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HomeMy WebLinkAboutTrussFos ENGINEERING ASSOCIATES May 7, 2021 Building Department FILE COPY 258 Southhall Lane, Suite 200 Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com Website: www.fdseng.com Ref: Adams Homes Lot: Lot 14 Blk. 3 Subdivision: Fort Pierce - Waterstone Address: 8344 Amalfi Cir. Model: 2265 3CF A RHG KA # 21-4887 Truss Company: Builders First Source Date of drawings: 4/28/21 Job No.: 2743053 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. ,,JAJJ18I I IpF° PA114 Note: Truss ID's may vary. ,,b0 �' ° ' •� I...... 0 C;1;.. TO°�p� If you have any questions, please do not hesitate to call. 0 a 6Q A Sincerely ,- cn O h' D •.. J ®�9� 5/7/2021 5/7/2021 ° a 91 I a s gjJ2021 Carl A. Brown, P.E. Scott Lewkowski, P.E. Luis Pablo T rres, P.E. FL. # 56126 FL. #78750 FL. # 87864 FDS Engineering Associates, A TSG Company "Your Building Code Experts" a I oil� mil icylid n �liA , IN OZ I. I1Nll1_1I1 WA �lls �Fl �iIRMO ■ice0 oil mil Q1 CONNECTORS SCHEDULE ROOF TRUSS QT ID MODEL ROOF UPLIFT SYM 0 A*11 LUS24 / JUS24 895 / 835 490 /610 1L"' 6 A HTU26 / THD26 3600 / 3470 1555 / 2330 ALA 0 B HTU28 / THD28 4680 / 5040 2140 / 2330 11,6 0 C HTU26-2 / THD26-2 3600 / 3365 2175 / 2340 1 Lc 0 D HTU28-2 / THD28-2 4680 / 5005 113485 / 2595 1 LP 0 E HGUS26-2 / THDH26-2 5320 / 5245 2155 / 2340 1 LE 0 F HGUS28-2 / THDH28-2 7460 / 8025 3235 / 3330 1 LF 0 G HGUS26-3 / THDH26-3 5230 / 5245 2155 / 2340 1 LG 0 H HGUS28-3 / THDH28-3 7460 / 7836 3235 / 4370 1 tH 0 J THASR-L29 / 9100 / 8990 1 4095 / 4370 J. LJ 28 3,X 8 NOP 11 El Reviewed and Approved ❑ Reviewed with Notations ❑ Revise and Resubmit ❑ Not Reviewed (see explanation) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner FDS ENGINEERING ASSOCIATES Date: 05/07/2021 By: ES Submittal No_: ProjectNo_: 21-4887 Project Eng.: Luis Project Name: Adams Homes - Fort Pierce - Waterston - Lot 14 1313 CONDITIONS PRORTO APPROVAL FIELD BY BURDER MAW WIND FORCE RESISTING SYSM=4 HYBRID W WD ASC046 ENCLOSED IMPORTANT EXPOSURE CATEGORY C OCCUPANCYCATEGORYR This Drawing Must Be Approved And wND LOAO WMPH TANCEFACTOR 1.00 wND IMPORTANCE Returned Before Fabrication Will TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LOVE LOAD Begin. For Your Protection Check All NONCONCURRENT WDH ANY OTHER LNE LOADS Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL: 20 PSF TCLL: 40 PSF BEEN ACCEPTED. TCDL: 07 PSF TCDL: 10 PSF BCDL: 10 PSF BCDL: 5 PSF By Date TOTAL: 37 PSF TOTAL: 55 PSF DURATION: 1.25 DURATION: 1.00 CAUTIONM DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (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 Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 0112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE Hatch Legend 11'4" BRG HGHT =8'-0" BRIG HGHT -0" BRG HGHT Adams Homes PROJECT: Single Family 160 MODEL: 2265 A 3CAR 160 ADDRESS: 1 8344 AMALFI CIR LOT / BLOCK: 14 PH 3 SUBDIVISION: WATERSTONE CITY: FT PIERCE DRAWN BY: K SANCHEZ JOB # : 2743053 DATE: I04116/2021 SCALE: 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 FILE COPY RE: 2743053 MiTek USA, Inc. LOT 14 PH 3 WATERSTONE 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: Adams Homes Port St Lucie Pro ect Name: 2743053 Lot/Block: 14/PH3 oodel: 2265 3 Car Address: 8344 AMALFI CIR, . Subdivision: WATERSTONE City: Fort Pierce State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: N/A Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 54 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T23668988 A 4/28/2021 21 T23669008 D9 4/28/2021 2 T23668989 A2 4/28/2021 22 T23669009 D11 4/28/2021 3 T23668990 A4 4/28/2021 23 T23669010 D13 4/28/2021 4 T23668991 B7 4/28/2021 24 T23669011 D15 4/28/2021 5 T23668992 B9 4/28/2021 25 T23669012 D17 4/28/2021 6 T23668993 B11 4/28/2021 26 T23669013 019 4/28/2021 7 T23668994 B13 4/28/2021 27 T23669014 D21 4/28/2021 8 T23668995 B15 4/28/2021 28 T23669015 E3 4/28/2021 9 T23668996 B17 4/28/2021 29 T23669016 E5 4/28/2021 10 T23668997 B19 4/28/2021 30 T23669017 E7 4/28/2021 11 T23668998 B21 4/28/2021 31 T23669018 E7G 4/28/2021 12 T23668999 C1 4/28/2021 32 T23669019 E7S 4/28/2021 13 T23669000 C1S 4/28/2021 33 T23669020 E7V 4/28/2021 14 T23669001 C1V 4/28/2021 34 T23669021 E22 4/28/2021 15 T23669002 C3 4/28/2021 35 T23669022 FG 4/28/2021 16 T23669003 C3S 4/28/2021 36 T23669023 G7 4/28/2021 17 T23669004 C3V 4/28/2021 37 T23669024 G9 4/28/2021 18 T23669005 C5 4/28/2021 38 T23669025 G11 4/28/2021 19 T23669006 C5V 4/28/2021 39 T23669026 G13 4/28/2021 20 T23669007 D7 4/28/2021 40 T23669027 G15 4/28/2021 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Johnson, Andrew My license renewal date for the state of Florida is February 28, 2023. Florida COA: 6634 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdictions) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/rPI 1, Chapter 2. 1 of 2 16023 Sgnft, RidgeFload;chesteifleld M063017, April 28, 2021 Mln• Johnson, Andrew MiTek' RE: 2743053 - LOT 14 PH 3 WATERSTONE Site Information: Project Customer: Adams Homes Port St Lucie Project Name: 2743053 MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Lot/Block: 14/PH3 Subdivision: WATERSTONE Address: 8344 AMALFI CIR, . City, County: Fort Pierce State: FL No. Seal# Truss Name Date 41 T23669028 G17 4/28/2021 42 T23669029 G19 4/28/2021 43 T23669030 GGE 4/28/2021 44 T23669031 H3 4/28/2021 45 T23669032 H5 4/28/2021 46 T23669033 H7 4/28/2021 47 T23669034 H7V 4/28/2021 48 T23669035 K01 4/28/2021 49 T23669036 K02 4/28/2021 50 T23669037 M 4/28/2021 51 T23669038 M3 4/28/2021 52 T23669039 PB 4/28/2021 53 T23669040 PB1 4/28/2021 54 T23669041 R2 4/28/2021 2 of 2 Job Truss Truss Type Qty Ply LOT 14 PH 3 WATERSTONE T23668988 2743053 A PIGGYBACK BASE TRUSS 5 1 Job Reference (optional) Huuders Flfstbource (Plant (;lty, FL), Plant Glly, FL - 33bbt, ti.4aU s Mar 22 2U21 MI I eK Inaustrles, Inc. vvea Apr 21 1 t1:41:b9 2U21 rage 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-ru_yiiuUX7_74GQtAFbuRwfzpYzdzgfRAtNmZrzOPYs ,1-4-Q 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-Q 1-4-0 5-2-12 3-8� 4-0-12 8-0-4 4-8-0 5-5-13 5-0-13 6-4-13 Scale = 1:82.3 5x6 = 5x6 = 628 729 27 30 5x6 5x6 i 8 5 6.00 12 2x4 2x4 11 9 4 3x4 i ST1.5x8 STP = 3 31 ST1.5x8 STP = AA 10 R fo 26 175x8 11 11 M 1 2 16 3315 34 14 35 13 36 12 N 0 32 3x4 = 4x6 = 3x8 _ 3x6 = 3x4 = 3x6 = 8-11-d9 18 3x6 = 2x4 II 6x = 5-2-12 8-9-8 8-11-0 15-3-13 25-8-0 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)-- f5:0-3-0,0-3-01,[6:0-3-8,0-2-41,[7:0-3-0,0-2-01,18:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Ildefl 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 n/a 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 Horz 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 live loads have been for design. ) roof considered this ��� ,J0tr�t�,�I�� 2) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; 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) `�� ,� •'�.G E_ V S. 0A'. V F ••, v 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 ��,•• .0ce. exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 N O 84.943 3 BuildingDesigner / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 9 J 9 P fy 9 PP 9 q P. ► * : •: * `� to the use of this truss component. 4) Provide adequate drainage to prevent water pond ing. 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 w 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=lbj . Y �i • � Q` ��,�� 0 design i requiresstructural wood sheathing be applied directly to the top chord and 1/2" gypsum 8) istr shed directly to the bottom chord. be appli 9) Graphical purlin representation does not depictthe size or the orientation of the purlin along the top and/or bottom chord. Afldgw Johran n No.84943 MiTekl .1m R Ced:86M i661silingley Ridge Road, Chesterfield, MO 63917. Date: 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 verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 14 PH 3 WATERSTONE T23668989 2743053 A2 PIGGYBACK BASE TRUSS 1 1 Job Reference Io tional ce (Plant City, FL), Plant City, FL - 33557. 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:01 2021 I D:6gD IOH2OVegl Nkl sxoNemzyuU LB-nH5j70wk3kErJZaGlgdM WLkloLdmRa7kdBste 7-2 4 Ij11-12 21-0-0 25 8-0 31-1-13 36-2-11 42-7-8 -O-I 7-2-4 5-9 8 8-0-4 4-8-0 5-5-13 5-0-13 6-4-13 1-4-f 5x6 = 6.00 F12 5x6 = 528 629 3x6 = 3x6 11 3x8 11 Scale = 1:79.8 1 6-10-0 7-,2r4 15-5-9 25-8-0 33-7-0 42-3-8 42 7-8 6-10-0 0- - 4 8-35 10-2-7 7-11-0 8-8-8 0-4-0 Plate Offsets (X,Y)-- [2:0-6-0 0-0-6[ [4:0-3-8 0-3-0] [5:0-3-8 0-2-41 [6:0-3-0 0-2-0] [8.0-3-0 0-3-0] [9'0-6-4 Edoe] f9'0-0-8 Edge] 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 0.74 Vert(LL) 0.34 17-20 >241 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) 0.29 17-20 >289 180 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 230 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 (4-5-13 max.): 5-6. 2-17: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-16, 5-13 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-4-0, 17=0-3-8 Max Horz 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, 5-1 5=-1 27/490, 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. ,,��111111111II11 QIEW /�/,�1I �� sp,��i 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 �� �O •'�G E N S Q • V F •�•2 (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(1) 25-2-15 to 25-8-0, Exterior(21RJ.-� ) 25-8-0 to 29-10-15, Interior(1) 29-10-15 to 44-0-0 zone; porch left k� � NO' '84 •: 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 Z *' to the use of this truss component. —r 4) Provide adequate drainage to prevent water ponding. "0 : Qr z 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 BCDL = 10.Opsf. �j ' Q' any other members, with •; �� � 0 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) i. R I 2=33 ��� �uss Is�O N A' 8) This trdesign quires 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. And!pkJohwn PEN9.64943 MiTekDK, Inc: FL Cent6634 g 16O23.Wnsy.R1dge Roadipleeteiffeld, MO63617. Date: April 24,2021 ®WARNING - Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/i9/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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/rPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafelyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 14 PH 3 WATERSTONE T23668990 2743053 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:6gDIOH2OVeglNklsxoNemzyuULB-jfDTY4x_bLUZZtkeP5fgbmggQ9H1vUfO4VL_iczOPYo T1-4-Q 6-3-0 12-10-0 21-0-0 25-B-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-B-0 3-2-0 7-3-8 1-8-8 Scale = 1:79.6 5x6 = 6.00 12 5x6 = 5 3n A :il 21 `" 3x8 = 2x4 II 13 12 11 3x6 = 3x6 I 2x4 I 2x4 — 6x8 = 2x4 I I 6-0-0 6-a-0 12-10-0 218-0-D 28-4-0 28 1p-0 W-1-8 42-31 6-010- -0 6-7-0 -2-0 7-4-0 0-6-0 7-3-8 6-&0 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, [8:0-3-0,0-3-01, [9:0-2-15,0-2-Oj, [74:0-2-8,0-2-12j, [18:0-3-8,0-3-01 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.19 21-27 >371 240 MT20 2441190 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 rile BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 275 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals, and BOT CHORD 2x4 SP No.2 'Except* 2-0-0 cc purlins (4-5-15 max.): 5-6. 7-15: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 2-2-0 cc bracing: 14-15 6-0-0 cc bracing: 7-15 WEBS 1 Row at midpt 4-16, 6-16 JOINTS 1 Brace at Jt(s): 14 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) 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 =-1 560/923 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- ��,,� VV JOyplip. . 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; eave=5ft; Cat. ,� Q�.•• •y I� `�Q • ,` E,Ns • `SO �� (3-second gust) `�� G � • V F•• 2 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; end vertical N o 84.00 • right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip . * •' 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific "U 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 has been designed for live load bottom in 3-6-0 by truss a of 20.Opsf on the chord all areas where a rectangle tall 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) I�, tShO 2=355,21=766,11=739. ,I' 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. *fewJoh*llPENo.84943 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. M( kU$A Int FL'Cart6W 16023.§r IIgley 1`11d a Road, (3lest ifield, M0 0617 Date: April 24,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �►iTek• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the A fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP11 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 14 PH 3 WATERSTONE T23668991 2743053 B7 HIP TRUSS 1 Job Reference (optional) "-- "•' 1_111 •y, , 1), 1 , ­y, -� - •'•+•+ , o.93U s iviar zz zuz I IVII I eK Inaustres, Inc. VVea Apr 21 16:42:16 2U21 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-rgVNGW58XL7jdtEBgKOudVss00j?SNFx40?AgMzOPYb 1-4-0 3-9-4 7-0-0 13-5-6 I9A0-12 26-0-2 32-9-8 36-2-12 39-1-11 3 -8 0 42-11-7 46-9-0 1 % 1-4-0 3-2-12 6-5-6 6-SE 6-5-6 6-5-6 3-5-4 2-10-15 0-6-5 3-3-7 3-e-9 1-4-0 2x4 J 3 ST1.Sx8 STP = 0 20 45 4x6 = 3x8 = 5x6 = 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 46 19 'Ill? 48 49 3x8 MT20HS = 2x4 II 5017 51 52 53 5416 55 56 57 15 5x8 = 46 = 3x6 II 4x6 = Scale = 1:86.7 2x4 = 10 cm ST1.5x8 STP = o o � 0 11 12 I� N 0 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 NO Code FBC2020/TP12014 CSI. TC 0.72 BC 0.98 WB 0.84 Matrix -MS DEFL. in (loc) I/dell L/d Vert(LL) 0.29 17-19 >999 240 Vert(CT) -0.44 17-19 >914 180 Horz(CT) 0.10 15 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 470 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 *Except* BOT CHORD Rigid ceiling directly applied or 3-5-6 oc bracing. 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(LC 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 NOTES- 1) 2-ply truss to be connected together with 10d "x3") follows: ,,�Illlllif///I ,�t� EW JOy "II., (0.131 nails as ,� Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom follows: 2x4 1 `OQI ��� ` •- Ci;E, S' Q' V F chords connected as - row at 0-8-0 oc. ♦ Webs connected as follows: 2x4 - 1 row at 0-9-0 DO. �♦ • �- N_0 8.4943 •: 2 All loads are considered equally applied to all lies, except if noted as front F or back B face in the LOAD CASES section. PI to q Y PP P P O O O Y �. 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 !�i _: T '' `• 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 drainage �j • Q '• i� �i��s'.�o_ia p• adequate toprevent water ponding.7) �?`��, All unlessates d. are en 8) This trusss has es designed es gnedfor a 10.0 psf bottom chord hord live load nonconcurrent with any other live loads. ONA11 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. Andrew JOhilmn'RENo.84943 10) Bearing atjoint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify MitiUS4.1nc R.Cert6634 capacity of bearing surface. 16123 SivA9W Ridge RoadAllsteAld, M063617 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Dater 2=1001, 15=1453, 11=403. April 24,2021 WARNING -Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII 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 14 PH 3 WATERSTONE T23668991 2743053 B7 HIP TRUSS 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 18:42:16 2021 Page 2 ID:6gDIOH2OVegl Nk1 sxoNemzyuULB-r9VNGW58XL7jdtE8gKOudVssOOj?SNFx40?AgMzOPYb NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 125 Ib down and 100 Ib up at 7-0-0, 87 Ib down and 108 Ib up at 9-0-12, 87 Ib down and 108 Ib up at 11-0-12, 87 Ib down and 108 Ib up at 13-0-12, 87 Ib down and 108 Ib up at 15-0-12, 87 Ib down and 108 Ib up at 17-0-12, 87 Ib down and 108 Ib up at 19-0-12, 87 Ib down and 108 Ib up at 21-0-12, 87 Ib down and 108 Ib up at 23-0-12, 87 Ib down and 108 Ib up at 23-7-4, 87 Ib down and 108 Ib up at 25-7-4, 87 Ib down and 108 Ib up at 27-7-4, 87 Ib down and 108 Ib up at 29-7-4, 87 Ib down and 108 Ib up at 31-7-4, 115 Ib down and 118 Ib up at 35-7-4, and 115 Ib down and 118 Ib up at 37-7-4, and 179 Ib down and 198 Ib up at 39-8-0 on top chord, and 364 Ib down and 85 Ib up at 7-0-0, 65 Ib down at 9-0-12, 65 Ib down at 11-0-12, 65 Ib down at 13-0-12, 65 Ib down at 15-0-12, 65 Ib down at 17-0-12, 65 Ib down at 19-0-12, 65 Ib down at 21-0-12, 65 Ib down at 23-0-12, 65 Ib down at 23-7-4. 65 Ib down at 25-7-4, 65 Ib down at 27-7-4, 65 Ib down at 29-7-4, 65 Ib down at 31-7-4, 121 Ib down and 113 Ib up at 33-7-8, 63 Ib down at 35-7-4, and 83 Ib down at 37-7-4, and 424 Ib down and 72 Ib 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 Mll-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 14 PH 3 WATERSTONE T23668992 2743053 B9 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 18:42:18 2021 Page 1 ID:6gDIOH2OVeg1Nk1sxoNemzyuULB-nYd8hC703yNQsANXnIRMiwxFECRdwGtEXKUHkEzOPYZ 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- �` 0 6.00 F12 5x6 = 5x8 = 27 28 5 29 5x6 = 30 3x4 = 731 19 18 17 16 15 14 4x6 = 3x8 = 3x8 = 3x8 = 2x4 II 3x6 = sx8 = Scale = 1:86.7 5x6 = 8 c? o o `T c� 0 1011 Iv 6 3.50112 4x6 9-0-0 17-3-1 25-6-2 33-9-4 39-1-11 46-8-0 9-0-0 8-3-1 8-3-1 8-3-2 5-4-7 7-6-5 Plate Offsets (X,Y)--[4:0-3-0,0-2-01,[5:0-4-0,0-3-0],[6:0-3-0,0-3-4],[8:0-3-0,0-2-0],[10:0-1-0,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 0.57 Vert(LL) 0.22 17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.33 15-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.11 14 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS 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 Harz 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, 4-19=-182/600, 5-19=650/315, 5-17=0/313, 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- 1) Unbalanced roof live loads have been considered for this design. *��, W J� 44 y,A+�j� 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; Ex C; Encl., GC i=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 P P - (directional) ( () ( ) ��� vS^., E.�1j •• •,�Q' o S, miAl-- 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 to 48-0-0 zone;C-C for members and � F •._v forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 N o 84943 •• 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 9s- * * * `� to the use of this truss component. • *' 4) Provide adequate drainage to prevent water ponding. +LL^ 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joints) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify .• , ♦ T Q' •� ��j` •':'0 R O'•`C?` capacity of bearing surface. S1 1 r�, 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=664, 10=335, 14=748. �I11N..AL 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. Andrew Johrr6nPEN9.84943 mt, ek*.'inG K;W 6634 16623 Skgl y Ridge Road, dh 6fAeld, M063017 Dates April 24,2021 ®WARNING - Verifydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building, component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-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 ___J Truss Type LOT 14 PH 3 WATERSTONE 71,Ply 2743053 Bit 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 18:42:04 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-BsnrlQycMfcPAlJrzoB38zMtAZfKev4AJ94XE2zOPYn 42-8-5 1-4- 5-9-4 11-0-0 1018-3-3 25-6-5 33-9-4 35-8-0 39-1-11 0-10- 46-8-0 1-4-0 5-9-4 5-2-12 7-3-3 7-3-3 8-2-15 -10-12 3-5-11 1-8-13 1-9-12 3-11-11 Scale = 1:86.4 5x8 = 6.00 12 2x4 I I 5x8 = 28 29 30 5 6 3x4 11 5x6 = 31 32 7 8 STP = 10 2x4 11 3x8 MT20HS = 3x8 = 2x4 11 6x8 = 4x6 4x6 = 3x6 = 3.50 12 3x8 = 5-9-0 11-0-0 18-3-3 25-65 33-9-4 35-8-0 39-1-11 46-8-0 5-9-0 5-2-12 7-3-3 7-3-3 8-2-15 -10-1 3-5-11 Plate Offsets (X,Y)-- [4:0-6-0,0-2-81, [6:0-2-12,0-3-41, [8:0-3-0,0-2-71, 110:0-1-0,Edge1 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 0.48 Vert(LL) -0.19 16-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.33 16-18 >999 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.10 13 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 245 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. 7-13: 2x4 SP No.3 WEBS 1 Row at midpt 6-13 WEBS 2x4 SP No.3 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=-1006/2544, 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=-4981237,9-1 1=-428/428,8-1 1=-350/1016 NOTES- ,,�IIllllff/I� 1) Unbalanced roof live loads have been considered for this design. ,,�� �W JON, Ij�, 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; 8=45ft; L=24ft; eave=6ft; Cat. �� •; Al �i 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(2R) ♦�� .\G E.N S+ O�/� >� 11-0-0 to 15-2-15, Interior(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 ♦ Qom; ' V F�••,"Y40, and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3 BuildingDesigner / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific : • NaN 8'.4;943 _ y, 9 1 9 P Y 9 PP 9 Q P � to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 1k 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 • A Q/ will fit between the bottom chord and any other members, with BCDL = 10.Opsf. �� ' 'C Q` " ♦� 8) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �� '< R �! ♦, capacity of bearing 9) Provide surface. mechanicalconnection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) IS�ON A' ,;,,`�, 10=225,2=662,13=761. 11 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the tap chord and 1/2" gypsum AndWJohrlson PENd.84943 sheetrock be applied directly to the bottom chord. MTekUSA. Int'FLteft§634_ i662H: Ing*lllifgekoad Chesfeifreld,M06301T. Dee: 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/TF11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type City Ply LOT 14 PH 3 WATERSTONE T23668994 2743053 B13 Hip 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 18:42:06 2021 Page 1 ID:6gD IOH2OVegl Nkl sxoNemzyuU LB-8EvcA6_ttGs7QKTD4DDYDOSCiMND6tXTnTaeJxzOPYI 1-4-Q 6-9� 13-0-0 19-11-4 26-8-12 33-8-0 39-1-11 46-8-0 I-4 6-94 6-2-12 6-11 4 6-9-8 6-11-4 5-5-11 7-6-5 O 4x6 = 6.00 12 5x8 = 4 27 28 29 5x6 = 3x8 = 3031 32 10x16 MT20HS 18 it 16 J0 l0 14 °D 13 12 2x4 11 3x8 MT20HS = 3x6 = 3x8 = 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/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-12: 2x4 SP No.3 WEBS 2x4 SP No.3 3x6 = 3x8 MT20HS I I 3.50112 4x6 Scale = 1:88.1 c? STP = 0 9 m o f4 N O CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TC 0.54 Vert(LL) -0.15 14-16 >999 240 MT20 2441190 BC 0.69 Vert(CT) -0.26 14-16 >999 180 MT20HS 187/143 WB 0.73 Horz(CT) 0.07 12 n/a n/a Matrix -AS Weight: 258 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-14, 6-11 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, 3-4=-1913/948, 4-5=-1577/913, 5-6=1577/913, 6-7=73/646, 7-8=-184/752, 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=-162/263, 9-10=-172/345 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. 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, Extedor(2R) 13-0-0 to 17-2-15, Interior(1) 17-2=15 to 33-8-0, Extedor(2R) 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 for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=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. A�� �.G.E.N 5 ..02 • t No 84943 Andlow Johnson RE No.84943 MiTkH AyintFLCod6634. 16023 knilO Ridge R6d,glestei6eld, MAT Dater 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/7 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 14 PH 3 WATERSTONE T23668995 2743053 B15 HIP TRUSS 1 1 Job Reference (optional) tsunaers Flrsujource (viant uity, rL), viant uity, rL - 33b5t, 15.431.1 s Mar LG 2Uz1 MI I eK Inaustfles, Inc. Wea Apr 21 1t5:42:Ut 2Uz1 Page 1 ID:6gD10H2OVeg1NklsxoNemzyuULB-cRT OR_Vea_1U1Qexknlc JWmetrKnc?7JCrNzOPYk r1-4-Q 5-2-12 8-8-8 15-0-0 23-4-0 31-8-0 35-2-9 41-50 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 5x8 = 6.00 F1T 5x8 = 5x8 = 5 28 6 29 30 31 7 2x4 5x6 8 32 27 4x4 4 y 4x4 2x4 � 3 10 7 ST1.5x8 STP = I7 26 8-10-4 16 00 2 3x4 = 15 34 14 13 12 3511 N d 3x4 = 3x8 = 0 3x6 = 3x4 = 3x6 = 4x12 11 33 17 I 8-11-0 18 3x8 = 8x14 MT20HS = 5-2-12 8-8-8 8-11-0 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 8-4-0 9-9-0 Plate Offsets (X,Y)-- [2:0-8-0,0.0-14], [4:0-3-0,0-3-0], [5:0-5-8,0-2-41 16:0-4-0 0-3-0] [7:0-6-0 0-2-8] 110:0-7-12 Edge], [18:0-3-8 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Lid 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 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.05 10 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. 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 Horz 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, 34=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, 11-13=-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 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 15-0-0, Exterior(2R) 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 31-8-0, Exterior(21R) 31-8-0 to 35-10-15, Interior(1) 35-10-15 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 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 20.0psf 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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=549,2=418,18=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. ew a • ' I� No 8:4943 �pIMAi Andrlsv,lohnsorrPE NIi.84943 MiTekUSA; Inr FL blift l5kS 16D43 Swingy AidpeHoadrChestefield, M063017. 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 T ek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mi i fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/1TP11 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 14 PH 3 WATERSTONE T23668996 2743053 B17 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 18:42:09 2021 Page 1 ID:6gD IOH2OVegl Nkl sxoNemzyuU LB-Ypako70lABEiHoBomMmFq l4hAaONJFSvTQolwGzOPYi r1-4-Q 5-2-12 8-11-0 17-0-0 23-4-0 29-8-0 36-1-2 41-5-0 1-4-0 5-2-12 3-85 8-1-0 2 5 3-14 5x8 = 2x4 11 5x8 = 6.00 r12 5 25 6 26 27 28 7 Scale = 1:79.0 M o_ ob 3x6 = 2x4 11 6x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DO 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.59 BC 0.72 WB 0.85 Matrix -AS DEFL. in (loc) I/deft Lid Vert(LL) -0.18 15-16 >999 240 Vert(CT) -0.38 15-16 >999 180 Horz(CT) 0.04 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 236 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 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 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=5451261, 18-19=-545/261, 14-15=442/1385, 12-14=-576/1590, 11-12=-807/1915, 10-11=-140/262 WEBS 4-15=44511374, 5-14=-273/604, 6-14=-373/309, 7-14=-76/272, 7-12=-41/444, 6-12=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. NS ��j 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. to Interior(1) 1-8-0 to 17-0-0, Exterior(2R) Q ;: :•� E.N S+ O .� II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 1-8-0, ,�� • ,'`Cj Q., • L ••% ✓ 17-0-0 to 21-2-15, Interior(1) 21-2-15 to 29-8-0, Exterior(2R) 29-8-0 to 33-10-15, Interior(1) 33-10-15 to 41-3-4 zone; porch left ♦ i. exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=11.60 � ;..� No 84943 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ` .* to the use of this truss component. i 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. •• �;Cr 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.% • Q Q` z��i` 8) Provide connection others) of truss to bearing capable of withstanding 100 lb uplift at joint(s) except (jt=lb) _ Is R mechanical (by plate ,s ►',,,` 9) Th s7truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum j��; = sheetrock be applied directly to the bottom chord. An. d*Johrr.ertPENo.9'W M TekV%Inc Fl Cert66M 16621kngW Ridge 96ad,pil%tei6eld, MO 63617 Date: April 24,2021 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOWis 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 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 14 PH 3 WATERSTONE T23668997 2743053 B19 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 18:42:10 2021 Page 1 I D:6gD IOH2OVegl Nk1 sxoNemzyuU LB-0?860T1 NxVMZuym?J31UNEcpEzj52ig2h4YsSizOPYh 1-0- 5-2-12 8.1.4 8.11-0 12-1-12 19-0.0 27.8.0 34-4-12 41-5-0 1-4-0 5-2-12 3-7.8 0. •12 Ti-0-12 6-0-4 8-8-0 6-8-12 7-0-4 6.00 12 3x6 = 2x4 II 6x8 = 5x6 = 5x6 24 25 7 e-11-0 5-2-12 8-9-8 8-IdD-4 19-0-0 27-8-0 34-4-12 i 41-6-0 5-2-12 3-6-13 0- 12 10-1-0 B-8-0 6-8-12 7-Oct LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 TCDL 7.0 Lumber DOL 1.25 BC 0.82 BCLL 0.0 Rep Stress Incr YES WB 0.64 BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 13-15: 2x4 SP No.1 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) DEFL. in (loc) Udefl L/d Vert(LL) -0.31 14-15 >999 240 Vert(CT) -0.62 14-15 >628 180 Horz(CT) 0.04 10 n/a n/a Scale = 1:79.0 PLATES GRIP MT20 244/190 Weight: 232 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-15, 6-12 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, 10-1 1=-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, Extedor(2R) 19-0-0 to 23-2-15, Interior(1) 23-2-15 to 27-8-0, Extedor(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) 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 (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 chard and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,`�Illflllf//j� Ii No 84943 70 N A 11111 Andrew Jell &h PE N8.84943 MTeitUSA; IIIG RCed 6634 16M Sw 914 Ridge Mad, 6asterfield, 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 MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 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 14 PH 3 WATERSTONE T23668998 2743053 B21 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 18:42:12 2021 Page 1 ID:6gD IOH2OVeg 1 Nkl sxoNemzyuU LB-yOGtR92eT6dH8FwNRUKySfiBXnNgWYVL901 zWbzOPYf 1 4- 5-2-12 8-10-4 8-11-0 12-11-12 21-0-0 25-8-0 31-1-13 36-2-11 42-7-8 1-4-0 5-2-12 -12 4-0-12 8-0-4 4-8-0 5-5-13 5-0-13 6-4-13 5x6 = 6.00 12 5x6 = 628 729 3x6 = 2x4 II 6x8 = ;TP = Scale = 1:80.0 5-2-12 8-10-4 8-11-0 17-6-9 25-8-0 33-7-0 42-7-8 5-2-12 3-7-8 0- -12 8-7-9 8-1-7 7,11-0 9-0-8 Plate Offsets (X,Y)-- [5:0-2-12,0-3-41,[6:0-3-8,0-2-41,[7:0-3-0,0-2-01,19:0-3-0,0-3-01,[18:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.23 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.47 15-16 >865 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.06 10 rile n/a. BCDL 10.0 Code FBC2020ITP12014 Matrix -AS 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(1_C 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=-1713/953,8-9=-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=-1007/2405 WEBS 5-16=18941821, 5-15=0/405, 6-13=-85/408, 7-13=-195/521, 8-13=-764/451, 8-11=1681667, 9-11=-358/328, 16-18=-1660/673, 3-18=-405/808, 3-19=4721204 NOTES- 1) Unbalanced roof live loads have been considered for this design. ,,��i 11811�1��, 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. t� EW JDy III, 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, Interjor(1) 29-10-15 to 42-7-8 zone; porch left �� �� •' CJ Ir,�. S • (' �i� 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 No 8.4948 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. * r a 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 ,, L 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=412, 10=565, 18=871. �i�� • Q Q' ��� 8) This truss design requires that a minimum of 7116" structural wood.sheathing be applied directly to the top chord and 1/2" gypsum �j s1 •'•.� F1 sheetrock be applied directly to the bottom chord. N A WONJohrlsbn PENo.84948 MTeH%Inc: 11 600kk 16023 Sviingleji Ridge R04011e*11lield, MO 63617 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Intormatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 14 PH 3 WATERSTONE T23668999 2743053 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 0-11� 1-4-0 0-11-0 Scale = 1:7.6 0-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a nla BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=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 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; 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 for truss to truss ,, JOH� girder(s) connections. 6) Provide truss to bearing 100 lb 3, 4 ,t� w mechanical connection (by others) of plate capable of withstanding uplift at joint(s) except Qt=lb) 2=194. Q ,.,......; .s No 8.4043 ��i F•••,�.p R Ip• �. ���►ii111►� Andrew Joh_rabn PE No.84943 i 17ek USA; Inc R C 6f* 16W.S&glep R dge Road, Chesterfield, MO63017 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 property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/i Quality Criteria, DSB-89 and 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 14 PH 3 WATERSTONE T23669000 2743053 C1S JACK -OPEN TRUSS 1 1 Jab 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 0-1 1-4 0-11-4 V d, 6 Scale = 1:6.9 2x4 = ST1.5x8 STP = 0-11-4 0-11-4 Plate Offsets (X,Y)-- (1:0-1-4,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 1 >999 240 MT20 2441190 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 FBC2020/TP12014 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 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 1=0-8-0, 3=Mechanical, 2=Mechanical Max Harz 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. 11; 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 ANSlrrPI 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 cc. ,��1/llllf/l., 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' .IO A,'�eI 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 �� OQ�F. ...,. yS will fit between the bottom chord and any other members. E N SF�••.� 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 atjoint(s) 1, 2. No 8.4943 . = • a ,ri'..:c P ; ��• �iFS•��0RIO•.. ♦�� Andrew Jolir son PE 1104943 MTekUSA, Inc: FL Cefd6634 16M Wng* Fridge Road,plestelfield, MO63017 Dater 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 MiTekS connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSffPIf 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 Qty Ply LOT 14 PH 3 WATERSTONE T23669001 2743053 C1 V 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:6gD IOH2OVegl Nk1 sxoNemzyuU LB-jxlu6u8faad85UXwv9TgnL1 g1?JCO NKX?ezOp7zOPYX -1-4-0 0- 1-4-0 0-11 Scale =1:7.6 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) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 5lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=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. 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; 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) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1'.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/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. �p,EW JO �s :..,.;, ,,���QC�.•�\.G E IV S�.•.0� ii No -8.4943 o -���►�linlu�� Andrew Johnson PE Ho.84943 MTek USA; Inc; FL'CeA 66M 16023 51a g_ hU Ridge Road; glestei field, MC 63017 Date: April 24,2021 -- WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6I79I2020 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 ANSUTFII 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 City Ply LOT 14 PH 3 WATERSTONE FC3 T23669002 2743053 JACK -OPEN TRUSS 9 1 Job Reference o tional builders Firstbource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:21 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-C7JGKE9H Lll?je66Tt_3KZZrnPei7gagD IixLZzOPYW 1 4 0 2-11.4 ' 1-4-0 ' 2-11-4 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 0.11 BCLL 0.0 Rep Stress Incr YES WB 0.00 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 Harz 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. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:12.7 2-11.4 2-11-4 DEFL. in (loc) I/defl Lid PLATES GRIP Vert(LL) -0.01 4-7 >999 240 MT20 244/190 Vert(CT) -0.01 4-7 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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) 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. ,,,,�111111111��lip Na 84943 * C? Andrew Johnson PE No.34943 MRakU%Inc FL CenW4 dion.SwinglO Ridge Iload;Chesteifield, MO63g17 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 ANSI/rPl1 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 14 PH 3 WATERSTONE T23669003 2743053 C3S JACK -OPEN TRUSS 1 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 2x4 = 2-11-4 2-11.4 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:22 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-gJtfXaAv6BlsLohlOaVlsm6Odpz1sHgpSySUt?zOPYV Scale: 1 "=1' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 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 FBC2020/TP12014 Matrix -MP Weight: 9lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max 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. l�,GG1``1rr��1''11,1111/I JO�' • No 84943 :* DNA' S %,.0 Andrew Johlnon PE N9.64g43. MTekUg-Inc Fl. CeA6634 16023.WngleyR164o Road, Chesferfield, MO63617 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 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 14 PH 3 WATERS ONE T23669004 2743053 C3V JACK -OPEN TRUSS 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 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) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 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) 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:22 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-gJtfXaAv6BlsLohlOaVlsm6?Xp_vsHgpSySUt?zOPYV 2-11-4 2-11.4 Scale = 1:12.7 3x4 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.23 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 BC 0.12 Vert(CT) -0.01 4-7 >999 180 WB 0.00 Horz(CT) 0.00 3 n/a n/a Matrix -MP Weight: 12lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=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) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=145. ,l1111111/�� f No 84943 .,� .<pR.�O•. ♦�. .,��SS,IO'NIA'ti Andrew Johnson PE N6.61943 MMi k63Arinc., FL'Ced6634, 16023 SvIingW Ridge Road;(fiesterfield, M663 IT Dale: - 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 incarpo rate this design into the overall building design. Bracing Indicated is to prevent buckling of! ndividualtruss 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/rP11 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 14 PH 3 WATERSTONE T23669005 2743053 C5 JACK -OPEN TRUSS 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 3x4 = 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:23 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-8WQ11wBXtV7jyyGUaIOXP_f67D FPbk4zhcB2PSzOPYU 4-11-4 4-11-4 N N N Scale=1:17.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 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 FBC2020/TPl2014 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=-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. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 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 for truss to truss ,tt111.117�y�� girder(s) connections. 6) Provide truss to bearing ��,, W J'0 Alip, mechanical connection (by others) of plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 3=107, 2=1sz. 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 44,�� ♦ .-•fir, ENS O ii ♦♦ P; V F••••� �� sheetrock be applied directly to the bottom chord. NO '84943 �. • 0� l.p R.I O•P �,w♦� I,1111 Andrew JoMsbn PENo.84943 MITekUKIm'k, A04 1115M.Sitigley Ridge Road, Chesterfield, MO 6917 We: April 24,2021 ® WARNING - WrIfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply LOT 14 PH 3 WATERSTONE T23669006 2743053 C5V JACK -OPEN TRUSS 2 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 3x4 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:24 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-ci_PyFC9eo7aa6rh6?YmxBBGAda KBK6wGxbyuzOPYT 4-11-4 4-11-4 Scale = 1:17.6 I Plate Offsets (X,Y)-- [2:0-1-13,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 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 n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=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. 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 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 for truss to girder(s) to truss connections. Building designer 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. should verify capacity of bearing surface.��..!A.GE,N g •. O --�� •�, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=113, 2=155. 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 • No. 8,4943 •� * : * `: sheetrock be applied directly to the bottom chord. • �ONAL' WMW Joh*h PE No.64943 Mrji k USA; Inc: FL Ceti 6634 16W SM%* Ridge Road 'Ailiter8eld, M0 6917. 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 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 14 PH 3 WATERSTONE T23669007 2743053 D7 HALF HIP TRUSS 1 e� ADAMS 2265 A 3 CAR G Jab Reference (optional) tiunaers rirstbource (Hlant Glty, t-L), Plant Ully, rL - JJbbf, 6.4sU 5 Mar ZZ ZU21 MI I eK Industries, Inc. VVea Apr 21 1t1:4Z:3t1 ZU21 Hage 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-COgiu2MxL6ubFFvNyxo2W8nZTGGocM6ABRKLR4zOPYF r1 4 q 14-1-12 21-1-12 28-1-12 35-1-12 42-3-8 1-4-0 7-0-0 7-1-12 7-0-0 7-0-0 7-0-0 7-1-12 Scale=1:74.5 5x8 = 2x4 II 5x6 = 3x4 = 5x6 = 5x6 = 6.00 12 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 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.67 12 >760 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.83 11-12 >612 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(CT) 0.17 9 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MS Weight: 428lb FT=20% 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, 34=-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=-437017867, 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=632/1162,6-11=-1189/942,7-11=-1717/3125,7-10=-2199/1540,8-10=-3036/5483 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 G-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 raw 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. 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 jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=1770, 2=1601. No 8494-3 illllll AndrewJ6hman PE Nd.84943. h4TekUSA; Inc: R'Cert6684 16023.Swin" Ridge Road; Chesterfield, MO 63017 Dale: April 24,2021 WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-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 p building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iwiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPlt Quality Criteria, 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 Qly Ply LOT 14 PH 3 WATERSTONE TDr7 T23669007 2743053 HALF HIP TRUSS 1 ADAMS 2265 A 3 CAR Job Reference (optional) builders FlrstBource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:38 2021 Page 2 ID:6gD IOH2OVegl Nkl sxoNemzyuU LB-C Ogiu2MxL6ubFFvNyxo2 W8nZTGGocM6A8RKLR4zOPYF NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 138 Ib down and 158 Ib up at 7-0-0, 87 Ib down and 164 Ib up at 9-0-12, 87 Ib down and 164 Ib up at 11-0-12, 87 Ib down and 164 Ib up at 13-0-12, 87 Ib down and 164 Ib up at 15-0-12, 87 lb down and 164 Ib up at 17-0-12, 87 Ib down and 164 Ib up at 19-0-12, 87 Ib down and 164 Ib up at 21-0-12, 87 Ib down and 164 Ib up at 23-0-12, 87 Ib down and 164 Ib up at 25-0-12, 87 Ib down and 164 Ib up at 27-0-12, 87 Ib down and 164 Ib up at 29-0-12, 87 Ib down and 164 Ib up at 31-0-12, 87 Ib down and 164 Ib up at 33-0-12, 87 Ib down and 164 Ib up at 35-0-12, 87 Ib down and 164 Ib up at 37-0-12, 87 Ib down and 164 Ib up at 39-0-12, and 87 Ib down and 164 Ib up at 41-0-12, and 142 Ib down and 150 Ib up at 42-1-12 on top chord, and 346 Ib down and 153 Ib up at 7-0-0, 65 Ib down at 9-0-12, 65 Ib down at 11-0-12, 65 Ib down at 13-0-12, 65 Ib down at 15-0-12, 65 Ib down at 17-0-12, 65 Ib down at 19-0-12, 65 Ib down at 21-0-12, 65 Ib down at 23-0-12, 65 Ib down at 25-0-12, 65 Ib down at 27-0-12, 65 Ib down at 29-0-12, 65 Ib down at 31-0-12, 65 Ib down at 33-0-12, 65 Ib down at 35-0-12, 65 Ib down at 37-0-12, and 65 Ib down at 39-0-12, and 65 Ib down at 41-0-12 on bottom chord. The designiselection 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(B) 21=-87(B) 23=-87(B) 24=-87(B) 25=-87(B) 26=-87(B) 27=-87(B) 28=87(13) 30=87(1]1) 31=-87(B) 32=-87(B) 34=-87(B) 35=-87(B) 36=87(B) 37=40(B) 38=-40(6) 39=-40(B) 40=-40(B) 41=-40(B) 42=40(13) 43=-40(B) 44=-40(B) 45=40(B) 46=40(13) 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 MII-7473 rev. 5/1912020 BEFORE USE. ��' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI177I1 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 14 PH 3 WATERSTONE T23669008 2743053 D9 Half 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 18:42:40 2021 Page 1 ID:6gD IOH2OVeg 1 Nkl sxoNemzyuULB-BnySJkOCtj8JVZ3m4MgwbZsyy3vW4BuTbIpR WZZOPYD r1-4-0, 4-4 4 -9 9-0-0 17-4-12 %;l2 33-10-12 42-3-8 1 4-0 4--9 4-7-7 B-4-12 8-3-0 8-3-0 8 4-12 ST1 1 2 o Scale = 1:74.5 5x6 = 5xB = 5x6 = 5x8 = 5x6 = 6.00 FIT 4 21 22 23 5 6 24 25 7 26 27 8 2x4 3 20 .5x8 STP = 19 3x8 = 15 3x8 = 14 13 3x8 MT20HS = 3x4 = 12 11 4x4 = 3x6 = 10 5x6 = 4x6 II 9-0217-4-12 25-7-12 33-10-12 42-3-8 9-0-0 ' B-4-12 6-3-0 B-3-0 8-4-12 Plate Offsets (X,Y)--[2:0-8-0,D-0-141,14:0-4-0,0-2-81,[5:0-4-0,0-3-01,[6:0-3-0,0-3-01 [7:0-4-0 0-3-0) 19:Edge,0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.48 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.71 12-13 >716 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.17 9 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 223 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-4: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 8-9, 5-15, 6-13, 8-10 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) 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, 7-1 0=1 108/747, 8-10=-1313/2640, 3-15=308/287 NOTES- 1) Unbalanced live loads have been for this design. roof considered 2) Wind: ASCE 7-16; Vult=160mph Vasd=124mph; HNS !.;♦. (3-second gust) TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. ,�� �Q�E . • •+•. ••'+ 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 ��- G E.N Q; •� � S4' ♦♦ 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 BuildingDesigner/ ner / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 9 J 9 P fy 9 PP 9 q P N o 8.4943 .• to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 'fl 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .•. (r�CJ 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 T Q;•' and any other members. 8) Provide mechanical connection (by others) of truss to bearing capable 100 lb ♦ ✓j�sl • plate of withstanding uplift at joint(s) except Qt=1b) l � � �.•,: `I 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. Andrew Jghi s0 PE Ng.84943 MTekUSA; Inc: R Cent 6634 16U23.MgW A1dge R9ad,6e5te&d, MO6917 Oate: April 24,2021 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. SII M020 BEFORE USE. ' Design valid for use only with MiTek®connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 AN31/TP1l 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 City Ply LOT 14 PH 3 WATERSTONE TDrus T23669009 2743053 Half 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 18:42:25 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-4uYn9bCnP6FRCFQtij37UPkMKOvQ3P2G8wg9UKzOPYS r1-4-0, 7-7-5 11-0-0 1B-11-10 26-7-12 34-3-14 42-3-8 1 4-0 7-75 3 4 11 7-_1 1' 7-8-2 7-8-2 7-11-10 3x6 i 5x6 = 3x4 = _ r n 4 20 21 22 5 5x6 = 6 23 24 14 — c, ce Ic <. II Iv .. JI 9 3x8 = 46 = 3x4 = 3x8 MT20HS = 4x4 = Scale = 1:75.9 3x6 = 3x4 II 725 26 8 c? 0 N 5x8 II 11-0-0 21-5-12 31-9-12 42-3-8 I 11-0-0 10-5-12 10-4-0 10-5-12 Plate Offsets (X,Y)--[2:0-2-9,0-1-81, [4:0-3-0,0-2-01, [6:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 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 1/3 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=-71B(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 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 11-0-0, Extedor(2R) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 42-1-12 for forces & MWFRS for Lumber zone;C-C members and reactions shown; DOL=1.60 DOL=1.60 ,%V� plate grip 3) Building Designer /Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,�� � L\ G E N.S�.��j.- i� Q� to the use of this truss component. lv�100 40 4) Provide adequate drainage to prevent water ponding. No 8.4943 •% 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. ' 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 "U : :•Or will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Bearing 9 considers to ANSI/TPI 1 to formula. Building designer •�,�� atjoint(s) parallel grain value using angle grain should verify bearing capacity of surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) ltruss ♦ !�� •;: Q-�`• O R 1` �17 % 10) This 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. AndrewJohllsbh PE No.84943 MTekUS0. Inc: ktert 6p4 16M SwingW. Ridge Road, Chesterfield, MO 63617 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 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 ANSUiP11 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 14 PH 3 WATERSTONE T23669010 2743053 D13 Hip Truss 1 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:27 2021 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-OHgYaHE2xjW9RZZGp85TZgpisgW6XLMZcE9FYDzOPYO r14•Q 7-75 11-2-0 ,13-0-0, 20-11-0 28-10-0 33-8-0 38-1-13 42-3-8 11-4-0 7-7-5 3 6 11 1-10-0 7-11-0 7-11-0 4-10-0 4-5-13 4-1-11 6.00 F12 5x6 = 2x4 11 5 26 27 5x6 = 4x6 = 5x8 = 28 7 2930 6 Scale = 1:77.3 20 19 '- 14 13 12 11 3x6 — 5x6 = 2x4 I 2x4 11 5x8 = 6x8 = 7-75 11-2-0 -0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CS1. TC 0.90 BC 0.82 WB 0.88 Matrix -AS DEFL. in (loc) I/defl L/d Vert(LL)' 0.49 16-17 >999 240 Vert(CT) -0.82 16-17 >614 180 Horz(CT) 0.33 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 253lb 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 Horz 2=219(LC 11) Max Uplift 2=-784(LC 12), 11=689(1_(C 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=-4054/2129, 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=-617/433, 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=-225/526,12-15=-765/1798,8-15=-1102/2302,8-12=-953/494, 9-12=80/529, 9-11=-1853/1007 NOTES• ��i� 1) Unbalanced roof live loads have been considered for this design. ..�!• vS1 E;N O �- •�-G SF••••2 ��� 2) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TC D L=4.2p sf,, BCDL=6.0psf; 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, Extedor(2R) N o 8.4943 �. 13 0-0 to 17-2-15, Interior(1) 17-2-15 to 33-8-0, Exterior(2R) 33 8-0 to 38-1-13, Interior(1) 38-1-13 to 42-1-12 zone;C-C far members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. -� 4) Provide adequate drainage to prevent water ponding. r� (•�'CJ 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for live load 20.Opsf the bottom in .� •�!/ �i T Q;•. a of on chord all areas where a rectangle 3-6-0 tall by 2-0-0 wide �� ••'� R. will fit between the bottom chard and any other members. ��`` ``� .,� 7) Provide idemechhaanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) `` 1c 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. Andrew Jo m.bfiFE, Ne.84943 M RUSA,Inc:FLCet6W 16Mb1vlaft Ridge Road:Ch6te6ld, MO63617 Date: April 24,2021 ,® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANS11TF11 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 14 PH 3 WATERSTONE Tru5 T23669011 2743053 Hip Truss 1 1 Job Reference (option Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 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?zFlTLmsgtjewY7xeFv3LdAS?Esf3YeMd5ZOPYO T1-4-q 61-0 11-2-0 15-0-0 22-9-11 28-1%0 31 -06 W-9-13 42-38 1-4-06-1-0 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 = 5x6 = 2x4 11 6x8 = 6.00 F12 5 25 6 26 7 27 8 20 19 � 14 13 12 JO 11 3x6 — 4x8 = 2x4 II 1 3x4 II 48 = 14-5-8 6x12 MT20HS = i 6-1-0 11-2-0 19-7-6 28-10-0 31-8-0 42-3-8 6-1-0 5-1 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],[8:0-5-12,0-2-4],fl2:0-2-12,0-1-8] [17:0-3-0,Edge] [20:0-3-8 0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid 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 FBC2020/TPI2014 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-D-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 Horz 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=-1277/3358, 15-16=1395/3546, 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 �,,`�1'►1111'11111,�I EW NJON, NOTES-� 1) Unbalanced roof live loads have been considered for this design. .••�.G E,NS •O `. �� . ��. P'� V �• 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. ;A �� 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 15-0-0, Exterjor(21R) .,� •. is No 84943 •� 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) 35-10-15 to 42-1-12 zone;C-C for a *+ * ' 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, • ,� • ��` R , • 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 Sl - • `��r I� lS� •�`: will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing capable of withstanding 100 lb uplift at joint(s) except Qt=lb) �� plate 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 AndrewJohmen PEMAW sheetrock be applied directly to the bottom chord. MTekM.It,FLCert66M. 161MI Sitingldy Ridge Road, Chesterfield, MD 63617 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 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 ANSUTFll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply LOT 14 PH 3 WATERSTONE T23669012 2743053 D17 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 18:42:31 2021 Page 1 ID:6gD IOH2OVegl Nk1 sxoNemzyuU LB-v2v2QfHY?yOawAtl2iAPkg_P ERrLT8n8Xr7Th_zOPYM r1-4-Q 11318 -3-8 , 7-71 , 10-10.11 , 17-0-0 23-4-0 28-1%0 28-8t 35-64 42-3-8 1-4 0 5-3 8 2-4-0 3-3% 6-1 8 6-4-0 5-6-0 0-10-0 5-104 6-94 22 21 3x6 = 6x8 = 2x4 II 5x8 = 6.00 12 2x4 II 6x8 6 28 7 29 30 31 8 13 4s6 a II Scale = 1:80.6 n AI N 9 N 12 11 4x12 = 3x8 MT20HS I I 5-3-8 7-78 17-0-0 234 5-6 -0 28-1%0 34 42-3-8 4-0 5-3 8 2-9-4-8 5-6-0 6-8-4 6-94 Plate Offsets (X,Y)-- [5:0-2-12,0-3-01, [6:0-6-0,0-2-81, [8:0-4-0,0-1-151, [19:0-6-4,Edgel, [22:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.59 18-19 >860 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -1.10 18-19 >460 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.42 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 267 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: 4-21,8-13: 2x4 SP NG.3, 17-19: 2x4 SP No.1 10-0-0 oc bracing: 19-21, 13-15 WEBS 2x4 SP No.3 'Except' WEBS 1 Row at midpt 5-18, 6-16 5-19,19-22,3-19: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=293(LC 11) Max Uplift 2=-779(LC 12). 11=685(LC 12) Max Grav 2=1968(LC 17), 11=1853(LC 18) FORCES. (lb) -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 live loads have been for this design. ,,��Iillll.f/��� ,�� W JQ 1rjI roof considered �i� 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. ,��'�� •'�'j E.N S+''•.�47.' �; • V F 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-40 to 1-8-0, Interior(1) 1-8-0 to 17-0-0, Exterior(2R) �� :2 .1. 17-0-0 to 21-2-15, Interior(1) 21-2-15 to 29-8-0, Exterior(2R) 29-8-0 to 33-10-15, Interior(1) 33-10-15 to 42-1-12 zone;C-C for • NO: 8.4943 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. �L 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 .� ,-,; i�T,[�• Q;� will fit between the bottom chord and any other members, with BCDL = 10.Opsf. ��,�" R 8) Provide bearing • • • •L!�`: I�� mechanical connection (by others) of truss to plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=779, 11=685. t /O ���1A% 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. MdlewJohlaon VI:No.64943 MR; Inc; FL rf 6634 180P3SY%W.RldgaRoad, Chesteiheld,M063617 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 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, Sufte 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 14 PH 3 WATERSTONE T23669013 2743053 D19 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 18:42:32 2021 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-NETRd71BmGBRXKSDchheGtXa3rBrCbgIIVIOEQzOPYL 1 4 4-0-0 5-7-8 12-10-0 19-0-0 27-8-0 2 -10 0 36-1 8 42-3 8 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 6.00 12 5x6 = 28 5x6 = 2x4 II 7 8 Scale = 1:78.3 22 21 15 14 13 12 3x6 = 2x4 II 6x8 = 3x4 II 4x12 = 4x6 II 4-0-0 5-7-86-8-0 12-10-0 19-0-0 27-8.0 2t1-10�O 36-1� 42-31 ' 4-01'1-7-8 1-01 6-2-0 6-2-0 8.8-0 -2- 7-3-8 Plate Offsets (X,Y)-- [5:0-3-0,0-3-0], [6:0-3-8,0-2-4], [7:0-3-8,0-2-4], [9:0-3-0,0-3-0], [10:0-2-15,0-2-0], [12:Edge,0-3-8], [16:0-4-0,0-3-4], [17:0-7-0,0-3-4], [18:0-3-12,0-3-0], LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 TCDL 7.0 Lumber DOL 1.25 BC 0.91 BCLL 0.0 Rep Stress Incr YES WB 0.94 BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 *Except* 6-7,1-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 'Except* 4-21: 2x4 SP M 31. 17-19: 2x6 SP M 26, 8-14: 2x4 SP No.3 12-15: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 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) DEFL. in floc) I/deft L/d PLATES GRIP Vert(LL) 0.70 20 >719 240 MT20 244/190 Vert(CT) -1.10 20 >459 180 MT20HS 187/143 Horz(CT) 0.51 12 n/a n/a Weight: 284 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 7-8-0 oc bracing: 19-21 10-0-0 oc bracing: 14-16 WEBS 1 Raw at midpt 5-17 2 Rows at 1/3 pts 4-18 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, 17-18=1459/4090, 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 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. 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, Extedor(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(l) 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 2-0-0 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 (jt=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 chard and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,, SEW JON, t Q ' s `0 No 8.4943 r � ♦ �. •�/ 1111111 Andrew Johflson PE No.84943 MTeIrUSA; Inc: FL Ced 6634 16023.SwingW Ridge Road, Chtisteifield, M0 63617 Date: 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 choid 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/TPII Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 14 PH 3 WATERSTONE T23669014 2743053 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:6gDIOH2OVegl Nkl sxoNemzyuULB-JdbB2gJRHtO9neccj6j6LlczdeslgWKaDpM7lJzOPYJ r1-4 q 6-3-0 12-10-0 21-0-0 25-8-0 28-1%0 36-1-6 42-3� 1 4-0 6-3-0 6 7-0 8-21 4-8-0 3 2-0 7 2-0 Scale=1:79.6 5x6 = 6.00 FIT 5x6 = 530 631 21 "' 3x8 = 2x4 II 13 12 11 3x6 = 3x6 II 2x4 II 2x4 - 6x8 = t 14-5-8 ro" i 6-0-0 6-,�-0 12-10-0 21-0-0 28-4-0 28�10-0 36-1-6 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 Plate Offsets (X,Y)-- f2:0-2-12,0-1-81, [4:0-3-0,0-3-41, [5:0-3-8,D-2-41, [6:0-3-0,0-2-01, [8:0-3- 00-3-01, [9:0-2-15,0-2-01, [14:0-2-8,0-2-121, [18:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Ndefl Ud 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/TPI2014 Matrix -AS Weight: 275 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: 7-15: 2x4 SP No.3 2-2-0 oc bracing: 14-15 WEBS 2x4 SP No.3 6-0-0 oc bracing: 7-15 WEBS 1 Row at midpt 4-16, 6-16 JOINTS 1 Brace at Jt(s): 14 REACTIONS. (size) 2=0-8-0, 21=0-3-0, 11=0-3-8 Max Horz 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=-6971401, 9-14=985/2381, 19-21=-1881/893, 3-19=1788/922 NOTES- 1) Unbalanced �1'111'Ilff-f� roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; ���,, W JOc,,���I Q�� ,?N" �+►j (3-second gust) h=15ft; B=45ft; L=24ft; eave=5ft; Cat. `��. s Q II; Ex C; Encl., GC i=0.18; MWFRS directional and C-C Exterjor 2E 1-4-0 to 1-8-0. Interior 1 1-8-0 to 21-0-0, Exterjor 2R �'•�•••••• ♦ �' S' t� �; • V F••!•2 21-0-0 to 25-2-15, Interior(l) 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 : Na 8:4943 •�* 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 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 bearing 1. T •�• C` Q;•: % mechanical connection (by others) of truss to plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) ••.,•.�,�•�•. 2=305,21=821,11=734. 8) is trussdesign requires that a minimum rd structural wood sheathing be applied directly to the top chord and 1/2" gypsum IS1 `�. ,S�O,A t A �?��� htrbe applied directly to t bottom chord. Andrew Johradh PE N1o:.84M 1 5k1I kInc;R'Cert6634. 16M.SefngleyRidge Noad, Chesterfield, MO63617. Date: April 24,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 6/1912020 BEFORE USE. ��' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANS11TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Oty Ply LOT 14 PH 3 WATERSTONE TE3 T23669015 2743053 Jack -Open Truss 3 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 18:42:41 2021 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-czWq W4Pgel G96jeyd4L17nOFkTRoptxcgPY?2PzOPYC 1-4-0 3-0-0 1-4-0 3-0-0 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 0.21 BCLL 0.0 Rep Stress Incr YES WB 0.00 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=0-4-0, 4=Mechanical Max Horz 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. Scale = 1:12.8 DEFL. in (loc) I/dell L/d PLATES GRIP Vert(LL) 0.02 4-7 >999 240 MT20 244/190 Vert(CT) 0.02 4-7 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=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 2-11-4 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=211. ,,III/LLIIfI1II No 8,4943 Andrew Johnson_ PE N6.84943 IVITakp%Inc: R.Ced6634 16823 Willey Ridge Rued; Chesterfield, MO63817. Nate: April 24,2021 A 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 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 14 PH 3 WATERSTONE T23669016 2743053 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:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-494DkPPSPK00ktD8Bns_g xM4lkfYKnm231YarzOPYB -1-4-0 5-0-0 1 5-0-0 Scale = 1:17.8 3x4 = 5-0-0 5-0-0 Plate Offsets (X,Y)-- [2:0-1-410-0-21 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 0.51 Vert(LL) 0.06 4-7 >950 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.06 4-7 >937 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -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=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. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to for truss to truss ,�y`'1�1111 lift,, girder(s) connections. 6) Provide truss bearing �,��� GVY l f ON Q�. !' mechanical connection (by others) of to plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=109, 2=163. ♦. •;: • • • •: ..N ��, �O G E N ••,'• tSO -"i 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 ��� Q'; • V� SF'• :2 �i� sheetrock be applied directly to the bottom chord. No' 8.4943 o • r�Fsi _o R I hiliji Andrew John* PE No.84943 RffAUSA; Inc: Fl Ced6634 16023.SMngley Rllde Roed,Chesterrwidi M063017. We: April 24,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with 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, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 14 PH 3 WATERSTONE T23669017 2743053 E7 JACK -OPEN TRUSS 33 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 18:42:43 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-YMebxIQ4AeXtMOoKIVNDDCUT H?cHn1vH)1571zOPYA -1 4-0 7-0-0 1-4, 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.18 4-7 >458 240 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 rile n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=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. Scale = 1:23.0 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-11-4 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 Ot=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 chard. ,,,,�11111111IIIII JON, DENS• • O`�i �. •P No 84943 .. �I�Ini i1it' Andrew Johnson PE No.84943 MIT611.18A. Inc: KNOW 166P3 Swingley Ridge Road, Chesterfield, MO63O17. Date: April 24,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511 W020 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 us a, 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 ANS11TPll Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety /ntbrmation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 14 PH 3 WATERSTONE T23669018 2743053 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 I D:ZYc6AOG NbVAfFo43ovpJT9ypvsQ-YMebxIQ4AeXtMOoKIVND DCUbnH8wHgcvHj 157lzOPYA 4-0-14 7-0-0 4-0-14 2-11-2 2x4 II 3 3x4 = 3x10 11 bxtl = ST1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 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 FBC2020ITP12014 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 Horz 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. Camp./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=-611/1247, 2-4=-1448/823 DEFL. in (loc) Vdefl Ud 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: 1f2"=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 for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except (jt=lb) 1=323,4=849. 7) Hanger(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 Ito 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 (6). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-54, 1-4=-20 Concentrated Loads (lb) Vert: 8=-84(F) 9=-1039(F) 10=-652(F) e0��`EW 1 J0 -AA ,,*ii •.� No -8.4943 A. 1.1111 AndlewJllhllsbli PE ttti.84943 MTekUSA InGFL'Cfltt6634 16023.Sivingley Ridge Road,Chestetfield, M0 63017 Date: April 24,2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-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 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 City Ply LOT 14 PH 3 WATERSTONE T23669019 2743053 E7S 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 18:42:44 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-OYCz95RixyfkzANXJCvSIPOdKgLxOEH3 WNnffkzOPY9 7-0-0 700 Scale = 1:22.9 I ST1 3x4 = 7-0-0 7-0-0 Plate Offsets (X,Y)-- 11:0-1-4,Edge) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid 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 n/a BCDL 10.0 Code FBC2020/TPI2014 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; 8=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, Interior(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 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 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. ,�{1111111111 `I�`��`PEW •`' f''Ns ' No 8..4943 OR1,` 14 OINAi S',,, gndreyl Johnw(f PJ:.No.84IS43. MTekllSA; [fit FL Cert W 16M S*gW Ridge Road, MAIN, MO M617 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 onlywith MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSUTPIf Quality Criteria, DSB-e9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 14 PH 3 WATERSTONE T23669020 2743053 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:GgD IOH2OVegl Nkl sxoNemzyuU LB-Vkm LMRS KiFnbbKxjswQhldZg94gJlgLCl1 WCBAzOPYB 3x4 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 4-8-2 2-3-14 Scale = 1:22.8 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.65 Vert(LL) 0.31 6-9 >265 240 MT20 244/190 BC 0.75 Vert(CT) -0.27 6-9 >312 180 WB 0.08 Horz(CT) -0.03 4 n/a n/a Matrix -AS Weight: 26 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. 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 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 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 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. 1,,,�1`I1 U111111,,I �� •• �GE.NS O �. No 84043 SONA - o�� 111111 - MdmwJohrwn PE Nu.8 943 hhTek U6A; Inc: Fl.'Cert 6634 16023 Wgley Ridge Road,'Chuteifield, MO6917 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 building design. Bracing indicated is to prevent buckling of individual truss web and/orchord 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 BCS/ Building Component 6904 Parke East Blvd. Safety Information available tram Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 14 PH 3 WATERSTONE T23669021 2743053 E22 Jack -Open Truss 1 1 Job Reference o tional FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:40 2021 Page 1 I D: ZYc6AOG N bVAfFo43ovpJT9ypvsQ-BnyS JkOCtj8JVZ3m 4Mq WbZs6L37 U4Q HTblp R WzzO PYD 2-2-8 2-2-8 N O 2X4 = Scale = 1:10.1 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 FBC2020ITPI2014 Matrix -MP Weight: 7lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood 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 lb uplift at joint(s) 1, 2, 3. J.,� N_o. 8.4943 I , fill Woo Andrew Johnson PP No.84943 MiTek USA; Inc: R. Ced 6634, 16023kng" Ridge Road,glesferfield,MO63617. Oahe: April 24,2021 ® WARNING - Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the, fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/f Duality Criteria, DSB-09 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 14 PH 3 WATERSTONE T23669022 2743053 FG Flat Truss 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:46 2021 Page 1 ID:6gD IOH2OVeg 1 Nkl sxoNemzyuULB-zxJjZnTzTZvS DU WvQdxwgg67V U91U3RMzhGmjczOPY7 3-8-0 7-4-0 ' 3-8-0 3-8-0 4x4 = Scale = 1:28.8 6.00 12 2 3xr 3x6 11 c� 0 N 3-8-0 7-4-0 3-8-0 Plate Offsets (X,Y)-- [5:0-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) TCDL 7.0 Lumber DOL 1.25 BC 0.16 Verl(CT) BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(CT) BCDL 10.0 Code FBC2020/TP12014 Matrix -MP ST1.5x8 STP = 3x6 I I in (loc) I/defl L/d 0.02 5-6 >999 240 -0.02 5-6 >999 180 I I I LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SIP M 26 WEBS 2x4 SIP No.3 BOT CHORD 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) 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 0.00 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 101 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-8-0 oc. Webs connected as follows: 2x4 - 1 raw 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) 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 Ot=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) tt%I1.1111110111,, . ,� OC:....•.••. ..NS1 III N:o 84943 s�ONAL�?�`��. �41I III It1 AndrewJoh,wb FENo.84943' MiTek USA; Inc: RCert6634 16023_Siv ri ft Ridge Road, (xlesterfield, MO 6301T. Data: 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 ANSI/rP/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 ss Truss Type City Ply LOT 14 PH 3 WATERSTONE TGr7 T23669023 2743053 Special Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 0 1 3-10-0 7-0-0 12-0-0 1-4-0 ' 3.11-0 3-2-0 5-0-0 6x8 = 2x4 11 ST1.5x8 STP = 3x10 = 3x10 II 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed I D:ZYc6AO G NbVAfFo43 ovpJT9ypvsQ-kTol F WZ_aOvJAj7S u14o91 17-0-0 1,7-e p 21-0-0 24-6-5 5-0-0 6-e-0 3-4-0 3-6.4 6x8 = 5x8 = 4x6 = 6 7 6x12 MT20HS WB = 5x8 = 4x4 = 7xe = 12-0-0 , 17-0-0 1 21-0-0 28-8-0 18:42:54 2021 Page 1 4x4 = Scale = 1:53.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 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 n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 153lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except* TOP CHORD Structural wood sheathing directly applied or 2-6-2 cc purlins. 5-6,6-7: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-5 cc 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. Comp./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 joints) except Qt=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 126 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 dawn 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). EW JON iA N_o 8.4043 P, ORI•. •��: `•�IIIIIIIF`' Andrew Johpeon PE No.84943 A; MTek1JSInc~ R. Ced 6W Ilka.Wilgli ldgaRoad,Chesllirfield,MO6917 M. April 24.2021 andarc1 ®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 any with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety/ntbanation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 14 PH 3 WATERSTONE T23669023 2743053 G7 Special Truss 1 1 Job Reference o tional Builders f-Irstbource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:54 2021 Page 2 I D:ZYc6AO G N bVAfFo43ovpJT9ypvsQ-kTo I F WZ_aOvJAj 7S u I4o9 WR N E ij EM aBXpx C B?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=-88(F) 23=-41(F) 24=-1501(F) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,1II-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANShrTP/1 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 14 PH 3 WATERSTONE T23669024 2743053 G9 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 18:42:55 2021 Page 1 I D:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-CgM7SsacLK1 AosieSOb1 ik_S W62a58Xg2axkYbzOPY -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 Scale = 1:52.1 5x6 i 3x4 = 9-0-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Harz 2=191(LC 11) Max Uplift 2=-574(LC 12), 6=-574(LC 12) Max Grav 2=1133(LC 1), 6=1133(LC 1) 3x4 = 5x6 1920 4 2122 5 3x4 = 4x6 = 3x4 = 3x4 = CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TC 0.98 Vert(LL) 0.28 10-13 >999 240 MT20 244/190 BC 0.95 Vert(CT) -0.42 8-10 >817 180 WB 0.29 Horz(CT) 0.07 6 n/a n/a Matrix -AS Weight: 126 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-17711915, 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; 8CDL=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 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 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 jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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. 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. `��IIILIIII/�� JOy�l% I GEN No 8.4943 * . �t W. Atdrey Johrleoil PE No.84943 MiTek USA; Inc: FL Cod 6634 16W 8winglay Ridge Road, Chesteiffeld, MO 0617. Date: April 24,2021 -- ® WARNING - Vedfy, design paranreters 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 p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iviiTek• 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 Qly Ply LOT 14 PH 3 WATERSTONE T23669025 2743053 G11 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 18:42:47 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 ' 4-6-0 ' 40-0 b•9-� 2-&0 ' 4-0-6 1 -2 1-4-0 n 4x4 = 9-1-6 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 5x6 = 3x4 = 44 = 23 5 64x4 = 4x4 = 3x4 = 3x8 = 3x8 = CSI. DEFL. in (loc) I/deft L/d TC 0.54 Vert(LL) -0.24 11-20 >999 240 BC 0.89 Vert(CT) -0.51 11-20 >675 180 WB 0.27 Horz(CT) 0.07 9 n/a n/a Matrix -AS 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 Harz 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=-16B2/1015, 4-5=-1366/929,5-6=-1463/977, 6-7=-1385/883, 7-8=-15991931, 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 Scale = 1:53.1 3x6 Q PLATES GRIP MT20 244/190 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, Extedor(2E) 11-0-0 to 15-9-8, Interior(1) 15-9-8 to 18-5-8, Extedor(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. votllllllf/���' EW JO No 8.4943 �O N1A* 0 Andrew Johnson PE No.84943 MTekUSA, Inc Fl.Cert6634 16M,Swingley Ridge Road, Chesterfield, MID 63o17 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 MiTeke connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall MF building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and BCSI Building Component 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 14 PH 3 WATERSTONE FG1 T23669026 2743053 Special 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 18:42:48 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-vJRU_TU D_A9ASogIY2zOwFBKalebyr7eR?IsoVzOPY5 -1-4-0 7-7-5 13-0-0 17-M 20-5-8 28-M 30-0-0 1-4-0 7-7-55 1 4-9-8 2-B-0 8-2-8 6.00 FIT 3x4 = 3x4 4x6 = 4x6 = 4x8 = 2x4 11 Scale = 1:54.1 3x4 = 9-2-0 17-9-8 20-5-8 28-8-0 9-2-0 8-7-8 2-8-0 8-2-8 Plate Offsets (X,Y)-- [2:0-2-10 0-1-8] [3:0-3-0 0-3-0] [6:0-2-8 0-6-0] [7:0-0-4 Edoe] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.26 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.44 10-12 >780 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2020ITPI2014 Matrix -AS Weight: 141 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=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. 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 16-0-0, Interior(1) 16-0-0 to 20-5-8, Extedor(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.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=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. 'Visit II11/p1jl EW JOS _N� •' G E N,S' . O �i. ���, '; •�.�,� '• 2 tip Na 84943 Z Z ice, �.�•� 0N,AN. ,,% AndlewJohnsooPENa.8 W MiTek USA; IncL .FCert 6634 16023.WiiftHie Road,plesterrmid,MO6301T. Date: April 24,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 14 PH 3 WATERSTONE T23669027 2743053 G15 Special 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 18:42:50 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-riZEPBWIINoPui5ghfT?s?gGgl5MgQpMxuJ EzsOzOPY3 -1-4-0, 7-7-5 13-00 19-9-8 22-.1-8 28-8-0 30-0-0 1-4-0 7-7-5 5-4-11 6-9-8 2-8-0 6 2-8 1-4-0 4x6 I I 6.00 12 Scale = 1:54.1 3x4 = 3x4 = 5x6 WB = 5x8 = 2x4 I I 3x4 = 9-2-0 19-9-8 22-5.8 28-8-0 9-2-0 10-7-8 2-8-0 1 -8 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020frP12014 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 Horz 2=-265(LC 10) Max Uplift 2=-574(LC 12), 7=-574(LC 12) Max Grav 2=1301(LC 17), 7=1299(LC 18) CSI. DEFL. in (loc) I/def] Lid TC 0.72 Vert(LL) -0.44 10-12 >776 240 BC 0.87 Vert(CT) -0.75 10-12 >458 180 WB 0.60 Horz(CT) 0.06 7 n/a n/a Matrix -AS PLATES GRIP MT20 244/190 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, 4-10=-844/1751, 5-10=-14981951, 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(1) 1-8-0 to 13-0-0, Extedor(2R) 13-0-0 to 16-0-0, Interior(1) 16-0-0 to 22-5-8, Exterior(21R) 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) • 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) 2=574, 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. `,,`�Iltll lff/I,,I GW JD �� � • .\ G E�N g ' O .� No 84943 7k :. X'+. Andrew Johnson PE No.64943 M7ekl[J$ Inc:FI.Cer(6N 16Mb iligley Ridge Road,Chest &Id, MO 63917 Oats: April 24,2021 ® WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19Q020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 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 14 PH 3 WATERSTONE T23669028 2743053 G17 Roof Special 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 18:42:51 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-Ju7cdUW5H5XIJFPtDAX5XupuhVhC9HW57zzXPgzOPY2 7-75 12-10-0 18-0-11 21-7-8 24-3-8 28-6-0 ,29-10-0 7-75 5-2-11 5-2-11 3 6-13 2-8 0 4 2 8 1-4 00 4x4 = 3x4 = 3x4 = 3x4 = 4x4 = 4x8 = 2x4 II Scale = 1:52.8 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/TPI2014 CS]. TC 0.52 BC 0.85 WB 0.54 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Udefl L/d -0.19 11-13 >999 240 -0.37 13-16 >930 180 0.07 7 n/a rile 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=1280(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=-1896/1076, 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 nd Cat. 2) I�Exp CS En l., G 0 180 MPWFRS and C1C4Exterior 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-10-0, Exteno pi (directional) 2E) �2R) 12-10-0 to 15-10-0, Interior(1) 15-10-0 to 24-3-8, Exterior(2R) 24-3-8 27-3-8, Interior(1) 27-3-8 29-10-0 for ,,,,�1r; JO11,,,,, H/ys1 �0 to to zone;C-C members ,�� OQ� , •'''r:;0 and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 �� •' (, E N s� 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. P. No, 84943 0 4) Provide adequate drainage to prevent water ponding. � ' 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 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 �J �•'• sheetrock be applied directly to the bottom chord. ��� Sl !,• • R.�•. CC),N A' Andw Johnson PE No.84943 MTekUSA IntR&d6i34 16023:5<vIVO Rldpe Road, Chesterfield, MO 69617. Date! April 24,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. SII S2020 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-e9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 14 PH 3 WATERSTONE T23669029 2743053 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-GHEN1AYMpjnTZZZFKbZZdJu9uJLhd51NaHSdTizOPYO 7-7-5 t2-10-0 18-0-11 23-7-8 26-3-8 2B-6.0 ,29-1%11, 7-7-5 5-2-11 5-2-11 5-6-13 2-8-0 2-2-8 1-4-0 �Q Scale = 1:52.5 4x4 = 3x4 i 3x4 = 3x4 = 3x4 = 5x12 = 2x4 11 3x4 = 9-2-0 16-6-0 23-7-8 26-3.8 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 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(CT) BCDL 10.0 Code FBC2020ITP12014 Matrix -MS in (loc) I/deft L/d 0.3310-11 >999 240 -0.57 10-11 >599 180 0.07 7 n/a n/a I i I LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 3-5: 2x4 SP No.1 BOT CHORD 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 farces 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, 5-1 0=214911001. 6-1 0=-759/2095 PLATES GRIP MT20 244/190 Weight: 141 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied or 6-10-3 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW=RS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.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. 8) 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 on top chord, and 22 lb up at 26-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-6=-54, 6-8=-54, 14-17=-20 �,� • �.C, E;NJ. No -8.4943 Andrew JohrAh PE Na.84943 MffekUSA- Inc: FL'Cert 66M 16623.8winp16Aldpe Road, glesterfield, M0 WIT Date: April 24,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7TPI1 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 City Ply LOT 14 PH 3 WATERSTONE T23669029 2743053 G19 Roof Special Girder 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 18:42:53 2021 Page 2 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-GHEN1AYMpjnTZZZFKbZZdJu9uJLhd51NaHSdTizOPYO LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=54(B) 9=4(B) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chard members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 14 PH 3 WATERSTONE T23669030 2743053 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:ZYc6AOG NbVAfFo43ovpJT9ypvsQ-gswVgCaE6e91 QOHgOj6GExWgD Wc4gdmgGEhl31 zOPXz 4-0-0 Scale = 1:14.6 2x4 = 3x6 II 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 TCDL 7.0 Lumber DOL 1.25 BC 0.04 BCLL 0.0 Rep Stress Incr YES WE 0.16 BCDL 10.0 Code FBC2020ITP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 P WEBS 2x4 SP No.2 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 DEFL. in (loc) I/dell L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 n/a n/a Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 cc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=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 3-104 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 cc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, Or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=1b) 5=114. ,`�jll'llll�'���� .I %.;� No: 84943 ��i1:11111�� AndrewJohrdbn PE No.84943. MTekwk.Ini'k Cart 6W" 16023.5tiuklgle Ridge Road, Chesterfield, Md 63017, Date: April 24,2021 �— A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is 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 andtruss systems, see ANS11TPN Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 14 PH 3 WATERSTONE T23669031 2743053 H3 Jack -Open Truss 2 1 Job Reference (optional) tlunaers mrst5ource (rlant Glty, rL), Clan tarty, FL - 33bbt, 8.430 s Mar 22 2021 MTek Industries, Inc. Wed Apr 21 18:42:57 2021 Page 1 ID:6gDlOH2OVeglNklsxoNemzyuULB-82UltYbstxHulAslZRdVn93zSwvdZ6VzVuQrbUzOPXy 4-2-15 4-2-15 Scale = 1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.01 24 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.02 2-4 >999 too BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 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 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=0-3-0, 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. 11; 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 ANSlfTPI 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 cc. 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 for truss to truss connections. S10` taGw JQ�� ,` girder(s) 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. ,�` �i �� �� • 'G E N OA-40 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 No- 8,4943 •: 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 F • •�(/,� 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) •�. ; C0 Vert: 1-3=-54, 2-4=20 Concentrated #4�.. R I�••`��.� ,',SS/OIN�A���, Vert: 5=48(F(I24, B=24) 6=23(F=11, B=11) AndWJohllsbn PklN1 4943 MTek USA; Inc Fl. Cert 6634 16M Slvft,Ridge Road,glesteAld, MO6917 Date: April 24,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/192020 BEFORE. USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters. and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVfPIf 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 14 PH 3 WATERSTONE T23669032 2743053 H5 Jack -Open Truss 2 1 Job Reference (optional) tiumers Flfsujource (Fran[ u ty, t-L), I'lant LAty, rL - nabst, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:42:58 2021 Page 1 I D: ZYc6AOG NbVAfFo43ovpJT9ypvs QcE2G5u cUeF PIfKRD 789kKMc2b K8? IZk7kYA08wzO PXx i-1-10-10 3-9-6 7-0-14 3-9-6 3-3-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udefl Lid TCLL 20.0 Plate Grip DOL 1.25 TIC 0.67 Vert(LL) 0.12 4-7 >681 240 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 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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. Scale = 1:17.4 Ii - PLATES GRIP MT20 244/190 Weight: 25 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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 (jt=lb) 3=148,2=235. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 18 lb down and 55 lb up at 1-5-4, 30 lb down and 84 lb up 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, and 23 lb up at 1-5-4, 23 lb up at 1-5-4, and 16 lb down and 6 Ib up at 4-3-4, and 11 lb down and 7 Ib up at 4-3-4 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 (ib) Vert: 8=55(F=24, B=31) 9=-7(F=15, B=-22) 10=23(F=11, 6=11) 11=-14(F=5, B=-8) ,``�111(IJ11'f'II�I (1�GW ` ,01 %III `,�� Q .•��G ESN S4�'• • No 84943 .: ING: n r ir:= Ct R.1 "•�i11111V•' Andrew JohPE kl943 MiTeituspnsali , InG FL Cent 6694, 16023.541 nglef Fffdga 8oad,q esterfkld, M063017. Uate: April 24,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. -- Design valid for use 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 14 PH 3 WATERSTONE T23669033 2743053 H7 Jack -Open Truss 3 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 18:43:00 2021 Page 1 ID:ZYc6AOG NbVAfFo43ovpJT9ypvsQ-YdAOVZdlAsgTuebcFZBCPnhUx7tMm QJPBsfVCozOPXV -1-10-10 5-11-1 9-10-13 , 1-10-10 5-11-1 3-11-11 5-11-1 9-10-13 5-11-1 3-11-11 _Plate Offsets (X,Y)-- [2:0-0-7,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.02 7-10 >999 240 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 FBC2020/TP12014 Matrix -MS I � I 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) 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 - Scale = 1:22.7 PLATES GRIP MT20 2441190 Weight: 42 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 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., GCpj=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 Ib uplift at joint(s) except (jt=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 7 lb 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 ,`�1111117�j��, i.0 �. Na. 8.4943 • ,R 0Tw Jolgxen PE No.64943 MTekU%Inc: R id6634. 16M SMngW My Road,aesteifield, MO63617 Date: April 24,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511.92020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only 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 stabilfty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply LOT 14 PH 3 WATERSTONE T23669033 2743053 H7 Jack -Open Truss 3 1 Job Reference (optional) tsunciers t-IrstJOurce (Plant L:ity, FL), Plant Uity, FL - 33557, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:43:00 2021 Page 2 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-YdAOVZdIAsgTuebcFZBCPnhUx7tMm QJPBsfVCozOPXv LOAD CASE(S) Standard Concentrated Loads (Ib) 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, B=25) ® 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, hot 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 ANS11rP11 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 14 PH 3 WATERSTONE T23669034 2743053 H7V 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 21,18:43:01 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-1pjOjveNwAcKWnAooHiRx7De4X6TUtNZQW02kFzOPXu 6-6-4 3-4-9 3x4 Scale = 1:22.6 6-64 6-64 9-10-13 3-4-9 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 0.33 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 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MS Weight: 38 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-6-7 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 Horz 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. 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 live load 20.Opsf the bottom in 3-6-0 tall by 2-0-0 .4%01111,1I1' jq.' a of on chord all areas where a rectangle wide fit between the bottom ,t1 W JO Hiy6 will chord and any other members. 5) Refer to girder(s) for truss to truss connections. ��,` O�E . G,E.N •• .- SF�•�. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify •V\ capacity of bearing surface. .' NO. 8.49.43 •• 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except 0=11b) *. *'� 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 4-3-4, 11 lb down 7lb 4-3-4, 51 lb down 7-1-3, 51 lb down 7-1-3 bottom The design/selection•�(/,��� at and up at and at and at on chord. devices Q� of such connection is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss front back ♦ •' ,�j�ls O fi. QG••`�\,+� are noted as (F) or (B). LOAD CASE(S) Standard 1010NA' . 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) AndfpvJoh*fiPENo.84943 Vert: 1-4=-54, 5-8=-20 MTekUSA;inc,Fi.'Ced6634., 96DP blng*KideRoad, Chesterfield,MO63017, Date: 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 ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available Pram Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 14 PH 3 WATERSTONE T23669034 2743053 H7V Jack -Open Truss 1 1 Job Reference (optional) tsuuners YIrstbource (Plant uity, t-L), Plant l:lty, F-L - 33bb(, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:43:01 2021 Page 2 ID:6gDIOH2OVeglNklsxoNemzyuULB-1pjOjveNwAoKWnAcoHiRx7De4X6TUtNZQW02kFzOPXu LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 11=48(F=24, 8=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, B=25) A WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Plf Quality Criteria, DSB-89 and BC3/ 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 14 PH 3 WATERSTONE T23669035 2743053 K01 Hip Truss 1 1 Job Reference o tional Builders FirstScurce (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:43:02 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-VOHmwFf7hUwB8xl_M DgUCmoCxW2DKzifABcHhzOPXt 8 5-0-0 9-4-0 13-8-0 18--0 i20-0-0 ' 5-0-0 4.4-0 4-4-0 5-0-0 1-4-0 4x8 = finny 17 18 2x4 11 Scale = 1:32.7 19 20 4x8 = Io. 3x4 = 2x4 II -"-' 3x8 = 2x4 II 3x4 = 13-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 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 FBC2020ITP12014 Matrix -MS Weight: 83 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 5=0-8-0 Max Horz 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 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-2 cc purlins. BOT CHORD Rigid ceiling directly applied or 6-3-12 cc 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; 8=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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 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 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 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: 1-2=-54, 2-4=54, 4-6=-54, 11-14=-20 1 W 40 No. 8.49.43 • ' �. .Rti �.•. �,�� I OINIAt , %% AndrewJohrlsorl PE.No.84943. MTekUSA, Inc FL Cert 6634 16023.9winglBp Ridge Road, Chesterfield, MO63617 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 far 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 ANSUTP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 14 PH 3 WATERSTONE T23669035 2743053 K01 Hip Truss 1 1 Job Reference (optional) tSunaers FirstBource (Plan[ Gny, t-L), Plant city, FL - 33b8/, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:43:02 2021 Page 2 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-VOHmwFf?hUw88xl M DgUCmoCxW2DKzifAScHhzOPXt LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 2=-155(F) 4=-155(F) 10=-77(F) 8=-52(F) 3=108(F) 7=-77(F) 17=-54(F) 19=54(F) 21=-26(F) 22=-26(F) A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 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 14 PH 3 WATERSTONE T23669036 2743053 K02 Hip Truss 1 1 Job Reference o tional tsullciers Flrstbource (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 Scale = 1:33.3 48 = 2 16 4x6 = 17 3 3x4 = 2x4 II """ 3x4 = 3x4 = 7-0-0 11-8-0 18-8-0 7-0-0 4-8-0 7-0-0 Plate Offsets (X Y)-- f1:0-1-4 0-0-2] (2:0-5-4 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 0.52 Vert(LL) 0.12 8-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.17 8-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS 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 Horz 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-0-0, Exterior(2R) 7-0-0 to 11-2-15, Interior(1) 11-2-15 to 11-8-0, Extericr(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 live load loading ,��>II I1111af�� applied roof shown covers rain requirements specific to the use of this truss component. Ql %�/ 4) Provide adequate drainage to prevent water ponding. ♦• ♦���' �O .•G ENS .• SQ��af�ej� .� � 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' -O. ♦ • V v 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �♦ NO 64043 go. 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 Qt=lb) l 1=306, 4=413. � 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. ♦♦ .40 R 1 O ��,�♦ NA; Andrew Jolins inPENoN943 MiTsk1184Inc: R Cert 6634 166P3 kngljAidge 6ad,6esferfield, MO63017 Dater 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 properlyincorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 14 PH 3 WATERSTONE T23669037 2743053 M Common Truss 1 1 Job Reference (optional) tsu9cers 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:6gDIOH2OVeg1Nk1sxoNemzyuULB-vbzvZHht_Plm?PTZ16nN6rOCx8TcQhBBLBMGtOzOPXq -1 4 0 5-0-0 10.0-0 11-41 ' 1-4-0 ' 5-0-0 5-0-0 Scale = 1:20.5 4x4 = 3x6 II 3x4 = i 1-4-0 5-0-0 10-0-0 1-41 1 3-8-0 5-0-0 Plate Offsets (X,Y)-- t5:0-0-4,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.85 Vert(LL) 0.20 7-14 >519 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) 0.17 7-14 >584 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 41 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) 5=0-3-8, 8=0-4-0 Max Harz 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 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 1-6-4, Interior(1) 1-6-4 to 5-0-0, Exterior(2R) 5-0-0 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 Lumber DOL=1.60 DOL=1.60 reactions shown; plate grip 3) Building Designer / Project for ,,�� EW JDy engineer responsible verifying applied roof live load shown covers rain loading requirements specific to the this truss ,� OQ�.•, ....� use of component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • `�� Q ; •• ��. SF•••,2 ♦♦0 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 N O: -04§43 will fit between the bottom chard 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�r 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. -,, ♦ % :` • �nlinl�• Andrew Joh*h PE No.64943 MITekU%-Inc: FL'CeA 6634 16M Wple Aldde Road, Chesler6eld, MO 63617 Date:• April 24,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 61192020 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 passible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TF11 quality Criteria, DSB-99 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 14 PH 3 WATERSTONE T23669038 2743053 M3 Hip Truss 1 1 Job Reference (optional) cunuers rustaource triant cny, t-Ll, rlant cny, rL - s:fb6r, 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 18:43:06 2021 Page 1 I D:6gD IOH2OVeg1 Nkl sxoNemzyuULB-NnXHmdiVliQccZ21bglce2xSSYlh9A81ao6pQSzOPXp 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 1-4-0 4x4 = Scale = 1:20.6 4x4 = I1 2x4 11 2x4 = 7-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020ITP12014 CS1. TC 0.55 BC 0.60 WB 0.10 Matrix -MS DEFL. in Vert(LL) 0.13 Vert(CT) -0.11 Horz(CT) -0.00 (loc) I/defl Lid 8 >793 240 8 >933 180 6 n/a n/a PLATES GRIP MT20 244/190 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 I O-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-4-0, 10=0-4-0 Max Harz 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=-3041305, 34=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 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) 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 6-114 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-5=54, 5-7=-54, 11-14=-20 Concentrated Loads (lb) Vert: 4=-12(F) 5=-12(F) 9=21(F) 8=-21(F) 18=1(F) 20=-B(F) ,1'111111:IIt'll# No 84943 Andrew,lohrueti PE No.84943 Miitk %lkFL'Cert6634 16(r4. virlgWRidgeRoad,Chesterfield,MO63617 Oates April 24,2021 AL 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 tha applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and 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 14 PH 3 WATERSTONE T23669039 2743053 PB Piggyback Truss 6 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:6gD IOH2OVegl Nkl sxoNemzyuU LB-rz5f_yj8WOYTEidy9XprBGTkfyLtuezRoSrNyvzOPXo 4-8-0 2-4-0 3x4 = Scale = 1:9.1 4-8-0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 4 n/r 120 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 FBC2020ITP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 2=2-8-14, 4=2-8-14 Max Harz 2=-37(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. PLATES GRIP MT20 2441190 Weight: 12 lb FT = 20% Structural wood sheathing directly applied or 4-8-0 oc purlins. Rigid ceiling directly applied or 1 G-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. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. ,,�11IIIIIfIfII �0. GGW .JO No .4943 �,,�•••� Q P • `�,,,� •.. 0 l .• .,�SS,O,N Andrew.109son PE No.84949 h�7ek 11% Inc; FL 6A U684 16023 Ninglity Mike Road, Chesterfield; MO63617 Date: April 24,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-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 Oty Ply LOT 14 PH 3 WATERSTONE 2743053 PB1 T23669040 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 .....v.,,�, ��•=a 1.nlenUivanicyuULD-JMUZbIKMNKgKssL;dlt-K4KTUvOMh6d5Dbl6bwULzOPXn 2-0-0 2-8-0 2-0-0 4- 0-8-0 2-00-0 -0 4x4 11 2x4 = 2x4 = Scale = 1:9.2 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSL DEFL. in ([cc) I/defl L/d PLATES GRIP TCDL 7.0 Lumber DOL 1.25 TC 0.07 BC 0.09 Vert(LL) Vert(CT) 0.00 4 n/r 120 0.00 4 n/r 120 MT20 244/190 BCLL 0.0 BCDL 10.0 Rep Stress Incr YES Code FBC2020/TP12014 WB 0.00 Matrix-P Horz(CT) 0.00 4 n/a n/a Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc 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; 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., GCpj=0.18; MWFRS (directional) and C-C Exterjor(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �lf'1111j1�/��, 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. ,��• QQIW JON/�/S •,� 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. licablelt �� .G.E,N • . O'�i No- 84943 :i . •<[/ 47 O 1.11111.. Andrew JohWI) PEP 04 M943 AU% Inc: Fl:Cert6W 16b:§MngW R164900ad'69teitjeld, Md 63617 Date: April 24,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not e 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 ANSLITF11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 14 PH 3 WATERSTONE T23669041 2743053 R2 Jack -Open Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 Ml l ek Industries, Inc. Wed Apr 21 18:43:uy 2u21 Hage - ID:ZYc6AOG NbVAf Fo43ovpJTgypvsQ-oMC QOekO2doBTOnKGyrJGhZ1 zl1 DMYTkGmKUOnzOPXm -1-10-10 3-1-8 _ 1-10-10 3-1-8 Scale = 1:10.7 3-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MP Weight: 13lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-8 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=0-8-0, 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- 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 bearing �(L111.1 ill'01"'il,' mechanical connection (by others) of truss to plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) � J0 I, 2=201. 7 Hanger(s)or other connection devices shall be provided sufficient to support O p pport concentrated load(s) 30 lb down and 84 Ito up at �, O •' • • • • • • • tr �� �. Ci.E,N V` F �•.2 �� 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. N,a; 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 7�r 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 �� •' ;� Q' �s �• '': Fj �`,����.`>� Andrew Johnson PE No.84943 MTekUSAilne LCed6634 1807J:SwingW Ridge Noad, agteifield, MO M17. Dots: - 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 weband/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/TP/1 Quality Criteria, DSB-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 Symbols PLATE LOCATION AND ORIENTATION 14- 314 Center plate on joint unless x, y offsets are indicated. 17-71 Dimensions are in ft-in-sixteenths. J�Apply plates to both sides of truss and fully embed teeth. O'11fi , For 4 x 2 orientation, locate plates 0- 'li ' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. " Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0 of O U o_ O F Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 0 X O 2 U IL JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal 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 ANSUTPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or puriins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIrrPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.