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HomeMy WebLinkAboutTruss258 Southhall Lane, Suite 200 r,F=D Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com 81 Website: www.fdseng.com ENOINEERINO ASSOCIATES May 13, 2021 Building Department Ref: Adams Homes Lot: Lot 16 Blk. 3 Subdivision: Fort Pierce - Waterstone Address: 8336 Amalfi Cir. Model: 2265 3CF A LHG KA # 21-4886 Truss Company: Builders First Source Date of drawings: 4/24/21 Job No.: 2742554 Wind Speed: 160 Exposure: C Truss Engineer: Andrew Johnson 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. "%1111I I18 Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, 5/13/2021 5/13/2021 Carl A. Brown, P.E. Scott Lewkowski, P.E. FL. # 56126 FL. #78750 FDS Engineering Associates, A TSG Company "Your Building Code Experts” p ABLO oir S e *:�• N0 8786 ':�Cf1 w a O : STq •' Q 1 ID` 0� Luis Pablo Torre, P.E. FL. # 87864 -A CONNECTORS SCHEDULE ROOF TRUSS QT ID MODEL ROOF UPLIFT SYM 0 A* LUS24 / JUS24 895 / 836 490 /610 ILA' 6 A HTU26 / THD26 3600 / 3470 1555 / 2330 -1 LA 0 B HTU28 / THD28 4680 / 6040 2140 / 2330 11.13 0 C HTU26-2 / THD26-2 3600 / 3355 2175 / 2340 1 1 Lc 0 D HTU28-2 / THD28-2 4680 / 5005 3485 / 2696 1 Ip 0 E HGUS26-2 / THDH26-2 5320 / 5245 2155 / 2340 1 � F HGUS28-2 / THDH28-2 7460 / 8025 3235 / 3330 1IF 0 G HGUS26-3 /THDH26-3 5230 / 5245 2155 / 2340 1 LG r0 0 H HGUS28-3 / THDH28-3 7460 / 7835 3235 / 4370 1 u1 0 J THASR-L29 / 9100 / 8990 4095 / 4370 28 3 X 8 NOP ❑O Reviewed and Approved ❑ Reviewed with Notations ❑ Revise and Resubmit ❑ Not Reviewed (see explanation) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantifies and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner IDS ENGINEERING ASSOCIATES Date- 05/13/2021 By: ES Submittal No.: Project No.: 21-4886 Project Eng.: Luis Project Name: Adams Homes - Fort Pierce - Waterston - Lot 16 Blk 3 VERFY ALL DIMENSIONS AND CEIUNG CONDITIONS PRIOR TO APPROVAL SOME MIUNG FRALONG RECLINED IN FIELD BY BUILDER MAIN W FORCE RESMTBIO SYSTEMMC WMRID VAND ASCE7-16 IMPORTANT ENCLOSED EXPOSURE CATEGORY CCCUPANCYCATEGORY 0 This Drawing Must Be Approved And VAND LOAD 160 MPH Returned Before Fabrication Will YANU IMPORTANCE FACTOR 1.00 TRUSSES MW BEEN DESIGNED FOR A 10.0 FSF BOTTOM CHORD LNE LOAD Begin. For Your Protection Check All NONCONCURRENT WRI4 ANY OTHER LME LOAM Dimensions And Conditions Prior To APBELO I Plan. SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL• 20 PSF TCLL• 40 PSF BEEN ACCEPTED. TCDL- 07 PSF TCDL- 10 PSF By Date BCDL: 10 PSF BCDL• 6 PSF TOTAL: 37 PSF TOTAL 65 PSF DURATION: 1.25 DURATION: 1.00 CAUTIONM DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (le. 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 Backaharges 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: 6/12 CEILING PITCH: 0112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2X4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE Hatch Legend 11'4' BRG HGHT =0-0" BRG HGHT 10'-0" BRG HGHT BUILDER: Adams Homes PROJECT: Single Family 160 MODEL: 1 2265 A 3CAR 160 ADDRESS: 1 8336 AMALFI CIR LOT / BLOCK: 16 PH 3 SUBDIVISION: WATERSTONE CITY: FT PIERCE DRAWN BY: K SANCHEZ JOB # : 1 2742554 DATE: 10411912021 1 SCALE: I NTS PLAN DATE: 1 2021 REVISIONS: 1.JAN 2021 (NEW CODE) 2. 3. 4. 4408 Airport Road Plant City, FL 33563 Ph. (813) 305-1300 Fax (813) 305-1301 ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 2742554 - LOT 16 PH 3 WATERSTONE MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Ta a, FL 33610-4115 Customer Info: Adams Homes Port St Lucie Project Name: 2742554 Model: 2265 3 �apr Lot/Block: 16/PH3 Subdivision: WATERSTONE Address: 8336 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 54 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T23668988 A 4/24/21 23 T23669010 D13 4/24/21 2 T23668989 A2 4/24/21 24 T23669011 D15 4/24/21 3 T23668990 A4 4/24/21 25 T23669012 D17 4/24/21 4 T23668991 B7 4/24/21 26 T23669013 D19 4/24/21 5 T23668992 B9 4/24/21 27 T23669014 D21 4/24/21 6 T23668993 B11 4/24/21 28 T23669015 E3 4/24/21 7 T23668994 B13 4/24/21 29 T23669016 E5 4/24/21 8 T23668995 B15 4/24/21 30 T23669017 E7 4/24/21 9 T23668996 B17 4/24/21 31 T23669018 E71G 4/24/21 10 T23668997 B19 4/24/21 32 T23669019 E7S 4/24/21 11 T23668998 B21 4/24/21 33 T23669020 E7V 4/24/21 12 T23668999 C1 4/24/21 34 T23669021 E22 4/24/21 13 T23669000 C1S 4/24/21 35 T23669022 FG 4/24/21 14 T23669001 C1 V 4/24/21 36 T23669023 G7 4/24/21 15 T23669002 C3 4/24/21 37 T23669024 G9 4/24/21 16 T23669003 C3S 4/24/21 38 T23669025 G11 4/24/21 17 T23669004 C3V 4/24/21 39 T23669026 G13 4/24/21 18 T23669005 C5 4/24/21 40 T23669027 G 15 4/24/21 19 T23669006 C5V 4/24/21 41 T23669028 G 17 4/24/21 20 T23669007 D7 4/24/21 -42 T23669029 G19 4/24/21 21 T23669008 D9 4/24/21 43 T23669030 GGE 4/24/21 22 T23669009 D11 4/24/21 44 T23669031 H3 4/24/21 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: Johnson, Andrew x 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. un: April 24,2021 Johnson, Andrew 1 of 2 M""'Teko RE: 2742554 - LOT 16 PH 3 WATERSTONE Site Information: MiTek USA, Inc, 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Adams Homes Port St Lucie Project Name: 2742554 Model: 2265 3 Car Lot/Block: 16/PH3 Subdivision: WATERSTONE Address: 8336 AMALFI CIR, . City: Fort Pierce State: FL No. Seal# Truss Name Date 45 T23669032 H5 4/24/21 46 T23669033 H7 4/24/21 47 T23669034 1-17V 4/24/21 48 T23669035 K01 4/24/21 49 T23669036 K02 4/24/21 50 T23669037 M 4/24/21 51 T23669038 M3 4/24/21 52 T23669039 PB 4/24/21 53 T23669040 PB1 4/24/21 54 T23669041 R2 4/24/21 2 of 2 Job Truss Truss Type Qty Ply LOT 16 PH 3 WATERSTONE T23668988 2742554 A PIGGYBACK BASE TRUSS 5 1 Job Reference o tional Builders FlrstSource (Plant City, FL), Plant City, FL - 3356/, 8.430 s mar 22 202 i ml9 eK industries, !no. Wed Apr 2 i i8:4-i:59 Lull rage 1 ID:6gD IOH2OVegl Nkl sxoNemzyuU LB-ruyiiuUX7_74G QtAFbuRwfzpYzdzgfRAtNmZrzOPYs 5-2-12 8-11-0 12-11-12 21-0-0 25-8-0 31-1-13 36-2-11 42-7-8 44-0-0 4-0 5-2-12 3-B 4 4-0-12 8-0-4 4-8-0 5-5-13 5-0-13 6-4-13 Scale = 1:82.3 • ` 5x6 = 5x6 = 6 28 729 27 30 5x6 5x6 8 5 2x4 6.00 12 2x4 11 9 m 0 4 d 3x4 i ST1.5x8 STP = 31 3 ST1.5x8 STP = 10 r• 26 175x8 I 11 Io O 1 2 16 3315 34 14 35 13 36 12 O w 0 3x4 = 4x6 = 3xB 3x6 = 3x4 = 3x6 = 32 a-11-its 1a 3x6 = 2x4 II 6x. = 5-2-12 8-9-8 8-11-0 15-3-13 26-8-0 33-7-0 42-7-8 5-2-12 3-6 12 0- 8 6-4-13 10-4-3 7-11-0 9-0-8 Plate Offsets (X Y)-- [5:0-3-0,0-3-0] 16:0-3-8,0-2-41,[7:0-3-0 0-2-0],[8:0-3-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.40 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.64 14-16 >639 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.05 10 n/a rile BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 238 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except BOT CHORD 2x4 SP No.1 'Except' 2-0-0 oc purlins (4-8-2 max.): 6-7. 2-18: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-17, 6-16 REACTIONS. (size) 2=0-8-0, 10=0-7-8, 18=0-3-0 Max Harz 2=376(LC 11) Max Uplift 2=-442(LC 12), 10=671(LC 12), 18=841(LC 12) Max Grav 2=394(LC 23), 10=1586(LC 18), 18=1888(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-424/721, 3-4=313/348, 4-5=-271/333, 5-6=-1592/917, 6-7=-1528/926, 7-8=-1738/946, 8-9=-2541/1177, 9-10=-2728/1230 BOT CHORD 2-19=626/306, 18-19=-626/306, 16-17=450/1314, 14-16=-369/1390, 12-14=-714/1922, 10-12=-964/2387 WEBS 5-17=1988/733, 5-16=0/421, 6-14=-61/481, 7-14=-191/530, 8-14=-744/453, 8-12=148/627, 9-12=-349/299, 17-18=-1680/638, 3-18=409/814, 3-19=-474/206 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=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 21-0-0, Exterior(2R) 21-0-0 to 25-2-15, Interior(1) 25-2-15 to 25-8-0, Exterior(2R) 25-8-0 to,29-10-15, Interior(1) 29-10-15 to 44-0-0 zone; porch left exposed;C-C for members and forces.& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. - Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=442,10=671,18=841. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. A SEW `' G E N S� 02 ♦♦0 No 84643 Aono Johrlson PP No.114943 MiT6HR, Inc: FL:Ced 6W 16623:Sv npley.Ai4geRoad,giesi NId,MO6361T: gate: April 24,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated into prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MID 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 16 PH 3 WATERSTONE T23668989 2742554 A2 PIGGYBACK BASE TRUSS 1 1 Job Reference (optional) Irsmource (Plant city, rL), Plant uey, FL-- 33bbt, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:01 2021 Page 1 ID:6gD IOH2OVegl Nkl sxoNemzyuU LB-nH5j70wk3kErJZaGlgdM WLkloLdmRa7kdBsteizOPYq 14q 7-2� 1%11-12 21-0-0 25-8-0 31-1-13 36-2-11 42-7-8 44-0-0 1-4-0 7-2 4 5-9 8 8-0 4 4-8-0 5-5-13 5-0-13 6-4-13 41 8 3x6 = 3x6 II LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 'Except` 2-17: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 5x6 = 6.00 12 5x6 = 528 629 3x6 11 Scale=1:79.8 • CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TC 0.74 Vert(LL) 0.3417-20 >241 240 MT20 244/190 BC 0.83 Vert(CT) 0.2917-20 >289 180 WB 0.86 Horz(CT) 0.09 9 n/a n/a Matrix -AS Weight: 230 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-5-13 max.): 5-6. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at micipt 4-16, 5-13 REACTIONS. (size) 2=0-8-0, 9=0-4-0, 17=0-3-8 Max Harz 2=376(LC 11) Max Uplift 2=-338(LC 12), 9=-701(LC 12), 17=-842(LC 12) Max Grav 2=306(LC 23), 9=1670(LC 18). 17=1919(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-365/379, 3-4=273/292, 4-5=-1987/1025, 5-6=-1629/964, 6-7=1852/992, 7-8=-2562/1177, 8-9=2730/1220 BOT CHORD 15-16=-610/1856, 13-15=-424/1590, 11-13=-735/1983, 9-11=941/2361 WEBS 4-16=2270/776, 4-15=-82/274, 5-15=-127/490, 5-13=86/372, 6-13=-217/607, 7-13=694/432, 7-11=100/525, 8-11=-269/258, 16-17=1885/899, 3-16=-420/475 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=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 21-0-0, Exterior(2R) 21-0-0 to 25-2-15, Interior(1) 25-2-15 to 25-8-0, Exterior(2R) 25-8-0 to 29-10-15, Interior(1) 29-10-15 to 44-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=338, 9=701, 17=842. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. AV Na 84943 :�.. AndroJohrlstift PE W.84943 Mi1'ekUSA, Inc;fL CeR6694 iBg2351nngley:HlOge liaad�giesfeifield, MU83017: Dater April 24,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89.and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 16 PH 3 WATERSTONE T23668990 2742554 A4 PIGGYBACK BASE TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:03 2021 Page 1 ID:6gD IOH2OVegl Nk1 sxoNemzyuU LB-jfDTY4x_bLUZZtkeP5fgbm ggQ9H1 vUf04VL_iczOPYo r1-4-Q 6-3-0 12-10-0 21-0-0 25-8-0 28-10-0 36-1-8 42-3-8 ,44-0-0, 1-4-0 6-3-0 6-7-0 8-2-0 4-8-0 3-2-0 7-3-8 6-2-0 1-8-8 6.00 F12 5x6 = 5x6 = 53n 6 31 21 3x8 = 2x4 I 13 12 11 3x6 = 3x6 II 2x4 I 2x4 = 6x8 = 2x4 II 6-0-0 6-,�-0 12-10-0 21-0-0 28-4-0 28�1p-0 36-1-8 42-3-8 6-0-0 0- -0 6-7-0 8-2-0 7-4-0 0-6-0 7-3-8 6-2-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except` 7-15: 2x4 SP No.3 WEBS 2x4 SP No.3 CSI. DEFL. in (loc) I/defl Ltd TC 0.61 Vert(LL) 0.19 21-27 >371 240 BC 0.97 Vert(CT) -0.38 15-16 >999 180 WB 0.86 Horz(CT) 0.15 11 n/a n/a Matrix -AS REACTIONS. (size) 2=0-8-0, 21=0-3-0, 11=0-3-8 Max Horz 2=486(LC 11) Max Uplift 2=-355(LC 12), 21=766(LC 12), 11=-739(LC 12) Max Grav 2=279(LC 18), 21=1930(LC 17), 11=1674(LC 18) Scale=1:79.6 PLATES GRIP MT20 244/190 Weight: 275 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-5-15 max.): 5-6. BOT CHORD Rigid ceiling directly applied. Except: 2-2-0 oc bracing: 14-15 6-0-0 oc bracing: 7-15 WEBS 1 Row at micipt 4-16, 6-16 JOINTS 1 Brace at Jt(s): 14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-490/431, 3-4=2186/1041, 4-5=-1828/986, 5-6=-1569/980, 6-7=-2216/1257, 7-8=-2207/1080,8-9=-2821/1244,9-11=-15601923 BOT CHORD 16-18=-745/2138, 15-16=-472/1639, 14-15=-985/2439, 7-15=351/385 WEBS 3-18=753/2147, 4-16=-490/317, 5-16=-90/545, 6-15=457/986, 8-15=-679/385, 9-14=967/2331, 19-21=-1894/920, 3-19=1801/949 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; 6=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 21-0-0, Extedor(2R) 21-0-0 to 25-2-15, Interior(l) 25-2-15 to 25-8-0, Extedor(2R) 25-8-0 to 29-1G-15, Interior(1) 29-10-15 to 44-0-0 zone; end vertical right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip L)OL=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 alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-G-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=355, 21=766, 11=739. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. /.i111111/'1j"� JON. Q • s �I ,c�� Q L� G E N g.6 0, No-8.4943 r � Dife; April 24,2021 ® 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 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 ss Truss Type Qty Ply LOT 16 PH 3 WATERSTONE TBr7u T23668991 2742554 HIP TRUSS 1 n L Job Reference o tional "" ••-`- -+ • ^�•��� �� \• �• •• �yr -1, ­r, , - •+�� , O."Ou J 1I 1 LL - I Ivm 1 erc inuusmes, inc. vvea rtpr z i zuzi rage's ID:6gDIDH2OVegl Nkl sxoNemzyuULB-r9VNGW58XL71dtE8gKOudVssOOj?SNFx40?AgMzOPYb ri-44-00' 33--9720' 163--5-0-19-10-12 26-4-2 2-59-8 36-2-12 39-1-11381 42-1711 7 4-0-0 406-159 16-5-6 6-5-6 3-5-4 2-10--63-33-89 _912 5x6 = 2x4 3 ST1.5x8 STP = 1 2 O 4x6 = 6.00 F12 5x8 = 2x4 II 5x6 = 4x6 = 5x8 — 4 27 28 5 29 30 31 32 336 34 35 36 737 38 39 40 41 842 43 44 9 20 45 46 19 fl? 48 49 3x8 = 3x8 MT20HS = 2x4 II 5017 51 52 53 5416 55 56 57 15 5x8 = 4x6 = 3x6 II 4x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(CT) BCDL 10.0 Code FBC2020/TP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2'Except* BOT CHORD 8-15: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 15=0-3-0, 11=0-8-0 Max Horz 2=-154(LC 6) Max Uplift 2=-1001(LC 8), 15=1453(1_C 8), 11=-403(LC 8) Max Grav 2=2307(LC 1), 15=3691(LC 1), 11=814(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4560/1833, 3-4=-4415/1765, 4-5=-3994/1646, 5-6=-5495/2330, 6-7=-5518/2348, 7-8=-3760/1653, 8-9=144/468, 9-10=-2146/684, 10-11=-2329/872 BOT CHORD 2-20=1510/4029, 19-20=-2097/5559, 17-19=-2097/5559, 16-17=-1447/3826, 14-15=-3466/1410, 8-14=-2638/1271, 13-14=-456/2266, 11-13=-678/2220 WEBS 3-20=261/140, 4-20=-419/1479, 5-20=-1797/797, 5-19=0/462, 6-17=-642/503, 7-17=752/1933, 7-16=-1606/914, 8-16=-1691/4400, 9-13=-98/1132, 10-13=463/219, 9-14=2804/772 Scale = 1:86.7 2x4 = 10 r ST1.5x8 STP = o o m 0 1112 Ia N O 3.50112 4x6 in (loc) I/deft Ltd PLATES GRIP 0.2917-19 >999 240 MT20 244/190 -0.4417-19 >914 180 MT20HS 187/143 0.10 15 n/a n/a Weight: 470 lb FT = 20% Structural wood sheathing directly applied or 4-8-0 oc purlins Rigid ceiling directly applied or 3-5-6 cc bracing. NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-8-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. . 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Bearing atjoint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1001, 15=1453, 11=403. • �- i No-8:4943 16121. a do _gAiepe Aoad,plestei fiiild NO 63617. D2te` April 24,2021 ®WARNING -Verify design parameters and READ NOTES ONTHIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev, 5I1.9/2020 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 , ANSUTPI7 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 16 PH 3 WATERSTONE T23668991 2742554 B7 HIP TRUSS 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:16 2021 Page 2 I D:6gD IOH2OVegl Nk1 sxoNemzyuU LB-r9VN GW58XL7jdtEegKOudVssOOj?SNFx40?AgMzOPYb NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 125 lb down and 100 lb up at 7-0-0, 87 lb down and 108 lb up at 9-0-12, 87 lb down and 108 lb up at 11-0-12, 87 lb down and 108 lb up at 13-0-12, 87 lb down and 108 lb up at 15-0-12, 87 lb down and 108 lb up at 17-0-12, 87 lb down and 108 lb up at 19-0-12, 87 lb down and 108 lb up at 21-0-12, 87 lb down and 108 lb up at 23-0-12, 87 lb down and 108 lb up at 23-7-4, 87 lb down and 108 lb a up at 25-7-4, 87 lb down and 108 lb up at 27-7-4, 87 lb down and 108 lb up at 29-7-4, 87 lb down and 108 lb up at 31-7-4, 115 lb down and 118 lb up at 35-7-4, and 115 lb down and 118 lb up at 37-7-4, and 179 lb down and 198 lb up at 39-8-0 on top chord, and 364 lb down and 85 lb up at 7-0-0, 65 lb down at 9-0-12, 65 lb down at 11-0-12, 65 lb down at 13-0-12, 65 lb down at 15-0-12, 65 lb down at 17-0-12, 65 lb down at 19-0-12, 65 lb down at 21-0-12, 65 lb down at 23-0-12, 65 lb down at 23-7-4, 65 lb down at 25-7-4, 65 lb down at 27-7-4, 65 lb down at 29-7-4, 65 lb down at 31-7-4, 121 lb down and 113 lb up at 33-7-8, 83 lb down at 35-7-4, and 83 lb . down at 37-7-4, and 424 (b down and 72 lb up at 39-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-9=-54, 9-12=-54, 15-21=20, 13-14=-20, 13-24=-20 Concentrated Loads (lb) Vert: 4=-125(F) 15=-121(F) 20=-364(F) 9=-179(F) 27=-87(F) 28=-87(F) 29=-87(F) 30=-87(F) 31=-87(F) 33=-87(F) 34=-87(F) 35=87(F) 36=-87(F) 37=-87(F) 38=-87(F) 40=-87(F) 41=-87(F) 43=-115(F) 44=-115(F) 45=-40(F) 46=-40(F) 47=-40(F) 48=-40(F) 49=-40(F) 50=40(F) 51=-40(F) 52=-40(F) 53=40(F) 54=-40(F) 55=-40(F) 56=-40(F) 57=-40(F) 58=-61(F) 59=-61(F) 60=-424(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 ANSVTP11 Quality Criteria, DSB-119 and BCSI Building Component 6904 Parke Fast 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 16 PH WATERSTONE T23668992 2742554 B9 HIP TRUSS 1 1 Job Reference o lional • �..+­t_.„ q, . ­ y, r� - 0000r, m4Su s mar zz zuzi ml I eK Industries, Inc. Wed Apr 21 18:42:18 2021 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-nYdBhC703yNQsANXnIRMiwxFECRdwGtEXKUHkEzOPYZ 1-4- 4-94 9-0-0 17-3-1 25-6-2 33-9-4 37-8-0 41-11-7 46-8-0 8-0 -4- 4-9-4 4-2-12 8-3-1 8-3-1 8-3-2 3-10-12 4-3-7 4-8-9 -4- 5x6 = 5x8 = 5x6 = 3x4 = 6.00 F12 4 27 28 5 29 6 30 731 85x6 = ST1.5x8 STP = 26 ��- 19 18 17 16 15 14 4x6 = 3x8 = 3x8 = 3x8 = 3x6 = 6x8 = 2x4 11 Scale = 1:86.7 2x4 = 9 32 ST1.5x8 STP = o 33 o v 0 12 1011 Ic9 c9 lc� 5x6 = cs 3.50112 4x6 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.57 BC 0.84 WB 0.89 Matrix -AS DEFL. in (loc) Vdefl L/d Vert(LL) 0.22 17 >999 240 Vert(CT) -0.33 15-17 >999 180 Horz(CT) 0.11 14 n/a n/a PLATES GRIP MT20 244/190 Weight: 235 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. 7-14: 2x4 SP No.3 WEBS 1 Row at midpt 5-19, 5-15, 6-14 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0, 14=0-3-0 Max Horz 2=191(LC 11), Max Uplift 2=-664(LC 12), 10=335(LC 12), 14=-748(LC 12) Max Grav 2=1297(LC 21), 10=525(LC 18), 14=1808(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2311/1279, 3-4=-2067/1121, 4-5=-1824/1080, 5-6=-1646/1028, 8-9=-746/383, 9-10=1215/771 BOT CHORD 2-19=1003/2041, 17-19=-1029/2306, 15-17=-1029/2306, 14-15=-696/1629, 13-14=-761/437, 7-13=-370/325, 12-13=-42/324, 10-12=-612/1090 WEBS 3-19=316/297, 4-1 9=-1 82/600, 5-19=-650/315, 5-17=01313, 5-15=-761/378, 6-15=83/609, 6-14=-1973/927,8-13=-629/298,8-12=-128/533,9-12=-457/473 NOTES-�s design. 2) Unbalanced roof live Wind: ASCE 7-16; Vulta160mvh 3-seconde been for TCDL=4.2 BCDL=6.0 h=15ft; t�,�A�' � sf; sf; B=45ft; L=24ft; eave=6ft; Cat. P( gust) P P P 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 9-0-0, Exterior(2R) 9-0-0 �, 'V, --.., ys��ij• . .• �� �� • E.N `•1�• �'•�I to 13-2-15, Interior(1) 13-2-15 to 37-8-0, Exterior(2R) 37-8-0 to 41-10-15, Interior(1) 41-10-15 �, .Q V� SC �i to 48-0-0 zone;C-C for members and �� !� forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60�- No 8'4643 3 BuildingDesigner / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 9 1 9� P fY� 9 PP 9 q P to the this truss * •; *' use of component. 4) Provide adequate drainage to prevent water ponding. , .+ *- 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �j�!r • 'C� 0 Q` �,�� capacity of bearing surface. 8) Provide truss bearing ♦��t� •�% i �,. `fj� ,,r. �I mechanical connection (by others) of to plate capable ofwithstanding 100 Ib uplift atjoint(s) except Qt=lb) 2=664, •lS 10=335, 14=748. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. AndrolyJohllsooPkRO.0943 MTekDSA Inc. FL',Cod 6634,. 16O 1'&6gW Ridgo Road dhestelfield, M0 0617. Data:. April 24,2021 ® WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall 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 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 16 PH 3 WATERSTONE T23668993 2742554 B11 HIP TRUSS 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:04 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-BsnrlQycMfcPAlJrzoB38zMtAZfKev4AJ94XE2zOPYn 42-8-5 1-4- 5-9-4 11-0-0 18-3-3 25-6-5 33-9.4 35-8-0 39-1-11 0-10- 46-8-0 1-40 5-9-4 5-2-12 7-3-3 7-3-3 8-2-15 -10-12 3-5-11 1-a-13 1-9-12 3-11-11 Scale = 1:86.4 6.00 FIT 5x8 = 2x4 II 5x8 = 3x4 11 Sx6 = 4 28 29 30 5 6 31 32 7 8 2x4 11 3x8 MT20HS = 3x8 = 2x4 II 6x8 = 4x6 4x6 = 3x6 = 3.50 12 3x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-13: 2x4 SP No.3 WEBS 2x4 SP No.3 STP = 10 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.48 Vert(LL) -0.19 16-18 >999 240 MT20 244/190 BC 0.84 Vert(CT) -0.33 16-18 >999 180 MT20HS 187/143 WB 0.98 Horz(CT) 0.10 13 rile n/a Matrix -AS Weight: 245 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-13 REACTIONS. (size) 10=0-8-0, 2=0-8-0, 13=0-3-0 Max Horz 2=223(LC 11) Max Uplift 10=-225(LC 12), 2=662(LC 12), 13=-761(LC 12) Max Grav 10=552(LC 18), 2=1528(LC 17), 13=2024(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2729/1217, 3-4=-2215/1065, 4-5=-2138/1139, 5-6=-2138/1139, 8-9=-1013/494, 9-10=1390/748 BOT CHORD 2-19=1006/2544, 18-19=-100612544, 16-18=-707/2041, 14-16=557/1601, 13-14=-559/1592,12-13=-820/455,7-12=369/313,10-11=-615/1269 WEBS 3-18=590/343, 4-18=-89/540, 4-16=-152/379, 5-16=-420/375,.6-16=-324/769, 6-14=0/421, 6-13=-2025/809, 8-12=-498/237, 9-11=-428/428, 8-11=-350/1016 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Ezterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-0-0, Exterior(2R) 11-0-0 to 15-2-15, Interiar(1) 15-2-15 to 35-7-9, Exterior(2R) 35-7-9 to 39-10-8, Interior(1) 39-10-8 to 46-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific go the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Bearing at joint(s) 10 considers parallel to grain value using ANSI/rPI 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) 10=225,2=662,13=761. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Mill it,114 • s O :1�� • N.o. 84943 I�Fs ./ONAL� �111'lllll� - Andrew Johgs hPENo.84943 MTeMA . Inc: Fl.'Cert6§34. 16W.Sw1npl4 Ridge Road; Chesfeifield, MO63617 Date: April 24,2021 ® 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 p 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 iUliTek° fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII 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 16 PH 3 WATERSTONE T23668994 2742554 B13 Hip 1 1 Job Reference (optional) k—1 n —y, r�/, �iai �� ���ri ram' ���°r, 0.4.3u s laar zz zuzl rva I eK Inaustrles, Inc. V11ea Apr 21 16:42:Ub 2U21 Page 1 ID:6gD IOH2OVegl Nk1 sxoNemzyuU LB-8EvcA6_ttGs7QKTD4DDYDOSCiMN06tXTnTaeJxzOPYI �1-4-4 6-94 13-0-0 19-11-4 26-8-12 33-8-0 39-1-11 46-8-0 1-4-0' 6-911 6-2-12 6-11� 6-9-8 ' 6-11� ' 5-5-11 7-6-5 6.00 F12 5x8 = 5x6 3x8 10x16 MT20HS = = 4 27 28 29 5 6 3031 32 7 18 " 16 " - 14 JO 13 12 3x8 MT20HS =3x6 = 3x8 = 3x8 = 3x6 = 3x8 MT20HS II 4x6 4x6 = 2x4 II 3.50 12 19-11-4 46-8-0 Scale = 1:88.1 • m STP = vi 0 9 M O lV N O 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 0.54 BC 0.69 WB 0.73 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (lac) I/deft L/d -0.15 14-16 >999 240 -0.26 14-16 >999 180 0.07 12 n/a file PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 258lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP ND.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except` BOT CHORD Rigid ceiling directly applied. 7-12: 2x4 SP No.3 WEBS 1 Row at midpt 4-14, 6-11 WEBS 2x4 SP No.3 REACTIONS. (size) 9=0-8-0, 2=0-8-0, 12=0-3-8 Max Horz 2=260(LC 11) Max Uplift 9=-155(LC 12), 2=-636(LC 12), 12=-858(LC 12) Max Grav 9=375(LC 18). 2=1476(LC 17), 12=2262(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2558/1131, 34=-1913/948, 4-5=-1577/913, 5-6=15771913, 6-7=-73/646, 7-8=-1841752, 8-9=392/205 BOT CHORD 2-18=914/2412, 16-18=-916/2407, 14-16=-555/1774, 13-14=261/975, 11-12=-2153/1021. 7-11 =570/359, 10-11 =-1 62/263, 9-1 0=-1 72/345 WEBS 3-18=0/268, 3-16=-738/415, 4-16=-118/619, 5-14=-391/349, 6-14=-398/963, 11-13=-284/991, 6-11=-1832/824, 8-11 =- 1009/536, 8-10=0/355 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=6ft; 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 13-0-0, Exterior(2R) 13-0-0 to 17-2-15, Interior(1) 17-2-15 to 33-8-0, Exterior(21R) 33-8-0 to 37-10-15, Interior(1) 37-10-15 to 46-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) The Fabrication Tolerance at joint 7 = 16% 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 fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. . 9) Bearing at joints) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=155, 2=636, 12=858. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Andr6 JoM1n n PE No,64M MTa11SA, In FL Cef€601 966P3 kRj!4 Ridge koad jdhis(eifeld, MO63617. We: April 24,2021 ®WARNING -Veriy 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 Mi lek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses.and truss systems, see ANSI/TFl1 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 16 PH 3 WATERSTONE T23668995 2742554 B15 HIP TRUSS 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:07 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-cRT OR Vea_1U1Qexknlc_JWmelrKnc?7JCrNzOPYk r1-4-Q 5-2-12 8-8-8 15-0-0 23-4-0 31-8-0 35-2-9 41-5-0 1-4-0 5-2-12 3-5-12 6-3"8 8-4-0 8-4-0 3-6-9 6-2-8 Scale = 1:77.4 6:00 12 5x8 = 5x8 = 5x8 = 5 28 6 29 30 31 7 2x4 5x6 5- 8 32 27 4x4 4 9 4x4 2x4 3 10 ST1.5x8 STP = I 26 8-10-4 16 O O M 2 3x4 = 15 34 14 13 12 35 11 N 1 3x4 = 3x6 = 3x8 = 3x6 = 3x4 = 4x12 II 1 33 17 8-11-0 16 3x8 = 8xl4 MT20HS. — 5-2-12 B-8-8 8-1j-0 15-0-0 23-4-0 31-8-0 41-5-0 5-2-12 3-5-12. 0- -8 6-1-0 8-4-0 8-40 - 9-9-0 Plate Offsets (X,Y)-- 12:0-8-0,0-0-141, 14:0-3-0,0-3-01, [5:0-5-8,0-2-41, [6:0-4-0,0-3-01, [7:0-6-0,0-2-81, [10:0-7-12,Edgel, [18:0-3-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Icc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.43 18-25 >245 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.35 18-25 >296 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 220 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. Except: WEBS 2x4 SP No.3 4-6-0 oc bracing: 16-18 SLIDER Right 2x6 SP No.2 -t 3-6-10 REACTIONS. (size) 10=Mechanical, 2=0-8-0, 18=0-3-0 Max Harz 2=249(LC 11) Max Uplift 10=-549(LC 12), 2=418(LC 12), 18=-841(LC 12) Max Grav 10=1427(LC 18), 2=406(LC 23), 18=1788(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-305/593, 3-4=123/401, 4-5=-1508/889, 5-6=-2080/1194, 6-7=2080/1194, 7-8=-2018/1040, 8-10=-2124/1083 BOT CHORD 2-18=632/266, 16-18=-1590/553, 4-16=1491/584, 15-16=-344/103, 13-15=-579/1330, 11 -1 3=-700/1752, 10-11=-833/1818 WEBS 4-15=342/1414, 5-15=-259/214, 5-13=-393/983, 6-13=-510/449, 7-13=-245/472, 7-11=23/411, 3-18=-276/441 NOTES- 1) Unbalanced live loads have been forthis design. ��111111/'I�I roof considered Wind: ASCE 7-16; Vult=160mph Vasd=124mph; �,W J0N NS IJ, 2) (3-second gust) TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS C-C Exterior(2E) to 1-8-0, Interior(1) 1-8-0 to 15-0-0, Exterior(2R) �� O� .•.:�� (directional) and -1-4-0 Q 1i F !� 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 31-8-0, Exterior(2R) 31-8-0 to 35-10-15, Interior(1) 35-10715 to 41-5-0 zone; porch left ♦ • exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip"DOL=1.60 • No 84043 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific *': `� $o the use of this truss component. •'* 4) Provide adequate drainage to prevent water ponding. 5) All are MT20 unless otherwise indicated. plates plates 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1) ' 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. �i �•� Q' •�-`, 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical ch8 1 al connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb}10=549, 841. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ArldretvJoh,(6bopEN0,84943. MMUSk Inc: Fl Cod _1iW 160 lsw' 1riplay Ridge Road,blig6ifield; MCI 0 17. No April 24,2021 ® 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 pp p� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYI OTek• 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/TFI1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 16 PH 3 WATERSTONE T23668996 2742554 B17 Hip Truss 1 1 Job Reference (optional) IrstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:09 2021 Page 1 . ID:6gD IOH2OVegl Nkl sxoNemzyuU LB-Ypako70lABEiHoBomMm Fg14hAaONJFSvTQolwGzOPYi r1-4-Q 5-2-12 8-11-0 17-0-0 23-4-0 29-8-0 36-1-2 41-5-0 �1'I 5-2-12 3-BS 6-1-0 6-4-0 6-4-0 6-5-2 5-3-14 5x8 = 6.00 F12 2x4 11 5x8 = 25 6 26 27 28 7 Scale=1:79.0 M O W ST1.5x8 STP = 23 8-10 I n 1 2 161x4 = 15 32 14 33 13 12 11 10 IN .41 5x8 = 3x8 = 5x6 = 3x8 = 19 18 17 3x4 = 3x6 = 3x6 = 2x4 11 6x8 = 5-2-12 8-8-0 8-11-0 17-0-0 23-4-0 29-8-0 36-1-2 41-5-0 5-2-12 3-M 0- -0 B-1-0 6-4-0 6-4-0 6-5-2 5-3-14 Plate Offsets (X.Y)-- r4:0-3-0.0-3-01_ 1`5:0-5-8_n-2-4i r7•n-R-n n-2-R1 rin•n-4-R n-1-R1 ri5-n-A-n n-s-m na•n-s-R n-a-m LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.18 15-16 >999 240 MT20 244/190 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.38 15-16 >999 180 Rep Stress Incr YES WB 0.65 Horz(CT) 0.04 10 n/a n/a Code FBC2020/TP12014 Matrix -AS Weight: 236 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 2=0-8-0, 18=0-3-0, 10=Mechanical Max Horz 2=285(LC 11) Max Uplift 2=-371(LC 12), 18=898(LC 12), 10=-534(LC 12) Max Grav 2=377(LC 23). 18=1811(LC 17), 10=1430(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-336/552, 3-4=228/254, 4-5=-1579/771, 5-6=-1729/970, 6-7=-1729/970, 7-8=-1899/936,8-9=-2206/980, 9-10=-1337/656 BOT CHORD 2-19=545/261, 18-19=-545/261, 14-15=442/1385, 12-14=-576/1590, 11-12=-807/1915, 10-11 =-1 40/262 WEBS 4-15=445/1374, 5-14=-273/604, 6-14=-373/309, 7-14=-76/272, 7-12=-41/444, 8-12=376/260, 9-11=-706/1670, 16-18=-1651/771, 4-16=-1534/812, 3-18=-345/704, 3-19=482/206 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=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, Extedor(2R) 17-0-0 to 21-2-15, Interior(]) 21-2-15 to 29-8-0, Exterior(2R) 29-8-0 to 33-10-15, Interior(]) 33-10-15 to 41-3-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=371, 18=898, 10=534. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Dates April 24,2021 ® 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 ANSI7TP/1 Quality,Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Satetylnformatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 • • Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 16 PH 3 WATERSTONE T23668997 2742554 B19 HIP TRUSS 1 1 Job Reference 0 tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:10 2021 Page 1 ID:6gD IOH2OVeg 1 Nkl sxoNemzyuULB-0?860T1 NxVMZuym?J31UN EcpEzj52ig2h4YsSizOPYh 1-4-0 5-2-12 8-10-4 8-11-0 12-11-12 19.0-0 27-8-0 U-,4-12 41.5.0 1-4-0 5.2-12 3-7-1, 0- -12 4-0-12 6-0-0 8.8-0 6-8-12 7-0-4 Scale = 1:79.0' 5x6 = 5x6 6.00 F12 6 24 25 7 3x6 = 2x4 11 6x8 = 6-11-0 i 5-2-12 8-9-8 8-104 19-0-0 27-8-0 i 34-4-12 41-5-0 i 5-2-12 3-6-13 0- -12 10-1-0 8-8-0 6-8-12 7-0-4 Plate Offsets (X,Y)-- 14:0-3-0,0-3-01,[6:0-3-8 0-2-41[7:0-3-0,0-2-7],[9:Edge,0-1-12] [10:0-4-8,0-0-0],[12:0-2-12,0-3-4],[17:0-3-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.31 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.62 14-15 >628 180 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(CT) 0.04 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 232lb FT=20°/ LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 `Except' BOT CHORD Rigid ceiling directly applied. 13-15: 2x4 SP No.1 WEBS 1 Row at midpt 5-15, 6-12 WEBS 2x4 SP No.3 *Except* 6-12: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 17=0-3-0, 10=Mechanical Max Horz 2=322(LC 11) Max Uplift 2=-393(LC 12), 17=870(LC 12), 10=540(LC 12) Max Grav 2=392(LC 23), 17=1797(LC 17), 10=1423(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-383/613, 3-4=258/274, 5-6=-1557/831, 6-7=-1529/920, 7-8=-1754/929, 8-9=-2196/1000, 9-10=-1299/680 BOT CHORD 2-18=617/299, 17-18=-617/299, 14-15=484/1132, 12-14=-441/1408, 11-12=-791/1883, 10-11=-221/426 WEBS 5-15=1692/751, 5-14=0/448, 6-14=0/314, 6-12=-126/280, 7-12=-19/396, 8-12=-527/323, 9-11=609/1465,15-17=-1588/677,3-18=-474/204,3-17=-398/798 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=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 19-0-0, Exterior(2R) 19-0-0 to 23-2-15, Interior(1) 23-2-15 to 27-8-0, Exterior(2R) 27-8-0 to 31-10-15, Interior(1) 31-10-15 to 41-3-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) guilding 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=393, 17=870, 10=540. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. JON 411� EIV :. s. No: 84943 P Andrews Johnson PE N6.84943 MTekUSA,; Inc: FtCad W 1fiU23:b`+iingllli Ridge Road; pliMeld, MD 6361T Dater "April 24,2021 ® 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 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/TP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Qty Ply LOT 16 PH 3 WATERSTONE TB21S T23668998 2742554 HipTruss 1 1 Job Reference o tional ouuue nraouur trmni Uiy, FL), riani Cny, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:12 2021 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-yOGtR92eT6dH8FwNRUKySfiBXnNgWYVL901 zWbzOPYf 11-4-(� 5-2-12 8-10-4 8-1r120 12-11-12 21-0-0 25-8_0 31-1-13 36-2-11 42-7-8 1-4-U' 6-2-120-712 4-0-12 B-0-4 4-8-0 5-5-13 5-0-13 64-13 5x6 = 6.00 F12 5x6 = 628 729 3X0 — 3x6 = 2x4 11 6x8 = 8-10-4 Scale = 1:80.0 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.65 BC 0.93 WB 0.95 Matrix -AS DEFL. in (loc) 1/defl L/d Vert(LL) -0.23 15-16 >999 240 Vert(CT) -0.47 15-16 >865 180 Horz(CT) 0.06 10 n/a n/a PLATES GRIP MT20 2441190 Weight: 236 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-16. 6-15 REACTIONS. (size) 2=0-8-0, 10=0-7-8, 18=0-3-0 Max Horz 2=371(LC 11) Max Uplift 2=-412(LC 12), 10=565(LC 12), 18=-871(LC 12) Max Grav 2=391(LC 23), 10=1511(LC 18), 18=1875(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-416/657, 3-4=306/328, 4-5=-264/318, 5-6=-1633/883, 6-7=-1506/930, 7-8=-1713/953, B-9=-2552/1190, 9-10=-2741/1251 BOT CHORD 2-19=619/299, 18-19=-619/299, 15-16=517/1257, 13-15=-413/1390, 11-13=-745/1914, 10-11 =-1 007/2405 WEBS 5-16=1894/821, 5-15=0/405, 6-13=85/408, 7-13=-195/521, 8-13=-764/451, 8-11 =1 68/667, 9-11 =-358/328, 16-18=-1660/673,3-18=-405/808,3-19=-472/204 NOTES- 1) Unbalanced roof live loads have been considered for this design. �ti1111U1'11. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS C-C Exterior(2E) ,���,,� JO/�Ip,'��I� (directional) and -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 21-0-0, Exterior(2R) 21-0-0 to 25-2-15, Interior(1) 25-2-15 to 25-8-0, Extedor(2R) 25-8-0 to 29-10-15, Interior(1) 29-10-15 to 42-7-8 zone; porch left ♦� : ' exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ♦ P• V •�� i . 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ♦� �• NO 8.40 48l to the use of this truss component. ; 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) ♦; 2=412,10=565,18=871. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum;. sheetrock be applied directly to the bottom chord. M00617 April 24,2021 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 16 PH 3 WATERSTONE T23668999 2742554 C1 JACK -OPEN TRUSS 15 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:19 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-FkBWvY81pGVHUKyjLSybE8UVHczMfw4Nm_DgGhzOPYY -1-4-0 i0-11 4 1-4-0 0-1144 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.00 5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC 12) Max Uplift 3=-3(LC 1), 2=-194(LC 12), 4=-15(LC 1) Max Grav 3=21(LC 12), 2=158(LC 1), 4=45(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:7.6 PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.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 Ib uplift at joint(s) 3, 4 except (jt=lb) 2=194. W �JON -- *i i No -8:4943 Date: April 24,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and 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 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 16 PH 3 WATERSTONE T23669000 2742554 C1 S JACK -OPEN TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:19 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-FkBWvY81pGVHUKyjLSybE8UYGczufw4Nm_DgGhzOPYY 0-11-4 0-1111 m o% 6 2x4 = ST1.5x8 STP = Scale = 1:6.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 1 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 1 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-P Weight: 3 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 3=Mechanical, 2=Mechanical Max Horz 1=27(LC 12) Max Uplift 1=-6(LC 12), 2=-27(LC 12) Max Grav 1=32(LC 1). 3=17(LC 3). 2=27(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *%% w JO�,�r�'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 =•y �I will fit between the bottom chord and any other members..sO�.t��j. 7) Refer to girder(s) for truss to truss connections. �*4 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 2. No_ 84943 A � * .�: We �QL�C April 24,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19I2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not 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 ANSI17717,11 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 City Ply LOT 16 PH 3 WATERSTONE T23669001 2742554 C1V JACK -OPEN TRUSS 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:20 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULBjxlu6uBfaad85UXwv9TgnL1gl?JcONKX?ezOp7zOPYX i -1-4-0 0-11-4 1-4-0 0-114 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 TCDL 7.0 Lumber DOL 1.25 BC 0.04 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020ITPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC 12) Max Uplift 3=-4(LC 9), 2=-178(LC 12), 4=-14(LC 1) Max Grav 3=15(LC 12), 2=158(LC 1), 4=35(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:7.6 DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) 0.00 7 >999 240 MT20 244/190 Vert(CT) 0.00 7 >999 180 Horz(CT) 0.00 2 n/a n/a Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=178. ,,,.411 o�EW ,1oyNs 40 No: 8.4943 _�' ilk ;•' * � r _ ' O N A�1L �C 16U23.WileyRik& Road;girdteifield, MO0617. Date: April 24,2021 ® WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/192020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding. the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 16 PH 3 WATERSTONE T23669002 2742554 C3 JACK -OPEN TRUSS 9 1 Job Reference o tionai ce (Flant t;ity, FL), I'lant 1;tty, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:21 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-C7JGKE9HLtl?je66Tt_3KZZrnPei7gagD IixLZzOPYW -1-4-0 2-11-4 1-4-0 2-11-4 Scale=1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 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 filial BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=132(LC 12) Max Uplift 3=-52(LC 12). 2=-154(LC 12) Max Grav 3=68(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=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 2-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except 0=1b) 2=154. ,,�11111111}��� P; • FJf .10 2 No 84943 . Dater April 24,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or 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 ANS11TFI1 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 Tru Truss Type Ply LOT 16 PH 3 WATERSTONE �Q"y T23669003 2742554 JACK -OPEN TRUSS 1 1 Job Reference (optional) tlui tiers rlrst6ource (Plant urty, FL), Plan[ Lary, FL - 33b6/, B.43U s Mar 22 2U21 MI I eK Industries, Inc. wed Apr 21 16:42:22 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-gJtfXaAv6BtsLohlOaVlsm6Odpz1sHgpSySUt?zOPYV 2-11-4 2-11-4 r 2x4 = 2-11-4 2-11-4 3 Scale: 1 "=1' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.01 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MP Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=77(LC 12) Max Uplift 1=-27(LC 12), 2=-65(LC 12), 3=-3(LC 12) Max Grav 1=106(LC 17), 2=76(LC 17), 3=51(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. V. No. 8.4943 yt do oNA 11 E�� Andrew JohnsonpENe.6 qi hlTekll%Inc: FL6e 61i 4 16023SWIngli6 RidOe Roail,'6%ter6eid, MO 0617. Oate: April 24,2021 ® 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 kT00 connectors. This design is based only upon parameters shown, and is for an individual building component, not Itruss 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 MITPr'k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general.. guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems„see 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 s Truss Type Oty Ply LOT 16 PH 3 WATERSTONE TCr3V T23669004 2742554 JACK -OPEN TRUSS 2 1 Job Reference o tional �au•ucia rnmwu,w (Warn a y, "/, ..cnr a y, "-JJJOI, 1-4-0 0 3x4 o.4ou s Mar 22 2U21 ivii I'eK InOUstrles, Inc. vvetl Apr 21 I b:42:zz 2U21 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-gJtfXaAv6BtsLohlOaVlsm6?Xp_vsHgpSySUt?zOPYV 2-11-4 Scale = 1:12.7 L I Plate Offsets (X,Y)-- 12:0-1-13,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 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: 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=0-8-0, 4=Mechanical Max Harz 2=132(LC 12) Max Uplift 3=-57(LC 12), 2=-145(LC 12) Max Grav 3=70(LC 17). 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.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 2-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to for truss to truss connections. ,,��.1►1111111 girder(s) 6) Bearing at joint(s) 2 considers to value using ANSUTPI 1 to formula. Building designer �� EV JOL,�t'I,*, •T IJ� parallel grain angle grain should verify capacity of bearing surface. ys �� G EN '• , �. �.. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=1b) • ; �� &, �� Q`- 2=145. No 8.404' , p, 1. iia Andrew Johiiso i PE No:84943 MiTekUSA, Inc R Cent 6634,, k3 Swln jjq Ridge Noad-661ejfeld, M0 63617, Date: April 24,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. -- Design valid far use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 16 PH 3 WATERSTONE T23669005 2742554 C5 JACK -OPEN TRUSS 6 1 Job Reference o tional Builders-FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:23 2021 Page 1 ID:ZYc6AOG NbVAfFo43ovpJT9ypvsQ-BWQ1 IwBXtV?jyyGUaIOXP_f67DFPbk4zhcB2PSzOPYU i -1-4-0 4-11A 1-4-0 4-11 A 3x4 = Scale=1:17.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.06 4-7 >987 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.06 4-7 >970 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 18lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=185(LC 12) Max Uplift 3=-107(LC 12). 2=-162(LC 12) Max Grav 3=129(LC 17),2=262(LC 1).4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=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 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord, live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=107, 2=162. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,�11111111��� Q`EW JOIN, 4i No 8.4043 A t� A �`j Andrila Johmah PE Nd.64943 M7ek11SA IncFL' ckiii 4 16M Swing,* H Apa kad,'6esterleld, MO 63017: Date: April 24,2021 ® 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 MIT�K• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building. Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type Qly Ply LOT 16 PH 3 WATERSTONE T23669006 2742554 C5V JACK -OPEN TRUSS 2 1 Job Reference (optional) tria a —Ly, r-L1, narn i iiy, FL - osoor, 8.431.) s Mar 22 2021 MITek Industries, Inc. Wed Apr 21 18:42:24 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-ci_PyFC9eo7aa6rh8?YmxBBGAda_KBK6wGxbyuzOPYT -1-4-0 4-11-4 1 4-0 4-11-4 ro 3x4 Scale=1:17.6 LOADING (psf) SPACING- 2-0-0 CS1. DEFL, in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.07 4-7 >891 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.06 4-7 >930 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a file BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=185(LC 12) Max Uplift 3=113(LC 12). 2=-155(LC 12) Max Grav 3=131(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=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, Interjor(1) 1-8-0 to 4-10-B zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSIrrPI 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 Qt=lb) 3=1.13, 2=155. B) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ��tlllllf'lII N:o `84.943 •,���S,ONA'?,��• Andrew Johnson PE WNW, MTek,119-tnc kCart 6i9i 16M'S691e HikakedAmfe&ld,M06917 Date: ' April 24,2021 ® 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 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 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 ANS11TFI1 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 16 PH 3 WATERSTONE T23669007 2742554 D7 HALF HIP TRUSS 1 ADAMS 2265 A 3 CAR Job Reference (optional) tsuncers t-Ifsibource (mant uny, t-L), rlant Lary, t-L - 0000/, c.40V s ivtar LL LUL-I IVII I UK Inuu5trles, Inc. vveu mpr CI-Io:4L:Jo LOCI rage -I ID:6gDIOH2OVeglNklsxoNemzyuULB-COgiu2MxL6ubFFvNyxo2WBnZTGGocM6A8RKLR4zOPYF 1-4-00 -4-1112 21-1-12 287-0112 3%2 42-30 0r1-4770 --12 7-0-0 7-1-28 Scale = 1:74.5 5x8 = 2x4 II 5x6 = 3x4 = 5x6 = 5x6 = 6.00 FIT 3 18 19 20 21 422 23 24 25 5 26 27 28 6 29 30 31 32 7 33 34 35 36 8 14 37 38 39 13 40 41 42 12 43 44 45 11 46 47 48 10 49 50 51 9 3x6 = 2x4 11 6x12 MT20HS = 3x4 = 5x6 = 5x6 = 3x6 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.67 12 >760 240 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.83 11-12 >612 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.68 Horz(CT) 0.17 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 3-5: 2x4 SP M 31, 5-7: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.2 'Except' 11-13: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 3-13,5-13,6-12,7-11,8-10: 2x4 SP No.2 REACTIONS. (size) 9=0-3-8, 2=0-8-0 Max Horz 2=243(LC 8) Max Uplift 9=-1770(LC 8), 2=-1601(LC 8) Max Grav 9=3064(LC 1), 2=2909(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5818/3083, 3-4=-8009/4436, 4-5=-8040/4466, 5-6=-8903/4933, 6-7=-7819/4331, 7-8=-4967/2751, 8-9=-2933/1823 BOT CHORD 2-14=2830/5130, 13-14=-2831/5152, 12-13=-4933/8903, 11-12=-4370/7867, 10-11=-2815/5057 WEBS 3-14=40/698,3-13=-1800/3205,4-13=-737/732,5-13=-964/528, 5-12=-243/437, 6-12=632/1162, 6-1 1=-1 189/942, 7-11=-1717/3125, 7-10=-2199/1540, 8-10=-3036/5483 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 428 lb FT = 20% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or 6-1-5 oc bracing. NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. , 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=1770, 2=1601. �•* e'w ,.10y�ljs�i,�. NO 8:4943 16623$kngte RidgaRoadrdhllstei eld,M063017. Date; April 24,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 rev. 511MO20 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing T ek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mi G 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 ss Truss Type Qty Ply LOT 16 PH 3 WATERSTONE JD'7 T23669007 2742554 HALF HIP TRUSS 1 ADAMS 2265 A 3 CAR Job Reference (optional) ^���•����= t• Y. •-h ...L � LY, F" - o00 , o.gau s mar zz zuzl MI I eK Industries, Inc. Wed Apr 21 18:42:38 2021 Page 2 NOTES- ID:6gD IOH2OVegl NO sxoNemzyuU LB-COgiu2MxL6ubFFvNyxo2 W8nZTGGdcM6A8RKLR4zOPYF 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 138 lb down and 158 lb up at 7-0-0, 87 lb down and 164 lb up at 9-0-12, 87 lb down and 164 lb up at 11-0-12, 87 lb dawn and 164 lb up at 13-0-12, 87 lb down and 164 lb up at 15-0-12, 87 lb down and 164 lb up at 17-0-12, 87 lb down and 164 lb up at 1.9-0-12, 87 lb down and 164 Ito up at 21-0-12, 87 lb down and 164 lb up at 23-0-12, 87 lb down and 164 lb up at 25-0-12, 87 lb down and 164 lb up at 27-0-12, 87 lb down and 164 lb up at 29-0-12, 87 lb down and 164 lb up at 31-0-12, 87 lb down and 164 lb up at 33-0-12, 87 lb down and 164 lb up at 35-0-12, 87 lb down and 164 lb up at 37-0-12, 87 lb down and 164 lb up at 39-0-12, and 87 lb down and 164 lb up at 41-0-12, and 142 lb down and 150 lb up at 42-1-12 on top chord, and 346 lb down and 153 lb up at 7-0-0, 65 lb down at 9-0-12, 65 lb down at 11-0-12, 65 lb down at 13-0-12, 65 lb down at 15-0-12, 65 lb down at 17-0-12, 65 lb down at 19-0-12, 65 lb down at 21-0-12, 65 lb down at 23-0-12, 65 lb down at 25-0-12, 65 lb down at 27-0-12, 65 lb down at 29-0-12, 65 lb down at 31-0-12, 65 lb down at 33-0-12, 65 lb down at 35-0-12, 65 lb down at 37-0-12, and 65 lb down at 39-0-12, and 65 lb down at 41-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-8=-54, 9-15=-20 Concentrated Loads (lb) Vert: 3=-138(B) 8=-142(B) 14=-346(B) 5=-87(B) 12=-40(B) 7=-87(B) 10=-40(B) 18=-87(B) 19=87(131) 21=-87(B) 23=-87(B) 24=-87(B) 25=-87(B) 26=-87(B) 27=-87(8) 28=-87(B) 30=87(B) 31=-87(6) 32=-87(B) 34=-87(B) 35=-87(B) 36=87(B) 37=40(B) 38=-40(B) 39=-40(B) 40=-40(B) 41=-40(B) 42=40(131) 43=-40(B) 44=-40(B) 45=-40(B) 46=40(B) 47=-40(B) 48=-40(B) 49=-40(B) 50=-40(B) 51=40(B) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE fv111-7473 rev. 6/79I2020 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 ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 16 PH 3 WATERSTONE T23669008 2742554 D9 Half Hip Truss 1 1 Job Reference o tional tSuuaers I-Irst9ource (Plant Uily, FL), Plant t;ey, t-L - 33b6/, 8.430 s Mar 22 2021 Mil ek Industries, Inc. Wed Apr 21 18:42AU 2U21 Page 1 I D:6gD IOH2OVegl Nkl sxoNemzyuU LB-8nySJkOCtj8JVZ3m4Mq WbZsyy3vW4BuTbIpR WzzOPYD 1-4-q 4-4-9 9-0-0 17-4-12 %;12 33-10-12 42-3 8 1-4-0 4-4-9 4-7-7 8-4-12 8-3-0 &3-0 8-4-12 5x6 = 6.00 FIT 4 5x8 = 21 22 23 5 Scale = 1:74.5 5x6 = 5x8 = 5x6 = 6 24 25 7 26 27 8 2x4 320 .5x8 STP = 19 ----------------- 15 1,4 13 3x8 = 3x8 3x8 MT20HS = 3x4 = 9-0-0 17-4-12 12 11 10 4x4 = 3x6 = 5x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.48 12-13 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.71 12-13 >716 180 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.17 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-15,6-13,7-12,8-10: 2x4 SP No.2 REACTIONS. (size) 9=0-3-8, 2=0-8-0 Max Harz 2=297(LC 12) Max Uplift 9=-711(LC 12), 2=-787(LC 12) Max Grav 9=1558(LC 1), 2=1633(LC 1) 9 4x6 I I PLATES GRIP MT20 244/190 MT20HS 1871143 Weight: 223 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at micipt 8-9, 5-15, 6-13, 8-10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3051/1567, 3-4=-2812/1407, 4-5=-2502/1346, 5-6=-3582/1846, 6-7=-3504/1753, 7-8=-2361/1175, 8-9=-1479/837 BOT CHORD 2-15=1596/2701, 13-15=-1846/3582, 12-13=-1766/3519, 10-12=-1198/2397 WEBS 4-15=291/882, 5-15=-1318/583, 5-13=0/300, 6-12=-458/411, 7-12=-643/1270, 7-10=11081747, 8-1 0=-1 313/2640, 3-15=308/287 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7716; Vult=1'60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.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 9-0-0, Exterior(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 42-1-12 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 4o the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=711, 2=787. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ���11140 111/11�� No 8.4943 FS G'O R.1 V: N` 14 ..,���'S,�ONP►�-EEC? MOO JOluulsbh. PE N9.84M Milk USA; Inc.Fl Celt 66M 16023&n#jHingekkd (�Iesteifield,M063017 Dater April 24,2021 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 piTek• 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 passible personal injury and property damage. For general guidance regarding the A fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIf Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 16 PH 3 WATERSTONE T23669009 2742554 D11 Half Hip Truss 1 1 Job Reference (optional) builders FlrstJource (Plant Clty, FL), Plant City, FL - 33557, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:25 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-4uYn9bCnP6FRCFQtij3?UPkMKOvQ3P2GBwg9UKzOPYS r1-4-q 7-75 11-0-0 18-11-10 26-7-12 34-3-14 42-3-8 1 4-0 7-7-5 3-4-11 7-11-10 7-&2 7-8 2 7-11-10 3x6 5x6 = 3x4 = 4 20 21 22 5 5x6 = 623 24 14 „' " ao - co ii iu — of 9 3x8 = 4x6 = 3x4 = 21-5-12 3x8 MT20HS = 4x4 = Scale = 1:75.9 3x6 = 3x4 II 725 26 6 ro 0 5x8 II 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 0.83 Vert(LL) -0.36 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.63 14-17 >804 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.14 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 220 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-14 2 Rows at 113 pts 7-9 REACTIONS. (size) 2=0-8-0, 9=0-3-8 Max Horz 2=351(LC 12) Max Uplift 2=-781(LC 12), 9=-718(LC 12) Max Grav 2=1920(LC 17), 9=1795(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3382/1459, 3-4=-3141/1367, 4-5=-2798/1274, 5-6=-3494/1502, 6-7=-2603/1076 BOT CHORD 2-14=1512/3042, 12-14=-1586/3456, 10-12=-1447/3203, 9-10=957/2111 WEBS 3-14=397/356, 4-14=-359/1175, 5-14=-910/398, 6-12=-86/428, 6-10=880/549, 7-10=291/1196, 7-9=-2527/1159 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; 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 11-0-0, Extedor(2R) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 42-1-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=781,9=718. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. �(11111111111 EW JOHioA, �i VC O �'�� :�� Q • V F •••2 .0. No 84943 F 'i R'1" ♦'�• NA'L 111 Andrew Johmun PE No.84M. MTekUSA; rite:k6d 6634 16D23:Swing_Iey.Riga Road;gielifAld, MO63617 Date; April 24,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I192020 BEFORE USE. -- Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 16 PH 3 WATERSTONE T23669010 2742554 D13 Hip Truss 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:27 2021 Page 1 ID:6gD IOH2OVegl Nk1 sxoNemzyuU LB-OHgYaHE2xj W9RZZGp85TZgpisq W6XLMZcE9FYDzOPYCi r1-4-Q 7-7-5 11-2-0 ,13-0.21 20-11-0 28-10-0 31 38-1-13 4Z31- 1-4-0 7-75 3-6-11 1-10-0 7-11-0 7-11-0 4-10-0 4-5-13 I 4 6.00 12 5x6 = 2x4 11 5 26 27 5x6 = 4x6 = 5x8 = 28 7 2930 8 Scale = 1:77.3 20 19 '- 14 13 12 11 3x6 = 5x6 = 2x4 I I 2x4 11 5x8 = 6x8 = 7-7-5 11-2-0 20-11-0 28-10-0 i 33-8-0 i 42-3-8 7-75 3-6-11 9-9-0 7-11-0 4-10-0 8-7-8 Al r— A n n nof r— - n n n Al ro-n C n n n of rA n C C r1 A — r4a- A n n\ Al'ri7•r n cA—i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.90 Vert(LL) 0.49 16-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.82 16-17 >614 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.33 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 253 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 4-19,7-13: 2x4 SP No.3, 16-17,15-16: 2x4 SP No.1 10-0-0 oc bracing: 17-19, 13-15 WEBS 2x4 SP No.3 'Except* WEBS 1 Row at midpt 9-11 17-20: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Harz 2=219(LC 11) Max Uplift 2=-784(LC 12). 11=689(LC 12) Max Grav 2=1654(LC 1), 11=1579(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3031/1484,3-4=-4117/2100,4-5=-405412129,5-6=-3762/1988,6-7=-3762/1988, 7-8=-3335/1792,8-9=-1923/1056 BOT CHORD 2-20=1340/2643, 16-17=-1484/3147, 15-16=-1557/3376, 7-15=-6171433, 11-12=-683/1329 WEBS 3-20=1388/802, 17-20=1480/3028, 3-17=-439/1117, 5-17=-568/1273, 5-16=305/870, 6-16=463/422,7-16=2251526,12-15=-765/1798,8-15=-1102/2302,8-12=-953/494, 9-12=80/529, 9-11 =-1 853/1007 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=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 13-0-0, Exterior(2R) 13-0-0 to 17-2-15, Interjor(1) 17-2-15 to 33-8-0, Extedor(2R) 33-8-0 to 38-1-13, Interior(1) 38-1-13 to 42-1-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6•) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=784, 11=689. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. IIIIIIII NO: 84943 :- x i0 •: : �/♦ � � .,it*` Q`;• ,� 4,00 AndwJohns, d PEN6.84943 WekUSA; Ilic:.F1'Delf6834 16023.Swjnplliy Ridge Road,Cligieifleld, MO63017� Date: April 24,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511MO20 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for'an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see - ANS11rPl1 Quality Criteria, DSB-89 and 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 Oty Ply LOT 16 PH 3 WATERSTONE FTrussruType T23669011 2742554 D15 s 1 1 Job Reference (optional) s rnswource (riar[ Cry, FL), Piant City, FL - 13% , 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:29 2021 Page 1 ID:6gD IOH2OVegl Nkl sxoNemzyuU LB-zfol?zFiTLmsgtjewY7xeFv3LdAS?Esr3YeMd5ZOPYO r1-4-0 6-1-0 11-2-0 15-0-0 22-9-11 28I%0 31-8-0 36-9-13 42-3-8 1-4-0 6-1-0 5-1-0 3-10-0 7-9-11 6-0-5 2-10-0 5-1-13 5-5-11 Scale = 1:79.8 5x6 = 6.00 12 5x6 = 2x4 II 6x8 = 5 25 6 26 7 27 8 20 19 14 13 12 s4 so 11 3x6 — 4x8 = 2x4 I i 3x4 II 4x8 = 14-5-8 6xl2 MT20HS = 6-1-0 11-2-0 19-7-6 28-10-0 31-8-0 42-3-8 5-1-0 8-5-6 9-2-10 2-10-0 10-7-8 Plate Offsets (X Y)-- [3:0-3-0,0-3-0] [5:0-3-8 0-2-4] [6:0-3-0 0-3-0] [8.0-5-12 0-2-41 [12.0-2-12 0-1-81 [17:0-3-0 Edge] [20.0-3-8 0-2-0] 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 0.77 Vert(LL) -0.47 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.84 15-16 >605 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(CT) 0.34 11 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 262 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied. Except: 2-18: 2x4 SP No.2, 4-19,7-13: 2x4 SP No.3 6-0-0 oc bracing: 13-15 WEBS 2x4 SP No.3 `Except' 10-0-0 oc bracing: 17-19 17-20,10-11: 2x4 SP No.2 WEBS 1 Row at midpt 6-15, 8-12, 9-11 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Harz 2=256(LC 11) Max Uplift 2=-784(LC 12). 11=689(LC 12) Max Grav 2=1957(LC 17), 11=1845(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) Or less except when shown. TOP CHORD 2-3=-3653/1508, 3-4=-4950/2092, 4-5=-4992/2222, 5-6=3533/1617, 6-7=-2990/1461, 7-8=-2961/1453,8-9=-2242/1085 BOT CHORD 2-20=1383/3391, 4-17=-246/269, 16-17=-127713358, 15-16=139513546, 11-12=-753/1669 WEBS 3-20=1163/609, 17-20=-1455/3619, 3-17=370/1113, 5-17=-803/1997, 5-16=-62/583, 6-15=681/340, 12-15=-809/2516, 8-15=-1008/2510, 8-12=-1458/617, 9-12=4/480, 9-11=2077/1034 y1111A�,`, 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. ♦ Q'• �. F •• �%/ •'. 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 15-0-0, Extedor(2R) �� :, �- 15 O-0 to 19-2-15, Interior(l) 19-2-15 to 31-8-0, Exterior(2R) 31-8-0 to 35-10-15, Interior(l) 35-10-15 to 42-1-12 zone;C-C for : No. 8.4.943 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 1k to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. ��-��` 6) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' �j !h•'. Q` ���� �,0 �• 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 R `�� ��� the bottom chord and any other lovemach to `,,% 8) Pride an caI con ection (by others)tween of t ssf b ar nbers,tg plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) ON'A", 2=784,11=689. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2' gypsum AndrewJohrtson PE No.64943 sheetrock be applied directly to the bottom chord. MTBkUSAidnc:k6ft04 i6i)23SivnglejrAldgeRoad Ches(aiField,M06 617 Oate: April 24,2021 -- 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 Mew always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/f quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 16 PH 3 WATERSTONE T23669012 2742554 D17 Hip Truss 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:31 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-v2v2QfHY?yOawAtl2zAPkg_PERrLT8n8Xr7Th_zOPYM 1-4-Q 5-3 8 7-7-8 , 10-10-8 17-0-0 23-4-0 28-10-0 28-8§ 35-6� 42-3-8 1 4-0 5-3-8 2-4-0 3-3-0 6-1-8 6-4-0 5-6-0 0-10-0 5-10� 6-9-4 22 21 3x6 = 6x8 = 2x4 I I 6.00 12 Sx8 = 2x4 11 6x8 28 7 29 30 31 8 13 4-6-8 4 11 Scale = 1:80.6 1 IN IN. 12 11 4x12 = 3x8 MT20HS I I 5-3 8 7-7 8 17.0-0 23-4-0 2tl%0 35-6-4 42-3-8 5-31 2-4-0 9-4-8 6-4-0 5-6-0 6-8-4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 TCDL 7.0 Lumber DOL 1.25 BC 0.99 BCLL 0.0 Rep Stress Incr YES WB 0.91 BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except* 4-21,8-13: 2x4 SP No.3, 17-19: 2x4 SP No.1 WEBS 2x4 SP No.3 `Except` 5-19,19-22,3-19:2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Harz 2=293(LC 11) Max Uplift 2=-779(LC 12), 11=685(LC 12) Max Grav 2=1968(LC 17), 11=1853(LC 18) DEFL. in (loc) I/deft L/d Vert(LL) -0.59 18-19 >860 240 Vert(CT) -1.10 18-19 >460 180 Horz(CT) 0.42 11 n/a n/a PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 267 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 19-21, 13-15 WEBS 1 Row at midpt 5-18, 6-16 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3719/1512, 3-4=-7420/2997, 4-5=-7510/3014, 5-6=-3362/1515, 6-7=-2972/1483, 7-8=-2972/1483, 8-9=-2847/1342, 9-10=-2178/973, 10-11=-1739/843 BOT CHORD 2-22=1396/3472, 18-19=-1855/4612, 16-18=-1084/3080, 15-16=-903/2549, 8-15=-87/620 WEBS 5-19=1077/3252, 5-18=-1773/886, 6-18=-325/1195, 6-16=-146/299, 7-16=375/330, 8-16=310/735, 9-12=-1011/590, 10-12=-761/1874, 12-15=-783/1962, 9-15=159/844, 3-22=2994/1265,19-22=-1779/4581,3-19=-1265/3411 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=451t; 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 21-2-15, Interior(1) 21-2-15 to 29-8-0, Exterior(21R) 29-8-0 to 33-10-15, Interior(1) 33-10-15 to 42-1-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=779, 11=685. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. �,,,�1'11111111/I��I ENS 'Na -84943 Pam. t�s O R.1 -,�. Andrew Johnson PE No.84943: MiTekUSA Inc:k::6 663A 16DP3 Sw nglBy HiAge Road, Chesteifield, M0 63617. Dire, April 24,2021 ® 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 Tek° building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Adddional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance -regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/f Quality Criteria, DSB-89 and 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 16 PH 3 WATERSTONE [LOT 9013 T2366 2742554 D19 HIP TRUSS 1 1 Job Reference o tional Builders FlrstSource (Plant City, FL), Plant City, FL - 33557, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:32 2021 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuU LB-N ETRd?I BmG8RXKSDchheGtXa3rBrCbgllVtOEQzOPYL r1-4-Q 4-0-0 ,5-7-8 , 12-10-0 19-0-0 27-8-0 28-10,0 36-1-8 42-3-8 ,44-0-0 '1-4-0' 4-0-0 1-71 ' 7-2-8 6-2-0 8-8-0 2- 7-3-8 6-2-0 1-81 Plate 6.00 12 5x6 = 5x6 = 2x4 11 28 7 8 22 21 "' 15 14 13 12 3x6 = 2x4 II 6x8 = [6:0-3-8,0-2-4],[7:0-3-8,0-2-4], 19-0-0 3x4 11 4x12 = 4x6 11 I 14-5-8 i [16:0-4-0,0-3-4],[17:0-7-0,0-3-4],[1 Scale = 1:78.3 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 0.80 Vert(LL) 0.70 20 >719 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -1.10 20 >459 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.51 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 284 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 6-7,1-5: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.1 'Except* 7-8-0 cc bracing: 19-21 4-21: 2x4 SP M 31, 17-19: 2x6 SP M 26, 8-14: 2x4 SP No.3 10-0-0 cc bracing: 14-16 12-15: 2x4 SP No.2 WEBS 1 Row at midpt 5-17 WEBS 2x4 SP No.3 *Except* 2 Rows at 1/3 pts 4-18 3-19: 2x4 SP M 31. 7-17: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 12=0-3-8 Max Horz 2=-341(LC 10) Max Uplift 2=-781(LC 12), 12=826(LC 12) Max Grav 2=1945(LC 17), 12=1915(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3658/1506, 3-4=-9426/3670, 4-5=-4416/1883, 5-6=-2984/1399, 6-7=-2628/1334, 7-8=-2695/1414,8-9=2757/1311,9-10=2080/953,10-12=-1820/1022 BOT CHORD 2-22=1315/3484, 21-22=-1312/3482, 19-21=-902/2580, 4-19=-979/3006, 18-19=-3300/8820, 17-1 8=- 145914090, 16-17=-781/2374 WEBS 3-19=2975/8101, 4-18=4795/1869, 5-18=-345/1217, 5-17=-1664/779, 6-17=-242/956, 7-17=133/499, 7-16=-287/874, 9-13=-923/558, 3-21=-3783/1403, 9-16=-135/792, 13-16=-735/1885,10-13=-742/1845 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph,(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=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 19-0-0, Exterior(21R) 19-0-0 to 23-2-15, Interior(1) 23-2-15 to 27-8-0, Exterior(2R) 27-8-0 to 31-10-15, Interior(1) 31-10-15 to 44-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 270-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=781,12=826. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Date: April 24,2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI I-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 MiT®k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 16 PH 3 WATERSTONE T23669014 2742554 D21 HIP TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:34 2021 Page 1 ID:6gD IOH2OVegl Nkl sxoNemzyuU LB-JdbB2gJRHtO9necc]6j6LlczdeslgWKaDpM71JzOPYJ r1 4-Q 6-3-0 12-10-0 21-0-0 25-8-0 28-10-0 , 36-1$ 42-3-8 g-0-0, 1-4-0 6-3-0 6-7-0 8-2-0 4-8-0 3-2-0 7-3-8 6-2-0 1-8-8 5x6 = 6.00 F12 5x6 = 530 6 31 Scale = 1:79.6 010 IN 21 "" 3x8 = 2x4 II 13 12 11 3x6 II 2x4 II 6x8 = 3x6 = 2x4 — 12-10-0 21-0-0 28-4-0 28�10-0 36-1-8 42-3-8 6-7-0 8-2-0 7-4-0 0-6-0 7-3-8 Plate Offsets (X Y)-- [2:0-2-12 0-1-81.[4:0-3-0 0-3-41,[5:0-3-8 0-2-4] [6:0-3-0 0-2-01 [8:0-3-0 0-3-0][9:0-2-15,0-2-0],[14:0-2-8,0-2-12],[18:0-3-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.19 21-27 >372 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.38 15-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.15 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 275 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 7-15: 2x4 SP No.3 WEBS 2x4 SP No.3 WEBS JOINTS REACTIONS. (size) 2=0-8-0, 21=0-3-0, 11=0-3-8 Max Harz 2=-378(LC 10) Max Uplift 2=-305(LC 12), 21=821(LC 12). 11=-734(LC 12) Max Grav 2=268(LC 23), 21=1917(LC 17), 11=1670(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-368/396, 3-4=2190/1025, 4-5=-1830/983, 5-6=-1571/982, 6-7=-2219/1261, 7-8=-2210/1084, 8-9=2841/1266, 9-11=-1569/916 BOT CHORD 16-18=-702/2117, 15-16=-468/1615, 14-15=-1010/2474, 7-15=-352/385 WEBS 3-18=714/2128, 4-16=-492/315, 5-16=-87/544, 6-15=466/993, 8-15=-697/401, 9-14=985/2381, 19-21 =-1 881/893, 3-19=1788/922 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 2-2-0 oc bracing: 14-15 6-0-0 oc bracing: 7-15 1 Row at midpt 4-16, 6-16 1 Brace at Jt(s): 14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=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 21-0-0, Exterior(2R) 21-0-0 to 25-2-15, Interior(1) 25-2-15 to 25-8-0, Exterior(2R) 25-8-0 to 29-10-15, Interior(1) 29-10-15 to 44-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=305, 21=821, 11=734. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. No 84943 E ���♦. Alldrim JohnIsun PE 604943, M150%,Inc: FL'CAdIM 1163.SidnglgRiEgegoad, Chesterfield,MO63617 Dife: April 24,2021 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 141II-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 p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 VliTek• 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 ANSI1TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 , Tampa, FL 36610 Jab Truss Truss Type Oty Ply LOT 16 PH 3 WATERSTONE T23669015 2742554 E3 Jack -Open Truss 3 1 Job Reference o tidnal • � �, - o.You s 1 i 1 cc tut i wu i eK nluusines, Inc. vve0 Hpr Zl 1 t1:4Z:41 zuzi rage 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-czWgW4Pgel G96jeyd4L17nOFkTRoptXcgPY?2Pi0PYC -1-4-0 3-0-0 1-4-0 3-0-0 Scale = 1:12.8 c? 0 w N � 3-0-0 3-0-0 � Plate Offsets (X,Y)-- [2:0-0-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.02 4-7 >999 240 MT20 2441190 TCDL 7:0 Lumber DOL 1.25 BC 0.21 Vert(CT) 0.02 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)' -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 12lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Harz 2=133(LC 12) Max Uplift 3=-63(LC 12), 2=-211(LC 12), 4=-40(LC 9) Max Grav 3=62(LC 17), 2=197(LC 1), 4=50(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extericr(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-11-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 1I`t 1 1 1 Rill." 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing V,``EW plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except at=lb)Q� N_o 8.4943 Mwsaafr April 24,2021 A WARNING -Verify design parameters and READ NOTES ON THIS ANDiNCLUDED MITEK REFERENCE PAGE MII-7473.rev. 5/1912020 BEFORE USE. -- Design valid far use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only., Additional temporary and permanent bracing 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 ANS11TP11 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 16 PH 3 WATERSTONE ` T23669016 2742554 E5 Jack -Open Truss 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:42 2021 Page 1 ID:ZYc6AOG NbVAfFo43ovpJT9ypvsQ-494DkPPS PKOOktD8Bns_g_xM4tkfYKnm231YarzOPYB -1-4-0 5-0-0 r 1-4-0 5-0-0 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 TCDL 7.0 Lumber DOL 1.25 BC 0.43 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SIP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=187(LC 12) Max Uplift 3=-109(LC 12), 2=-163(LC 12) Max Grav 3=131(LC 17), 2=264(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:17.8 DEFL. in (loc) Ildefl L/d PLATES GRIP Vert(LL) 0.06 4-7 >950 240 MT20 244/190 Vert(CT) -0.06 4-7 >937 180 Horz(CT) -0.00 3 n/a n/a Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=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 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 3=109, 2=163. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. -1 No 84943 ►'��OR Ii N 4% Andrely Johlts8n PE No.84943 MiTkMk. ImA Con 6634, 160P3 ngW Nge Road Chesteifield, M0 63617. Dates April 24,2021 ® WARNING - Vedfydesign 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 into prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIf qualityCriterla, OSB-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 16 PH 3 WATERSTONE T23669017 2742$54 E7 JACK -OPEN TRUSS 33 1 Job Reference (optional) IrS OU w tr ani UILY, r'/, 2 ridrn Cuy, rL - aeoor, 1:3.43U s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:43 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-YMebxIQ4AeXtMOoKIVNDDCUT H?cHnlvHj157lzOPYA 1-0 0 7-0-0 1-4-0 7-0-0 JX4 Scale = 1:23.0 cn 0 M 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 0.76 Vert(LL) 0.18 4-7 >458 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.20 4-7 >410 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 24 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=241(LC 12) Max Uplift 3=-164(LC 12), 2=-178(LC 12) Max Grav 3=192(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=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(l) 1-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=164, 2=178. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 24,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4478 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 ANSI1TPI1 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 16 PH 3 WATERSTONE T23669018 2742554 E7G MONOPITCH TRUSS 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:43 2021 Page 1 ID:ZYc6AOG NbVAfFo43ovpJT9ypvsQ-YMebxIQ4AeXtMOoKIVND DCUbnH8wHgcvHj 157lzOPYA 4-0-14 7-0-0 4-0-14 2-1 1-2 2x4 II 3 3x4 = 3x10 II X. — ST1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TIC 0.19 TCDL 7.0 Lumber DOL 1.25 BC 0.17 BCLL 0.0 Rep Stress Incr NO WB 0.48 BCDL 10.0 Code FBC2020/TP.I2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 4=Mechanical Max Harz 1=184(LC 8) Max Uplift 1=-323(LC 8), 4=-849(LC 8) Max Grav 1=724(LC 1), 4=1557(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1344/619 BOT CHORD 1-5=-669/1178, 4-5=-669/1178 WEBS 2-5=-611/124.7; 24=-1448/823 DEFL, in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.02 5 >999 240 MT20 244/190 Vert(CT) -0.03 4-5 >999 180 Horz(CT) 0.01 4 n/a n/a Scale: 12"=1' Weight: 40 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=323, 4=849. 7) kianger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 84 lb down and 49 lb up at 2-4-12, and 1039 lb down and 591 lb up at 4-4-12, and 652 lb down and 335 lb up at 6-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54,1-4=-20 Concentrated Loads (lb) Vert: 8=-84(F) 9=-1039(F) 10=-652(F) AS JON 4 Q911 .� �GE^+s O No 8.4943 P N AL kdrdn,JohObn PE Bo;84M3 MTekUSA; Ire: FLCedP894 16023:SwingleyRidle Road, (3lestaji'ield, MO63017. Date: April 24,2021 ® 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 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 ANSUTp/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 16 PH 3 WATERSTONE 2742554 E7S JACK -OPEN TRUSS 2 1 T23669019 Job Reference (optional) i ST1 —y, a,43U S Mar 22 2021 MITek Industries, Inc. Wed Apr 21 18:42:44 2021 Page 1 I D: ZYc6AO G N bVAfFo43ovpJT9ypvs Q-OYCz95RixyfkzANXJ CvS IPOd Kg LxO E H3 WN nffkzO PY9 3x4 = Scale = 1:22.9 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 0.78 Vert(LL) 0.20 3-6 >420 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.20 3-6 >419 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a file BCDL 10.0 Cade FBC2020/TP12014 Matrix -AS Weight: 22 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=186(LC 12) Max Uplift 1=-68(LC 12), 2=-170(LC 12) Max Grav 1=257(LC 17), 2=196(LC 17). 3=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0.to 3-0-0, Intedor(1) 3-0-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chordlive load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 2=170. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. gate: ����11111/fI1I 'Y No '8.40.43 April 24,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 rev. 5/192020 BEFORE USE.° Design valid for use only with MiTek®connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 quality Criteria, DSB-99 and BCSI Building Component 6904 Parke Fast Blvd. Safety Infomtation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 16 PH 3 WATERSTONE T23669020 2742554 E7V JACK -OPEN TRUSS 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:45 2021 Page 1 ID:6gDIOH2OVegl Nk1 sxoNemzyuULB-VkmLMRSKiFnbbKxjswQhldZg94gJlgLCl1 WCBAzOPY8 1 4 0 4-8-2 7-0-0 1-4-0 4-8-2 2-3-14 3x4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 TCDL 7.0 Lumber DOL 1.25 BC 0.75 BCLL 0.0 Rep Stress Incr YES WB 0.08 BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=241(LC 12) Max Uplift 4=-102(LC 12), 2=-171(LC 12), 5=56(LC 12) Max Grav 4=153(LC 17), 2=336(LC 1), 5=123(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-251/103 WEBS 3-6=-90/254 0 0 N M O Scale = 1:22.8 DEFL. in (loc) I/defl Lid PLATES GRIP Vert(LL) 0.31 6-9 >265 240 MT20 244/190 Vert(CT) -0.27 6-9 >312 180 Horz(CT) -0.03 4 n/a n/a Weight: 26 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=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 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSIfrPI 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) 5 except (jt=lb) 4=102, 2=171. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,,,(if SEW JONNs No 84043 i A' R,1 Q • ��`�• Andrew JofiesunPENn.8 941 MTIikUSA;_IoeR:Cert6B94 16023:SwidgleyAiEge R9adj gles(¢[field, M069017 Date; April 24,2021 ® 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 MiTek5 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 16 PH 3 WATERSTONE T23669021 2742554 E22 Jack -Open Truss 1 1 Job Reference (optional) 1.....I —Y. --1/, r..... —y, ��- - ��� , 0.96U s Mar LL &U/ I Iwl 1 eK mousmles, Inc. VVea Apr zi 1 m4z:4U zuzi rage 1 I D:ZYc6AO G NbVAfFo43ovpJT9ypvsQ-8 nySJ kO Ctj 8J VZ3m4Mq W bZs6L37 U4QHTbipR WzzO PYD 2-2-8 228 1 2x4 = 2-2-8 2-2-8 Scale = 1:10.1 Plate Offsets (X;Y)-- f1:0-1-4 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MP Weight: 7lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structuralwood sheathing directly applied or 2-2-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=58(LC 12) Max Uplift 1=-20(LC 12), 2=-47(LC 12), 3=-4(LC 12) Max Grav 1=79(LC 1), 2=55(LC 17), 3=38(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lbuplift at joint(s) 1, 2, 3. N_o 84943 I 03ki gley Ridge Road t haliteAlild, M0 63617 • Date: April 24,2021 ® 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 ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 16 PH 3 WATERSTONE T23669022 2742554 FG Flat Truss 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:46 2021 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-zxJjZnTzTZvSDUWvQdxwgg67VU91U3RMzhGmjczOPY7 3-8-0 7-4-0 3-8-0 3-8-0 3xs 11 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2020ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-3-8, 4=0-8-0 Max Harz 6=-65(LC 6) Max Uplift 6=-1259(LC 8), 4=-1259(LC 8) Max Grav 6=3284(LC 15), 4=3284(LC 15) 6.00 FIT 4x4 = oxo — ST1.5x8 STP = 3x6 11 3-8-0 3-8-0 CSI. DEFL. in (IDc) I/dell L/d TC 0.16 Vert(LL) 0.02 5-6 >999 240 BC 0.16 Vert(CT) -0.02 5-6 >999 180 WB 0.34 Horz(CT) 0.00 4 n/a n/a Matrix -MP FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2079/803, 2-3=-2079/803, 1-6=-2042/820, 3-4=-2042/820 WEBS 2-5=-597/1668, 1-5=-769/2131, 3-5=-769/2131 Scale = 1:28.8. PLATES GRIP MT20 244/190 Weight: 101 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-8-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 chard and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=1259, 4=1259. 9) Girder carries tie-in span(s): 41-4-0 from 0-0-0 to 7-4-0 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-3=54, 4-6=-742(F=-722) ��4111111/'fI1 14 �� EW J0H i * NS ✓�� s No::840.43 1. •i 1 varo: April 24,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall 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 Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 16 PH 3 WATERSTONE T23669023 2742554 G7 Special Truss 1 1 Job Reference o tional rrbrauurce (rian[ City, FL), Flan City, FL - 33bbr, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:54 2021 Page 1 ID:ZYc6AOG NbVAfFo43ovpJT9ypvsQ-kToIFWZ_aOvJAj7Sul4o9WRNEijEMaBXpxCB?9zOPY? -1-4-0 3-10-0 7-0-0 12-0-0 17-0-0 17-8 21-0-0 24-6-5 28-8-0 30-0-0 1-4-0 3-10-0 3 2-0 5-0-0 5-0-0 -8- 3-4-0 3-6 4 4-1-11 1-4-0 6x8 = 6x8 = 2x4 II 5x8 = 4x6 = s A -- 6 7 ST1.5x8 STP = 3x10 11 6xl2 MT20HS WB = 5x8 = 4x4 = 4x4 = 3x10 = 12-0-0 7x8 = Scale = 1:53.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.40 13-14 >851 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.52 13-14 >663 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(CT) 0.11 8 n/a rile BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 153 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied or 2-6-2 oc purlins. 5-6,6-7: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-5 oc bracing. BOT CHORD 2x4 SP M 31 'Except' 2-12: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 6-11: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=167(LC 7) Max Uplift 2=-1414(LC 8), 8=-970(LC 8) Max Grav 2=2566(LC 1),8=1814(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5316/2822, 3-4=-5448/2959, 4-5=-5448/2959, 5-6=-4623/2486, 6-7=-2967/1600, 7-8=-3358/1682 BOT CHORD 2-14=2344/4680, 13-14=-2368/4738, 11-13=-2020/4230, 10-11 =-1 770/3763, 8-10=1319/2922 WEBS 3-14=562/1392, 3-13=-424/864, 4-13=-364/313, 5-13=-937/1543, 5-11=-2814/1588, 6-11=1482/2764, 6-10=-1364/696, 7-10=512/1230 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1414, 8=970.. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 218 lb down and 288 lb up at 7-0-0, and 128 lb down and 165 lb up at 9-0-12 on top chord, and 346 lb down and 153 lb up at 7-0-0, and 66 lb down at 9-0-12, and 1501 lb down and 858 lb up at 9-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �%���PEW JINN �iA�, v�GENSF No. 84943 KIM And 24.2n21 (SheStandard ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Iv111-7473 re' v.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 ANS//TPI7 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 113 PH 3 WATERSTONE T23669023 2742554 G7 Special Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, tb.43U s Mar 22 ZU21 MI I eK Industries, Inc. Wed Apr Zl 1ti:4Z:54 ZU21 rage L I D:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-kToIFVvZ_aOvJAj7Sul4o9WRN EijEMaBXpxCB?9zOPY? LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) ` Vert: 1-3=-54, 3-5=54, 5-6=-54, 6-7=-54, 7-9=54, 2-17=20 Concentrated Loads (lb) Vert: 3=-138(F) 14=-346(F) 20=-SS(F) 23=-41(F) 24=-1501(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 4eriy the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSE-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 16 PH 3 WATERSTONE T23669024 2742554 G9 Hip Truss 1 1 Job Reference (optional) lers Flrstsource (Plant City, FL), Plant city, FL - 33557, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:55 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-CgM7SsacLKlAosieSOb1ik SW62a58Xg2axkYbzOPY -1-4-0 9-0-0 14-4-0 19-8-0 28-8-0 30-0-0 1-4-0 9-0-0 5-4-0 5-4-0 9-0-0 1-4-0 Scale = 1:52.1 5x6 i 3x4 = 5x6 1920 4 2122 5 3x4 = 3x4 = 4x6 = 3x4 = 3x4 = 9-0-0 10-8-0 9-0-0 Plate Offsets (X Y)-- [2:0-0-8 Edge], [3i0-3-0 0-2-71, [5:0-3-0 0-2-71 [6:0-0-8 Edge] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.28 10-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.42 8-10 >817 180 BCLL 0.0 Rep Stress [nor YES WB 0.29 Horz(CT) 0.07 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 126lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP Nc.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=191(LC 11) Max Uplift 2=-574(LC 12), 6=-574(LC 12) Max Grav 2=1133(LC 1).6=1133(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1771/915, 3-4=-1527/941, 4-5=-1527/941, 5-6=-1771/915 BOT CHORD 2-10=610/1516, 8-10=-738/1658, 6-8=-636/1516 WEBS 3-10=12/435, 4-10=-311/169, 4-8=-311/169, 5.8=-12/435 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=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 1-870, Interior(1) 1-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 19-8-0, Exterior(2R) 19-8-0 to 23-10-15, Interior(1) 23-10-15 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 DOL=1.60 plate grip 3) Building Designer / Project engineer responsible for verifying applied roof live load loading JOc,nA',I�,' P shown covers rain requirements specific to the use of this truss ,• 'VS I� N component. 4) Provide adequate drainage to prevent water ponding. E O �� Qom• � , siC 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • �� ;• N O'84943 ^ 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide fit between the bottom : *'. •: will 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 Ot=lb) * :' 2=574, 6=574."z 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. �•� Q' •� ,,i, :40. t� ;<,OR%p Aldred) Joh-n PE No.64943" hlTekllSA Imat;et6634 166P3.SwrlgleyHidge Hoad:glesfedwId, MO63617. Oates April 24,2021 ® WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. ��' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for. an individual building component, not a truss system. Before use, the building; designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 16 PH 3 WATERSTONE T23669025 2742554 G11 Hip Truss 1 1 Job Reference o ti0nal Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:47 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-R7t6n7TbDt1Jre56_KS9N2eCRuKbDXtVCL?JG3zOPY6 -1-4-0 6-6-0 11-0-0 15-0-0 15-9-$ 18-5-8 _� 22-5-15 28-8-0 30-0-0 1 4-0 6-6-0 46-0 4-0-o s- 2-e-o 4-0-6 6-2-2 i 4x4 = 5x6 = 4x4 = 4 23 5 6 4x4 = 4x4 = 3x4 = 3x4 = ` 3x8 = 3x8 = 3x6 9-1-6 15-0-0 18-5-8 i _ 28-8-0 9-1-6 5-10-10 3-5-8 10-2-8 ' LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 TCDL 7.0 Lumber DOL 1.25 BC 0.89 BCLL 0.0 Rep Stress Incr YES WB 0.27 BCDL 10.0 Code FBC2020ITPI2014 Matrix -AS Scale = 1:53.1 DEFL. in (loc) I/dell L/d PLATES GRIP Vert(LL) -0.24 11-20 >999 240 MT20 2441190 Vert(CT) -0.51 11-20 >675 180 Horz(CT) 0.07 9 rile n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-228(LC 10) Max Uplift 2=-574(LC 12), 9=-574(LC 12) Max Grav 2=1133(LC 1). 9=1133(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1883/1078, 3-4=-1682/1015, 4-5=-1366/929, 5-6=-1463/977, 6-7=-1385/883, 7-8=-1599/931,8-9=-1879/1069 BOT CHORD 2-14=801/1654, 12-14=-514/1296, 11-12=-592/1444, 9-11=-826/1650 WEBS 3-14=364/351, 4-14=-191/490„5-12=225/401, 6-12=499/297, 7-11=-224/509, 8-11=388/352 Weight: 156 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=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 11-0-0, Exterior(2E) 11-0-0 to 15-9-8, Interior(1) 15-9-8 to 18-5-8, Exterior(2R) 18-5-8 to 22-7-9, Interior(1) 22-7-9 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=574, 9=574. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. �.rtuuur.��° J ON No. 8.4.943 is rL.e. K hdfewJohPEN0.340 MiTiInseli IiIJ A Inc:,RCon6634 16023.Wngle W e H9ad,giesiikill; MO 0417. Oats: April 24,2021 ® 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/TPN Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Qty Ply LOT 16 PH 3 WATERSTONE 2742554 7G'lu3 Special Truss 1 1 T23669026 Job Reference (optional) vst ource (Plant City, FL), Plant City, FL - 33567, 6.00 12 5-4-11 4x6 = 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:48 2021 2-8-0 8-2-8 Scale = 1:54.1 3x4 i�- 3x4 = 4x6 = 4x8 = 2x4 11 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 0.77 BC 0.97 WB 0.84 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Udefl Lid -0.26 10-12 >999 240 -0.44 10-12 >780 180 0.07 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 141 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP Nc.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=265(LC 11) Max Uplift 2=-574(LC 12), 7=-574(LC 12) Max Grav 2=1298(LC 17). 7=1295(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2076/1040, 3-4=-1978/1085, 4-5=-2277/1330, 5-6=-1957/1097, 6-7=-2024/1039 BOT CHORD 2-12=758/1993, 10-12=-432/1377, 9-10=-750/1752, 7-9=-749/1744 WEBS 3-12=417/408, 4-12=-329/896, 4-10=658/1284, 5-10=-1101/721, 6-10=-142/457 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=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 13-0-0, Exterior(2R) 13-0-0 to 16-0-0, Interior(1) 16-0-0 to 20-5-8, Exterior(2R) 20-5-8 to 23-5-8, Interior(1) 23-5-8 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) The Fabrication Tolerance at joint 6 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=574, 7=574. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. GEN.g No: 8494.3 Andr6 Jol1*h PE Nd.OW MTekUSA, Inc: L Cerf 6W 18dG!'Sv+ngleykite Road 15hesti ld,Md0617. Dates April 24,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDEDMITEK REFERENCE PAGE MII-7473 rev. 6I19/2020 BEFORE USE. ��• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component; not a truss system. Before use, the building designer must verify the applicability of design parameters and. properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 quality Criteria, DSB-89 and 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 16 PH 3 WATERSTONE T23669027 2742554 G15 Special Truss 1 1 Job Reference o tional Builders FirstSeurce (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:50 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-riZEP8WTWoPui5ghf r?s?gGgI5MgQpMxuJEzsOzOPY3 i-1-4-0 7-7-5 13-0-0 19-9-8 i 22-5_-8 _ 28-8-0 30-0-0 1-4-0 7-7-5 5-4-1t 6-9-8 2-8-0 6-2-8 4x6 11 6.00 12 Scale = 1:54.1 3x4 = 3x4 = 5x6 WB = 5x8 = 2x4 11 3x4 = 9-2-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 TCDL 7.0 Lumber DOL 1.25 BC 0.87 BCLL 0.0 Rep Stress Incr YES WB 0.60 BCDL 10.0 Code FBC20201TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Harz 2=-265(LC 10) Max Uplift 2=-574(LC 12), 7=-574(LC 12) Max Grav 2=1301(LC 17), 7=1299(LC 18) DEFL. in (loc) I/dell Lid PLATES GRIP Vert(LL) -0.44 10-12 >776 240 MT20 244/190 Vert(CT) -0.75 10-12 >458 180 Horz(CT) 0.06 7 n/a n/a Weight: 140 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2101/1024, 3-4=-2002/1069, 4-5=-2882/1556, 5-6=-2432/1245, 6-7=-2162/1095 BOT CHORD 2-12=743/2011, 10-12=-434/1379, 9-10=-831/1874, 7-9=-828/1871 WEBS 3-12=402/397, 4-12=-304/940,A-10=-844/1751, 5-10=-1498/951, 6-10=-318/861 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=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(l) 1-8-0 to 13-0-0, Exterior(2R) ' 13-0-0 to 16-0-0, Interior(1) 16-0-0 to 22-5-8, Exterior(2R) 22-5-8 to 25-5-8, Interior(1) 25-5-8 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 0 This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other, members, with BCDL= 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=574, 7=574. $) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. NO 84943 a � V ai. V, 14� ONAI E��`% hdtl vJohnsenPENo.84943 MRek11SAi lhc: Fl.:Ctirt-8634, 16823:S1viligleyRidge Road�gle4terfield, M063017 Dates - April 24,2021 ® 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/TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 16 PH 3 WATERSTONE T23669028 2742554 G17 Roof Special 1 1 Job Reference (optional) Builders rirstaource (Plant City, PL), Plant uity, t-L - 33b6/, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:51 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-Ju7cdU W5H5XIJFPtDAX5XupuhVhC9H W57zzXPgzOPY2 7-7-5 12-10-0 18-0-11 21-7 8 24-3-8 28-6-0 9-10-0 7-7-55-2-11 _ 5-2-11 3-6-13 2 Scale = 1:52.8 r 4x4 = 3x4 = 3x4 = 3x4 = 4x4 = 4x8 = 2x4 II 3x4 = 16-6-0 28-6-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.52 BC 0.85 WB 0.54 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft L/d -0.19 11-13 >999 240 -0.37 13-16 >930 180 0.07 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 142 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 7=0.8-0 Max Horz 1=-258(LC 10) Max Uplift 1=-471(LC 12), 7=-574(LC 12) Max Grav 1=1211(LC 17). 7= 1 280(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1994/1029,2-3=-189611076,3-4=-2038/1154, 4-5=-3248/1736,5-6=-2793/1455, 6-7=-2269/1139 BOT CHORD 1-13=726/1913, 11-13=-409/1352, 10-11=-855/2008, 9-10=-897/1986, 7-9=-897/1977 WEBS 2-13=410/407,3-13=-330/828,3-11=-500/1102,4-11=-758/554,4-10=-681/1280, 5-10=1517/898, 6-10=-528/1033 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; 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 12-10-0, Exterior(2R) 12-10-0 to 15-10-0, Interior(1) 15-10-0 to 24-3-8, Exterior(2R) 24-3-8 to 27-3-8, Interior(1) 27-3-8 to 29-10-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=471, 7=574. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. EW BONA, E N rS 8.4043 [we April 24,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 611.9/2020 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 i1AiTek� is always required for stability and to prevent collapse with possible personal injury. and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DS9-89 and SCSI Building Component 6904 Padre 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 16 PH 3 WATERSTONE T23669029 2742554 G19 Roof Special Girder 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:53 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-GHEN1AYMpjnTZZZFKbZZdJu9uJLhd51 NaHSdTizOPYO i 7-7-5 12-10-0 18-0-11 23-7-8 26-3-8 28-6-0 ,29-10-0, 7-7-5 5-2-11 5-2-11 5-6-13 2-8-0 2-2-8 1-4-0 �Q 3x4 4x4 = 3x4 = 3x4 = 3x4 = 5x12 = 2x4 II Scale = 1:52.5 3x4 = 9-2-0 16-6-0 23-7-8 26-31 28-6-0 9-2-0 7-4-0 7-1-8 2-8-0 2-2-8 Plate Offsets (X,Y)-- [4:0-3-0,0-1-81,[6:0-6-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.33 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.57 10-11 >599 180 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 141 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied. 3-5: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-10-3 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-6-0, 7=0-8-0 Max Horz 1=-258(LC 6) Max Uplift 1=-470(LC 8). 7=-571(LC 8) Max Grav 1=1196(LC 13), 7=1158(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1961/834, 2-3=-1863/879, 3-4=-2030/945, 4-5=-4489/1885, 5-6=3721/1495, 6-7=-2151/889 BOT CHORD 1-13=571/1883, 11-13=-291/1322, 10-11=-686/1983, 9-10=-690/1908, 7-9=-689/1900 WEBS 2-13=412/365, 3-13=-288/824, 3-11=416/1112, 4-11=-723/481, 4-10=-996/2432, 5-10=2149/1001. 6-10=-759/2095 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; Cat. ,,(}►11111/j,14, �I�� (3-second gust) eave=5ft; Exp Encl., ,*t� �w 'Jo NS1. 41 11; C; GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 �� OQ�.-; ...... 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,�� C E N S 0.. �; F'�!,2 �.0 to the use of this truss component. �� 4) Provide adequate drainage to prevent water ponding. No �. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. _ .8.4943op 6) 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 �r will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=470, 7=571. S / ✓) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 26 lb down and 143 lb up at 26-3-8 top 22 lb 26-2-12 bottom The design/selection device(s) is the ; on chord, and up at on chord. of such connection tfs < responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Robf Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 AMP JdhlhkhPENu.8413: Uniform Loads (plf) MTekll$ rAlie:RCk663 Vert: 1-3=-54, 3-5=54, 5-6=-54, 6-8=-54, 14-17=-20 16bbS1viligleyRidge kDad,Cheste[field,Md63017. Dater April 24,2021 ® 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 verity 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 WOW 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/7P/f Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 16 PH 3 WATERSTONE T23669029 2742554 G19 Roof Special Girder 1 1 Job Reference o tional ti—uu— trim n i ny, rLI, rianc uny, rL - 000ut, U.43u s Mar 22 2U21 MITek Industries, Inc. Wed Apr21 18:42:53 2021 Page 2 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-GHEN1AYMpjnTZZZFKbZZdJu9uJLhd51NaHSdTizOPYO LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=54(B) 9=4(B) WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5l19l2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and 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 16 PH 3 WATERSTONE T23669030 2742554 GGE GABLE 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:56 2021 Page 1 ID:ZYc6AOGNbVAfFc43ovpJT9ypvsQ-gswVgCaE6e91 QOHgOj6GExWgDWc4qdmqGEhl3lzOPXz 4-0-0 4-0-0 3 2x4 = 3x6 11 2x4 11 Scale = 1:14.6 LOADING (pso SPACING- 2-0-0 ' CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.16 HOrz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 P WEBS 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=4-0-0, 4=4-0-0, 5=4-0-0 Max Horz 1=105(LC 12) Max Uplift 4=-32(LC 12), 5=-114(LC 12) Max Grav 1=57(LC 1), 4=55(LC 17), 5=195(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-326/96 WEBS 2-5=-185/535 Structural wood sheathing directly applied or 4-0-0 Go purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) 0-0-0 to 3-0-0, Exterior(2N) 3-0-0 to 3-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 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) 4 except (jt=lb) 5=114. J�yAl No '84943 Andrew Johnson HE No.84943 MiTek1I$A.Inc FL Ced6634 16DP3:Wnli[yRjdgeRn&d,66te eld,MO6361T Dots: April 24,2021 ® 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 truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ITek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPIf 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 16 PH 3 WATERSTONE T23669031 2742554 H3 Jack -Open Truss 2 1 Job Reference o tional ce lnani Giry, FL), Fiani cny, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:57 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-82UltYbstxHulAslZRdVn93zSwvdZ6VzVuQrbUzOPXy -1-10-10 4-2-15 1-10-10 4-2-15 Scale = 1:12.7 4-2-15 4215 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.01 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.02 2-4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-15 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=0-3-0, 4=Mechanical Max Horz 2=133(LC 8) Max Uplift 3=-51(LC 5), 2=-208(LC 8) Max Grav 3=67(LC 1), 2=238(LC 1), 4=66(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES. 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Building Designer / Project engineer responsible for verifying applied roof•live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=208. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb down and 84 lb up at 1-5-4, and 30 lb down and 84 lb up at 1-5-4 on top chord, and 23 lb up at 1-5-4, and 23 lb up at 1-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 5=48(F=24, B=24) 6=23(F=11, B=11) •.00 N.a_ °84643 Andrew Johhsbh PENa.34943 mrre'084 Inc F1'6d 66i 1141Svringley Ridge Road, Mes(aifield, MO G3O17. Rater April 24,2021 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6I19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 16 PH 3 WATERSTONE T23669032 2742554 H5 Jack -Open Truss 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 113:42:58 2021 Page 1 I D:ZYc6AOG NbVAfFo43ovpJT9ypvsQ-cE2G5ucUeFPIfKRD789kKMc2bK8?IZk7kYA08wzOPXx -1-10-10 3-9-6 7-0-14 0-1 1-10 3-9-6 3-3-8 Scale = 1:17.4 7-0-14 7-0-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.12 4-7 >681 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.20 4-7 >411 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 25lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 3=Mechanical, 2=0-11-5, 4=Mechanical Max Horz 2=188(LC 8) Max Uplift 3=-148(LC 8), 2=-235(LC 8) Max Grav 3=159(LC 1), 2=321(LC 1), 4=130(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 Qt=lb) III. 3=148, 2=235. device(s) to load(s) 18 lb down 55 lb J� y'1/S► ��j,, 7) Hanger(s) or other connection shall be provided sufficient support concentrated and up at 1-5-4. 30 lb down and 84 lb at 1-5-4, and 22 lb down and 112 lb up at 4-3-4, and 3 lb down and 70 lb up at 4-3-4 on top chord, : E N up ,�. G and 23 lb up at 1-5-4, 23 lb up at 1-5-4, and 16 lb down and 6 lb up at 4-3-4, and 11 lb down and 7 lb up at 4-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. N O: 8,4943 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=55(F=24, 13=31) 9=-7(F=15, B=-22) 10=23(F=11, B=11) 11=-14(F=5, B=-8) • �, U •? ,jS1S 0NAL �'` ' ,.Ifll,llll� AndrewJoh dih VENo.84943 Welk UK Im FL'Ced 66M 169P1knglq Ridge Road;` Chesteifeld, M063617., 1)afer April 24,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p • building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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/7p11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ss Truss Type Qty Ply LOT 16 PH 3 WATERSTONE THr7 T23669033 2742554 Jack -Open Truss 3 1 Job Reference (optional) rce (Fiani Lacy, t-L), Plant Lary, rL - &=f, B.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:43:00 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-YdAOVZdlAsgTuebcFZBCPnhUx7tMmQJPBsfVCozOPXV 1-10-10 5-11-1 9-10-13 1-10-10 5-11-1 3-11-11 Scale = 1:22.7 Io -1 �nY — 3x4 = im 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 0.29 Vert(LL) -0.02 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.05 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MS Weight: 42lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD . Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-11-5, 5=Mechanical Max Horz 2=241(LC 8) Max Uplift 4=-108(LC 8), 2=-267(LC 8), 5=-141(LC 8) Max Grav 4=103(LC 1), 2=448(LC 1), 5=344(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-629/235 BOT CHORD 2-7=-298/572, 6-7=298/572 WEBS 3-7=0/332, 3-6=-660/344 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 Qt=lb) 4=108, 2=267, 5=141. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb down and 84 lb up at 1-5-4, 30 lb down and 84 lb up at 1-5-4, 3 lb down and 70 lb up at 4-3-4, 3 lb down and 70 lb up at 4-3-4, and 52 lb down and 141 lb up at 7-1-3, and 52 lb down and 141 lb up at 7-1-3 on top chord, and 23 lb up at 1-5-4, 23 lb up at 1-5-4, 11 lb down and 7 lb up at 4-3-4, 11 lb down and 7lb up at 4-3-4, and 51 lb down at 7-1-3, and 51 lb down at 7-1-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 No, 84b43 AndrewJoh*n VENd.84W M7ek'11%.Inc R`Ce'dW4 16023:Siftley:R11190 had,66felfiiildiMO63617. Date: April 24,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020.BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component,.not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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, MD20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 16 PH 3 WATERSTONE T23669033 2742554 H7 Jack -Open Truss 3 1 Job Reference o tional Builders FirslSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:43:00 2021 Page 2 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-YdAOVZdlAsgTuebcFZBCPnhUx7tMm QJPBsfVCozOPXv LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=48(F=24, B=24) 12=30(F=15, B=15) 13=-104(F=-52, B=-52) 14=23(F=11, B=11) 15=11(1`=-5, B=-5) 16=51(F=-25, B=25) ® WARNING - VeriN design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI I-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! ndividual truss web and/or chard members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 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 16 PH 3 WATERSTONE T23669034 2742554 H7V Jack -Open Truss . 1 1 Job Reference o lional "I" indnr UIry, r�l, rider uity, rL-0000r, 6.43u S Marzz zu21 for rek Industries, Inc. Wed Apr21 18:43:01 2021 Page 1 ID:6gD IOH2OVegl Nkl sxoNemzyuULB-1 pjOjveNwAoKWnAooHiRx?De4X6TUtNZQ W02kFzOPXu -1-10-10 6-6-4 9-10-13 1-10-10 6-6-4 3-4-9 Scale=1:22.6 3x4 6-6-4 3-4-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.12 6-7 >998 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.14 6-7 >843 180 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(CT) 0.01 5 file n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 38lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-7 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-0-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-3, 5=Mechanical Max Harz 2=241(LC 8) Max Uplift 4=-86(LC 8), 2=-261(LC 8), 5=-174(LC 8) Max Grav 4=95(LC 1), 2=448(LC 1), 5=352(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1048/465 BOT CHORD 2-7=-550/985, 6-7=534/932 WEBS 3-7=-20/472, 3-6=-1005/565 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss 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 tell by 2-0-0 wide ♦♦♦ JOy�j ♦♦ Al ��j will fit between the bottom chord and any other members. QlF!W • s �� 5) Refer to girder(s) for truss to truss connections. 6) Bearing 2 ♦♦ �� GE,N•. .0.�. SF �i atjoint(s) considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify �� Q'• ��. i- capacity of bearing surface.00 No 8.0.43 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 4 except (jt=1b) •; 2=261, 5=174. .�. * ; * • . 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 34 lb down and 82 lb up at 1-5-4, 34 lb down and 82 lb up at 1-5-4, 0 lb down and 73 lb up at 4-3-4, 0 lb down and 73 lb up at 4-3-4, and 52 lb down and 145 :•.� lb up at 7-1-3, and 52 lb down and 145 lb up at 7-1-3 on top chord, and 23 lb up at 1-5-4, 23 lb up at 1-5-4, 11 lb down and 7 lb up at 4-3-4, 11 lb down and 7lb up at 4-3-4, and 51 lb down at 7-1-3, and 51 lb down at 7-1-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) loads 110 !� • !_� Q �,.' '1 ,I�ls ' Fi; •` '��;�♦ section, applied to the face of the truss are noted as front (F) or back (B). ����IS,�NA`,♦♦♦ LOADCASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pli) Andrew Johnson PEN9.84943 Vert: 1-4=-54, 5-8=20 h1Tek*-'1kFLCerf6634„ 16D23:51vngleyHidge 6oad,glesteifield, MO W17 We. ADM 24.2021 ® WARNING - Very design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6119/2020 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/17P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Salety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 16 PH3 WATERSTONE T23669034 2742554 H7V Jack -Open Truss 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:43:01 2021 Page 2 ID:6gDIOH2OVeglNklsxoNemzyuULB-1pjOjveNwAcKWnAooHiRx7De4XGTUlNZQW02kFzOPXu LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=48(F=24, B=24) 12=30(F=15, B=15) 13=-104(F=-52, B=-52) 14=23(F=11, B=11) 15=11(F=-5, B=-5) 16=51(F=-25, 13=25) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTekS connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design,parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITe'C� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI 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 16 PH 3 WATERSTONE T23669035 2742554 K01 Hip Truss 1 1 Job Reference (optional) tsunaers rirsibource (mant uny, VL), Hiant city, FL - 33bbf, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:43:02 2021 Page 1 I D:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-VOHmwFf?hUwBBxl_M_DgUCmoCxW2DKzifA8cHhzOPXt 5-0-0 9-4-0 13-8-0 18-8-0 20-0-0 5-0-0 4-4-0 4-4-0 5-0-0 1-4-0 3x4 = 4x8 = 2x4 11 48 = 6 nn Flo z 17 18 3 19 20 4 1x4 3xb = 2x4 3x4 = Scale = 1:32.7 5-0-0 9-4-0 13-8-0 18-8-0 5-0-0 4-4-0 4-4-0 5-0-0 Plate Offsets (X,Y)-- [1:0-1-4,0-0-2] [2:0-5-4,0-2-0] [4:0-5-4 0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.12 8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.16 8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(CT) 0.05 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 83 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 5=0-8-0 Max Harz 1=-112(LC 6) Max Uplift 1=-565(LC 8), 5=-672(LC 8) Max Grav 1=1081(LC 1). 5=1158(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2057/1097, 2-3=-2275/1295, 3-4=-2275/1295, 4-5=-2045/1077 BOT CHORD 1-10=843/1791, 8-10=-838/1803, 7-8=-817/1791, 5-7=-822/1779 WEBS 2-10=0/378, 2-8=353/628, 3-8=-430/436, 4-8=367/635, 4-7=0/376 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide drainage to JOy NS adequate prevent water ponding. ,� 0� '• . • I� 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for live �� E N' 0�P �i Q V� stC • a load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �� ;2 Will fit between the bottom chord and any other members. •. • No $.4943 • 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=565, 5=672. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 155 lb down and 306 lb up at 5-0-0, 54 lb down and 131 lb up at 7-0-12, 54 lb down and 131 lb up at 9-0-12, 54 lb down and 131 lb up at 9-7-4, and 54 lb down and 131 lb up at 11-7-4, and 155 lb down and 306 lb up at 13-8-0 on top chord, and 154 lb down at 5-0-0, 52 lb down at 7-0-12, 52 Q' lb down at 9-0-12, 52 lb down at 9-7-4, and 52 lb down at 11-7-4, and 154 lb down at 13-7-4 on bottom chord. The �j� '� Q .•.���� design/selection of such connection device(s) is the responsibility of others. In �s A• R; 10) the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). I� •l7� �` �t LOAD CASE(S) Standard O�N. 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Andrew Jokilbo PE No.84943 Uniform Loads (plf) lNiTekllSA Inc: FLCert8634. Vert: 1-2=-54, 2-4=-54, 4-6=-54, 11-14=-20 96D23 Svnngley flidDe floaG;:glesteifield, M063017: Dater April 24,2021 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-W3 rev. 5/19/2020 BEFORE USE: Design valid far 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 temporaryand permanent bracing MIT®K• is always required for stability and to prevent collapse with possible personal injury and property damage.. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 16 PH 3 WATERSTONE T23669035 2742554 K01 Hip Truss 1 1 Job Reference (optional) Builders.FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:43:02 2U21 Page 2 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-VOHmwFf?hUwB8xl_M_DgU CmoCxW2D KzifABcHhzOPXt LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 2=-155(F) 4=-155(F) 10=-77(F) 8=-52(F) 3=108(1`) 7=-77(F) 17=-54(F) 19=54(F) 21=-26(F) 22=-26(F) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible. personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI(rP/f Qualify 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 Job s Truss Type Qty Ply LOT 16 PH 3 WATERSTONE TKrOu2 T23669036 2742554 HipTruss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:43:04 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-ROPXLxhFD5AvNFuNUPG8Zdr6OkDZhGq?6UdjLazOPXr 7-0-0 11-8-0 18-8-0 20-0-0 7-0-0 4-8-0 7-0-0 1-4-0 4x8 = 2 16 46 = 17 3 3x4 = 2x4 11 "", 3x4 = 3x4 = 7-0-0 11-8-0 Scale = 1:33.3 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. TIC 0.52 BC 0.51 WB 0.09 Matrix -AS DEFL. in Vert(LL) 0.12 Vert(CT) -0.17 Horz(CT) 0.02 (loc) I/defl Lid 8-11 >999 240 8-11 >999 180 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 78 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 4=0-8-0 Max Harz 1=-149(LC 10) Max Uplift 1=-306(LC 12), 4=-413(LC 12) Max Grav 1=688(LC 1), 4=765(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1068/708, 2-3=-905/746, 3-4=-1062/713 BOT CHORD 1-8=-448/906, 6-8=446/912, 4-6=-477/899 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; 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 7-0-0, Exterior(21R) 7-0-0 to 11-2-15, Interior(1) 11-2-15 to 11-8-0, Exterior(2R) 11-8-0 to 15-10-15, Interior(1) 15-10-15 to 20-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. ,`,�=ll �� �i /1/ 4) Provide adequate drainage to prevent water ponding. .� �•. ♦�♦ �� .G E.N tSO ��i S.CC '•,�/ �i 5) This truss has been designed fora 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide No: 84943 :. will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections.;• 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=306, 4=413. �C 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum C/ sheetrock be applied directly to the bottom chord. ` FS p R 0•. ♦:�♦ 'ON Andrew Johnsbli PE Ne.84943. MTIikUSA;Jnc: R Cert6634 16623.WilgleyRidge Road, hesterfield,MO63g17. Dzte: April 24,2021 ® WARNING- Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511 MO20 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for 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 ANSI1TF11 Quality Criteria, DSB-09 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 16 PH 3 WATERSTONE T23669037 2742554 M Common Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:43:05 2021 Page 1 ID:6gD IOH2OVegl Nkl sxoNemzyuU LB-vbzvZHht_Plm?PTZ16nN6rO CxeTcQh88L8MGtDzOPXq -1-4-0 5-0-0 10-0-0 11-4-0 ' 1-4-0 ' 5-0-0 5-0-0 1-4-0 Scale = 1:20.5 4x4 = 3x6 11 3x4 = 1 4-0 5-0-0 10-0-0 1-4-0 3-8-0 5-0-0 Plate Offsets (X,Y)-- [5:0-0-4,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 TCDL 7.0 Lumber DOL 1.25 BC 0.84 BCLL 0.0 Rep Stress Incr YES WB 0.21 BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 5=0-3-8, 8=0-4-0 Max Horz 8=117(LC 11) Max Uplift 5=-375(LC 12), 8=-539(LC 12) Max Grav 5=363(LC 1), 8=521(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-181/509, 3-4=281/823, 4-5=-256/771 BOT CHORD 2-8=-474/192, 7-8=475/192, 5-7=-475/192 WEBS 4-7=-396/138, 3-8=315/717 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.20 7-14 >519 240 MT20 244/190 Vert(CT) 0.17 7-14 >584 180 Horz(CT) -0.00 5 n/a n/a Weight: 41 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=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 1-6-4, Interior(1) 1-6-4 to 6-0-0, Exterior(2R) 5-D-0 to 8-0-0, Interior(1) 8-0-0 to 11-4-0 zone; cantilever left exposed ; 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) 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 Qt=lb) 5=375, 8=539. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. IL11.111111J.. No-84943 0 Irl n 140 Arldriw JflMsan PE N6.14943 MRekUSA;,InGFL, 6It_8634 166P3 WgW Ridge R9ad,Diestei6eld, MO68017. Oats; ' April 24,2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 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 16 PH 3 WATERSTONE TMm3s T23669038 2742554 HipTruss 1 1 Job Reference (optional) cuuaers Fmsttiource (Plant city, FL), Plant Gity, FL - 33567. 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:43:06 2021 Page 1 ID:6gD IOH2OVegl Nkl sxoNemzyuU LB-NnXHmdiVliQccZ2lbglce2xSSYth9A81ao6pQSzO PXp -1-4-0 3-0-0 7-0-0 10-0-0 11-4-0 1-4-0 3-0-0 4-0-0 3-0-0 Scale = 1:20.6 4x4 = 17 18 19 4x4 = 2x4 11 2x4 = Plate Utfsets (X,Y)-- 12:Edge 0-0-4] 16:0-4-0 0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.13 8 >793 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.11 8 >933 180 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-4-0, 10=0-4-0 Max Horz 10=-81(LC 6) Max Uplift 6=-374(LC 8), 10=-538(LC 8) Max Grav 6=406(LC 18). 10=564(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-304/305, 3-4=398/347, 4-5=-327/301, 5-6=-390/323 BOT CHORD 2-10=308/318, 9-10=-281/318, 8-9=-285/327, 6-8=283/328 WEBS 3-10=355/343 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,,�� �W J�H , to the use of this truss component. Ql , sO 4) Provide adequate drainage to prevent water ponding. ,��� `JQ..•G _E;�f S !. •� c i 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. F�••,�/100 ♦ Q', V 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 •. 'N O 84043 will fit between the bottom chord and any other members. •: 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) * : 6=374, 10=538. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 12 lb down and 131 lb up at 3-0-0, and 64 lb up at 5-0-0, and 52 lb down and 152 lb up at 7-0-0 on top chord, and 42 lb down and 10 lb up at 3-0-0, and 15 lb down and 6 lb up at 5-0-0, and 42 lb down and 10 lb up at 6-11-4 on bottom chord. The design/selection of such connection , ♦. .f A% device(s) is the responsibility of others. oT o . . C.p R j O•. ♦:'.�. 9 In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �� S1 � :i �O,N,A' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Andr*JolirahPENo.84943 Vert: 1-4=-54, 4-5=-54, 5-7=-54, 11-14=-20 MTek11SA.Inc;RCid6634,,, Concentrated Loads (lb) to3Swiopl6Rite Road;Chestdold,MO63617. Vert: 4=-12(F) 5=-12(F) 9=21(F) 8=-21(F) 18=1(F) 20=-8(F) Dite: April 24,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall 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 ANSI1TPI1 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 16 PH 3 WATERSTONE T23669039 2742554 PB Piggyback Truss 5 1 Job Reference (optional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 2-4-0 2x4 = 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:43:07 2021 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-rz5fyj8WOYTEidy9XprBGTkfyLtuezRoSrNyvzOPXo 3x4 = Scale = 1:9.1 4-8-0 4-8-0 Plate Offsets (X,Y)-- [3:0-2-0,Edge) 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 REACTIONS. (size) 2=2-8-14, 4=2-8-14 Max Horz 2=-37(LC 10) Max Uplift 2=-91(LC 12), 4=-91(LC 12) Max Grav 2=135(LC 1), 4=135(LC 1) 2x4 = CSI. DEFL. in (loc) Ndefl Ud TC 0.07 Vert(LL) 0.00 4 n/r 120 BC 0.09 Vert(CT) 0.00 4 n/r 120 WB 0.00 Horz(CT) 0.00 4 n/a n/a Matrix-P FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 2, 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. v 0 IC5 'JOHNi,. No 8:4043 v `V Andrevl Johrlsoh PE No.84943 ON USA; Im F Cert W lk0 3_fiiIt9!q Ridge Road;Chesterfield, M063617 Date: April 24,2021 ®WARNING - Vedfy 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 ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Qty Ply LOT 16 PH 3 WATERSTONE TP T23669040 2742554 Piggyback Truss 2 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:43:08 2021 Page 1 ID:6gDIOH2OVeg1 Nkl sxoNemzyuU LB-JAe2BIkm HKgKssC8jFK4kTOvQMh6d5Db 16bwULzOPXn 2-0-0 2-8-01 4-8-0 2-0-0 0-8-o 2-0-0 4x4 11 2x4 = 2x4 = Scale = 1:9.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0,00 4 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.00 4 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=2-8-14, 4=2-8-14 Max Horz 2=-34(LC 10) Max Uplift 2=-91(LC 12), 4=-91(LC 12) Max Grav 2=135(LC 1), 4=135(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. "1111111111I ����♦PEW , �OEy No: 84643 RI "l�,11111111s Andrety JohrxuilPE 1,16.84943 MTekUSA, Inc: FL Cert 6634 IW3.Sxfn9l4 Ridge Road,glesttidield, MO 6301T Date: April 24,2021 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 orgy upon parameters shown, and Is form individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke 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 16 PH 3 WATERSTONE T23669041 2742554 R2 Jack -Open Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:43:09 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQoMCQOekO2doBTOnKGyrJGhZ1zl1 DMYTkGmKUOnzOPXm 1-10-10 3-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.01 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 BCDL 10.0 Code FBC2020/TP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 2=113(LC 8) Max Uplift 3=-25(LC 5). 2=-201(LC 8). 4=-11(LC 13) Max Grav 3=38(LC 1), 2=209(LC 1), 4=29(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- Scale = 1:10.7 Ig .1 (loc) I/deft L/d PLATES GRIP 4-7 >999 240 MT20 244/190 4-7 >999 180 2 n/a n/a Weight: 13 lb FT = 20% Structural wood sheathing directly applied or 3-1-8 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 Ot=lb) 2=201. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb down and 84 lb up at 1-5-4, and 30 lb down and 84 lb up at 1-5-4 on top chord, and 23 lb up at 1-5-4, and 23 lb up at 1-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=48(F=24, B=24) 9=23(F=11. B=11) J���o�EW C.ENS .O .� N:o 84643 1►111/1? Mdrkv Johfls0 PE No.84W M7ek'U$X Inc, R 6K6634 i6bT3.blvinple)iAidge Road,glest¢[fi¢Id, MU 63017. Date: April 24,2021 A WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-09 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 r s" Symbols PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 BOTTOM CHORDS 8 7 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 [CC -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® MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 it ® 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 ANSIrrPI 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 pudins 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 ANSUrPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.