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HomeMy WebLinkAboutTruss>.. 258 Southhall Lane, Suite 200 F D Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com Website: www.fdseng.com ENOINEERINO ASSOCIATES March 23, 2021 Building Department Ref: Lot: Subdivision: Address: Model: KA # Truss Company: Date of drawings: Job No.: Wind Speed: Exposure: Truss Engineer: Adams Homes Lot 24 Blk. 2PH3 Fort Pierce - Waterstone 8304 Amalfi Circle FI 2265 A LHG 21-3000 Builders First Source 3/10/21 2706199 160 C Joaquin Velez To whom it may concern, 11 AiN ME` A We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, 3/23/2021 Carl A. Brown, P.E. FL. # 56126 3/23/2021 Scott Lewkowski, P.E. FL. #78750 �d��11s41ejd ?LO PiOA 10 8764 ST8d 9 OF ;4U ® .. e e e l�� e®01,,�, Luis Pablo T rres, P.E. FL. # 87864 FDS Engineering Associates, A TSG Company "Your Building Code Experts" 0- 0- _ : -Im ills �sls I I I I I III,I, 11 M1111I■I■ mills �llo M111111 IIII 1 • M11111■I■ism ri 1I • 1 ■■■ - NJ ■lii milk oil � ■,■ 11 1� ■I■� mil� ■I■� �;�.��� oil NJ 8'-0" Ceiling ■l l� sly - 41■ IN slO sly Is CONNECTORS SCHEDULE ROOF TRUSS Q Ip MODEL ROOF UPLIFT SYM 0 A* LUS24 / JUS24 895 / 835 490 /510 ILA 3 A HTU26 / THD26 3600 / 3470 1555 / 2330 ILA 0 B HTU28 / THD28 4680 / 5040 2140 / 2330 JLB 0 C HTU26-2 / THD26-2 3600 / 3355 2175 / 2340 J LJ 0 D HTU28-2 / THD28-2 4680 / 5005 3485 / 2595 1 J LD 0 E HGUS26-2 / THDH26-2 5320 / 5245 2155 / 2340 J LE 0 F HGUS28-2 / THDH28-2 7460 / 8025 3235 / 3330 J LI: 0 G HGUS26-3 / THDH26-3 5230 / 5245 2155 / 2340 J LG 0 H HGUS28-3 / THDH28-3 7460 / 7835 3235 / 4370 J L" 0 J THASR-1-29 / 9100 / 8990 4095 / 4370 J Li 28 3 X 8 NOP 121 Reviewed and Approved ❑ Revise and Resubmit ❑ Reviewed with Notations ❑ Not Reviewed (see explanation) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and speci5wtioas. This check is only for review of general conformance with the concept of the project and general compliance with the infommtion given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of c0nstruction; coordinating his work with that ofall other trades and performing his work m a safe and satisfsetorymmacr IDS ENGINEERING ASSOCIATES DaW 0312312021 By: BH Subminal No.: Project No.: 21-3000 Project Eng.: Luis Toms/ Project Name: Adams Homes -Ft. Pierce- Watcestonc Lot 24 BIk. 2PH3 VERIFY ALLDMENSIONS AND COUNG COND71ONS PRORTO APPROVAL SOME CEIUNG FRAMING REQUIRED IN FIELD BY BDLDER MAIN WIND FORGE RE516nN0 6Y6TEMICL NYBRID WIND ASCET-18 ENCLOSED IMPORTANT EXPOSURE CATEGORY C OCCUPANCY CATEGORY 0 This Drawing Must Be Approved And WDID LOAD 160 MPH W ND IMPORTANCE FACTOR IAD Returned Before Fabrication Will TRUSSES HAVE BEEN UESIONED FOR A 10.0 PSF BOTTOM CHORD LNE LOAD Begin. For Your Protection Check All NONCONCURREJT WNH A OTHER LIVE LOADS Dimensions And Conditions Prior To APBELO 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 By Date BCDL: 10 PSF BCDL: 5 PSF TOTAL: 37 PSF TOTAL: 55 PSF DURATION: 1.26 DURATION: 1.00 CAUTION!!! 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. (ie. 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 --- 1B'-0' Bearing ®10'-0' Bearing 11'4" Bearing BUILDER: Adams Homes PROJECT: Single aml y BLOCK MODEL: 2265 A ADDRESS: 8304 AMALFI CIR LOTIBLOCK: 242PH3 SUBDIVISION: WATERSTONE CITY: I PORT ST LUCIE DRAWN BY: K SANCHEZ JOB tR : 2706199 DATE: 03/09/2021 SCALE: NTS PLAN DATE: 2021 REVISIONS: 1.DEC 2020 2. 3. 4. 4408 Airport Road Plant City, FL 33563 Ph. (813) 305-1300 Fax (813)305-1301 FILE C. M ]Tek'V I r- i� pnF COMPLIANCE RE: 2706199 ST. W` � OU WYk USA, Inc. LOT 24/2PH3 WATERSTONE 6,994 Parke East Blvd. 0B0CC.6/Zffq?4FL 33610-4115 Site Information: Customer: Adams Homes Port St Lucie Protect Name: 2706199 Lot/Block: 24/2PH3 Model: 2265 A Address: 8304 AMALFIE CIR Subdivision: WATERSTONE City: FT PIERCE State: FL General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special Loading Conditions): Design Coder 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 42 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 T23137462 A 3/10/2021 21 T23137482 D9 3/10/2021 2 T23137463 Al 3/10/2021 22 T23137483 D11 3/10/2021 3 T23137464 A3 3/10/2021 23 T23137484 D13 3/10/2021 4 T23137465 A5 3/10/2021 24 T23137485 D15 3/10/2021 5 T23137466 B7 3/10/2021 25 T23137486 D17 3/10/2021 6 T23137467 B9 3/10/2021 26 T23137487 D19 3/10/2021 7 T23137468 B11 3/10/2021 27 T23137488 D21 3/10/2021 8 T23137469 B13 3/10/2021 28 T23137489 E3 3/10/2021 9 T23137470 B15 3/10/2021 29 T23137490 E7 3/10/2021 10 T23137471 B17 3/10/2021 30 T23137491 E7V 3/10/2021 11 T23137472 B19 3/10/2021 31 T23137492 FG. 3/10/2021 12 T23137473 B21 3/10/2021 32 T23137493 G 3/10/2021 13 T23137474 C1 3/10/2021 33 T23137494 G1 3/10/2021 14 T23137475 C1P 3/10/2021 34 T23137495, G7 3/10/2021 15 T23137476 C1V 3/10/2021 35 T23137496 G9 3/10/2021 16 T23137477 C3 3/10/2021 36 T23137497 M 3/10/2021 17 T23137478 C3V 3/10/2021 37 T23137498 M3 3/10/2021 18 T23137479 C5 3/10/2021 38 T23137499 PB 3/10/2021 19 T23137480 C5V 3/10/2021 39 T23137500 PB1 3/10/2021 20 T23137481 D7 3/10/2021 40 T23137501 R3 3/10/2021 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. Florida COA: 6634 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSIfrPI 1, Chapter 2. 1 of 2 • 111111111/�� ��OPOU 4NVF ,'i,. .` G E:N N o, g•j � lr r � � T,E OF S f. N`� Joagiiln 1lelez:PE;Wo.6818P; MiTek USA„Inc..FL Cart 663i. 6904 Faike,East Bivd. Tampa FL 336.10 Velez, Joaquin March 10, 2021 M1f MITeW MiTek USA, Inc. RE:- 2706199 - LOT 24/2PH3 WATERSTONE 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Project Customer: Adams Homes Port St Lucie Project Name: 2706199 Lot/Block: 24/2PH3 Subdivision: WATERSTONE Address: 8304 AMALFIE CIR City, County: FT PIERCE _ State: FL No. Seal# Truss Name Date 41 T23137502 R7 3/10/2021 42 T23137503 VR7 3/10/2021 2 of 2 Job Truss Truss Type Qty Ply LOT 24/2PH3 WATERSTONE T23137462 270W99 A PIGGYBACK BASE TRUSS 4 1 Job Reference (option Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Tue Mar 9 09:00:29 2021 Page 1 ID:6gDlOH2OVeglNklsxoNemzyuULB-36HgYFOpBIL_FjVPAv1EGwNYVfLL2aPu6yG F4zciDm .1-4•Q 5-7-0 8-11 0 14-11-8 2I-0-0 25-B-0 31-5-12 37-4-9 42-7 8 44-0-0 1-4-0 5_7� 3-3-10 6-0 8 6-0-8 4-8.0 5.9. 5-10-13 5-2-15 1-4-8 5x6 = 1d 3x4 = 46 = 8x14 MT20HS 17-3-8 5x6 = Scale = 1:80.4 LOADING _(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.43 18-21 >247 240 MT20 244/190 TCDL 7.0 Lumber DOL. 1.25 BC 0.63 Vert(CT) 0.36 18-21 >291 . 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) 0.07 10 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 237lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied, except BOT CHORD 2x4 SP No.t 'Except 2-0-0 oc purlins (6-0-0 max.): 6-7. 2-18: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-17. 6-16, 8-14 REACTIONS. (size) 2=0-8-0, 18=0=3-0, 10=0-7-8 Max Horz 2=419(LC 1:1) Max Uplift 2=544(LC 12), 18=1003(LC 12), 10;-839(LC 12) Max Grav 2=407(LC 23), 18=1932(LC 17), 10=1600(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-364/693, 3-4=-243/503, 4-5=271/672, 5-6=-1616/1224, 6-7=-1524/1145, 7-8=-173711175, 8-9=2612/1443, 9-10=-2842/1563 BOT CHORD 2-1B=-639/242, 17-18=-1725/640, 4-17=320/292, 16-17=-689/1454, 14-16=-498/1406, 12-14=-951/1955,10-12=-1270/2497. WEBS 3-18=-286/516, 5-17=-1873/589, 5-16=0/314, 6-16=1 96/268,.6-14=1 05/464, 7-14=232/504, 8-14=7831556, 8-12=-120/611, 9-12=354/345 NOTES- 1) Unbalanced roof live loads have been considered for this design. ,� f 1111 fyl. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. V�N V .*, ,�0 ' II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2E) % �I 21-0-0 to 25-8-0, Exterior(2R) 25-8-0 to 31-6-8, Interior(1) 31-6-8 to 44-0-0 zone; porch left exposed;C-C for members and forces & �, `SF �✓ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 �� V� . 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific � N,o ::681'82: ' •:. to the use of this truss component. � - - � * c 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 alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �� :• S F ((7 will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide truss to bearing ��� T XI P mechanical connection (by others) of plate capable of withstanding 544 lb uplift at joint 2, 1003 lb uplift at �� �� Fi 1 �• joint 18 and 839 lb uplift at joint 10. •� ,0 `+ �� 9) This truss design requires that a minimum of 7/16" structural woad sheathing be applied directly to the top chord and 1/2" gypsum�� sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size orthe orientation of the purlin along the top and/or bottom chord. >Blvd. Tampa FL W,10 March 9,2021 A WARNING - Verify design parameters ands READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 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 ANSIITP11 Duality Criteria, DSB-89 and BCSI Building Component 6g04 Parke East Blvd. _ Safety Information available from Truss. Plate Institute, 2670 Crain Highway, Suite 203.Waldod,.MD 20601 -- - Tampa; FL 36610 - Job Truss Truss Type Qty Ply LOT 24/2PH3 WATERSTONE. T23137463 270F.199 ) Al PIGGYBACK BASE TRUSS 1 1 Job Reference o lional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Tue Mar 9 09:00:33 2021 Page 1 ID:6gDIOH2OVeg1 Nkl sxoNemzyuU LB-ytWBNdRJFXrQkLpAPk6AQmY8fGet_NNT1 aECOszciDi T1-4-Q 5-6-9 8-0-12 14-6-1 21-0-0 25-8-0 31-5-12 37-4-9 42-7-8 514-0-0 114-0 5-6-96-55 6-5-15 4-8-0 5-9-12 5-10-13 5-2-15 M 0 " 18 4A8 = 8-0-12 6x9 — 5x6 = 5x6 = Scale = 1:80.4 1�0-12 16-10-6 25-M 34-3-0 42-7-8 0-12 8-9-10 8-9-10 8-7-0 8-4-8 Plate Offsets (X,Y)--[4:0-3-0,0-3-01,[6:0-3-0,0-2-0],[7:0-3-0,0-2-0),[8:0-3-0,0-3-01 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 0.74 Vert(LL) 0.39 18-21 >244 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) 0.33 18-21 >287 180 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.09 10 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 236 lb FT=20%o LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except BOT CHORD 2x4 SP No.2 2-0.0 oc purlins (4-7-8 max.): 6-7. WEBS 2x4 SIR No.3 BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-17. 8-14 REACTIONS. (size) 2=0-8-0, 10=0-7-8, 18=0-3-8 Max Horz 2=419(LC 11) Max Uplift 2=497(1_C 12), 10=852(LC 12), 18=1000(1_C 12) Max Grav 2=368(LC 23). 10=1628(LC 18), 18=1941(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-336/556, 3-4=-247/445, 4-5=295/619, 5-6=-1778/1268, 6-7=-1584/1166, 7-8=-1804/1198,8-9=-2674/1466,9-10=2903/1586 BOT CHORD 2-18=-507/184, 17-18=-1729/650, 4-17=317/278, 16-17=-758/1657, 14-16=-526/1508, 12-14=-972/2013,10-12=-1290/2552 WEBS 5-17=-1987/667, 5-16=-60/347, 6-16=-220/381, 6-14=88/423, 7-14=-247/549, 8-14=780/558, 8-12=-120/605, 9-12=-353/344, 3-18=-255/452 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) IExp CS En I ,1GCpi I0 18; MPWFRS (directional) and C-C Exter�ior(2E) -1-4-0 toB2-8-0, Interior(l) or(1) 2-8-0 to 21-0-0, Exterior(2E)' Cat. QV 1 N VI�9* 21-0-0 to 25-8-0, Extedor(2R) 25-8-0 to 31-6-8, Interior(1) 31-6-8 to 44-0-0 zone; porch left exposed;C-C for members and forces & ,� OQ° �F • I� MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 �.� J �G E N g; 3) Building Designer / Project engineer responsible for verifying applied roofdive 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. "O 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 497 lb uplift. at joint 2, 852 lb uplift at „0ST' OF W+ joint 10 and 1000 lb uplift at joint 18. .0 1� • 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 .��'f� sheetrock be applied directly to the bottom chord. t�� 's R. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. I� s� . •'�` �Y -dDatiuiglleje PE.No:681$2 MiTek USAJhc..FL Cert 6634. 6904:Parke; ' iiBlvtJAampa FL 33610 D1ife March 9,2021 ® wARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511.92020 BEFORE USE.° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must, verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and buss systems,. see ANSI/rP/1 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. .SafetyInformation available from Truss. Plate Institute, 2670 Crain. Highway, Suite 203 Waldorf, MD 20601 _ _ -Tampa; FL 36610 Jab Truss Truss Type Qty Ply LOT 24/2PH3 WATERSTONE, T23137464 2705199 ,t A3 PIGGYBACK BASE TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Tue Mar 9 09:00:37 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-gemhD_UgJIMrDy6yeaA7bbjrsu?4v9Z3yCCPXdzciDe T1.4-Q 4-10-12 7-2� 13-10-6 21-0-0 25-8-0 31-5-12 37-4-9 42-7-8 V-0-0 1-4-0 4-10-12 2-3 8 6-8-2 7-1-10 4-8-0 5-9-12 5-10-13 5-2-15 1-4-8 M O 5x6 = " 18 3x6 6x8 = 5x6 = 6-10-6 7� 15-5-9 25-8-0 34-3-0 42-7-8 6.10-0 0- 4 8-35 10-2-7 8-7-0 8-4-8 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 TCDL 7.0 Lumber DOL 1.25 BC 0.90 BCLL 0.0 Rep Stress Incr YES WB 0.77 BCDL 10.0 Code FBC2020rrP12014 Matrix -AS LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except 4-18: 2x4 SP No.3, 15-17,13-15: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-7-8, 18=0-3-8 Max Horz 2=419(LC 11) Max Uplift 2=445(LC 12), 10=866(LC 12), 18=-1000(LC 12) Max Grav 2=340(LC 23), 10=1663(LC 18), 18=1923(LC 17) DEFL. in (loc) I/defl Lid PLATES GRIP Vert(LL) 0.2418-21 >345 240 MT20 244/190 Vert(CT) -0.59 14-16 >725 180 Horz(CT) 0.09 10 n/a n/a BRACING - TOP CHORD BOT CHORD WEBS FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-353/449, 3-4=-282/420, 4-5=355/556, 5-6=-1994/1364, 6-7=-166111186, 7-8=-1890/1221,8-9=2744/1493,9-10=-2974/1612 BOT CHORD 2-18=-417/172, 17-1 8=-1 745/709, 4-17=348/305, 16717=-834/1909, 14-16=-561/1610, 12-14=-995/2083, 10-12=-1313/2616 WEBS 5-17=-2131/760, 5-16=-125/387, 6-16=-288/516, 6-14=-86/429, 7-14=266/604, 8A4=771/561,8-12=-123/591,9=12=-354/343,3-18=-216/388 Scale = 1:80.4 Weight: 234 lb FT = 20% Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-6-3 max.): 6-7. Rigid ceiling directly applied. 1 Row at midpt 5-17. 6-14, 8-14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-116; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2E) 21-0-0 to 25-8-0, Exterior(2R) 25-8-0 to 31-6-9, Interior(1) 31-6-9 to 44-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 445 lb uplift at joint 2, 866 lb uplift at joint 10 and 1000 lb uplift at joint 18. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. No ;081;82 r :r :9 S rTE,F Z.• O'N A' J6aquifi Velez'PE.Nd.68182 Wek M', Inc..FL 6&6614. 6909:Parke East Blvd. Tampa FL 33610 Date: March 9,2021 ® WARNING - Verily 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 temporaryand permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 quality Criteria, DSB-89 and 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 24/2PH3 WATERSTONE T23137465 2706199 t A5 PIGGYBACK BASE TRUSS 1 1 Job Reference c tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Tue Mar 9 09:00:42 2021 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-BcZaGiYz71_8Jj7vR7mllfQhsviSaQOo6UwADgzciDZ T1-4-Q 6-3-0 13-7-12 21-0-0 25-8-0 31-5-12 37-4-9 42-7-8 44-01 i-4-0' 6-3-0 7-4-12 7-4-4 4-8-0 5-9-12 5 10-13 5-2-15 1-4 8 L' 18 3x6 _ 4x6 II 12 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-18: 2x4 SP No.3 WEBS 2x4 SP No.3 5x8 = 6.00 12 5x6 = Scale = 1:82.6 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.65 Vert(LL) -0.28 11-13 >999 240 MT20 244/190 BC 0.95 Vert(CT) -0.49 11-13 >B97 180 WB 0.79 Horz(CT) 0.09 9 n/a n/a Matrix -AS Weight: 238 lb FT = 20% BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlihs (4-6-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-14. 5-13, 7-13 REACTIONS. (size) 2=0-8-0, 18=0-3-8, 9=0-7-8 Max Horz 2=419(LC 11) Max Uplift 2=-367(LC 12), 18=1026(LC 12), 9=-878(LC 12) Max Grav 2=268(LC 23), 18=1957(LC 17); 9=1679(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-355/467, 3-4=-2181/1266, 4-5=-1832/1204, 5-6=167311207, 6-7=-1903/1244, 7-8=-2790/1508, 8-9=3018/1628 BOT CHORD 17-18=1929/992; 3-17=-1816/1030, 16-17=-167/266, 14-16=87512114, 13-14=-571/1706, 11-13=-1012/2111, 9-11=-1328/2653 WEBS 3-16=-720/1869,4-14=-498/383,5-14=-150/478,5-13=-165/283,6-13=-276/615, 7-13=793/556, 7-11 =-1 16/622, 8-11 =-348/344 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second.gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-&0, Interior(1) 2-8-0 to 21-0-0, Exterior(2E) 21-0-0 to 25-8-0, Exterior(2R) 25-8-0 to 31-6-9, Interior(1) 31-6-9 to 44-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 367 lb uplift at joint 2, 1026 lb uplift at joint 18 and 878 Ito uplift at joint 9. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" 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. March 9,2021 ® WARNING - Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511M020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ' ANSI/TP11 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 Qty Ply LOT 24/2PH3 WATERSTONE T23137466 270P199 / B7 HIP TRUSS 1 2 ' Job Reference o tional nuuaers rusmource (Plant idly, I-L), Plant lacy, rL - &Mt, 8.43U s Feb 12 ZUZ1 MI I eK Industries, Inc. I ue Mar 9 U9:01:10 2021 Page 1 ID:6gD IOH2OVeg 1 Nkl sxoNemzyuU LB-M_FABGtXXuWAgl8H4OGsQZaT_BFZ84bwYrifCCzciD7 1-4-0 3-9-4 7-1-0 13-5-6 1940-12 26-4-2 32-9-a 36-2-12 39-1-112..: 8 0 42-11-7 46-6-0 8-0 3-2-12 6-5-6 6-5-6 6-5-6 6-5-6 3-5-4 2-10-15 6- 3-3-7 3-E-9 Scale = 1:84.8 Sx6 = 6.00 12 3x8 = 5x6 = 3x6 = 5x8 = 5x8 = - 4 28 29 5 30 31 32 336 34 35 36 377 38 39 40 8 41 42 9 2x4 3 1.5x8 STP — M 1 2 O - 4x6 = 21 43 44 20 19 45 46 47 48 18 4917 50 51 5216 53 54 55 15 3x8 = 3x8 MT20HS = 3x8 =3x8 = 4x6 = 3x6 II 2x4 II 2x4 = 10 c� 1.5x8 STP = o Io � 11 12 O 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 0.70 BC 0.98 WB 0.84 Matrix -MS DEFL. in (loc) I/deft L/d Vert(LL) 0.31 18-19 >999 240 Vert(CT) -0.45 18-19 >905 180 Horz(CT) 0.10 15 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 470lb FT=20% LUMBER- BRACING- . TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6.10 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=172(LC 7) Max Uplift 2=1163(1_C 9), 15=1651(LC 8), 11=475(LC 8) Max Grav 2=2308(LC 1), 15=3688(LC 1), 11=815(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4561/2116, 3-4=-4416/2029, 4-5=-3995/1893, 5-6=-5496/2685, 6-7=-5496/2685, 7-8=-3776/1917;8-9=145/457,9-10=-2154/778,10-11=-2334/1017 BOT CHORD 2-21=-1745/4030; 19-21=-2408/5562, 18-19=2408/5562, 16-18=-1636/3776, 14-15=-3463/1608,8-14=-2636/1444,13-14=-520/2273,11-13=-791/2226 WEBS 3-21=-269/173, 4-21=-492/1478, 5-21=-1799/924, 5-19=0/470, 6-18=-655/578, 7-18=881/1965, 7-16=-1616/1028, 8-16=1959/4416, 9-13=124/1133', 10-13=476/275, 9-14=2801 /869 NOTES- �1111!/II�I 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: l N Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. �Q`Qv Bottom chords connected as follows: 2x4 - 1 row at 0-8-0 oc. : Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. �� �.�' SF �i . 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 connections to NQ `6,81;t32' •.' ply have been provided distribute only loads noted as (F) or (B), unless otherwise indicated. *.�. �_ 3) Unbalanced roof live loads have been considered for this design. 7k. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 �'fl : :,�.a. 5) Building Designer / Project engineerresponsible for verifying applied roof live load shown covers rain loading requirements specific �9 ST O F to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. %�y & 7) All plates are MT20 plates unless otherwise indicated. �-0 R This truss lie t ere live N A �; `N _ t truss has been designed for a load of 20.Opsf ann the bottom chord all areas where a 9) Thisrectangle 3-6-0 tall by 2-0-0 wide - O will fit between the bottom chord and any other members. 10) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Joti 16Vele PE-Vii:68182 capacity of bearing surface. Mffek llSA',,M6. _FL Cett 6634. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1163 lb uplift at joint 2, 1651 lb uplift at W4:Paflie;E2et Blvd'. Tafripa FL 33610 joint 15 and 475 lb uplift at joint 11. f)ate Continued on page 2 March 9,2021 A WARNING -Verify design parameters endREAD NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE MII4478 rev. 5/192020 BEFORE. USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chard members only. Additional temporary and permanent bracing 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/7P/1 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 _ - - Tampa, FL 36610 Job Truss Truss Type Oty Ply LOT 24/2PH3 WATERSTONE T23137466 270§199 y B7 HIP TRUSS 1 Job Reference (optional) tsunaers rlrsiJource trlant uty, t-Ll, mant Ulty, rL - 335tiI, 8.430 s Feb 12 2021 MiTek Industries, Inc. Tue Mar 9 09:01:10 2021 Page 2 ID:6gDIOH2OVeglNklsxoNemzyuULB-M_FABGiXXuWAgl8H40GsQZaT_BFZ84bwYrifCCzciD7 NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 125 lb down and 108 lb up at 7-0-0, V lb down and 108 lb up at 9-0-12, 87 lb down and 108 lb up at 11-0-12, 87 lb down and 108 lb up at 13-0-12, 87 lb down and 108 lb up at 15-0-12, 87 lb down and 108 lb up at 17-0-12, 87 lb down and 108 lb up at 19-0-12, 87 lb down and 108 lb up at 21-0-12, 87 lb down and 108 lb up at 23-0-12, 87 lb down and 108 lb up at 23-7-4, 87 lb down and 108 lb up at 25-7-4, 87 lb down and 108 lb up at 27-7-4, 87 lb down and 108 lb up at 29-7-4, 87 lb down and 108 lb up at 31-7-4, 115 lb down and 118 lb up at 35-7-4, and 115 lb down and 118 lb up at 37-7-4, and 179 lb down and -198 lb up at 39-8-0 on top chord, and 364 lb down and 85 lb up at 7-0-0, 65 lb down at 9-0-12, 65 lb down at 11-0-12, 65 lb down at 13-0-12, 65 lb down at 15-0-12, 65 lb down at 17-0-12, 65 lb down at 19-0-12, 65 lb down at 21-0-12, 65 lb down at 23-0-12, 65 lb down at 23-7-4, 65 lb down at'25-7-4; 65 lb down at 27-7-4, 65 lb down at 29-7-4, 65 lb down at 31-7-4, 121 lb down and 113 lb up at 33-7-8, 83lb down at 35-7-4, and 83 lb down at 37-7-4, and 424 lb down and 72 lb up at 39-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of. others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-9=-54, 9-12=-54, 15-22=20, 13-14=-20, 13-25=-20 Concentrated Loads (lb) Vert: 4=-125(F) 15=-121(F) 21=-364(F) 9=-179(F) 28=-87(F) 29=-87(F) 30=87(F) 31=-87(F) 32=-87(F) 33=-87(F) 34=-87(F) 35=-87(F) 36=-87(F) 37=-87(F) 38=-87(F) 39=-87(F) 40=87(F) 41=-115(F) 42=-115(F) 43=-40(F) 44=-40(F) 45=-40(F) 46=-40(F) 47=-40(F) 48=40(F).49=40(F) 50=-40(F) 51=40(17) 52=-40(F) 53=-40(F) 54=-40(F) 55=-40(F) 56=-61(F) 57=-61(F) 58=-424(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7478 rev. 511.92020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a Vuss 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 ANSLITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute, 2676Arain.Highway, Suite 203 Waldorf, MD 20601 _ __ _ _ Tampa, FL 36610. - Job Truss Truss Type Qty Ply . T23137467 270�199 1 B9 HIP TRUSS 1 1 �IOT24121`1­13WATERSTONE Job Reference (optional) - • •• ^mow, J. „ ly, - o.vau a reo I L Luz i ml i ex Inaustrles, Inc. I ue mar a ua:u1:11 2u21 Page 1 ID:6gD 10H2OVeg1 Nk1 sxoNemzyuU LB-gbpYMcu91Cel IAiUejn5zm7eObdutWl3mVRDkfzciD6 1-4- 4-9-0 9-0-0 17-3-1 25-6-2 33-9-0 37-8-0 41-11-7 46-8-0 JP 4-0 4-9-0 4-2-12 8-3-1 8-3-1 8-3-2 3-10-12 4-3-7 4-8-9 4- 5x6 = 6.00 12 Scale = 1:84.8 5x8 = 5x6 = 3x4 = = 28 29 5 3031 6 32 7 33 8 5x6 1y 18 17 16 15 14 4x6 = 3x8 = 3x8 = 2x4 II 3x8 MT20HS = 3x6 = 6x8 = 3.50112 4x6 RN LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.66 BC 0.84 WB 0.89 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Lid 0.25 17 >999 240 -0.33 15-17 >999 160 0.11 14 We n/a PLATES MT20 MT20HS Weight: 235lb GRIP 244/190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied. 7-14: 2x4 SP No.3 WEBS 1 Row at midpt 5-19, 5-15, 6-14 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0, 14=0-3-0 Max Horz 2=213(LC 11) Max Uplift 2=823(LC 12), 10=406(1_C 12), 14=944(LC 12) Max Grav 2=1297(LC 21), 10=536(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=-2311/1522, 3-4=-2066/1330, 4-5=-182411275, 5-6=-1646/1206, 6-7=-56/260, 8-9=-762/470, 9-1 0=-1 244/939 BOT CHORD 2-19=-1206/2062, 17-19=-1245/2306, 15-17=-1246/2306, 14-15=-835/1629, 13-14=-761/518,7-13=-370/390,12-13=59/324,10-12=-755/1114 WEBS 3-19=-327/359, 4-19=-234/600, 5-19=-650/380, 5-17=0/313, 5-15=-761/464, 6-15=126/609, 6-14=1973/1108, 8-13=629/359, 8-12=-179/533, 9-12=-471/568 NOTES- 1) Unbalanced roof live loads have been considered for this design. ��1II I1.11Yi 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp Encl., ��A�� vIN C; GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 � to 14-7-14, Interior(1) 14-7-14 to 37-8-0, Exterior(2R) 37-8-0 to 43-3-14, Interior(1) 43-3-14 to 48-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 DOL=1.60 `��, ,� �'G E N S • '�j, plate grip 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the of this truss NO use component. 4) Provide adequate drainage to prevent water ponding. ,6,81.:82 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 ?j ••• S OF 4& will fit between the bottom chord and any other members. 8) Bearing atjoint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Q �j'� 'CX capacity of bearing surface. Provide on (by ers) of russ to bearing ate capable of g 823 uplift at joint 2, 406 lb 10 int 14. ndi ���s A4,10 , tr truss designint and requiresrequ esat cth t 10)oThi minimum oft7/16" structural wood sheathing be applied directly het p chord and /2" gyp um 1O,N sheetrock be applied directly to the. bottom chord. JoAquIfi VelBZ PENo.68182 MIfek USA;.Inc .FL 6rt'6634. 6904Paf.ie;East•Blvd Tampa FL 93610 Dafei March 9,2021 -- ® WARNING -Verify design parameters and .READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7478 rev. 5/192020 BEFORE USE. ��' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information- available from Truss Plate Institute, 2670 Crain.Highway, Suite 203 Waldorf, MD 20601 . - - - Tampa, FL- 36610- - Job Truss Truss Type Qty Ply LOT 24/2PH3 WATERSTONE. T23137468 270P199 B11 Hip Truss 1 1 Job Reference (optional) ••- • •••••�•-•• -� v ^n •-n w- o ou s reu is cuc i ivu i en inuusrnes, inc. i ue mar a ua:uu:,rr tun rage l ID:6gD IOH2QVegl Nk1 sxoNemzyuU LB-XZMTJPb5ygcRQUttEgMT7i7a?W QFFefXFmdxu2zciDU 1-4- 5-9-4. 11-0.0 1&3-3 25-6-5 33-9-4 358-0 39.1-11 0-10-942-8-5 4E-8-0 1-0 5-2-10 7-3-3 7-3-3 8-2-15 -10-12 3-5-11 1-9-13 1-9.12 3-11-11 5x8. _ 6.00 12 4 O 2x4 II 5x8 = 3x4 11 5x6 = 28 5 29 30 6 31 732 8 Scale = 1:84.6 c? 0 TP = ,h 0 0 10 I¢ N O _ 2x4 11 3x8 MT20HS = 3x8 = 2x4 11 6x8 = 4x6 4x6 zz- 3x6 = 3x8 = 3.50 Ll2 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/TPl2014 CSI. TC 0.56 BC 0.84 WB 0.98 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl L/d -0.19 16-18 >999 240 -0.33 16-18 >999 180 0.10 13 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 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 Harz 2=248(LC 1:1) Max Uplift 10=-280(1_0 12), 2=821(LC 12), 13=-959(LC 12) Max Grav 10=563(LC 18), 2=1542(LC 17), 13=2028(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2750/1460, 3-4=-2229/1271, 4-5=-2147/1357, 5-6=-214711357, 8-9=-1036/597, 9-10=1420/898 BOT CHORD 2-19=-1217/2579, 18-19=-1217/2579, 16-18=-854/2064, 14-16=671/1611, 13-14=-673/1602, 12-13=-827/544, 7-12=369/375, 10-11=-745/1296 WEBS 3-18=-602/417, 4-18=-124/546, 4-16=-228/378, 5-16=419/439, 6-16=-398/778, 6-14=0/421, 6-13=-2035/968, 8-12=-508/287, 9-11=-440/502, 8-11=438/1033 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Exterior(2R) 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 35-7-9, Exterior(2R) 35-7-9 to 41-0-13, Interior(1) 41-0-13 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) 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 alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 280 lb uplift at joint 10, 821 lb uplift at joint 2 and 959 lb uplift at joint 13. 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. %0 P' XI N 46 .68... °S OF 46a4uin,Velez PE Nd.68182 MiTek USAJnc,.FL'Ce. 634 69091Pa(ke,Eiii Blvd ,tali pa FL 33610 Dife March 9,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLIII]ED 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 far an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 PaEast Safety Information availabie.6omTruss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD Parke East Blvd. _ 20601 _ _ _ — - Tampa, rk - - Job Truss Truss Type Qty Ply LOT 24/2PH3 WATERSTONE T23137469 2705199 r 813 Hip 1 1 Job Reference (olotional ouuue,a ruawuw cc lne. a ­y, r�/, Warn v Ry, rL-oa00r, 0.9JU s reD 12 ZUZI ml I eK Inoustfres, Inc. I ue mar 9 U9:UD:b1 2U21 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-QKc 9nfc036su6BeTWQP9YIGHXrfBVN7ANb91pzciDQ -Q. 6-9-0 13-0-0 19-11-4 26-8-12 33-8-0 39-1-11 46-8-0 i-4 0 6_51 6-2-12 . 6-11-4 6-9-8 6-11-4 5-5-11 7-6-5 6.00 12 6x8 = 7x10 = 5x8 = 4 28 5 29 30 6 31 6x8 = 7 TIP = 9 19 1O 17 39 in 15 S0 14 13 12 3x8 MT20HS = 3x6 = 3x8 = 3x8 = 3x6 = 4x10 MT20HS I 4x6 ZZ 4x6 2x4 11 3.50112 6-9-4 39-1-11 Scale = 1:86.2 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCOL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.54 BC 0.68 WB 0.81 Matrix -AS DEFL. in (loc) I/defl L/d Vert(LL) 0.15 10-22 >999 240 Vert(CT) -0.25 15-17 >999 180 Horz(CT) 0.07 13 n/a n/a PLATES MT20 MT20HS Weight: 276 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except TOP CHORD Structural wood sheathing directly applied. 4-5,5-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 `Except 3-5-0 oc bracing: 11-13 7-13: 2x4 SP No.3 WEBS 1 Row at midpt 4-15, 6-11 WEBS 2x4 SP No.3 REACTIONS. (size) 9=0-8-0, 2=0-8-0, 13=D-3-8 Max Horz 2=288(LC 1.1) Max Uplift 9=-190(LC 12), 2=-782(LC 12), 13=-1084(LC 12) Max Grav 9=381(LC 18). 2=1485(LC 17), 13=2290(LC 18) FORCES. (lb) -Max. CompdMax. Ten. -.All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2565/1347, 3-4=-1913/1119, 4-5=-1583/1071, 5-6=-1581/1068, 6-7=-164/695, 7-8=-512/522, 8-9=385/230 BOT CHORD 2-19=-1101/2436, 17-19=-1103/2430, 15-17=-674/1788, 14-15=318/970, 11-13=-2171/1232, 7-11=-943/657, 10-11=-746/588, 9-10=-147/334 WEBS 3-19=0/268, 3-17=-749/493, 4-17=-156/622, 5-15=-403/418, 6-15=-496/984, 11-14=-348/988, 6-11=-1848/1023, 7-10=854/1372, 8-10=-498/562 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(2R) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 33-8-0, Exterior(2R) 33-8-0 to 39-3-14, Interior(1) 39-3-14 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) This:truss has been designed for a 1.0.0 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) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 lb uplift at joint 9, 782 lb uplift at joint 2 and 1084 lb uplift at joint 13. 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. 46 i March 9,2021 -- ® WARNING -Verify design parameters and IREAD NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE MII4477 rev. S/t92020 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 ANSLITP11 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 24/2PH3 WATERSTONE T23137470 2706199 � � B15 � HIP TRUSS 1 1 . ' 1 Job Reference (optional) CJ O ,..+,,,,�,.,,. ,,.. �,.c..c,u.c,.ro euci reyci ID:6gD IOH2OVeg1 Nk1 sxoNemzyuU LB-lMS WMg2_Rk_1 gAWMTG6kKym iMQ5Sl3_rm862aZzchvp r1-4-q 5-7-0 8-"-o 15-0-0 23.4-0 31-8_0 36-4-12 41-5-0 1-4-0 5-7-0 3-3-11 6-1-0 8-4-0 8-4-0 4-&12 5-0-4 5x8 6.00 r12 5x8 = 5x8 = 5 27 28 629 30 31 7 17 3x6 = 6x8 = Scale = 1.:76.7 ridre lnrsels In Ti-- Iz:u-z-lz,u- -ts1. 14:u-s-u U-6-ul lb:u-o-8 U-2-41 16.0-4-00-3-Ot [7:0-5-8 0-2-41 [10:0-7-12 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.68 Vert(LL) 0.34 17-24 >311 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) 0.25 17-24 >418 180 BCLL 0.0 Rep Stress lncr YES WB 0.94 Horz(CT) 0.06 10 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight:'219 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. 4-17: 2x4 SP No.3 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 -< 2-10-9 REACTIONS. (lb/size) 10=1204/Mechanical, 2=388/0-8-0 (min. 0-1-8), 17=1545/0-3-0 (min. 0-2-2) Max Harz 2=277(LC 11) Max Uplift 10=-686(LC 12), 2=489(LC 12), 11=-1043(LC 12) Max Grav 10=1438(LC 18), 2=407(LC 23), 17=1788(LC 17) FORCES. (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-25=-281/346, 3-25=-247/358, 3-4=1241292, 4-26=1489/933, 5-26=-1479/457, 5-27=-2079/1363, 27-28=-2079/1363, 6-28=-2079/1363, 6-29=-2079/1363, 29-30=-2079/1363, 30-31=2079/1363, 7-31=-2079/1363, 7-8=-2037/1197, 8-32=-210611277, 9-32=2149/1269, 9-10=385/107 BOT CHORD 2-33=425/241, 17-33=425/241, 16-17=1588/733, 4-16=-1491/763, 15-16=-189/91, 15-34=-611/1326, 14-34=-611/1326,13-14=-611/1326,12-13=-824/1756,11-12=824/1756,10-11=-1001/1829 WEBS 4-15=502/1400, 5-15=-267/277, 5-13=-510/997, 6-13=-507/517, 7-13=-271/468, 7-11=0/384, 8-11=-118/224, 3-17=279/397 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Exterior(2R) 15-0-0 to 20-7-14, Interior(1) 20-7-14 to 31-8-0, Exterior(2R) 31-8-0 to 37-3-14, Interior(1) 37-3-14 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) 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, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 686 lb uplift at joint 10, 489 lb uplift at joint 2 and 1043 lb uplift at joint 17. 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. LOAD CASE(S) Standard March 9,2021 -- 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 ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain. Highway, Suite 203 Waldorf,MD 20601 _ _ Tampa; FL 36610 Job Truss Truss Type City Ply LOT 24I2PH3 WATERSTONE J T_23137471 2706199 B17 HIP TRUSS 1 1 t Job Reference (optional) Builders FirstSource, Plant City, FL. 33563 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 10:22:01 2021 Page 1 ID:6g010H2OVeglNklsxoNemzyuULB-xEsBVyDOvLtv8U9ErvuFR7uF6T.E01w43CzELcCzchva rl 4 q 5 7-0 8-11-0 17-0-0 23-4-0 29-8-0 36-1-2 41-5-0 1-4-0 5 7 6 3 3-10 8-1-0 6-40 6-4-0 6-5-2 5 M O 3x6 = 5x8 = 6.00 F12 2x4 11 5x8 = 24625 26 27 7 °V 18 1 3x6 = 6x8 = Scale = 1:78.3 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 0.71 Vert(LL) 0.34 18-21 >312 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.28 18-21 >381 180 BCLL 0.0 Rep Stress Incr YES WE 0.60 Horz(CT) 0.04 10 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 232 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. 4-18: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=390/0-8-0 (min. 0-1-8), 18=1537/0-3-0 (min. 0-2-2), 10=1199/Mechanical Max Horz 2=317(LC 11) Max Uplift 2=492(LC 12), 18=1036(LC 12), 10=-684(LC 12) Max Grav 2=404(LC M), 18=1807(LC 17), 10=1437(LC 18) FORCES. (lb) -Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32,2-22=-286/350,3-22=-254/362, 3-4=158/338,4-23=-1553/971, 5-23=-1469/992,5-24=-1723/1205, 6-24=1723/1205,6-25=-1723/1205,25-26=-1723/1205,26-27=-1723/1205,7-27=-1723/1205,7-28=-1834/1157, 8-28=1900/1135,8-29=-2123/1213,9-29=-2215/1202,9-10=-1344/805 BOT CHORD 2-30=428/233, 18-30=-428/233, 17-18=1621/748, 4-17==1481/799, 16-17=-287/183, 15-16=-618/1380, 15-31=-618/1380,14-31=-618/1380,14-32=-734/1584,13-32=734/1584,12-13=-734/1584,11-12=-1009/1921, 10-11=-177/267 WEBS 4-16=379/1290, 5-16=-144/204, 5-14=-310/636, 6-14=-373/366, 7-14=-174/280, 7-12=-65/447, 8-12=-390/310, 8-11=95/212, 9-11=-890/1672, 3-18=-255/358 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust).Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Exterior(2R) 17-0-0 to 22-7-14, Interior(1) 22-7-14 to 29-8-0, Exterior(2R) 29-8-0 to 35-3-14, Interior(1) 35-3-14 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 = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 492 lb uplift at joint 2, 1036 lb uplift at joint 18 and 684 lb uplift at joint 10. 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. LOAD CASE(S) Standard ++ i. 1. F No `681:82: ��. • . ter. r OF i (V' 01 ONA Joaquin,,VeIeYPE IN .iijk MiTek dk, M6:.FL 6rt 66N. ,6904:Parke:East'Blvd'. Tampa FL 33610 Dafe: March 9,2021 ® WARNING -Verify design paraneters and READ NOTES ON THIS AND INCLl1DEb MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. -- Design valid for use only with MiTek® connectors: This design Is based only upon truss shown, and is for an individual building component, not ��e a ss 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, MD20601 . -- Tampa,-FL-36610 Job Truss Type Oty 24/2PH3 WATERSTONET231374722706199 �Truss 7PIYLOT 819 HIP TRUSS 1 - A f Job Reference o tional Buuders Firstsource, Plant city, FL. 33553 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 10:22:16 2021 Page 1 ID:6gD IOH2OVeg 1 Nk1 sxoNemzyuULB-?7Gsf4PoNymm Rnp7DZfmYHOpi WNXmhAGfoNeegzchvL r1-4 Q 5-7-6 8-11-0 13-11-8 19-0-0 27-8-b 34-4-12 41-5-0 1-4-0 5-7-6 3-3-10 5-08 5-0-8 &B-0 6-8-12 7-0_4 3x6 = 6x8 = 6.00 F12 6x8 = 22 23 24 7 `� 16 1 3x6 = . I . 6x8 = 27-8-0 Scale= 1:78.3 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.75 BC 0.80 WB 0.70 Matrix -AS DEFL. in (loc) I/dell L/d Vert(LL) 0.33 16-19 >316 240 Vert(CT) 0.25 16-19 >426 180 ' Horz(CT) 0.05 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 236 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 6-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 'Except' WEBS 1 Row at midpt 5-15 4-16: 2x4 SP No.3, 14-15,12-14: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 6-13: 2x4 SP No.2 REACTIONS. (lb/size) 2=392/0-8-0 (min. 0-1-8), 16=1535/0-3-0 (min.0-2-3), 10=1200/Mechanical Max Horz 2=357(LC 11) Max Uplift 2=-502(LC 12), 16=1024(LC 12). 10=-686(LC 12) Max Grav 2=399(LC 23), 16=1849(LC 17), 10=1431(LC 18) FORCES. (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-20=-301/378, 3-20=-268/391, 3-4=169/386, 4-21=216/395, 5-21=-128/404, 5-6=-1517/1053, 6-22=1531/1116, 22-23=-1531/1116, 23-24=-1531/1116, 7-24=-1531/1116, 7-25=-1677/1129, 8-25=-174611106, 8-26=2126/1226,9-26=-2204/1212,9-10=-1308/825 BOT CHORD 2-27=464/235, 16-27=-464/235, 15-16=1633/691, 4-15=-296/257, 15-28=6B9/1224, 28-29=-689/1224, 14-29=-689/1224,14-30=-586/1396,30-31=-586/1396,13-31=586/1396,12-13=-987/1889,11-12=-987/1889, 10-11=-274/432 WEBS 5-15=1653/734, 5-14=0/344, 6-14=0/318, 6-13=-145/316, 7-13=-49/395, 8-13=-547/384, 8-11=-10/175, 9-11=772/1465,3-16=-303/424 .oP�UIN NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 8=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Exterior(2R) • N O 6.81r82. 19-0-0 to 24-7-14, Interior 1 24-7-14 to 27-870, Exterior 2R 27-8-0 to 33-3-14, Interior 1 33-3-14 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. �'p '-a 4) Provide adequate drainage to prevent water ponding. F 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.,��' 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide fit between bottom 'jam Fi '�N. % will the chord and any other members, with BCDL = 10.Opsf. 7) Refer to for truss to truss is •..0 •-' • ��� girders) connections. ts� �� ��� �I 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 502 lb uplift at joint 2, 1024 lb uplift at ,� joint 16 and 686 lb uplift at joint 10. 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 4oacf uIn Velez PE:Nti.68182 sheetrock be applied directly to the bottom chord. MITek USA; Inc.. FL 6d,6634. ;6904:Pa�ke'Easy . . Tampa FL 33610 LOAD CASE(S) Standard Date March 9,2021 ®WARNING -Verify design parameters andREAD NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1.92020 BEFORE USE. ' Design valid for use any with MiTek® connectors. This design is based only upon parameters shown, and Is far an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/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 T23137473 2706199 B21 HIP TRUSS �LOT2112PHMATERSTONE ' -0 Job Reference (optional) vuuue, nmwum , r,mu —y, ram. uuvw a u s ry v — cum rvu i eK mausrnes, mc. , ue mar a iu:zzaa zuzi rage 1 ID:6gD IOH2OVegl Nkl sxoNemzyuULB-gY9ZUyhDzOf WhJ3Y4uZ9_STnPoDQf5kfytSMy?zchv_ 1-4q 5-7-6 8-11-0 1: 1-8 21-0-0 25-6-0 31-5-12 37-4-9 42-7-8 1-4-0 '5-7-0. 3-3-10 6-0-8 6-0-8 4-8-0 5-9-12 5-10-13 5-2-15 5x6 = 5x6 = 6.00 R-2- 6 26 7 " 17 3x4 = 3x6 = 6x8 = 8-11-0 17-3-8 Scale = 1:80.3 0 6 .P = 10 to o lo. 0 N LOADING (psf) SPACING- 2-0-6 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.34 17-20 >312 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) 0.25 17-20 >420 180 BCLL 0.0 Rep Stress lncr YES WB 0.65 Horz(CT) 0.08 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: M5 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. 4-17: 2x4 SP No.3 WEBS 1 Row at midpt 5-16, 6-15, 8-13 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=391/0-8-0 (min. 0-1-8), 10=1250/0-7-8 (min. 0-1-13), 17=1585/0-3-0 (min. 0-2-4) Max Horz 2=413(LC 11) ' Max Uplift 2==513(LC 12), 10=714(LC 12), 17=-1041(LC 12) Max Grav 2=404(LC 23), .10=1527(LC 18), 17=1927(LC 17) FORCES. (lb) -Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-24=-351/402, 3-24=-319/414, 3-4=232/434, 4-5=-250/458; 5-25=-1614/1139, 6-25=160411163, 6-26=1523/1118, 7-26=-1523/1118, 7-8=-1736/1145,.8-9=-2622/1431, 9-27=-2782/1571, 10-27=2855/1661 BOT CHORD 2-28=442/237, 17-28=-442/237, 16-17=1718/706, 4-16=-323/295, 16-29=69311437, 29-30=-693/1437, 15-30=-693/1437,14-15==529/1391,14-31=-529A391,13-31=529/1391,12=13=-963/1964,12-32=-963/1964, 32-33=-963/1964, 11-33=-963/1964, 10-11=-1300/2517 WEBS 5-16=1861/724, 5-15=0/280, 6-15=-1.41/267, 6-13=-125/455, 7-13=221/506, B-13=-789/561, 8-11 =-1 59/622, 9=11=362/387, 3-17=293/416 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph Vasd=124mph; TCDL=4.2psf; BCDL=6:Opsf; h=25ft; B=45ft; L=40ft; Cat. I (� 0 (3-second gust) eave=5ft; II; Exp C; Encl., GCpi=0.18; MWFRS C-C Exterior(2E) to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2E) A V N �I�., (directional) and -1-4-0 �Pa ' -0 21-0-0 to 25-8, Exterior(2R) 25-8-0 to 31-6-9, Interior(1) 31-6-9 to 42-7-8 zone; porch left exposed;C-C for members and forces & �� J G E N MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �- N O 6.8 :82: Z 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 'O will fit between the bottom chord and any other members, with BCDL = 10.0psf. i ST" F ((7 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 513 lb uplift at joint 2, 714 lb uplift at Q joint 10 and 1041 lb uplift at joint 17. ��j`' < R N 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum be directly sts�� sheetrock applied to the bottom chord. LOAD CASE(S) Standard March 9,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. -- Design valid for use only with 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 ANSUTPII 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 24/2PH3 WATERSTONE, T23137474 270F199 1 C1 JACK -OPEN TRUSS 8 .1 Job Reference (optional) any, r�l, Halo may, ��-ooaor, c.96u s reD lZ zuzl iwt i eK industries, Inc. I l{e mar y Uy:U1:i3 zuz1 rage 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-nZxlnlwPgpukXUssIBgZ2BC4BOVnLdTMEpwJpXzciD4 -1-4-0 . 0-10-15 1-4-0 0_10-15 Scale = 1:7.6 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (IDc) I/deft Lid - PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 5 >999 240 . MT20 244/190 TCDL 7.0 Lumber DOL. 1.25 BC 0.05 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -NIP Weight: 5lb FT=20% LUMBER- BRACING- . TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc p6dins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=D-,8-0, 4=Mechanical Max Horz 2=90(LC 12) Max Uplift 3=-4(LC 1), 2=-229(LC 12), 4=-16(LC 1) Max Grav 3=25(LC 12), 2=159(1_C 1), 4=53(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=6.0psf; h=25$; B=45ft; L=40ft; eave=5ft; Cat. 11; Ezp 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 alive 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 4 lb uplift at joint 3, 229 lb uplift atjoint 2 and 16 lb uplift at joint.4. March 9,2021 -- ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19I2020 BEFORE USE. ��' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only., Additional temporary and permanent bracing MITek• is always required for stability and to prevent collapse with possible personal injury and 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 Informationavailable from Truss Plate Institute, 2670 Crain.Highway, Suite 203 Waldorf, MD 20601 _ __ Tampa, FL 36610 -- - Job Truss Truss Type Qty Ply7LOTR2e4f/e2'PH3WATER'TONET23137475 270G199 f C1P JACK -OPEN TRUSS 4nce o tional ouuuew ru awuuwc t...... i.ny, r�/, nenr uny, rL -.Door, a.9.0 s reo 1Z ZUZi Ivu I eK Inaustrles, Inc. I ue mar v uv:ui:iJ zuzi rage i ID:6gD10H2OVeg1 Nkl sxoNemzyuULB-nZxlnlwPgpukXUss18gZ2BC4BOVnLdTMEpwJpXzciD4 0-10- ' - 1-4-0 - - 0-10-15 Scale = 1:7.6 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-3-0, 4=Mechanical Max Horz 2=90(LC 12) Max Uplift 3=-5(LC 9), 2=-248(LC 12), 4=-24(LC 17) Max Grav 3=19(LC 12). 2=159(LC 1), 4=40(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 0-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible forverfyirig applied roof live load shown covers rain loading requirements speck 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 ofwithstanding 5 lb uplift at joint 3, 248 lb uplift-atjoint 2 and 24 lb uplift at joint 4. 0 N o 6,8 Ito, 6904:P 6 East -Blvd, -Tampa FL 33610 Dafez March 9,2021 -- ® 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 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 Qty Ply LOT 24/2PH3 WATERSTONE T23137476 2706199 t Q1V Jack -Open Truss 2 .1 Job Reference (optional) ouuutllb rebI UUR U trldI n l Ly, rL), rlenl l 11y, rL - O Dl, 0.43u s reD l L LOCI ivii I eK Incusines, Inc. I Ue Iwar `J uu:Ul:l4 zu21 rage 1 ID:6gDlOH2OVeglNklsxoNemzyuULB-FmVh_ewlb70b9eR3JrLobP]Fxorl44jWTSgtLzzciD3 -1-4-0 0-10-15 1-4-0 Scale = 1:7.6 1 i Plate Offsets (X,Y)-- 12:0-1-13,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 "Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL . 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0,00 2 n/s n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -NIP Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins. BOT CHORD 2x4 SP No.2 'BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=90(LC 12) Max Uplift 3=-5(LC 1), 2=-210(LC 12), 4=-15(LC 1) Max Grav 3=18(LC 12), 2=159(LC 1), 4=41(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2 E) -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 girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value.using ANSI/TPI 1 angle to grain. formula. Building designer should verify ,,rj1�11111/���I ,�� MIN capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 3, 210 lb uplift at joint 2 and 15 lb uplift at joint 4. ♦. �% F = N:o 82, FL NOr L UU94+ Blvd: Tampa FL 33610 March 9,2021 -- ® 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 MiTekV connectors: This 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 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 ANSYTPII Qualify Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available fromTmss.Plate Institute, 2670 Crain,Highway, Sufle.203 Waldorf, MD 20601 _ - Tampa; FL 36610 - - Job Truss Truss Type Qty Ply LOT 24/2PH3 E WATERSTON ' T23137477 270f199 t C3 JACK -OPEN TRUSS 8 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Tue Mar 9 09:01:16 2021 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-B8dkPKyH7kGJOybRQGNGgggbQcMY_Dowm9_QszciD1 -1-4-0 2-10-15 1-4-0 2-10-15 Scale = 1:12.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -NIP Weight: 12lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 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=151(LC 12) Max Uplift 3=61(LC 12), 2=183(LC 12) Max Grav 3=69(LC 17), 2=194(LC 1). 4=48(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=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 61 lb uplift at joint 3 and 183 lb uplift at joint 2. PQUIN v`c���. �. S v� G E N SF c' •�'. No O. -S :OF <v Joaquin Velez PE:No.68182 MITek USA; Inc;.FL`Cert`6t X ,6904:Pa�lie EastBlvtl`TampaFL33610 Date: March 9,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. AddRional.temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPif qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. .. Safety Information available from -Truss Plate Institute, 2670 Crain. Highway, Suite 203-Waldod, MD 20601 — - - Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 24/2PH3 WATERSTONE T23137478 270fj199 r C3V "Jack -Open Truss 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Tue Mar 9 09:01:17 2021 Page 1 ID:6q'DIOH2OVegl Nkl sxoNemzyuULB-fLApcgzwu20AO5Ae_UVC1 NmAOsUHRTy9QuXylzciDO 1 4 0 2-10-15 1-4-0 2-10-15 3x4 Scale = 1:12.6 Plate Offsets (X,Y)-- (2:0-1-13,0-0-8) LOADING (psD SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.01 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15.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=151(LC 12) Max Uplift 3=67(LC 12). 2=-173(LC 12) Max Grav 3=71(LC 17), 2=194(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=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 arty other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers to value using ANSI/TPI 1 angle to formula. Building designer �111 1111 j", parallel grain grain should verify VF� 4f�j capacity of bearing surface. �� P.Q: 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 Ito uplift at joint 3 and 173 Ib uplift at joint 2. i ST OF0. i�ss'O Joaquin Velei PE.Nd.- 182 Nlfiek Uk$A., IJJGJLCeif 6634. ,6904 Parke: East Blud. Ta npa.FL 33610 Datti: March 9,2021 A WARNING -Verify design parameters andREAD NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1,9I2020 BEFORE 11SE. � Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ��• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety lntotmation available from Truss Plate Institute, 2670 Crain Highway, Suite 203-Waldorf, MD 20601 _ — - Tampa, FL 36610 - Job Truss Truss Type Qty Ply LOT 24/2PH3 WATERSTONE T23137479 2706199 � C5 JACK -OPEN TRUSS S � 1 ' 1 Job Reference o ticnal 0 ID:6gDIOH2OVeglNk1sxoNemzyuULB-BnUt5Ty1nnROKiImMWyKtnNYUfrtp u.0 1nWijzchue 1 4-0 4-10-15 1-4-0 ' 4-10-15 3x4 = 0 N N Scale = 1:17.6 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.08 4-7 >707 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) 0.07 4-7 >879 180 ' 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 Ito FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=113/Mechanical, 2=261/D-8-0 (min. 0-1-8), 4=56/Mechanical Max Horz 2=213(LC 12) Max Uplift 3=-144(LC 12), 2=-300(LC 12), 4=80(LC 12) Max Grav 3=119(LC 17). 2=261(LC 1), 4=85(LC3) FORCES. (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=0/13, 2-8=0/32, 2-9=-159/60, 3-9=-150/71 BOT CHORD 2-10=0/0, 4-10=0/0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C;'Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-10-3 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 lb uplift at joint 3, 300 lb uplift at joint 2 and 80 lb uplift at joint 4. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard ,��11,111171II�I ����'' � Pp�U I N VF�i.,; �%�. F �� No ;681;.'82. of �U N Blvd: Tampa FL 33610 March 9,2021 ® WARNING -Verily design parameters and .READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters andproperly 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 24/2PH3 WATERSTONE. T23137480 2706199 1 C5V JACK -OPEN TRUSS 2 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, -1-4-0 3x4 8.430 s Feb 12 2021 MiTek Industries, Inc. Tue Mar 9 09:01:19 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-bjla1L AQfeuFPK06PwzlSS11pR31LyFckNe0BzciD_ 4-10-15 4-10-15 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 0.60 Vert(LL) 0.07 4-7 >821 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.07 4-7 >888 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a nla 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 Hbrz 2=213(LC 12) Max Uplift 3=-133(LC 12). 2=-187(LC 12) Max Grav 3=134(LC 17). 2=261(LC 1), 4=85(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-10-3 zone;C-C for r members and forces & MWFRS for reactions shown; Lumber DOL=1:60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 3 and 187 lb uplift at joint 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. IN E N;o 9 : S T .'OF 4U 10 <(% Joaquin Velez PE N6.68182 MiTek USA,,,Inc. k6r, 6634. ;8904:Parke;East Blvd. Tampa FL 33610 Date;; March 9,2021 ® WARNING - Verily design paremeters and READ NOTES ON THIS AND INCLUDE!) MITEKREFERENCE PAGE MII-7478 rev. 5/1912020 BEFORE 11SE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters andproperly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/orchord members only. Additional temporaryand permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems,. see ANSIITP11 Quality Criteria, DSB-89 and 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 24/2PH3 WATERSTONE T_23137481 2700199 f D7 Half Hip Truss 1 Job Reference o tional Duuuers ruscouurce trianr uny, I-L), rianr L ny, t-L - dodo/, t5.43U s reD iz zuzl mi i eK Industries, Inc. I ue mar 9 U9:U1:33 ZU21 Vage 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-BQ8sz89y7zPvxZOiwLBFsP1LpS8U1VTJgwmNVNzciCm r1-0-4 7-0-0 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 it Scale = 1:74.8 5x8 = 6.00 F12 2x4 II 5x6 = 3x4 = 5x6 = 5x6 = 3 18 19 20 4 21 22 23 5 2425 26 27 6 2829 30' 31 7 32 33 34 8 14 35 36 37 13 38 39 40 12 41 42 43 11 44 45 46 10 47 48 49 9 US = 2x4 11 6x12 MT20HS = 3x4 = 6x12 MT20HS = 5x6 = 2x4 = 21-1-12 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 FBC2020ITPI2014 CSI. TC 0.92 BC 0.81 WB 0.77 Matrix -MS DEFL. in (loc) I/defl L/d Vert(LL) 0.68 12 >739 240 Vert(CT) -0.78 12-13 >646 180 Horz(CT) 0.16 9 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 428 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' : TOP CHORD Structural wood sheathing directly applied, except end verticals. 3-5,5-7: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 5-9-2 oc bracing. BOT CHORD 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) 2=0-8-0, 9=0-3-8 Max Harz 2=281(LC 8) Max Uplift 2=1842(LC 8), 9=71823(LC 5) Max Grav 2=2921(LC 1),9=2924(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5846/3520, 3-4=-8024/4992, 4-5=-8054/5024, 5-6=-8900/5518, 6-7=-7935/4925, 7-8=-4975/3082,8-9=-2794/1873 BOT CHORD 2-14=-3233/5154, 13-14=-3234/5175, 12-13=-5537/8910, 11-12=-4882/7887, 10-11=-3152/5065 WEBS 3-14=-35/688, 3-13=2015/3196, 4-13=-728/810, 5-13=-960/705, 5-12=-239/490, 6-12=758/1.137, 6-11=-118411043, 7-1 1=1 999/3220, 7-10=-2195/1711, 8-10=-3398/5492 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: AWN N Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. P. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to do N,O `681;-.8.2. ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. * *. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. = II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 �'p • �; 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 9. S OF to the use of this truss component. G �4V. ,j & 6) Provide adequate drainage to prevent water ponding. 7) All MT20 indicated. T[� 0 R I V plates are plates unless otherwise 8) This ve load nonconcurrent with any other ive loads. 9) truss N A truss has been on the the bottom chord in all areas where alrectangle 3-6-0 tall by 2-0-0 wide f o will fitbetween the bottomchord t) od and any othe inembers. 10) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Joaquln.Velei PE No.6S182 capacity of bearing surface. Mfjek USA;.In6 FL Qeit 6634; 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1842 lb uplift at joint 2 and 1823 lb 69-64:Parketast-Blvd. Tampa FL 33610 uplift at joint 9. Da1e: Continued on page 2 March 9,2021 ® WARNING-Veriydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 511.9/2020 BEFORE USE. Design valid for use only with MiTek® connectors, This design is based only upon parameters shown, and is for an Individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and. properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage, For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/7TPI1 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 PlyTL,0T 24/2PH3 WATERSTONE T23137481 270Q199 D7 Half Hip Truss 1 Reference (optional) o.9Ju 5 reo IG LUG I IVII I eK inu Ustrles, Inc. I ue iviar u uu:u i:C3 zuzi rage Z ID:6gDIOH2OVeglNklsxoNemzyuULB-BQ8sz89y7zPvxZOiwLBFsP1LpS8U1VTJgwmNVNzciCm NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support, concentrated load(s) 189 lb down and 229 lb up at 7-0-0, 87 lb down and 164 lb up at 9-0-12, 87 lb down and 164 lb up at 11-0-12, 87 )b down and 164 lb up at 13-0-12, 87 lb down and 164 lb up at 15-0-12, 87 lb down and 164 Ib up at 17-0-12, 87 lb down and 164 lb up at 19-0-12, 87 lb down and 164 lb up at 21-0-12, 87 lb down and 164 lb up at 23-0-12, 87 lb down and 164 lb up at 25-0-12, 87 lb down and 164 lb up at 27-0-12, 87 lb down and 164 lb up at 29-0-12, 87 lb down and 164 lb up at 31-0-12, 87 lb down and 164 Ib•up at 33-0-12, 87 lb down and 164 lb up at 35-0-12, 87 lb down and 164 lb up at 37-0-12, and 87 lb down and 164 lb up at 39r0-12, and 87 lb down and 164 lb up at 41-0-12 on chord, and 326 lb down and 142 lb up at 7-0-0, 65 lb down at 9-0-12, 65 lb down at 11-0-12, 65 lb down at 13-0-12, 65 lb down at 15-0-12, 65 lb down at .1740-12, 65 lb down at 19-0-12, 65 lb down at 21-0-12 65 lb down at 23-0-12, 65 lb down at 25-0-12, 65 lb down at 27-0-12, 65 lb down at 29-0-12, 65 lb down at 31-0-12, 65 lb down at 33-0-12, 65 lb down at 35-0-12, 65 lb down at 37-0-12, and 65 lb down at 39-0-12, and 65 lb down at 41-0-12 on bottom chord. The design/selection of such connection devices) 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=-189(B) 5=-87(8) 14=-310(B) 12=-40(B) 7=-87(B) 10=40(B) 18=-87(B) 19=-87(B) 20=87(B) 21=-87(B) 22=-87(B) 23=-87(8) 24=-87(B) 26=-87(8) 27=-87(B) 28=-87(B) 30=87(B) 31=-87(B) 32=-87(B) 33=-87(B) 34=-87(B) 35=40(13) 36=40(B) 37=-40(B) 38=-40(B) 39=-40(B) 40=-40(B) 41=40(B) 42=-40(B) 43=-40(B) 44=40(B) 45=40(B) 46=-40(B) 47=-40(B) 48=-40(B) 49=-40(B) .� WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7478 rev. 6119/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters andproperly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITPr'(• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems,:see ANSI/TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 CrainHighway,.Su@a 203 Waldorf, MD 20601 _ _ _ __ _ _ .. _ _ _ Tampa, FL. 36610 - - Job Truss Truss Type Qty Ply LOT 24/2PH3 WATERSTONE T23137482 2709199 , D9 Half Hip Truss 1 1 Job Reference o tional builders Firstbource (Plant City, FL), Plant Gdy, FL - 33567, 8.430 s Feb 12 2U21 MiTek Industries, Inc. Tue Mar 9 09:01:35 2021 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-8oGdOgBCfafdAsY52mDjxg6itG6GVRDbIEFUZGzciCk r1-0-q 6-3-0 9-0-0 , 17-4-12 25-7-12 33-10-12 42-3 8 1-4-0 6-3, - 2-8-10 8-4-12 8-3-0 8-3-0 8-4-12 - 6.00 F12 5x8 4 21 Scale = 1:74.8 5x8 = 5x6 = 5x8 '= 5x6 = 22 523 24 6 25 7 26 8 r� 0 4 15 14 13 12 11 10 9 3x6 3x4 = 4x6 — 3x6 = 5x8 = 3x6 = 5x6 = 3x4 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 0.88 Vert(LL) 0.55 12-13 >920 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.70 12-13 >722 180 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.15 9 - n/a n/a BCDL 10'.0 Code FBC2020/TP12014 Matrix -AS LUMBER- BRACING- TOP CHORD 2x4 SP No.2 `Except` TOP CHORD 4-5,7-8: 2x4 SP Nb.1 BOT CHORD BOT CHORD 2x4 SP No:2 WEBS WEBS 2x4 SP. No.3 `Except' 4-13,5=12,7-12,8-10: 2x4 SP No.2 REACTIONS. (size) 2=6-8-0, 9=0-3-8 Max Horz 2=343(LC 12) Max Uplift 2=-979(LC 12), 9=7892(LC 12)' Max Grav 2=1633(LC 1), 9=1558(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2981/1792, 3-4=-2793/1713, 4-5=-3577/2201, 5-6=-3508/2087, 6-7=-3508/2087, 7-8=-2360/1394, 8-9==1479/989 BOT CHORD 2-15=-180012624, 13-15=-1584/2480, 12-13=-2215/3591, 10-12=-1421/2395 WEBS 3-15=-286/326, 4-15=-145/437, 4-13=-703/1330, 5-13=-474/437, 6-12=-415/411. 7-12=775/1277, 7-1 0=-1 107/866, 8-10=-1557/2639 Weight: 221 lb FT = 20% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied- 1 Row at midpt 8-9, 4-13, 5-12, 7-12, 8-10 NOTES- 1) Unbalanced roof live s design. 2) Wind: ASCE 7-16; Vult=1considereds have been 60mph (3-secondgust) Vasd=1124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. U1N' J# II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 �%F(4$. T. to 14-7-14, Interior(1) 14-7-14 to 42-1-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 iV 3) Build ing,Designer / Project engineer.responsible for verifying applied roof live load shown covers rain loading requirements specific No 681 to the use of this truss component. .82, 4) Provide adequate drainage to prevent water ponding. * *- 5) This truss has been designed for a 10.0 psf bottom chord live load noncdncurrent 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 '0 . X.- will fit between the bottom chord and any other members. i ST O F 7) Bearing at joint(s) 9 considers parallel to grain value using ANSIlrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 979 lb uplift at joint 2 and 892 lb uplift at ��`'S1 .. j� �R �1 ,G- `� �� •. joint 9) hisshetrussock bdesign e applied i �ectlyres h to a minimum of 7/16" the bottom chord. structural wood sheathing be applied directly to the top chord and 1/2" gypsum ON A ;,,,�,,, Blvp:.Tampa FL 3361Q March 9,2021 ® WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1.9/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system, Before use, the building designer must verify the applicability of design parameters andproperly 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 MiTekm 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?Pl1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available -from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 .... _ _ - - - Tampa; FL 36610 Job Truss Truss Type Qty Ply LOT 24/2PH3 WATERSTONE T23137483 2709199 , D11 Hip Truss 1 1 Job Reference (optional) ouiweis rnJlJuulOe Irianr Amy, rL), riarn uny, rL - JJOoI, o.4ou s reD -Iz zUzl ivii I eK InDUsirleS, Inc. I ue mar a Ua:ui:zl zuzi rage i ID:6gDIOH20,VeglNklsxoNemzyuULB-Y6QKS1OQyHucVjTPDpzRNtXHSdOwD10Y42sk44zciCy r1-4-Q 7-5=9 11-0-0 19-3-4 27-4-12 35-8-0 42-3-8 1-4-0 7-5-9 3-6-7 8-3-0 8-1-8 8-3-4 -- 6-7-8 Scale = 1:74.8 5x8 = 5x8 _ 5x6 = 6x8 1 4 21 22 5 23 6 24 25 7 . . 15 -- 13 " 12'� 10 9 3x6 i 3x4 = 4x6 3x4 = 5x8 = 4x6 = 2x4 = 4x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.38 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) .-0.74 15-18 >681 180 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.13 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No:3 WEBS REACTIONS. ' (size) 2=0-8-0, 9=0-3-8 Max Horz 2=203(LC 12) Max Uplift 2=-991(LC 12), 9=-880(LC 12) Max Grav 2=1928(LC 17), 9=1800(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3385/1831, 3-4=-3130/1710, 4-5=-3449/1982, 5-6=-3114/1850, 6-7=-3116/1851, 7-8=-2111/1188, 8-9=-1699/1025 BOTCHORD 2-15=-1653/3107, 13-15=-1361/2830, 12-13=-1764/3504, 10-12=-928/1804 WEBS 3-15=-414/415, 4-15=;l89/695, 4-13=-493/956, 5-13=354/370, 5-12=413/220, 6-12=459/468, 7-12=-839/1652, 7-10=-379/401, 8-10=920/1852 Weight: 225 lb FT = 20% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. 1 Row at micipt 5-12, 7-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Extericr(2R) 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 35-8-0, Exterior(2R) 35-8-0 to 41-3-14, Interior(1) 41-3-14 to 42-1-12 zone;C'-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s) 9 considers.parallel to grain value using ANSIITPI 1,angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 991 Ib uplift at joint 2 and 880 lb uplift at joint 9. 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. `,/lIiIIll fit litir too ,681'82.. OF 'B,Ivd,1an10TL 33610 March 9,2021 ®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 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 ANSI7TPl1 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 Qty Ply LOT 24/2PH3 WATERSTONE T23137484 2705199 r D13 Hip Truss 1 1 Job Reference o tional O k,— IL Illy, ram), ran ­y, rL - oo001, mgou s reD lz zuzl mi I eK Inousrrles, Inc. I ue Mar v uv:U1:22 2u21 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-01_igN12jaOT6t2bnXUgv54Tu10kyTRhlicicwzciCx rl 4 q 7-5-9 11-2-0 13-0-0 20-11-0 28-10-0 318-0 38-1-13 42-3-8 1-4-0 7-5-9 3-8-7 1-10-0 7-11-0 7-11-0 4-10-0 4V7 4-1-11 6.00 12 5x6 = 2x4 II 5 2x4 11 6x12 MT20HS = 5x8 — 25 26 6 27 28 7 29 8 20 19 "' 14 13 12 11 3x6 — 5x6.= 2x4 II 2x4 II 5x8 6x8 = 1-2-0 Scale = 1:77.7 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.90 BC 0.82 WB 0.98 Matrix -AS DEFL. in (loc) I/defl L/d Vert(LL) 0.56 16-17 >904 240 Vert(CT) -0.83 16-17 >605 180 Horz(CT) 0.33 11 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 255 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing,directly applied, except end verticals. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied. Except: 4-19,7-13: 2x4 SP No.3, 16-17,15-16: 2x4 SP No.1 10-0-0 oC bracing: 17-19, 13-15 WEBS 2x4 SP No.3 'Except WEBS 1 Row at micipt 9-11 17-20: 2x4 SP No.2, 10-11: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=243(LC 11) Max Uplift 2=976(LC 12), 11=866(LC 12) Max Grav 2=1651(LC 1), 11=1576(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3026/1782, 3-4=-4106/2520, 4-5=-4043/2552, 5-6=-3751/2377, 6-7=-3743/2368, 7-8=-3310/2140, 8-9=A904/1256 BOT CHORD 2-20=-1615/2639, 16-17=-1788/3139, 15-16=1892/3367, 7-15=616/504, 11-12=-805/1301 WEBS 3-20=-1354/938, 17-20=-1812/3050, 3-17=-492/1053, 5-17=-698/1292, 5-16=371/866, 6-16=458/487,7-16=-269/514,12-15=-931/1779,8-15=-1326/2290,8-12=-960/594, 9-12=165/540, 9-11=-1821/1182 NOTES - Unbalanced roof live loads have been considered for this design. ,���``(�UIN' 2) Wind: 7-16: Vult=160mph �: �. ASCE (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(2R) 13-0-0 to 18-7-14, interior(1) 18-:7-14 to 33-8-0, Exterior(2R) 33-8-0 to 39-3-14, Interior(1) 39-3-14 to.42-0-12 zone;C-C for members N o and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 •. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific * ::- to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. •� -p 5) All plates are MT20 plates unless otherwise indicated. i 53'-S D F (V 6) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom in 5 3; :' _ chord all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord i t� Q N R i and any other members. .}- ,';• �' G>•, 8) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer verify! bearing ss� capacity of surface. 9) Provide /�0NA '%%% mechanical connection (by others) of truss to bearing plate capable of withstanding 976 lb uplift at joint 2 and 866 lb uplift at joint 11. Joaquln:Velei PE No.68182 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 MITek IJ A',.1no:.FL Cert 66k sheetrock be applied directly to the bottom chord. � 904:0ad.:, ast Blvd': Tampa FL 33610 Date: March 9,2021 WARNING -Verify design parameters and READ NOTES ON 7HISAND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. ��' Designvalidfor use only with MiTek0 connectors. This 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 M iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. _ Safefy Intofmation available from Truss Plate Institute, 2670 Crain. Highway, Suite 203 Waldorf, MD 20601 _ _ - - Tampa; FL 36610 - - - - Job Truss Truss Type Oty Ply LOT 2412PH3 WATERSTONE 'r23137485 270Cp199 r. D15 Hip Truss 1 1 Job Reference o tional uumers rirstsource Imam cgy, I-L), Flan Glty, t-L - 33bbt, 6.43U s Feb 12 2021 Mil ek Industries, Inc. Tue Mar 9 09:01:25 2021 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyUU.L9-OtfrIP3X?VP2zKnASf1 NXjPEE0U9ra_ggyDrzciCu r1-4-Q. 7-5-9 11-2-0 1% 23-0-0 21-10-0 31-8-0 36-9-13 42-3-8 1-4-0-10-0 8-0-0 5-10-0 2-10-0 5-1-13 5-5-11 5x6 = _ 6.00 F12 5x6 — 5 27 28 6 29 30 2x4 11 6x8 = 7 31 8 21 20 3x4 = 14 13 12 JO " 11 3x6 — . 5x8 = 2x4 I 3x4 II 5x12 = 16x8 = -5-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.47 15-17 >999 240 TCDL 7.0 Lumber DOL. 1.25 BC 0.95 Vert(CT) -0.83 15-17 >611 . 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.34 11 n/a N6 BCDL 10'.0 Code FBC2020/TPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 'Except : BOT CHORD 2-19: 2x4 SP No.2, 4-20,7-13: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 18-21: 2x4 SP No.2, 10-11: 2x6 SP No.2 WEBS REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=284(LC 11) Max Uplift 2=-976(LC 12), 11=866(LC 12) Max Grav 2=1970(LC 17). 11'=1850(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3574/1783; 3-4=4971/2544, 4-5=-4994/2665, 5=6=-3534/1940, 6-7=-2975/1749, 7-8=-2946/1739, 8-9=-2227/1295, 9-10=-263/136 BOT CHORD 2-21 =-1 615/3324, 17-18=-1553/3382, 15-17=-1690/3541, 11-12=-894/1649 WEBS 3-21 =-1 636/937, 18-21 =-1 812/3832, 3-18=-533/1292, 5-18=-966/1999, 5-17=80/5781 6-15=697/417, 12-15=-999/2497, 8-15=-1221/2520, 8-12=-1476/744, 9-12=72/497, 9-11=2043/.1223 Scale= 1:77.7 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 261 lb FT = 20% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 6-0-0 oc bracing: 13-15 10-0-0 oc bracing: 18-20 1 Row at midpt 6-15, 8-12, 9-11 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Exterior(2R) 15-0-0 to 20-7-14, Interior(1) 20-7-14 to 31-8-0, Exterior(21R) 31-8-0 to 37-3-14, Interior(1) 37-3-14 to 42-0-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) Thistruss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 976 lb uplift at joint 2 and'866 lb uplift at joint 11. 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. No 681;8.2, 9 S 410.F Jbaquin.Velez PE Nd.68182 Mfrek USA;,Inc..FL Cert 6634. 6904 Parke"East Blvd: Taiipa FL 33610 Dater March 9,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. ��` Design valid for use only with MiTeW connectors: This 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 BCS/ Building Component6904 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 24/2PH3 WATERSTONE T23137486 270F199 D17 Hip Truss 1 1 _ Job Reference (optional) ouuut;,a ruatauu— triant �tty, rL), riant t111y, rL - 65001, o.4su s reD 12 ZU21 MI I eK Inoustrles, Inc. I ue mar 9 U9:U1:Z5 ZU21 Page 1 ID:6gD IOH2OVeg 1 Nkl sxoNemzyuU LB-u30 DV14ZmpXubUMMONY.c4xE9sei (uIRHDKaVIHzciCt r1-4-q 5-3-8 7-7-8 11-24 17-0-0 23-4-0 29-8-0 35-6-0 42-3-8 1-4-0 5-3 8 2-4-0 ' 3-6-12 5-9-12 6-4-0 6-4-0 5-10_4 6-9 4 6.00 12 5x8 = 6 Scale = 1:78.0 2x4 11 5x8 27 728 29 8 22 21 14 13 1 11 3x6 — 6x8 = 2x4. I 2x4 II 4x1 = 3x8 = 23-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft ' L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.63 20 >799 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -1.11 18-19 >457 180 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: 268 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 4-21,8-13: 2x4 SP No.3; 17-19: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except. WEBS 5-19,19-22;3-19: 2x4 SP No.2,'10=11: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=325(LC 11) Max Uplift '2=-971(LC 12), 11=862(LC 12) Max Grav 2=1982(LC 17), 11=1858(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3740/1826, 34=-7480/3635, 4-5=-7580/3676, 5-6_'_3369/1828, 6-7=-2970/1780; 7-8=-2970/1779,8-9=-2854/1615,9-10=-2158/1162,10-11=-1743/1014 BOT CHORD 2-22=-1689/3511, 18-19=-2192/4526, 16-18=-1328/3100, 15-16=-1113/2562, 8-15=128/640 WEBS 5-19=-1392/3403, 5-18=-1692/1018, 6-18=-427/1219, 6-16=-167/294, 7-16=-374/389, 8-16=369/728, 9-12=-1029/706, 10-12=914/1840, 12-15=-951/1944, 9-15=223/885, 3-22=3026/1524, 19-22=-2156/4629, 3-19=-1555/3445 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 19-21, 13-15 1 Row at midpt 5-18, 6-16 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=B.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Exterior(2R) 17-0-0 to 22-7-14, Interior(1) 22-7-14 to 29-8-0, Extedor(2R) 29-8-0 to 35.64, Interior(1) 35-6-4 to 42-0-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 971 lb uplift at joint 2 and 862 lb uplift at joint 11. 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. N:o 681;;82 b F ONAL tquln, IdFE`.No66182 fek'USA ;inc:. FL bii 6694; AN East Blvd 1. alnpa FL 33610 March 9,2021 �— ® WARNING -Verify design parameters. end READ NOTES ON THISAND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE. USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems,: see ANSI/TPN 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 24/2PH3 WATERSTONE T23137487 270Q199 1 D19 Hip Truss 1 1 Job Reference (optional) u w,�rna r�aro�u,w trio, a tiny, rlJ, nei Il UIY, rL - JJJO/, OAJU 5 1"813 l z NCI Ivll I eK Inciuslrles, Inc. I ue Mar `d u1d:U1:zo zuzl rage i ID:6gD IOH2OVeg l Nkl sxoNemzyuULB-rSLzwQ5plQncgoW17ob49MKTtRP3MBmahe3cgAzciCr r1-4-Q 4-0-0 6-8-0 12-3-12 19-0-0 27-8-0 28-10�O 35-5-0 42-3-8 '1'00 4-6 0 ' 2-HO 5-7-12 6-8-4 8-8-0 2- 6 7-0 6-10-8 Scale = 1:78.0 6.00 12 Sx6 6 27 28 29 5x8 = 2x4 II 7 8 21 ( 20 " 14 13 I 12 11 3x6 — 6x8 = 4x6 I 2x4 II 4xl2 = 3x8 = 4-0-0 , 6-8-0 ., 12-3-12 19-0 0 28-10-0 35-5-0 42-3-8 ' 4-0-0 2-8-0 5-7-12 ' 6-8-4 9-10-0 6-7-0 6-10, Plate Offsets (X,Y)-- (3:0-4-0,0-3-41,[5:0-3-0,0-3-41[6:0-3-0 0-2-71 f7:0-5-0,0-2-01[9:0-3-0 0-3-4],[15:0-4-8 0-2-81[17:0-3-8 0-2-4] [18:0-10-4 0-5-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.75 19 >671 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -1.01 15-16 >499 180 MT20HS 187/143 BCLL 0.0 Rep Stress lhcr YES WB 0.99 Horz(CT) 0.46 11 n/a n/a BCDL 10:0 Code FBC2020/TP12014 Matrix -AS Weight: 284lb 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: 4-20,15-16: 2x4 SP No.1, 16-18: 2x6 SP M 26, 8-13: 2x4 SP No.3 7-10-0 oc bracing: 18-20 WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 13-15 3-21,10-11: 2x6 SP No.2, 18-21,3-18,7-16: 2x4 SP No.2 WEBS 1 Row at midpt 4-17, 5-16 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=366(LC 11) Max Uplift 2=973(LC 12). 11=867(LC 12) Max Grav 2=1960(LC 17). 11=1825(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3741/1838, 3-4=-9295/4545, 4-5=-4593/2409, 5=6=2993/1703, 6-7=-2637/1633, 7-8=-2668/1674, 8-9=-274111598, 9-10=2128/1174, 10-11=-1711/1019 BOT CHORD 2-21 =-1 721/3558, 20-21=-197/376, 4-18=-1227/2871, 17-18=4107/8591, 16-17=-2014/4251, 15-16=-1029/2353 WEBS 3-21=-2564/1316, 18-21=-1908/3995, 3-18=-2374/5026, 4-17=-4410/2131, 5-17=459/1259, 5-16=-1782/1013, 6-16=289/930, 7-16=-1751527, 7-15=-309/842, 12-15=-954/1958,9-15=-173/775,9-12=-944/682,10-12=-914/1810 NOTES- 1) Unbalanced live loads have been for this design. roof considered �^ 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. E Iv �� . SF II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Exterior(2R) ��' �.�' 19-0-0 to 24-7-14, Interior(1) 24-7-14 to 27-8-0, Exterior(2R) 27-8-0 to 33-3-14, Interior(1) 33-3-14 to 42-0-12 zone;C-C for members • N o 68 fi$;2 •:"*, and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 • 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific *:: to the use of this truss component. = 4) Provide adequate drainage to prevent water ponding. ^p ; 5) All plates are MT20 plates unless otherwise indicated. S OF4C/ Z 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 fit between the bottom BCDL will chord and any other members, with = 10.Opsf. 8) Bearing 11 at joint(s) considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify � �#01Y N capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 973 lb uplift at joint 2 and 867 lb uplift at joint 11. J*iiln.Uele . E.No:68182 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 MITek'USA,anC,.FLCer<6634. sheetrock be applied. directly to the bottom chord. :6904:0-aEast BW. Taifipa FL 33610 Date: March 9,2021 ® WARNING -Verify design parameters and :READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE. 11SE. ��' 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 ANSr/TPI1 Qualify Criteria, DSB-89 and BCSI Building Component 6004 Parke East Blvd. . Safety Information available from Truss Plate Institute, 2670 Crain.Highway, Suite 203 Waldorf, MID20601 _ _ _ .. Tampa; FL-36610 Job Truss Truss Type Qty LOT 24/2PH3 WATERSTONE T23137488 2706199 � D21 � HIP TRUSS 1 1 JPly - r' Job Reference (optional) - • •••••�••-• ••-•^ �• -• ----- u <uzu ml I eK--us...... Inc. I ue mar a 1u2J232UZ7 rage r ID:6gDIOH2OVegl Nkl sxoNemzyuULB-XOpBj?DgbXCGz4R?f8MUmPHHVXFEzxA73k6hUSzchul T1-4-q 6-3-0 13-7-8 21-11 25-8-0 28-10-0 36-5-0 42-3-8 -4- 6-3-0 7-4-8 4-8-0 3-2-0 6-7-0 6-10-8 O " 19 3x6 = 46 11 5x6 = 6.00 F12 5x6 = - 5 25 6 13 12 11 2x4 11 5x8 = 42-3-8 10 3x8 Scale = 1:83.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in : (loc) ' I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.24 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.40 14-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB . 0.87 Horz(CT) 0.09 10 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 266 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: 3-19,7-12: 2x4 SP No.3 10-0-0 oc bracing: 12-14 WEBS 2x4 SP No.3 `Except* WEBS 1 Row at midpt 4-15, 6-15 9-10: 2x6 SP No.2 REACTIONS. (lb/size) 2=269/0-8-0 (min. 0-1-8), 19=1600/0-3-0 (min.0-2-4), 10=1338/0-3-8 (min. 0-1-14) Max Horz 2=407(LC 11) Max Uplift 2=-330(LC 12), 19=1050(LC 12), to=-736(LC 12) Max Grav 2=272(LC 23), 19=1932(LC 17). 10=1595(LC 18) FORCES. (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-23=-346/412, 3-23=-337/434, 3-4=2165/1227, 4-24=-1832/1141, 5-24=-1755/1165, 5-25=-1580/1157, 6-25=1580/1157, 6-7=-2239/1469, 7-26=2140/1288, 8-26=-2219/1266, 8-27=-1747/979, 9-27=-1825/966, 9-10=1482/871 BOT CHORD 2-28=81/22, 19-28=-81/22, 18-19=-1904/1.023, 3-18=1787/1065, 17-:18=-150/291, 16-17=-93W2082, 15-16=-936/2082,15-29=-622/1612,29-30=-622/1612,14-30=622/1612,12-14=0/166,7-14=-314/397,12-13=0/0, 11-12=-18/19, 10-11=-81/116 WEBS 3-17=792/1810, 4-17=-77/217, 4-15=-478/377, 5-15=161/571, 6-15=-197/219, 6-14=-534/1007, 11-14=778/1638, 8-14=76/513, 8-1.1=-755/566, 9-11=-728/1523 NOTES- 1) Unbalanced roof live loads have been considered.for this design. 2) Wind: ASCE 7-16: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 8=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Intericr(1) 2-8-0 to 21-0-0, Exterior(2E) 21-0-0 to 25-8-0, Exterior(2R) 25-8-0 to 31-3-14, Interior(1) 31-3-14 to 42-0-12 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate.grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding'. 5) This truss has been designed for a,10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a,rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 330 lb uplift at joint 2, 1050 lb uplift at joint 19 and 736 lb uplift at joint 10. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard ,�tti1i1111/1fII E N Zi- ,��. -V S� f^ No 6,81-'82 F Blvd. Tampa,FL 33610 March 9,2021 ®WARNING -Verify design parameters and READ NOTES ON THISAND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. S/t 9/2020 BEFORE USE. Design valid for use only with MiTek® connectors: This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must the applicability of design parameters and. properly incorporate this design into the overall buildingdesign. 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 ANSh TP/1 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information_ available from Truss Plate Institute, 2670 Crain.Highway, Suite 203 Waldorf, MD 20601 Tampa; FL- 3fi610- - Job Truss Truss Type Qty Ply LOT 2412PH3 WATERSTONE T23137489 2706199 E3 JACK -OPEN TRUSS � 3 �1 �. Job Reference (optional) Builders FirstSource, Plant City, FL. 33563 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Mar 9 10:23:40 2021 Page 1 ID:6gD10H20Veg1NklsxoNemzyuULB-YHLdHpQUbmLsWhEGBC9Ty?UHFNCdSrxdztj4byzchu1 i -1-4-0 3-0-0 1-4-0 3-0-0 Scale = 1:12.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 HOrz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0.0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. - REACTIONS. (lb/size) 3=61/Mechanical, 2=197/0-4-0 (min. 0-1-8), 4=31/Mechanical Max Horz 2=154(LC 12) Max Uplift 3=75(1_C 12), 2=-246(LC 12), 4=-46(LC 9) Max Grav 3=64(LC 17), 2=197(LC 1), 4=50(LC 3) FORCES. (lb) - Maximum Compression/Maximum Tension TOP CHORD . 1-2=0/32, 2-3=-85/42 BOT CHORD 2-4=0/0 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=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 girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 lb uplift at joint 3, 2461b uplift at joint 2 and 46 lb uplift at joint 4. LOAD CASE(S) Standard ,,,,,Illilllf/j��, P(U I N N SF R9 ��•• "ST -OF % Joaquin Velez PE.Nd.68182 MiTek U ,, Jnc:.FL C@rt18634. 6904;Parke:East-Bivd: Tampa FL 3361b Date•: March 9,2021 -- WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 rev. 5/1 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 use, the building designer must verify the.applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems,. see ANSYTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safefy/nfonnation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 _ _ __ — Tampa; FL 36610 - Job Truss Truss Type Qty Ply 2PH3WATERSTONE T23137490 Tob 2706199 0 E7 Jack -Open Truss 38 rence(optional) ••-•---•-- �• ••-• •• --••„ --r. • �y, - ���`�, o. u s reu IL GUZ I IVII I eK Inuusrrms, Inc. I ue Mar y uv:U1:37 zuz1 rage i ID:6gDIOH2OVeglNklsxoNemzypULB-c?q?c9BgQunUo07HbTkyU2fixg9UElAlWu?16izciq 1 4-0 7-0-0 9 N 1 3x6 = Scale = 1:23.0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.22 4-7 >376 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.21 4-7 >389 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 24 lb FT _ 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=195(LC 12),'2=-217(LC 12) Max Grav 3=198(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; S=45ft; L=40ft; eave=5ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 195 lb uplift at joint 3 and 217 lb uplift at joint 2. 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. ,,r,►11111l/���� PQU 1 N IL6. i N:o 51::82: - r 0164 An • r -.. S OF <;0..R1pPG�=� ON March 9,2021 WARNING - Verify deal gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1,92020 BEFORE USE. -- Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is MITeK• always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/f Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 - _ _ - - Tampa; FL 36610 - - Job Truss Type Oty Ply LOT24/2PH3 WATERSTONE.T23137491 T 27Q6199 � Jack -Open Truss 3 1 Job Reference (optional) Builders FlrstSource (Plant City, FL), Plant City, FL - 33567. 8.430 s Feb 12 2021 MiTek Industries, Inc. Tue Mar 9 09:01:37 2021 Page 1 ID:6gD IOH2OVeg 1 Nkl sxoNemzyuULBAB ONpVCSBBvL0AiU9BFBOFCO23 WKzUQulXkbeBzciCi -1-4-0 3-8-4 _ 7-0-0 1-4-0 3-SA 3-3-12 1 3x6 Scale = 1:22.6 Plate Offsets (X,Y)-- [2:0-1-12,0-0-121, [2:0-2-8 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.29 4-7 >284 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) 0.23 4-7 >354 180 BCLL 0.0 Rep Stress Iricr YES WB 0.00 Horz(CT) -0.03 3 ri/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 27 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 2=278(LC 12) Max Uplift 3=176(LC 12), 2=-209(LC 12), 4=18(LC 12) Max Grav 3=183(LC 17),2=336(LC 1),4=118(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; 6=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 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 �(11111 iyy. will fit between the bottom chord and any other members. 5) Refer to for truss to truss connections: girder(s) 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify bearing capacity of surface. y' 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 176 lb uplift at joint 3, 209 lb uplift at •:• joint 2 and 18 lb uplift at joint 4.�, 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum * :, sheetrock be applied directly to the bottom chord. • :9 ST' OF Blvd.,Tampa FL 3W10 March 9,2021 -- A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7479 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 mustverify 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 �''re1�' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MOW fabrication, storage, delivery, erection and bracing of trusses and truss systems,. see 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 24/2PH3 WATERSTONE T23137492 2706199 FG Flat Truss 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Tue Mar 9 09:01:40 2021 Page 1 ID:6gD IOH2OVeg 1 Nkl sxoNemzyuU LB-Um3WRXFLT6lvHeQ2gJpueugkcHhEAnILRVzFFTzciCf i 3-8-0 7-4-0 3-8-6 3-8-0 6.00 F12 3xr 4x6 = M v N Scale = 1:27.1 Plate Offsets (X,Y)-- [5:0-4-0,0-4-4) LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.02 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.02 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 101 lb FT = 20% LUMBER- BRACING- . TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, BOT CHORD 2x6 SP M 26 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-8-0, 4=0-8-0 Max Horz 4=72(LC 6) Max Uplift 6=-1123(LC 8); 4=-977(LC 8) Max Grav 6=2109(LC 1),4=1925(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All farces 250 (lb) or less except when shown. TOP CHORD 1-2=-1470/763, 2-3=1470/763, 1-6=-1477/793, 3-4=-1477/793 WEBS 2-5=-489/1094, 1-5=719/1482, 3-5=-719/1482 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"xY) nails as follows: Top chordsconnected as follows: 2x4 - 1 row at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 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 1123 lb uplift at joint 6 and 977 lb uplift at joint 4. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1169 lb down and 582 lb up at 3-4-12, and 1169 lb down and 583 lb up at 5-4-12, and 1257lb down and 662 lb up at 1-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-2=-54, 2-3=54, 4-6=-20 Continued on page 2 No .681:.82 � .r M11 March 9,2021 ®WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Designvalid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 quality Criteria, DSB-89 and 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 24/2PH3 WATERSTONE T23137492 270G199 r FG Flat Truss 1 Job Reference (optional) CUllaers t-Irsibource trlant Gny, t-L), vent tiny, rL - 53t-bl, - a.43U S reD 1Z ZUZI MI I eK Inaustrles, Inc. I ue Mar y UU:U1:4U ZUZI rage Z ID:6gDIOH2OVeg1NklsxoNemzyuULB-Um3WRXFLT61vHeQ2gJpueugkcHhEAnILRVzFFTzciCf LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 5=-1169(B) 7=1175(B) 8=-1169(B) ® WARNING -Verify design parameters and'READ NOTES ON THIS AND INdLUOEU MITEK REFERENCE PAGE MII-7473 rev. 5/1.912020 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ITek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 quality Criteria, DSB-89 and BCSI Building Component 6W4 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 24/2PH3 WATERSTONE T23137493 2708199 G Common Truss 3 1 Job Reference (optional) a iers FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Tue Mar 9 09:01:44 2021 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-NXJOHvlsXLoLIFkg39lgok_KluyB6azwM7xSOEzciCb -1-4-0 _ 5-9A 11-0-0 16-2-12 22-0-0 23-4-0 1-4-0 5-9-0 - 5-2-12 5-2-12 5-9A 1-4-0 Scale = 1:39.5 06 = 3x4 = 3x4 = . 3X4 = 3x4' — 3x4 = Io 7-2-12 7-6-9 7-2-12 Plate Offsets (X,Y)-- f2:0-1-4 0-0-21 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 0.45 Vert(LL) -0.12 8-10 >969 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.20 B-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 102 lb FT = 20% LUMBER- . BRACI NG- 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, 6=0-8-0 Max Harz 2-254(LC 10) Max Uplift 2=572(LC 12); 6=-572(LC 12) Max Grav 2=1015(LC 17). 6=1014(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1578/1062, 3-4=-1479/1072; 4-5=-1479/1072, 5-6=-1578/1062 BOT CHORD 2-10=-775/1554, 8-10=-378/977, 6-8=-800/1364 WEBS 4-8=-380/732, 5-8=-352/445, 4-10=-380/732, 3-10=-352/445 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Exterior(2R) 11-0-0 to 15-0-0, Interior(1) 15-0-0 to 23-4-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 572 lb uplift at joint 2 and 572 lb uplift at joint 6. 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 sheetrack be applied directly to the bottom chord. 4PpEU IN V��F 7, N�e%No t -S OF I�' W Joaquln V61ez PE.N-aA8182 M[rek USA, Inc.. FL G466A. 6904iNike East-Blv_d-tam pa,FL,=10 Dater March 9,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4479 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate.Institute, 2670 Crain Highway, Suite 203 Waldod,.MD 20601 - Tampa, -FL- 36610 - Job Truss Truss Type Qty Ply LOT 24/2PH3 WATERSTONE T23137494 2706199 G1 Common Truss 3 1 Job Reference (optional) I FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 - 21 MiTek Industries, Inc. Tue Mar 9 09:01:48 2021 Page 1 ID:6gD16H2OVegl Nkl sxoNemzyuULB-FIYX7GLMbalnEs2blymza90FVJ2NwWHlvgX7zciCX 1 4 0 5-9-4 11-0-0 16-2-12 21-8-0 1-4-0 5-94 5-2-12 5-2-12 - 5-54 Scale = 1:38.5 4x6 = 3x4 = 3x4 = 3x4 = 3x4 = 3x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 REACTIONS. (size) 6=0-4-0, 2=0-8-0 Max Horz 6=244(LC 11) Max Uplift 6=-447(LC 12), 2=-570(LC 12) Max Grav 6=930(LC 18), 2=1005(LC 17) CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TC 0.45 Vert(LL) -0.13 7-9 >999 240 MT20 244/190 BC 0.63 Vert(CT) -0.22 7-9 >999 180 WB 0.33 Horz(CT) -0.04 2 n/a n/a Matrix -AS Weight: 100 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=-1562/1068; 3-4=-1462/1077, 4-5=-1409/1059, 5-6=-1518/1049 BOT CHORD 2-9=-803/1349, 7-9=378/957, 6-7=-752/1477 WEBS 4-7=-345/664, 5-7=-312/427, 4-9=384/742, 3-9=-350/447 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Ezp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Exterior(2R) 11-0-0 to 15-0-0, Interior(1) 15-0-0 to 21-8-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 447 lb uplift at joint 6 and 570 lb uplift at joint 2. 7) 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. 'Blvd.,tgrf FL31.3610 March 9,2021 OF A11VARNING-Verifydesign pararreters end READ NOTES ON THIS AND INCLUDEDMITEKREFERENCE PAGE MII-7473rev. 5/192020 BEFOREUSE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 _ _ - _ Tampa, -FL- 36610 Job Truss Truss Type Qty Ply LOT 24/2PH3 WATERSTONE. T23137495 2706199 f G7 Hip Truss 1 1 Job Reference (optional) •�,� , , �•"""�= t, ,��„ „r, , `-/1 ,ai.. ­Y, �� - oowr, 8.9JU 5 reD -IL ZULI IVII I etc tnausines, Inc. I ue mar u ua:ul:bU 2U21 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-BhglYyMc7BYVTABzQP_E2?EHyJxbWlmpk3OnbuzciCV -1-4-0 7-0-0 _ 11-0-0 15-0-0 22-0-0 23-4-0 1-4-0 - - 7-0-0 - 4-0-0 - 4-0-0 - 7-0-0 1-4-0 Scale = 1:40.2 4x6 = 3 3x4 = 4x6 — 17 4 18 5 3x6 = I 3x4 = 4x6 = 3x4 = I - 3x6 = /-u-u 7-0-0 15-0-0 8-0-0 22-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20:O Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.18 8-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.37 8-10 >706 180 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(CT) 0.08 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014. Matrix -MS Weight: 97lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins. 3-5: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-9 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=-172(LC 6) Max Uplift 2=-1034(LC 8); 6=-1054(LC 8) Max Grav 2=1 575(LC:l ), 6=1575(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2882/1721, 3-4=-2535/1634, 4-5=-2535/1671, 5-6=-2882/1764 BOT CHORD 2-1 0=-1 343/2505, 8-1 0=-1 600/2750, 6-8=-1381/2504 WEBS 3-10=-278/797, 4-10=-292/457, 4-8=-292/358, 5-8=-239/820 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer.responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 111111/ 'lu 4) Provide adequate drainage to prevent water ponding. has /I�� '00 5) This truss been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 1034 lb uplift at joint land 1054 ib uplift N,o at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 lb down and'216 lb up at .6;8182. *':• •:°*• 7-0-0, 87 lb down and 164 lb up at 9-0-12, 87 lb down and 164 lb up at 11-0-0, and 87 lb down and 164 lb up at 12-11-4, and 189 = lb down and 369 lb up at 15-0-0 on top chord, and 326Ib down and 142 lb up at 7-0-0, 65 lb down at 9-0-1Z 65 lb down at 11-0-0, �'O •' . �• and 65:lb down at 12-11-4; and 326 lb down and 142 lb up at 14-11-4 on bottom chord. The design/selection of such connection S OF ((f 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). �j,� �� ���� Q LOAD CASE(S) Standard •Q` y I�, SS •, NIA 1) DeadfLive (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads Vert: 1-3=-54, 3-5=-54, 5-7=-54, 11-14=-20 JoaquInYeIez RE.No:68182_ Concentrated Loads (lb) Ml ekUSA„IntA Ceit 6634. Vert: 3=-189(B) 5=-189(B) 10=-310(B) 4=-87(B) 8=-310(8) 17=-87(B) 18=87(B) 19=-40(B) 20=-40(B) 21=-40(B) 69�4 Parke,East Blvtl Taii)pa FL 33610 Date: March 9,2021 ® 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 andproperly 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 ANSUrP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sat .W information available from Truss Plate Institute,.2670. Crain Highway, Suite 203 Waldorf, MD 20601-- - - - - 7 - Tampa, FL-36610 Job Truss Truss Type Qty Ply T23137496 2706199 G9 Hip Truss 1 1 �IOT24121`1­13WATERSTONE Job Reference (optional) Builders FirslSource (Plant City, FL), ' Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Tue Mar 9 09:01:52 2021 Page 1 ID :6gD IOH2OVegl Nkl sxoNemzyuU LB-84o2ze0tecogU LMXgOi7QJiu6em_ER6CNttgnzciCT -1-4-0 , 6-3-6 9.0-0 13-0-0 15-8-10 22-0-0 23-4-0 ' 1-4-0 ' 6-3-0 ' 2-8-10 4-0-0 2-8-10 6-3-6 1-4-0 4x6 = 9-0-0 2021 4x6 = Scale = 1:40.2 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) -0.22 11-14 >999 240 MT20 .244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.41 11-14 >652 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS, Weight: 98 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=213(LC 11) Max Uplift 2=572(LC 12), 7=-572(LC 12) Max Grav 2=1034(LC.17), 7=1034(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1513/986, 34=1301/876, 4-5=-1131/815, 5-6=-1301/876, 6-7=-1513/986 BOT CHORD 2-11=-707/1470, 9-11=-453/1201, 7-9=-733/1311 WEBS 3-11=-415/418, 4-11=-222/521, 5-9=-222/521, 6-9=-416/418 Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf;,BCDL=6.Opsf; h=25ft; B=45ft; L=40ff; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2E) 9-0-0 to 13-0-0, Exterior(2R) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 23-4-0 zone;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip. DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water:ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreht with any other live loads. 6) ' This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 572 lb uplift at joint 2 and 572 lb uplift at joint 7. 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. W i N;o fi 81:;8.2: ' y 9 %% 8 . OF 46a uln.VelezPE No.68182 MITek USA;,IncJLCert WN. M04:NA6;EastBlvd Tampa,FL33610 Date:: March 9,2021 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters andproperly 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 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 24/2PH3 WATERSTONE 2706199 M COMMON TRUSS 1 1 T23137497 Job Reference (optional) i pant City, FL. 33563 8.430 s Nov 30 2020 MTek Industries, Inc. Tue Mar 9 10:24:16 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-UDWEg6s37gtlgD_BFmpvPb_LFuLLu4bwFTR_rtzchtT -1-4-0 5-0-0 10-0-0 ' 11-4-0 1-4-0 5-0-0 5-0-0 1-4-0 4x6 = 3 3x4 = 3x6 11 10-0-0 Scale = 1:23.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.13 B-14 465 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) 0.10 8-14 >956 180 BCLL 0.0 Rep Stress Incr YES WE 0.21 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 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. (Ib/size) 2=341/0-3-8 (min. 0-1-8), 7=54310-4-0 (min. 0-1-8) Max Horz 7=-130(LC 10) Max Uplift 2=-424(LC 12), 7=-571(LC 12) Max Grav 2=342(LC 21), 7=543(LC 1) FORCES. (lb)- Maximum Compression/Maximum Tension TOP CHORD 3-15=2031408, 4-15=-222/398, 4-16=-144/135, 5-16=151/131, 5-6=0/32, 1-2=0/32, 2-17=-218/338, 17-18=177/345, 3-18=175/353 BOT CHORD 2-19=86/157, 19-20=-86/157, B-20=-86/157, 8-21=-86/157, 7-21=-86/157, 7-22=1291157, 5-22=129/157 WEBS 3-8=-101/1 17,4-7=310/700 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6:Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 5-0-0, Exterior(2R) 5-0-0 to 9-0-0, Interior(1) 9-0-0 to 11-4-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 424 lb uplift at joint 2 and 571 lb uplift at joint 7. 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. LOAD CASE(S) Standard oa U I N V F<F GE Nq 'D .. ST•. , 'OF O <ci O N A ; ``, ;113Ivd.1ampa FL 33610 March 9,2021 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1M020 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 AiTek• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the ivi 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 City Ply LOT 24/2PH3 WATERSTONE. T23137498 2706199 r M3 HIP TRUSS 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Tue Mar 9 09:01:54 2021 Page 1 1 D:6gD IOH2OVeg 1 Nk1 sxoNemzyuU LB-4SwoNJ P7AQ2wynVIfF3ACrPOTwLvS9gOfhM_kfzciCR 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 4x6 = 4 4x6 3>6 II Scale = 1:23.5 3-0-0 7-0-0 10-0-0 ' 3 4-0-0 1-81 1-4-0 LOADING (psf) SPACING- 2-0-b CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.16 10 >630 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) 0.13 10 >778 180 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MS Weight: 40lb 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 9-2-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 8=0-4-0 Max Horz 8=90(LC 6) Max Uplift 2=-503(LC 8), 8=644(LC 8) Max Grav 2=438(LC 1:7), 8=610(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-451/491, 5-6=-347/355, 3-4=370/419, 2-3=-439/451 BOT CHORD 2-10=-337/372, 9-10=-337/370, 8-9=-331/363, 6-8=-325/363 WEBS 5-8=-377/421 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right 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 503 lb uplift at joint 2 and 644 lb uplift at joint 8. 8) Girder carries hip end with 3-0-0 end setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 79 lb down and 55 lb up at 7-0-0, and 79 lb down and 55 lb up at 3-0-0 on top 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: 4-7=-54, 3-4=63(17=9), 1-3=-54, 11-14=23(1`=-3) Concentrated Loads (lb) Vert: 4=-41(F) 3=-41(F) PQu N Nio , 681,82: *.''• *` March 9,2021 A WARNING -Verify design parameters and READ NOTES ON THIS .AND INCLUDED MI7EK REFERENCE PAGE MII-747J rev. 511,92020 BEFORE 11SE. Design valid for use only with MiTekS connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITe'C• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain. Highway, Suite 203 Waldod, MD 20601 - - Tampa, FL 36610 - Job Truss Type Qty Ply LOT 24/2PH3 WATERSTONE. TPB T23137499 2706199( r a Piggyback Truss 5 1 Jab Refererice (optional) k ...' a.ny, ­y, 11 - 0000r, d.43U s t-eD 1Z 2U21 MI I eK Incluslfles, Inc. I ue Mar 9 U9:01:55 2021 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-YeTBbfQlxjBnax4xDyaPl2xJFKgzBdtYuL5YH5zciCQ 2-4-0 2x4 = 3x4 = Scale = 1:9.0 2x4 = ao 4-B-0 4-8-0 Plate Offsets (X,Y)-- [3:0-2-0 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a We 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) We n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 5 We We BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 12lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlihs. BOT CHORD 2x4 SP No.2 - BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 4-6-0. (lb)- Max Harz 1=41(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 2, 4 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 2, 4 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph. (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft.- B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This.truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live' load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,,{� i 1111 I will fit between the bottom chord and any other members. ,��� U N P' 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift.at joint(s) 1, 2, 4. ,�� OQ.Q, V��I� 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building `�� , •� G E IV designer. y . �` �. No '681:82. r r 7: ST .OF Blvd: Tampa FL 33610 March 9,2021 -- ® WARNING -Verify design persmetere and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7478 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer.must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ITek� is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems,. see 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 24/2PH3 WATERSTONE T23137500 27061991 r + PB1 Piggyback Truss 2 1 Job Reference o tional i, a, , , y, ", o „ ­ y, 11 ­­, . 2-0-0 3 2x4 8.43U S reo 1Z ZUzi mI I eK Inaustfles, Inc. I ue mar u uu:Ul:bb 2u21 Page 1 ID:6gDIOH2OVegl Nk1 sxoNemzyuULB-Or1Zo?RNil JeB5f7mg5elGUUAkACw47h7?r5pYzciCP 2-8-0 4-8-0 0-8-0 ' 2-0-0 4x6 II 4-8-0 4-8-0 2x4 = Scale = 1:9.1 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 0.07 Vert(LL) file n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 5 n/a We BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 4-8-0. (lb)- Max Horz 1=37(LC11) Max Uplift All uplift 100 lb or less at joint(§) 1, 2, 4 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 2, 4 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Ekp 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. ,,'111111 f 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 1, 2, 4. ���,V N V����� j 8) See Standard Industry Piggyback Truss Connection Detail for Connection to.base truss as applicable, or consult qualified building �� P.4 F(,L� 4* designer. ��, No :STA OF U �: Blvd: Tampa FL 33610 March 9,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 6119/2020 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 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 ANSI1TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. —Safety information available from Truss.Plale Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 _ _ - Tampa; -FL 36610 - Job Truss Type Qty Ply LOT 24/2PH3 WATERSTONE rR3 T23137501 27081994 • JACK -OPEN TRUSS 2 1 Job Reference o tional ouuaers resiocurce trlant L ny, t-L1, viant L:ny, FL - JJbb/, 8.430 s Feb 12 2021 MiTek Industries, Inc. Tue Mar 9 09:01:57 2021 Page 1 ID:6gD IOH2OVegl Nkl sxoNemzyuU LB-U 1 bxOLS7TLRVpFEKKNctgT1 ZN7 WpfXMrLfaeL_zciCO -1-10-10 4-2-3 1-10-10 4-2-3 Scale = 1:12.6 1.5x8 STP = 4-2-3 423 Plate Offsets (X,Y)-- [2:0-2-4,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.02 2-4 >999 1ti0 BCLL 0.0 Rep Stress Incr NO WB 0.00 HOfz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 16lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 2=151(LC 8) Max Uplift 3=-97(LC 5), 2=-335(LC 8), 4=-48(LC 4) Max Grav 3=106(LC 1), 2=244(LC 1). 4=117(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; 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 ANSIfrPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to for truss to truss connections. girder(s) • •:' F� ���: 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) ��� ,� G E N 2=335. 9). "NAILED" indicates 3-1Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per N D S guidIines. 10) Hanger(s) ' No 16.81,82: or other connection device(s) shall be provided sufficient to supportconcentrated load(s) 53 lb down and 49 lb up at _ . 4-1-7 on top chord, and 55 lb down at 4-1-7 on bottom chord. The design/selection of such connection device(s) is the *^.. responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). , Sr; OF LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 N Uniform Loads (plf) Vert: 1-3=-54, 2-4=20 -0 R' ��' s/ • f.s:..• f le" ` Concentrated Loads (lb) •�IjONA' Vert: 3=-53(F) 4=-28(F) 5=49(F=25, B=25) 6=23(F=12, B=12) ,Joaq tI6.Velez PE.Nd.68182 M[TekDSA,,.InC:.FL &rt 61334 .6904;Pa{4:East Blvd. Tampa.FL 33610 Date' March 9,2021 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7478 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design !abased 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 indicatedis to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M IT�'i k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//7P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. . Set ety Intotmation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf,MD 20601 _ - Tampa; FL 36610 Job Truss Truss Type Qty Ply LOT 24/2PH3 WATERSTONE T23137502 270S1994 r � R7 JACK -OPEN TRUSS 4 1 Job Reference (optional) I irstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Tue Mar 9 09:01:59 2021 Page 1 ID:6g01OH2OVegl Nkl sxoNemzyuULB-RQjhR1TG?yhD2YNiSoeLvu6mUx4c7F78pz31QtzciCM -1-10-10 3-0-0 9-10-1 1-10-10 3-0-0 6-10-1 Scale = 1:23.2 4M NAILED NAILED NAILED _ LOADING (psf) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 TCDL 7.0 Lumber DOL 1.25 BC 0.55 BCLL 0.0 Rep Stress Incr NO WB 0.82 BCDL 10.0 Code FBC2020ITP12014 Matrix -MIS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=277(LC 8) Max Uplift 4=222(1_C 8), 2=-269(LC 8), 5=34(LC 9) Max Grav 4=195(LC 1), 2=443(LC 1), 5=304(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-866/509 BOT CHORD 2-5=-588/859 WEBS 3-5=-871/596 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.26 5-8 >448 240 MT20 .244/190 Vert(CT) -0.51 5-8 >231 180 Horz(CT) 0.01 5 n/a n/a Weight: 43 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-8-1 oc bracing.' NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft'; eave=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) 5 except at=lb) 4=222, 2=269. 7) "NAILED" indicates 3-10d (0.148"x3") or2-12d (0.148"x3.25") toe -nails per NDS guidlines. 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 (plo Vert: 1-4=-54, 5-6=-20 Concentrated Loads (lb) Vert: 9=49(F=25, B=25) 10=32(F=16, B=16) 11=-103(F=-51, B=51) 12=23(F=12, B=12) 13=-10(F=-5, B=5) 14=-50(F=-25, B=-25) IN Vlop FW i ,� N,o ;fi81;82 'O:. ST rZ. OF :BIA Tampa FI35610 March 9,2021 -- A WARNING -Verify design parameters and READ NOTES ON THIS.AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1.92020 BEFORE USE. Designvalid 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/TPIt Qualify 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 - - - Jab Truss Truss Type Qty Ply LOT 24/2PH8 WATERSTONE T23137503 2708199v. " • VR7 JACK -OPEN TRUSS 1 1 Job Reference (optional) I 1 b.g3U 5 FeD 12 ZUZ1 mi I eK In0Uslrles, Inc. I ue Mar 9 U9:U2:UU 2U21 Page 1 ID:6gD IOH2OVegl Nkl sxoNemzyuOLB-vcH4eNUumFp4giyu7WAaS6fO8LQFsm_H2dpJyJzciCL - -110-10 5-0-0 9-10-1 1-10-10 5-0-0 4-10.1 3x4 Scale = 1:22.9 N N �J M d LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Iricr NO Code FBC2020/TP12014 CSI. TC 0.65 BC 0.53 WB 0.52 Matrix -MS DEFL, in Vert(LL) 0.09 Vert(CT) -0.13 Horz(CT) 0.02 ([cc) I/defl L/d 6-7 >999 240 6-7 >922 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-10 cc puffins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-3, 6--Mechanical Max Horz 2=277(LC 8) Max Uplift 4=-170(LC 8), 2=-264(LC 8), 6=-99(LC 9) Max Grav 4=159(LC 1), 2=443(LC 1), 6=298(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1166/547 BOT CHORD 2-7=-619/1097, 6-7=626/1117 WEBS 3-7=0/255, 3-6=-1081/600 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45f; L=40tt; 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 by2-D-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except at=lb) 4=170, 2=264. 8) "NAILED" indicates 3-10d (0.148"xX) or 2-12d (0.148"x3.25') toe -nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=20 Concentrated Loads (lb) Vert: 11=49(F=25,:B=25) 12=32(F=16, B=16) 13=-106(F=-53, B=-53) 14=23(F=12, B=12) 15=10(1`=-5, B=-5) 16=52(1`=-26, B=-26) .111;1/ j `i No �681::82 •� BI4d. Tarnpa FL.33610 March 9,2021 -- A WARNING - Verilydeslgn parameters end READ NOTES ON THIS AND INCLl10ED MITEKREFERENCEPAGE Mil-7473 rev. 5I192020 BEFORE USE. Design valid for use only with MiTek® connectors: This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITeK• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute, 2670 Crain. Highway. Sufte 203 Waldorf, MD 20601 - - - - - Tampa, FL 36610 - - Symbols PLATE LOCATION AND ORIENTATION 3j4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 -y, d, I k - For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. O 2 O EL O I- Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 BOTTOM CHORDS 8 7 6 5 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additionalstability 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. 0 W 3. Never exceed the design loading shown and never O stack materials on inadequately braced trusses. Z U 4. Provide copies of this truss design to the building pdesigner, erection supervisor, property owner and H 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 This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSI/TPI 1. required direction of slots In AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 7, Design assumes trusses will be suitably protected from connector plates. THE LEFT. the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads .in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek@) All Rights Reserved 0 MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified: 13. Top chords must be sheathed or puriins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSUTPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.