-4-0 0-4-4] [12:0-4-0 0-4-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.22 13 >943 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.23 13 >888 180 BCLL 0.0 Rep Stress Incr NO WB 0.83 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 306 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-12: 2x6 SP M 26, 6-10: 2x4 SP No.3, 10-12: 2x6 SP No.2 WEBS 1 Row at midpt 4-11, 5-10 WEBS 2x4 SP No.3 *Except* 4-12,5-11: 2x4 SP No.2 SLIDER Right 2x6 SP No.2 -t 1-11-12 REACTIONS. (size) 8=0-4-0, 2=0-8-0, 10=0-8-0 Max Horz 2=241(LC 7) Max Uplift 8=-257(LC 8), 2=-3063(LC 8), 10=3897(LC 8) Max Grav 8=210(LC 18), 2=4730(LC 13), 10=7196(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9942/6374, 3-4=-7181/4261, 4-5=-2789/1612, 5-6=129/265, 6-8=-251/190 BOT CHORD 2-13=5705/8974, 12-13=-5599/8842, 11-12=-3579/6310, 10-11=-1230/2491, 9-10=466/485,6-9=-410/367 WEBS 3-13=3200/3983, 3-12=-3844/3126, 4-12=-3857/6390, 4-11=5967/3671, 5-11=3917/7489, 5-10=-6895/3416 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "xY) 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, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-2-0 oc, Except member 12-3 2x4 - 1 row at 0-9-0 oc, member 4-12 2x4 - 1 row at 0-9-0 oc, member 11-4 2x4 - 1 row at 0-9-0 oc, member 11-5 2x4 - 1 row at 0-9-0 oc, member 10-5 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=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical right exposed; porch right exposed; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing atjoint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=257, 2=3063, 10=3897. 06Ntruirddm D6*%tJls-in span(s): 36-9-0 from 7-1-8 to 16-8-0 "QUIN,.. NO 661'82. 9�: S OF � Joaquin Velez PE N6.68182 MiieKU,SA, Inc. FL Left 8634, 6904:Parkit East Blvd. Tampa FL 33610 Date: Anril 9R gf199 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE 115E. 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/TP/1 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 31/ PH3 WATERSTONE T23728586 2743242 C04 Special Truss 1 Job Reference o liana/ Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 09:12:13 2021 Page 2 ID:xZpBkWmmOH Cg6fGU WAKsgrzCf2U-Dj4gcHswSurojaWxOrjtlsLeNBUt7XQV?OOFf3zMZLO NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3157 lb down and 3001 lb up at 7-1-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-8=-54, 2-13=-20, 13-22=657(F=-637), 10-22=20, 9-14=-20 Concentrated Loads (Ib) Vert: 13=3009(17) ® 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/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 s Truss Type Qty Ply LOT 31/ PH3 WATERSTONE Plu5s T23728587 2743242 COMMON TRUSS 1 1 Job Reference (optional) Builders Firstaource (Plant city, FL), Plant City, FL - 33567, 1-4-0 i 8-8-0 4x4 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 09:12:14 2021 Page 1 g6fGUWAKsgrzCf2U-hveCpdtYDCzfKj57aZE6r4t_OY1 Ps9aeEg7pBVzMZL? �- ... ,.. 11 -- 2x4 II 2x4 II 2x4 II 5x6 = 2x4 II 2x4 II 2x4 II Scale = 1:33.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 13 n/r 180 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 13 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 89lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 17-4-0 (lb) - Max Horz 2=173(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 18, 20, 16, 14 except 2=-162(LC 10), 12=-162(LC 10). 19=-100(LC 10), 15=-100(LC 10) Max Grav All reactions 250 lb or less at joint(s) 2, 12, 17, 18, 19, 20, 16, 15, 14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-77/275, 7-8=-77/275 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=5.Opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 1-8-0, Exterior(2N) 1-8-0 to 5-8-0, Comer(3R) 5-8-0 to 11-8-0, Exterior(2N) 11-8-0 to 15-8-0, Corner(3E) 15-8-0 to 18-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIrrPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 cc. 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) Lumber designated with a IIPII is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for @s intended use. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 20, 16, 14 except (jt=lb) 2=162, 12=162, 19=100, 15=100. S�it &IN tVij 411��i . NO .6,81; 82 2. ST E: (?F s 44/• C p R O P N_. Joaquin.Velez PE No:68182 M1Tek'usk inc: FL Cert8634. .6964:kilke East Bivd.Tampa FL 33610 bate: 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 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. Sataty /ntomration available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type Qty Ply LOT 31/ PH3 WATERSTONE T23728588 2743242 C06 COMMON TRUSS 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 09:12:16 2021 Page 1 ID:xZpBkWm mOH Cg6fGU WAKsgrzCf2U-ellyEluplpDNa1 FWhzGawVz81MXLK2hxh_cvEOzMZKz -1-4-0 4-7-4 8-8-0 12-8-12 17-4-0 18-8-0 1-4-0 4-7-4 4-0-12 4-0-12 4-7-4 1-4-0 Scale: 3/8"=1' 6x8 I" 0 44 = 5x8 = 4x4 = 8-8-0 17-4-0 8-8-0 8-8-0 Plate Offsets (X,Y)-- [2:0-1-8,Edgel, [3:0-5-0,0-1-121, [4:0-1-8,Edgel, 16:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.19 6-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.32 6-12 >641 180 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 65 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 or 6-11-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 4=0-8-0 Max Horz 2=185(LC 9) Max Uplift 2=-403(LC 10), 4=-403(LC 10) Max Grav 2=713(LC 1), 4=713(LC 1) FORCES. (lb) -Max. ComplMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-917/721, 3-4=917/721 BOT CHORD 2-6=-374/737, 4-6=374/737 WEBS 3-6=-33/404 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=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 5-8-0, Exterior(2R) 5-8-0 to 11-8-0, Interior(1) 11-8-0 to 15-8-0, Exterior(2E) 15-8-0 to 18-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 DOL=1.60'•01N ,��1111111/7� plate grip 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the this •°,G �j use of truss component. 4) This truss has been designed fora 10.0 bottom live load live loads. ��� ,� E iV psf chord nonconcurrent with any other 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 IN Q 681' 82. will fit between the bottom chord and any other members. 6) Provide * ' r mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=403, 4=403. .S E. OF ON AI- . Joaquin Velez PE W.68182 MiTek USA, Inc. FL Gert:6634. '664:Parke EaitB[4 Tampa FL 336,10 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 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 Type Ply LOT 311 PH3 WATERSTONE Truss T23728589 2743242 JACK -OPEN TRUSS 4 4 1 Job Reference (optional) Builders Flrstbource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 09:12:17 2021 Page 1 ID:xZpBkWmmOHCg6fGU WAKsgrzCf2U-6UJLSevR W7LE BBgiFhnpTiVUF1383XK5weMTngzMZKy -1-4-0 0-11 4 ' 1-4-0 0-11-4 Scale = 1:7.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.00 5 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC 10) Max Uplift 3=-3(LC 1), 2=195(1_C 10), 4=-15(LC 1) Max Grav 3=20(LC 10), 2=158(LC 1), 4=44(LC 10) 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=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3, 4 except (jt=lb) ,P.(�V N;o 6,8182 �=p Q. OF tCl �iFs•,� OR.,O. Joaquin Velez PE Nq.681.82 MITek'USA,.Inc., FL 6rt 6634. 6964: Rorke EaBt Blvd. Tampa FL 33610 Date: April 28,2021 WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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/rP/f 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 31/ PH3 WATERSTONE T23728590 2743242 CA Jack -Open Truss 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 09:12:18 2021 Page 1 ID:xZpBkWmmOHCg6fGUWAKsgrcCf2U-agtjf w3HQT5pLPup012?w2f?9PNo_aE9150JGzMZKx -1-4-0 0-114 , Scale = 1:7.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 nla n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-3-0, 4=Mechanical Max Horz 2=79(LC 10) Max Uplift 3=-6(LC 7), 2=-213(LC 10), 4=-22(LC 15) Max Grav 3=15(LC 10), 2=158(LC 1), 4=32(LC 10) 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=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterlor(2E) zone; cantilever left and right exposed ; 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 capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) ,I I I I II)ii� I� plate ,0 U IN 2=213. .%% OP G E No 0182 ST OF Joaquin .Velez PE No.68182. Mfiek'USA; Inc:. FLCert 6634 6904: Parke East 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. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSVTP/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 31/ PH3 WATERSTONE T23728591 2743242 CJ3 Jack -Open Truss 4 1 Job Reference o tional tduilaers Firsmiource (Plant uity, FL), Plant City, FL - 33557, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 09:12:19 2021 Page 1 I D:xZpBkWmmOHCg6fGU WAKsgrzCf2U-2tR5tKwh2kbyRV_5N6pHY7agk2 jTXRgNOyrarjzMZKw -1-4-0 2-11-4 1-4-0 2-114 Scale = 1:12.7 2-11-4 2-11-4 Plate Offsets (X,Y)-- [2:0-4-0 0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.23 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=132(LC 10) Max Uplift 3=-52(LC 10), 2=-157(LC 10) Max Grav 3=68(LC 15), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-070 wide will fit between the bottom chord and any other members. Refer to girder(s) ss truss to 6) Provide mechanical rconnection ub others) truss to bearing late capable of withstanding 100 lb uplift at'oint s 3 except (Y ) 9 p P 9 P 1 O P Gt=1b) �P.Qu I N VF�,!eo, ` F '' �I 2=157. •• �'`�• J, v�GENSF e' �•' N` . 681`82. S Of off 11110, Joaquin Velez PE N6.68182 Welk USA; Inc: FL Gera 6634. 69114:Parke East 61vd. Tampa FL 33610 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 ANSI/TPll 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 31/ PH3 WATERSTONE T23728592 2743242 CJ3P Jack -Open Truss 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 09:12:19 2021 Page 1 ID:xZpBkWmmOHCg6fGUWAKsgrzCf2U-2tR5tKwh2kbyRV 5N6pHY7agkZiFXRgNOyrarjzMZKw -1-4-0 2-11-4 1-4-0 2-11-4 Scale = 1:12.7 N N 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 0.23 Vert(LL) 0.02 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 12lb 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=0-3-0, 4=Mechanical Max Harz 2=132(LC 10) Max Uplift 3=-62(LC 10), 2=-212(LC 10), 4=-41(LC 7) Max Grav 3=61(LC 15), 2=195(LC 1), 4=49(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=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed; 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 at=lb) 2=212. ,,,,%lilllll/yl�,,, ,��OPQUIN VET!''%. J•. OENS NO .68182. :� S OF t� O N AI_ S�%% Joaquin Velez PE Nd.6182 MiTek USA, Inc. FL Ceit 6634 6964;Pa ke East,Blvd. Tampa FL 33610 Date: April 28,2021 A WARNING -Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properlyincorporate 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/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 City Ply LOT 311 PH3 WATERSTONE T23728593 2743242 CJ5 Jack -Open Truss 4 1 Job Reference fo lional builders Firstbource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 09:12:20 2021 Page 1 ID:xZpBkWmmOH Cg6fGU WAKsgrzCf2U-W3?T4gxJo2jo3eZHwpLW5L7wwz_M Gu4Xcca7N9zMZKv 1 4-0 4-11.4 1-4-0 4-11-4 3x4 = Scale = 1:17.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.06 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.06 4-7 >908 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 18lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-4 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=185(LC 10) Max Uplift 3=-107(LC 10), 2=-167(LC 10) Max Grav 3=127(LC 15), 2=262(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. . II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 3=107, 2=167. %111111tIfI/ PQU IN NO 68,182 S OF `` Joaquln Velez PE Nd.68182 Mfiek USA; Inc. FL Gera 8634. 6904:Parke East Blvd: Tampa FL 336.10 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 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 ANS17TP1f Quality Cdteria, 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 Qty Ply LOT 31/ PH3 WATERSTONE T23728594 2743242 CJ513 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 09:12:21 2021 Page 1 ID:xZpBkWmmOHCg6fGU WAKsgrzCf2U-_FZrHOyxZLrfgoBTUXsldYg2gNFH?LKgrGKgwbzMZKu i -1-4-0 4-114 1-4-0 4-11-4 Scale = 1:17.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.16 4-7 >359 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) 0.15 4-7 >396 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 18lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or4-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=185(LC 10) Max Uplift 3=-122(LC 10), 2=-261(LC 10). 4=75(LC 10) Max Grav 3=116(LC 15), 2=262(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=122, 2=261. ��{IIIIILfII %0 dkk IN• No Q8182 O :• S T OF ,= J JoaquJn Velez PE Nd:68182 Mgek'USA, Inc. FL Cert 6634, 6904:Parke East Blvd. Tampa FL 33610 Dater April 28,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a buss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bradng 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/TPH Quality Criteria, DSB-e9 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 Qly Ply LOT 31/ PH3 WATERSTONE T23728595 2743242 EJ7 JACK -OPEN TRUSS 29 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 09:12:21 2021 Page 1 ID:xZpBkWmmOHCg6fGUWAKsgrzCf2U=FZrHOyxZLrfgoBTUXsldYgOsNFm?LKgrGKgwbzMZKu -1-4-0 7-0-0 1-4-0 7-0-0 2 4x4 = 7-0-0 7-0-0 Scale = 1:23.0 Plate Offsets (X,Y)-- 12:0-1-4 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.20 4-7 >410 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.23 4-7 >368 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 24lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-7-5 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=241(LC 10) Max Uplift 3=-162(LC 10), 2=-185(LC 10) Max Grav 3=188(LC 15), 2=336(LC 1), 4=124(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=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-8-5, Exterior(2R) 2-8-5 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 widewill fit between the chord any other members. otru �N V 5) Refer to girder(s) for s to trussttom onnect onsd connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) ,,,,� PQV 3=162, 2=185. .• NO 00182 STA OF •��FS • � O R.1 Q � ��_� Joaquto,Velez PE No.68182 Mgek;USA,:ipc..FL 6It 6' 6'X .60C 4: rke E*,Qlvd. Tampa FL 33610 Dili April 28, 2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1.9/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not•. a truss system. Before use, the building designer must verify the applicability of design parameters, and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/f 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 311 P113 WATERSTONE T23728596 2743242 EJ7P 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 09:12:22 2021 Page 1 ID:xZpBkWmmOH Cg6fGU WAKsgrzCf2U-SR7EVMZZKfzWlyjg2EN_AmCDImYDkjKg4w3ES2zMZKt -1-4-0 3-3-1 7-0-0 1-4-0 3-3-1 3-8-15 Scale = 1:22.6 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 0.76 BC 0.94 WB 0.27 Matrix -MP DEFL. in Vert(LL) 0.28 Vert(CT) 0.25 Horz(CT) -0.01 (loc) I/deft Lid 6-9 >290 240 6-9 >326 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight:31 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-4-0, 6=Mechanical Max Horz 2=241(LC 10) Max Uplift 4=-87(LC 10), 2=-317(LC 10), 6=-203(LC 10) Max Grav 4=101(LC 15), 2=334(LC 1), 6=178(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-313/503 BOT CHORD 2-6=-846/293 WEBS 3-6=-317/916 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-8-5, Exterior(2R) 2-8-5 rrii�� to 6-11-4 zone;porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1'.60 plate ,'�a�1 N V�<I��', grip DOL=1 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific `,,�� PQU N to the use of this truss component. 3) na 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' N o . 681' S 2' *,'• *. 5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide : will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections.:- 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=1b) �, S OF (V 2=317, 6=203. 'SS��NA�; 4oaquin Velez PE N6.681.82 MiTek'tJ A, Inc. FL CIlt 6634, 69114:PMrice 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. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply LOT 31/ PH3 WATERSTONE 3728597 T2 2743242 HJ7 Diagonal Hip Girder 2 1 Job Reference (optional) ^�� �•����_^ ^r, 11 LY, c.4Ga s Apr zu zuzi MI I eK Inaustnes, Inc. I ue Apr 27 09:12:23 2021 Pagel ID:xZpBkWmmOHCg6fGU WAKsgrzCf2U-wehcii_C5z6Nw6HscyuDizlOfAwf739zlapr _UzMZKs -1-10-10 3-5-10 9-10-13 1-10-10 3-5-10 6-5-3 Scale = 1:22.0 Plate Offsets (X Y)-- [2:0-2-11,0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.08 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.22 6-7 >529 180 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 44 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-6-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-8-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Harz 2=292(LC B) Max Uplift 4=-298(LC 8), 2=-234(LC 8), 5=53(1_13 8) Max Grav 4=342(LC 13), 2=413(LC 1), 5=303(LC 13) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-995/269 BOT CHORD 2-7=-515/977, 6-7=515/977 WEBS 3-7=0/300, 3-6=-998/526 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. It; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever 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) 5 except (jt=lb) 4=298, 2=234. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-4=-134(F=-40, B=40), 8=0(F=10, 13=10)-to-5=49(F=-15, B=-15) ♦QU f N , V r��1�i i No:68%82 S OF 44 Joaquin Velez PE Nd:68182 MITek•USA, Inc. FL Vert 66A 6904:Parke East Blvd. Tampa FL 33610 Date - April 28,2021 -- WARNING- Vedfydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19I2020 BEFORE USE. ��• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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?pll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety /nformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 31/ PH3 WATERSTONE T23728598 2743242 HJ7P Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 09:12:24 2021 Page 1 ID:xZpBkWmmOHCg6fGU WAKsgrzCf2U-PgE_wl_gsGEEXGs29fPS FBIVUaHRC W46XEYKWwzMZKr -1-10-10 3-5-9 9-10-13 1-11-10 3-5-9 6-5-4 Scale = 1:22.8 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DO 1.25 TC 1.00 Vert(LL) 0.21 6-7 >562 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.21 6-7 >568 180 BCLL 0.0 Rep Stress Incr NO WB 0.77 Horz(CT) -0.02 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 44lb 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 or 5-7-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-5-11, 5=Mechanical Max Horz 2=291(LC 8) Max Uplift 4=300(LC 8), 2=423(LC 8), 5=-240(LC 8) Max Grav 4=336(LC 13), 2=412(LC 1), 5=299(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-987/728 BOT CHORD 2-7=-943/951, 6-7=943/951 WEBS 3-7=-132/290, 3-6=970/963 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 6=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 4=300, 2=423, 5=240. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-4=-134(F=40, B=40), 8=0(F=10, B=10)-to-5=49(F=-15, B=-15) IN I.VE�'f 4f�i No. 68182 �0: ST OF 144 O R .10: N ' % 1111.111,1111 JeaquUl Velez PE No. 68182 MiTek11SA, Inc. FL Carl669 .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 far an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guldance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply LOT 311 PH3 WATERSTONE T23728599 2743242 P03 Hip Girder 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 09:12:25 2021 Page 1 I D:xZpBkWmmOHCg6fGU WAKsgrzCf2U-tOoM7N7SdaM59QRFjMwhoOgla_Z8x6cGmulu3MzMZKq �-0-0 _ , 3-4-14 7-0-0 13-0-0 16-7-2 20-0-0 21-4-0 1-4-0 ' 3-4-14 3-7-2 6-0-0 ' 3-7-2 3-4-14 1-4-0 Scale = 1:36.9 4x6 = 48 = 3x8 = 3x8 = 4x4 = 3x4 = 3x8 = 7-0-0 13-0-0 20-0-0 7-0-0 ' 6-0-0 7-0-0 Plate Offsets (X,Y)--[2:0-8-0,0-0-101,[4:0-3-8,0-2-41,[5:0-5-4,0-2-0) [7:0-8-0,0-0-101 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 0.66 Vert(LL) 0.21 9-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.21 9-17 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(CT) -0.08 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 98lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc puriins. 4-5: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-1-2 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=04-0, 7=0-4-0 Max Harz 2=154(LC 7) Max Uplift 2=-1301(LC 8), 7=-1301(LC 8) Max Grav 2=1581(LC 1), 7=1581(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3001/2336, 3-4=-2839/2241, 4-5=-2546/2069, 5-6=-2837/2241, 6-7=-3002/2336 BOT CHORD 2-11 =1 975/2751, 9-11 =-1 825/2538, 7-9=-1975/2637 WEBS 4-11=171/456, 5-9=-171/456 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=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific U N I� to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. +►� ��' �. ••�.CE,NS c' 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. .�, NO 68182 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) *',• •."* 2=1301,7=1301. 8) Girder carries hip end with 7-0-0 end setback. �'0, • . 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 605 lb down and 376 lb up at .. ,lI 13-0-0, and 605 lb down and 376 lb up at 7-0-0 on top chord. The design/selection of such connection device(s) is the pO STAB O F vy`� responsibility of others. '�. T • ' �•' Q-.• _4' 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). o: R :• �� andard LOAD A Roof Live CSE(S)St (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) 4oaquin.Uelez PE N6.68182 Vert: 1-4=-54, 4-5=-117(F=-63), 5-8=-54, 12-15=-43(F=-23) MiTek USA; nc: ll G6rt:8634. Concentrated Loads (lb) 6900airke East Blvd. Tampa FL 336.10 Vert: 4=-347(F) 5=-347(F) bate. April 28,2021 -- ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19l2020 BEFORE USE. Design valid for use only with 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 pp p� building design. Bracing indicated is to prevent buckling of Individual lwW ss web and/or chord members only. Additional temporary and permanent bracing �y� ITQ�• 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 Job Truss Truss Type Qly Ply LOT 31/ PH3 WATER, T23728600 2743242 PO4 Hip 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Tue Apr 27 09:12:26 2021 Page 1 ID:xZpBkWmmOHCg6fGUWAKsgrzCf2U-LDMkLjO4OuUynZORH4RwKcNtFOv9gwBP?X1 RbpzMZKp 4-6-9 9-0-0 11-0-0 15-5-7 20-0-0 4-6-9 4-5-7 2-0-0 4-5-7 4-6-9 Scale = 1:34.0 4x4 = 4x4 = 46 = 3x4 = 5x8 WB = 3x4 = 4x6 = -0-0 20-0-0 I$ 9-0-0 2-0-0 9-0-0 Plate Offsets (X,Y)-- [1:Edge 0-0-4), [6:Edge 0-D-4j LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.53 7-15 >449 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) 0.47 7-15 >516 180 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(CT) -0.05 6 We n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-MSH Weight: 92lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins. 3-4: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=0-4-0, 6=0-4-0 Max Horz 1=167(LC 9) Max Uplift 1=-738(LC 10), 6=-738(LC 10) Max Grav 1=740(LC 1), 6=740(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1294/2702, 2-3=-994/2299, 3-4=-838/2138, 4-5=994/2299, 5-6=-1294/2702 BOT CHORD 1-9=-2405/1147, 7-9=-1817/838, 6-7=-2405/1147 WEBS 2-9=-375/679, 3-9=855/287, 4-7=-855/287, 5-7=-375/679 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=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3.0-0, Interior(1) 3-0-0 to 4-9-1, Exterior(2R) 4-9-1 to 15-2-15, Interior(1) 15-2-15 to 17-0-0, Exterior(2E) 17-0-0 to 20-0-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 1=738, 6=738. 4V I N 1 Vic ���i�. I ``%, ESN,9 RD G8182 '0. . CC, 9 S 1' OF R,10,'\ �% Joaquin Velez PE Nd'.68182 MITek USA, Inc FL &rt 6834 .6904:Parke Easf lllvd. Tampa Fl. 33610 Date: April 28,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511g/4o20 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSO.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 Symbols PLATE LOCATION AND ORIENTATION 3j4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 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. 4 Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. 'BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal 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. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by 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 ANSUTPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.